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Home My WebLink About2000-380I INDIAN RIPER COUNTY p 3� R1VF_,� Q z y ORI Board Board of County Commissioners Department of Utility Services Project No. UW - 97 — 16 - DS SEBASTIAN WATER ASSESSMENT PROJECT, PHASE 3A RIM Indian River County Bid No. 3025 A Bid Bond MUST Accompany Bid 26-31-38 25-31-38 I•=2000' 18-31-39 30-31-39 TABLEOFCONTENTS DIVISION O- BIDDING AND CONTRACT REQUIREMENTS 00020 Invitation to Bid 00100 InsWction to Bidders 00310 Bid From 00530 Standard Form of Agmcmenl EJCDC Agreement Between Owner and Connector 00610 Commonfion Performance Bond 00620 Construction Payment Bond 00700 General Conditions 00900 i Supplementary Conditions DIVISION 1-GENERALREQUIREMEN'1'S 01000 Summary of Work 01025 Measurement and Payment 01060 Regulatory Requimmcnts and Notification 01090 Reference Standards 01152 Applications for Payment 01153 Change Order Procedures 01201 Preconstruction Conference 01311 Construction Schcdulcs 01340 Shop Drawings, Product Data and Samples 01361 Audio -Visual Docamemation 01410 Testing Laboratory Services 01510 Temporary Utilities 01560 Temporary Controls . 01600 Material and Equipment 01700 Contract Cloac-out 01710 Cleaning 01720 Project Record Documents 01740 Warranties and Bonds DIVISION 2 -SITE WORK 02115 Tree Protection and Trimming '- 02320 Trenchless Installation of Water Mains by Directional Drilling 02401 Dewatering 02465 Grassing - 02576 Pavement, Sidewalk, and Driveway Replacement 02610 Remained Joints, Eseavmion, and Backfilling 02623 Water Mains, Polyvinyl Chloride Pipe 02625 Water Mains, Ductile Iron Pipe and Fillings 02627 Water Mains Polyethylene, Pramme Pipe 02660 Testing and lnspecnOn of Water Maius !1 ADDENDUM NO. 1 TO INDIAN RIVER COUNTY PROJECTNO. UW -97 -16 -DS SEBASTIAN WATER ASSESSMENT PROJECT PHASE 3A I UTILITIES DEPARTMENT INDIAN RIVER COUNTY, FLORIDA ( BID NO. 3025 I DATE: NOVEMBER 17,2000 FROM: INDIAN RIVER COUNTY UTILITIES DEPARTMENT TO: ALL BIDDING CONTRACTORS ! This Addendum No. 1 is issued in accordance with the contract documents. The following additions, deletions, revisions, and clarifications are hereby inwrpomted into the contract documents. This addendum is to provide information discussed in die pre-bid Conference. The form must be executed and submitted with the package by the closing date. The specifications were changed as follows: Please indicate receipt of this notice by complefing the bottom portion of this notice Monolog a copy to Indian River County Utilities Department, 1840 25i° Street, Vero Beach, Florida 32960, Atm: Michael Hotchkiss, P.E. You are required to included an executed copy of the Notice with you submitted bid. ADDENDUM NO. 1 received and considered by: Name of Bidder(Pleese Print) Tri—Sure Corporation Name ofnt)eisRepresenmlive Jason T. Chamber Print) (Please Pring Signature of Bidder's Representative - 7,,Ue vice Pro idem a n4/nn SECTION 00020 ADVERTISEMENT FOR BIDS INDIAN RIVER COUNTY Scaled bids will be received by Indian River County until 2.00 P.M. on November 29 2000. Each bid shall be mbod"M in a scaled envelope and shall bear the name and address of We bidder 0n the outside and the words "Sebastian Water Expansion Phase 3A". All bids, either mailed or walked in, will be received by the Purchasing Division, 2625 19- Avenue, Vero Beach, Florida whom they will be opened publicly and mad aloud at 2:00 P.M. All bids received after 2:00 P.M., oftho day specified above, will be retamud unopened. UTILITIES ASSESSMENT PROJECT NO. UW -97 -16 -DS I INDIAN RIVER COUNTY BID 83025 CONSTRUCTION OF SEBASTIAN WATER ASSESSMENT PHASE 3A All material and equipment furnished and all work performed shall be strict accordance with the specifications, and contract documents pertaining down, which may be obtained from the plans, R, C tv = D mtw t 1840 25i° Sf L V Bach Florida 32960 (561-567- 8000 - Ext 1821). Copies of the plans and the specifications contammg the necessary o,ona t documents may be obtained by deposit of a check made payable to Indian River County, in the amount of One Hundred Dollars (575.00) for tach set, which mpreseme cast of Printing, handling and mailing and is non refundable. All bids shall be submitted in duplicate on the Bid Proposal forms provided within the specifications. A BID BOND .at accompany each Bid, and be properly executed by the Bidder and by a qualified surety, or .rtificd check or cashier's chock on any bank authorial to do business m the Stale of Florida, be the sum of not less than Ovc percent (5%) of the total amount of bid, made payable to Indian River County Board of County Commissioners. In the event the Contract is awarded to the Bidder, he will enter into a Contract with the County and Pomish the required Performanw and Payment Bond: ]the fails to do so, he shall forfeit We said Bid Bond an liquidated damages. 'Rte County reserves the right to delay awarding of the Contract for a period of sixty (60) days after the bid opening to waive informalities in any bid, or mica any or all bids in whole or in part with or without causalor to accept the bid that, in its judgement, will .rvc the best interest of Indian River County Florida. A Pre -Bid Conference meeting will be held on Wednesday, November 80 2000 at Hka.m. in Conform. Room IB of tho Indian River County Administration Building located at 1840 25ih Street, Vow Beach, Florida 32960. INDIAN RIVER COUNTY For Publication in the Vero Beach Press JOunlal (Date(s)'. October 27, 2000 Please famish mar shoot and Affidavit ofPablication to: _ November 3, 2000 INDIAN RIVER COUNTY PURCHASING DIVISION 2625 19wr Avenue, Vero Beach, FL 32960 END OF SECTION 00020-1 (UGCOOl00.FMT):m SECTION 00100 INSTRUCTIONS TO BIDDERS (Based Upon E3CDC No. 1910-12, 1983 Ed.) 1. DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1983 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a bid directly to Owner, as distinct from a sub -bidder, who submits a bid to a Bidder. The term "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom Owner (on the basis of Owner's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidden, The Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2. COPIES OF BIDDING DOCUMENTS 2.1 Complete sets of the Bidding Documents in the number and for the deposit sum, if any, stated in the Advertisement or Invit:3ion w Bid may be obtained from Engineer. 2.2 Complete sets of Bidding Documents must be used in preparing Bids; neither Owner not Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3 Owner and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the work and do not confer a license or grant for any other use of the Bidding Documents. 3. QUALIFICATIONS OF BIDDERS To demonstrate qualifications to perform the work, each Bidder must be prepared to submit, within five days of Owner's request, written evidence, such as financial data, previous experience, present commitments, and other such data as may be necessary to prove to the satisfaction of the Owner that the Bidder is qualified by experience to do the work and is prepared to complete the work within the stated time period. 00100-1 4. EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1 It is the responsibility of each Bidder, before submitting a bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to become familiar with local conditions that may affect cost progress, performance, or furnishing of the work, (c) consider federal, state, and local laws and regulations that may affect costs, progress, performance, or furnishing of the work, (d) study and carefully camelate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors, or discrepancies in the Contract Documents. 4.2 Reference is made to the Supplementary Conditions for identification of 4.2.1 Those reports of explorations and tears of subsurface conditions at the site which have been utilized by Engineer in preparation of the Contract Documents. Bidder may rely upon the accuracy of the technical data contained in such reports, but not upon non- technical data, interpretations, or opinions contained therein or for the completeness thereof the purposes of bidding or construction. To obtain access to the site, the following shall be contacted: Michael C Hotchkiss, P E.. Environmental Engineer Project work site is located within the Sebastian Highlands subdivision road right-of-ways, cast of Roseland Road, north of Collier Creek, as shown on the construction plans. 4.2.2 Those drawings of physical conditions in relation to existing surface and subsurface conditions (except underground facilities) which are at or contiguous to the site which have been utilized by Engineer in preparation of the Contract Documents. Bidder may rely upon the accuracy of the technical data contained in such drawings, but not upon the completeness thereof for the purposes of bidding or construction. Copies of such reports and drawings will be made available by Owner he any Bidder on request. Those reports and drawings are not pan of the Contract Documents, but the technical data contained therein upon which Bidder is entitled to rely as provided in Paragraphs 4.2.1 and 4.2.2 are incorporated therein by reference. Such technical data has been identified and established in the Supplementary Conditions. 00100.2 4.3 Information and data reflected in the Contract Documents with respect a underground facilities at or contiguous to the site is based upon information and date furnished to Owner and Engineer by owners of such underground facilities or others, and Owner does not assume responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Supplementary Conditions. 4.4 Provisions conceming responsibilities for die adequacy of data furnished to prospective Bidden on subsurface conditions, underground facilities and other physical conditions, and possible changes in the Contract Documents due to differing conditions appear in Paragraphs 4.2 and 4.3 of the General Conditions. 4.5 Before submitting a Bid, each Bidder will, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests, and studies, and obtain any additional information and data which pertain to the physical conditions (surface, subsurface and underground facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance, or furnishing of the work and which Bidder deems necessary to determine its Bid for perforating and furnishing the work in accordance with the time, price and other terms and conditions of the Contract Documents. 4.6 On request in advance, Owner will provide each Bidder access a the site to conduct such explorations and tests as each Bidder deems necessary for submission of a Bid. Bidder shall fill all holes, clean up, and restore the site to its former condition upon completion of such explorations. 4.7 The lands upon which the work is to be performed, right-oRway and easements for across thereto and other lands designed for use by the Contractor in performing the work are identified in the Contract Documents. All additional lands and access therete required for temporary construction facilities or storage of materials and equipment are to be provided by and paid for by the Contractor. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by the Owner unless otherwise provided in the Contract Documents. 001m).3 r w+mcuuw .«.oim�.. 4.8 The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the work. I S. INTERPRETATIONS AND ADDENDA 5.1 All questions about the meanings or intent of the Contract Documents are to be directed to the Utilities Department staff- Michael Hotchkiss, P.E.. Environmental E ¢' ith Indian River County Qt lit Interpretation or clarifications considered necessary by Engineer in response to such questions will be issued by Addenda mailed or delivered to all panics recorded by Engineer as having received the Bidding Documents. Questions received less than ten days prior to the date for the opening of Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2 Addenda may also be issued to modify the Bidding Documents as deemed advisable by Owner or Engineer. BID SECURITY 6.1 Each Bid must be accompanied by Bid security made payable to Owner in an amount of five percent of the Bidder's maximum bid price and in the form of a certified or bank check or a Bid Bond issued by a surely meeting the requirements of Paragmph 5.1 of the General Conditions. 6.2 The Bid security of the Successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required Contract security, whereupon the Bid security will be returned. If the Successful Bidder fails to execute and deliver the Agreement and 1'umish the required Contract security within fifteen (15) days atter the Notice of Award, Owner may annul the Notice of Award, and the Bid security of that Bidder will be forfeited. D01004 rwaxwnu�..+.rwi� se• F, The Bid security of other Bidders whom Owner believes to have a reasonable chance of receiving the award may be retained by the Owner until the earlier of the seventh day after Ore effective date of the Agreement or the sixty-first day after the Bid opening, whereupon Bid security furnished by such Bidders will be returned. Bid security with bids which are not competitive may be returned before the end of the sixty-day period. 7. CONTRACT TIME The number of days within which, or dates by which, the work is to be substantially completed and also complete and ready for final payment (the Contract Time) are set forth in the Bid Farm and the Agreement. S. LIQUIDATED DAMAGES Provisions for liquidated damages, if any, are set forth in the Agreement. 9. SUBSTITUTE OR "OR EQUAL" ITEMS The Contract, if awarded, will be on the basis of materials and equipment described in the Drawings or specified in the Specifications without consideration of possible substitute or "or equal' items. Whenever it is indicated in the Drawings or specified in the Specifications that a substitute or "or equal' item of material or equipment may be furnished or used by Contractor if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the Effective Date of the Agreement The procedure for submission of any such application by Contractor and consideration by Engineer is set forth in Paragraphs 6.7.1, 6.7.2, and 6.7.3 of the General Conditions and may be supplemented in the General Requirements. 10. Btu FORM 10.1 The Bid Form is included with the Bidding Documents; additional copies may be obtained from Engineer (or the issuing office). 10.2 All blanks on the Bid Form must be completed in ink or by typewriter. 103 Bids by corporations most be executed in the corporate name by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign) and the corporate seal must be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation must be shown below the signature. 00100-5 10.4 Bids by partnership must be executed in the partnership name and signed by a partner, whose title must appear under the signature, and official ' address of the partnership must be shown below the signature. 10.5 All names must be typed or printed below the signature. 10.6 The Bid shall contain an acknowledgment of receipt of all Addenda (the number of which must be filled in on the Bid Form). 10.7 The address and telephone number for communications regarding the Bid must be shown. 11. SUBMISSION OF BIDS Bids shall be submitted at the time and place indicated in the Advertisement or Invitation to Bid and shall be enclosed in an opaque sealed envelope, marked with Project title (and, if applicable, the designated portion of the Project for which the Bid is submitted) and name and address of the Bidder and accompanied by the Bid security and other required documents. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 11.1 The Bidder shall submit the Bid in duplicate on the forms, or an exact copy of the forms, fumished herewith. The blank spaces on the Bid Form shall be filled in correctly for each Bid Item for which a Bid is submitted. 112 The Owner will consider only those bids received from parties who have obtained Contract Documents directly from the Owner or the Owner's Engineer, Contract Documents are not transferable to other parties for bidding purposes. Bids received from firms whose names are not recorded by the Owner or the Engineer as having secured documents for this Contract will be rejected. 12. MODIFICATION AND WITHDRAWALOF BIDS 12.1 Bids may be modified or withdrawn by an appropriate document duly executed (in the manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 00100.6 r...�.u...rsa•d�m. d 12.2 If, within two business days ager Bids are opened, any Bidder files a duly signed, written notice with Owner and promptly thereafter demonstrates to the reasonable satisfaction of Owner that there was a material and substantial mistake in the preparation of its Bid, that Bidder may withdraw its Bid and the Bid security will be returned. Thereafter, that Bidder will be disqualified from further bidding on the work to be provided under the Contract Documents. IJ. OPENING OF BIDS Bids will be opened and (unless obviously non-responsive) read aloud publicly. An abstract of the amounts of base Bids and major alternates (if any) will be made available to Bidders after the opening of Bids. W. BIDS TO REMAIN SUBJECT OF ACCEPTANCE All bids will remain subject to acceptance for ninety (901 days after the day of the Bid opening, but the Owner may, in its sole discretion, release any Bid and return the Bid security prior to that date. 15. AWARD OF CONTRACT 15.1 Owner reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time, or charges in the work, and to negotiate contract terms with the Successful Bidder, and the right to disregard all non -conforming, non-responsive, unbalanced, or conditional Bids. Alan, Owner reserves the right to 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 the Bidder, whether because the 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 Owner. Discrepancies in the multiplication of units of work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 15.2 In evaluating Bids, Owner will consider the qualifications of the Bidder, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices, and other data, as may be requested in the Bid Form or prior to the Notice of Award. 00100-7 15.3 Owner may consider the qualifications and experience of subcontractors, suppliers, and other persons and organizations proposed for those portions of the work as to which the identity of subcontractors, suppliers, and other persons and organizations must be submitted as provided in the Supplementary Conditions. Owner may consider the operating touts, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the work when such data is required to be submitted prior to the Notice to Award. 154 Owner may conduct such investigations as Owner deems necessary to assist in the evaluation of any Bid and establish the responsibility, qualifications, and financial ability of Bidders, proposed subcontractors, suppliers, and other persons and organizations to perform and famish the work in accordance with the Contract Documents to Owner's satisfaction within the prescribed time. 15.5 If the Contract is to be awarded, it will be awarded to the lowest Bidder whose evaluation by Owner indicates to Owner that the award will be in the best interests of the Project. 15.6 If the Contract is to be awarded, Owner will give the Successful Bidder a Notice of Award within sixty days after the day of the Bid opening. 15.7 More than one Bid from an individual, finn, partnership, corporation, or association under the same or different names will not be considered. Reasonable grounds for believing that one Bidder is financially interested in more than one proposal for the same work will cause the rejection of all proposals in which such Bidders are believed to be interested. Any or all proposals will be rejected if there is reason to believe that collusion exists among the Bidders, and no participants in such collusion will be considered in fimme proposals for the same work. L. 15.8 Within ten (10) calendar days of the date of award of the Contract, the Bidder to whom the Contract is awarded shall execute and deliver the necessary documents entering into the Contract with the Owner. Payment L. Bond for the total amount of the Bid and Performance Bond for 125% of the Bid shall have been furnished, executed, and delivered before the LContract will be executed by the Owner. 6 00100-8 15.9 Failure upon the part of the Bidder to whom the Contract has been awarded to execute and deliver the Contract and the Surety Corporation Bond in the manner and within the time provided shall be just cause for annulment of the award and for the exclusion of the Bidder from bidding on subsequent projects, at the Owner's discretion. It is understood and agreed by said Bidder, that if the award is annulled for the above persons, the certified check or Bid Bond shall become the property of the Owner, not as a penalty, but as liquidated damages. 16. CONTRACT SECURITY Paragraph 5.1 of the General Conditions and the Supplementary Conditions set forth Owners requirements as to Performance and Payment Bonds. W hen the Successful Bidder delivers the executed Agreement to Owner, it must be accompanied by the required Performance and Payment Bonds. The Performance Bond shall contain a specific provision that delay damages are covered by the Performance Bond. 17, SIGNING OF AGREEMENT When Owner gives Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within ten (10) days thereafter, Contractor shall sign and deliver the required number of counterparts of the Agreement and attached documents to Owner with required bonds. Within a reasonable time thereafter, Owner shall deliver one fully signed counterpart to Contractor. Each counterpart is to be accompanied by a complete set of the drawings with appropriate identification. END OF SECTION 00100-9 (UGC00310.FMT):aa SECTION 00310 BID FORM Y (Based Upon EJCAC No. 1910-18,1983 Ed.) PROJECT IDENTIFICATION: SEBASTIAN WATER ASSESSMENT PROJECT PHASE 3A TIES BID 1S SUBMITTED TO: Indian River County 2625 19th Avenue Vero Beach, FL 32960 1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an agreement with Owner in the form included in the Contract Documents to perform and famish all work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in the Contract Documents and in accordance with the other terms and conditions of the Contract Documents. 2. Bidder accepts all of the terns and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of Bid Security. This Bid will remain subject to acceptance for sixty days after the day of Bid opening. Bidder will sign and submit the Agreement with the bonds and other documents required by the Bidding Requirements within ten days after the date of Owner's Notice of Award. 3. In submitting this Bid, Bidder represents, as more fully set forth in the Agreement, that: (a) Bidder has examined copies of all the Bidding Documents and of the following Addenda (receipt of all which is hereby acknowledged): Date Number 11/17/00 1 (b) Bidder has familiarized itself with the nature and extent of the Contract Documents, the work, site, locality, and all local conditions and laws and regulations that in any manner may affect cost, progress, perfomlance or finishing' of the work. 00310-1 4. Bidder will complete and include with the bid the Schedule of Bid Items attached to this Proposal. The quantities shown on the Schedule of Bid Items are approximate quantities to be used for the purpose of comparing bids. The actual quantities may vary. his further understood that the actual amount of the Agreement, and payments thereunder, will be based upon the actual quantities placed into the work. 5. Bidder agrees that issuing of award may be delayed for a period of up to ninety (90 calendar days after the scheduled closing time for receiving bids. 6. • Bidder agrees that the work will be completed in accordance with the following time frame: (a) Within 40 calendar days from effective date of Notice to Proceed, Contractor shall complete the following tasks: _ 1. Obtain all necessary permits. 2. Receive approved shop drawings for all materials and equipment to be utilized in thejob. 3. Perform all photographic recording and documentation of conditions prior to construction. 4. Locate all existing utilities in the area of work. 5. Mobilize all labor, equipment, and materials. 6. Deliver and store all equipment and materials to thejob site. 7. Notify all utilities and other affected parties prior to initiating conslmction. (b) From 41 calendar days to 170 calendar days from the effective date of Notice to Proceed, the CONTRACTOR shall complete the following tasks: 1. Install all pipe and appurtenant items. 2. Perform all testing. 3. Restore all disturbed areas to their preconstruction condition. 4. Correct all deficiencies noted by Engineer. Completion of all tasks outlined above (i.e., Subparagraphs a and b) constitute Substantial Completion. e) From 171 calendar days to 200 calendar days from the effective date of Notice to Proceed, the CONTRACTOR shall complete the following tasks: Clean up project area. Remove all equipment and material from project site. Perform commix close-out procedures. Completion of all tasks outlined above (i.e., Subparagraphs a, b, and c) constitute Final 00310-3 Completion. 1. The following documents are attached to and made a condition of this Bid: (a) Schedule of Bid Items. �V (b) Required Bid Security in the Form of Insurance. 8. ' Communications concerning this Bid shall be addressed to: Michael C H thk"s PE Environmental Engineer (561) 567-8000.1821 The address of Bidder indicated below is as follows: P. 0. Box 653 Aebaxndale F1 33823 The terms used in this Bid which are defined in the General Conditions of the Construction Contract include as part of the Contract Documents have the meanings assigned to them in the General Conditions. SUBNUTTED ON 00310-4 SCHEDULE OF BID ITEMS INDIAN RIVER COUNTY SEBASTIAN WATER ASSESSMENT PROJECT, PHASE 3A MDIAN RIVER COUNTY PROJECT NO. UW -97 -16 -DS r- ESTIMATED UNIT SUB ITEM OUANTITYNIJIT _ aaPRlf°,.-.S: CLAl ;A MOBILIZATION I UNIT fIij',d0-3dT DIP POLYWRAP 2,990 L.F. .20 598.00 12"DIP WM CLASS 350 126 L.F. 20.00 2,920.00 IT, PVC WM 6,374 L.F. 16.50 105,171.00 G"DIP WM CLASS 350 2,064 L.F. 11.00 8.50 31,504.00 X6.00 6"PVC WM 36,796 L.F. 4" PVC WM 3,300 L.F. ]_00 25_100.00 12" GV 5 UNIT 1550.00 7,_500.00 1 6" GV 66 UNIT 500.00 33_000.00 4" GV 8 UNIT 425.00 X400.00 6"X12"TAPPING SLEEVE AND VALVE 3 UNIT 0 9.000.00 • 10"X12" TAPPMG SLEEVE AND VALVE I UNIT 5,D00.00 5_000.00 FHA 45 UNIT 18� 00.00 81,000.00 C' SHORT SINGLE SVC 94 UNIT 450.00 42,300.00 I" LONG SINGLE SVC 139 UNIT 6'lA 00 -�Z,510.00 1.5- DUAL SHORT SVC 155 UNIT 4]5.00 11 6 5.00 1.5" DUAL LONG SVC 158 UNIT 700.00 110 600.00 FITTINGS 15 TON _500,00 7,590.00 JUMPER 5 UNIT 500.00 5_500.00 4- DRIVEWAY BORES 17 UNIT 350.00 5.9 0.00 G' DRIVEWAY BORES 225 UNIT 350.00 ]3_]50.00 RESTORE ASPHALTPAVEMENT 1,500 L.F. 30.00 45,000.00 4" DIRECTIONAL SOME (60') 3 UNIT 1,500.00 4,_500.00 G" DIRECTIONAL BORES (60') 23 UNIT IB, 00.00 45_400.00 12" DIRECTIONAL BORES(60') 4 UNIT 3,600.00 14,400.00 12" DIRECTIONAL BORES (70) 1 UNIT 4,200.00 4,2 0.00 12" DIRECTIONAL BORES U 20) 1 UNIT 7.200.00 ),200.00 12" DIRECTIONAL BORES (50D') I UNIT3],000.00 3],000.00 6" JACK & BORES (40') 1 UNIT 2, 100.00 2,100.00 6"JACK & BORES (50') 1 UNIT 2,260-00 -,b00.00 6' JACK & BORES (60') 1 UNIT 2,900.00 5 900.00 12" JACK & BORES (60') 1 UNIT 6050.00 X000.00 RESTORE CONC DRIVEWAY 1,000 LT 20.00 20,000.00 SOD 49,500 LY 2.00 99,000.00 SEED &MULCH 5,500 L.F 1.00 5,500.00 TOTAL BID PRICE IJ 31441954.00 The cons6uction of water mein Snell include, but B vol liminal to, ut0ities explore0ao, coord"we0av wild any permitfwg egcocies, travchivg,dewatering, insmuevov of pipe wiW fittings and ell sppunanavcos, msuaincu, and soil compaction, dis'mfa0on, matings (includes pmvidiog mmpormyjumper or evoWm eppmvod medrod for doadRoctiov and Busbiog) ini,shur sepah ss -built drswas, and Vetlic control. The PVC pipe sbell be C-900 aed We DIP pipe shall W pressmo alms 350 DIP pm lidim Rivcr Comty Utility Standards end Spordicstiom. (1t must hmo a mead `' Ihiekvess egad or eaemding We Clan 50). The Contractors O cicvly spmify We one ueed m We bid. Contractor wW be pavldad wild copy of wr stmctiov plans or AUTOCADD format which includes lorv0on o lbmvco to sum plane coordinates. Additional d'uecliood bore items are includcd'm Schcdulo of Did Items as an tlumaze to opoo cut \_ and restore across paved roads. 00310-5 Trench Safelv - Bidder acknowledges that included in the various items of the Proposal and in the total Bid Price are costs for complying with the Florida Trench Safety Act (90-96, Laws of Florida), effective October 1, 1990. Bidder further identifies the Costs to be summarized below: Trench Safety Units of Unit Unit Extended Measure Measure (Quantity) Cost Cost (Description) A. Trench Shield IN Inn— I no B. 51„N bank T. _L09— .1.g0— —wp.ga-- C. D. Total T 200.00 Failure to c(tplplele the above may result in the Bid being declared non-responsive. P. 0. Box 653 ignature 3ason T. Chambers Address Vila Prncidce♦ Auburndale, P1 33823 Title C0 CO 40079 11/25/00 License Number (If Applicable) Date (SEAL- if Bid is by a corporation ATTEST:r� Glenda M. Chambers, Secretary If Bidder is: An Individual .. By: (SEAL) (Individual's Name) doing business as: V V L00310-6 i V Business address: Phone Number: A Partnerohio By: (General Partner) Business address: Phone Number: If Bidder is: A Corp gr ti n By P (Corporation Name) Flor'da (\�\� (State of Corporation) By )q_1 U(Name of Peroon AuUroriud ro Sign) Salon T. Chambers, Vice Presiden[ -- (Title) (Corporate Seal) ATTEST: C ends M. Chambers, Secretary Business Address: Auburndale P1 33823 (General Partner) 00310-7 Business address: A Joint Venture By: ' By: (Bach joint venturer must sign. The manner of signing for each individual, partnership and corporation that is a part to the joint venture should be in the manner indicated above.) 00310-0 SWORN STATEMENT UNDER SECTION 287.133(3)(a) FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES STATE OF COUNTY OF Polk (To be signed in the presence of a notary public or other officer authorized to administer oaths.) Before me, the undersigned authority, personally appeared Jason T. chambers who, being by me first duly sworn, made the following statement: 1. The business address of Tri -Sure Corporation (nameofBidderor Contmctor)is P. 0. Box 653 AuhurodaLa.-E1-33A23-- 2. My relationship to Tri -sure Corporacion (name of Bidder or Contractor) is Vice President (relationship, such as sole proprietor, partner, president, vice president). 3. I understand that a public entity crime as defined in Section 287.133 of Florida Statutes includes a violation of any state or federal law by a person with respect to and directly related to die transaction of business with any public entity in Florida or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any Bid or Contract for goods or services to be provided to any public entity or such an agency or political subdivision and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 4. 1 understand that "convicted" or "conviction" is defined by the statute to mean a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a juryverdict, nonjury vial, or entry of a plea of guilty or nolo contendere. 5. 1 understand that "affiliate" is defined by the statute to mean (1) a predecessor or successor of a person or a corporation convicted of a public entity crime, or (2) - an entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime, or (3) those officers, directors, executives, partners, shareholders, employes, members, and agents who are active in the management of an affiliate, or (4) a person or corporation who knowingly entered into ajoint venture with a person - who has been convicted ofa public entity crime in Florida during the preceding 36 months. L 00310-9 6. Neither the Bidder or Contractor nor any officer, director, executive, partner, shareholder, employ«, member or agent who is active in the management of the Bidder or Contractor nor any affiliate of the Bidder or Contractor has been convicted of a public entity crime subsequent to July 1, 1989. (Draw a line through Paragraph 6 if Paragraph 7 below applies) 7. There haz been a conviction of a public en' rime by the Bidder or Cont/ r, or an officer, directoq executive, panneq sharch r, employees, membeto or agent of [he Bid r Contractor who is activeJrvdlclnane ent of the Bidder or Convector or an affiliate of Ute Bt or Cont etoE A determination has been made pursuant to Section 287,733 (3) by order tvlsion of Administrative Hearings that it is net in the public interest for rd of the convic arson or affiliate to appear on the convicted vendor list . The a of the convicted person orafBlta Acopy ofthe order the Divismn ofAdminisvative Hearings is attached to 'rdat�ment. (Draw a line through Paragraph 7 if Paragraph 6 ab applies) ason T. Chambers, Vice President gwom to and subscribed before me in the state and county first mentioned above on the 29th_ day of November ,2000. 1AMx1'PY ,Qtl�� (affix seal) Ndtary Ptiai� chrNELL o. srouTzl NOIPry Pu011C, swe aFlZ 03 My cora issl n expires Comm. No. CC6r892 00310-10 SWORN STATEMENT UNDER SECTION 195.2 INDIAN RIVER COUNTY CODE ON DISCLOSURE OF RELATIONSHIPS THIS FORM MUST BE SIGNED IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICER AUTHORIZED TO ADMINISTER OATHS, This swom statement is submitted with RPF No. for 025 2. This sworn statement is submitted by: Tri -Sure Corporation (Name of entity submitting sowm statement) whose business address is P. 0. Box 653, Auburndale, Florida 33823 and (If applicable)its Federal Employer Identification Number(FEIN)is 59-149814X1£ the entity has no FEIN, include the Social Security Number of the individual signing this sworn statement 3. My time is Jason T. Chambers and my (Print time of individual signing) Relationship to the entity named above is Vice President I understand that an "affiliate" As defined in Section 105.08, Indian River County Code, means: The term "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of the entity. I understand that the relationship with a County Commissioner or County employee must be disclosed As follows: Father, mother, son, daughter, brother, sister, uncle, aunt, fust cousin, nephew, niece, husband, wife, father-in-law, mother-in-law, son-in-law, brother-in-law, sister-in-law, stepfather, stepmother, stepson, stepdaughter, stepbrother, stepsister, half brother, half sister, grandparent or grandchild. Based on information and belief, the statement which 1 have marked below is true in relation w the entity submitting this sworn statement (Please indicate which statement applies). 00330-11 Neither the entity submitting this sworn statement, nor any officers, directors, executives, parmers, shareholders, employees, members, or agents who are active in management of the entity, have any relationships as defined in Section 105.08, Indian River County Code, with any County Commissioners or County employee. _ The entity submitting this sworn statement, or one or more of the afters, directors, executives, partners, shareholders, employees, members or agents who are active in management of the entity have the following relationships with a County Commissioner or County employee. Name ofAffiliate NamcofCtNntv Relaiomiln Or Entit Commissione (Signature) 11/29/00 (Dale) State of PI iy r . County of Palk The foregoing instrument was acknowledged before me this 29d8y of Nov -tuber 2000, by _J—u T. Chaaaem_u aaei—= Ch—h i—, who is personally known to me or has produced as identification. O 11,` -gP1{1R ICc Sign re PRINT' STTE OF FLORIDA AT LARGE {\ ,J MV cyco oYNELLa. sTWR yn onc. say. of Finaea mnCOMO, V JaLnCu,20*2 RB25 END OF SECTION 00310-12 This document has important Iccal consequences: consultation wllh an attorney is encouraged with respect to its completion or modification. SECTION 00570 STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR ON THE BASIS OF A STIPULATED PRICE Prepared by ENG INEERS 101 NT CONTRACT DOCUMENTS COMMITTEE I, I wes.... and Issued and Published Jointly By 14(RIUx sau[n ar rnn [N4ix([fl5 PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE Aprac+iee dauion o/+hr NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS AMERICAN CONSULTING ENGINEERS COUNCIL AMERICAN SOCIETY OF CIVIL ENGINEERS CONSTRUCTION SPECIFICATIONS INSTITUTE This document has been approved and endorsed by sa,=115;z�q' The Associmed General Contractors of America This Standard Form of Agreement has been prepared for use with the Standard General Conditions of the Construction Contract. No. 19108, 1981'edition. Their provisions arc imarsclated and a change in one may necessitate a change in the others. The i6ggestcd language for instructions to bidders contained In the Guide to the Preparation or Imtructions to Bidden, No. 1910-17, 1981 edition, is also carefully Interrelated with the language Of this Agreement. Comments concerning their usage are contained in the Cnmmenlary on Agreements for Engineering Services and Contract Documents. No. 19109. 1981 edition. See also Guide Io the Preparation cf Supplcmentdry Conditions. No. 1910.17, 1981 edition. EICMNe. lelahA-1111e1 r.c.....1 UTIL (EJCDC. FMT):as EJCDC STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR ON THE BASIS OF A STIPULATED PRICE THIS AGREEMENT, dated the day of in the year 2000 by and between Indian River County, a political subdivision of the State of Florida (hereinafter called OWNER) and Tri -Sure Corporation.lhereinafter 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 work is generally described as follows: Construction of approximately 126 L.F. of 12" DIP, 6,374 L.F. of 12" PVC, 2,864 L.F. of 6" DIP, 36,796 L.P. of 6" PVC, 3,300 L.F. of 4" PVC water main in the Sebastian Highlands Subdivision - Phase 3A from existing water mains located on Barber Street, along with fire hydrants and services. Restore the right-of-ways as close as possible to the pre -construction condition or better. Construction consists of, but is not limited to utilities exploration, coordination with any permitting agencies, trenching, dewatering, installation of pipe with fittings and all appurtenances, restrainers and soil compaction, disinfection, testing (includes providing temporary jumper or another approved method for disinfection and flushing) irrigation repair and traffic control. The PVC pipe shall be C-900 and the DIP pipe shall be pressure class 350 per Indian River County Utility Standards and Specifications (with metal thickness equal or exceeding the Class 50 for under road). The Contractor shall clearly specify the one used on the bid. CONTRACTOR, as an independent contractor and not as an employee, shall furnish, for the sum amount of $1,364,954,00, all of the necessary labor, material, and equipment to perform the work described above in accordance with the Contract Documents. Article 2. ENGINEER. The project has been designed by Indian River County Utilities Department, hereinafter called ENGINEER, and who is to act as OWNER'S representative, assume all duties and responsibilities and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the work in accordance with the Contract Documents. FA -1 Article 3. CONTRACT TIME. ._. 3.1 The work will be completed in accordance with the following time frame. (a) Within 40 calendar days from effective date of Notice to Proceed, CONTRACTOR shall complete the following tasks: 1. Obtain all necessary permits. 2. Receive approved shop drawings for all materials and equipment to be utilized in the job. 3. Perform all photographic recording and documentation of conditions prior to construction. 4. Locate all existing utilities in the area of work. S. Mobilize all labor, equipment, and materials. 6. Deliver and store all equipment and materials to the job site. 7. Notify all utilities and other affected parties prior to initiating construction. (b) From 41 calendar days to 170 calendar days from the effective date of Notice to Proceed, the CONTRACTOR shall complete the following tasks: 1. Install all pipe and appurtenant items. 2. Perform all testing. 3. Restore all disturbed areas to their preconstruction condition. 4. Correct all deficiencies noted by ENGINEER. Completion of all tasks outlined above (i.e., Subparagraphs a and b) constitute Substantial Completion. c) From 171 calendar days to 2200 calendar days from the effective date of Notice to Proceed, the CONTRACTOR shall complete the following tasks: 1. Clean up project area. 2. Remove all equipment and material from project site. 3. Perform contract close-out procedures. Completion of all tasks outlined above (i.e., Subparagraphs a, b, and c) constitutes final completion. PA -2 3.2 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will .. suffer financial loss if the work is not completed within the times specified in Paragraph 3.1 above, plus any extensions thereof allowed in accordance with Article 12 of 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 completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER four -hundred and fifty dollars ($450.00) for each day that expires after the time specified in Paragraph 3.1 for Substantial Completion, if CONTRACTOR shall neglect, refuse or fail to complete the remaining work within the Contract Time or any proper extension thereof granted by OWNER, CONTRACTOR shall pay OWNER four -hundred and fifty dollars ($450.00) for each day that expires after the time specified in Paragraph 3.1 for completion and readiness for final payment. Article 4. CONTRACT PRICE. 4.1 OWNER shall pay CONTRACTOR for completion of the work in accordance with the Contract Documents in current funds in the amount of 01.364 954,00 Article S. PAYMENT PROCEDURES. CONTRACTOR shall submit Applications for Payment in accordance With Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1 Progress Payments. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Applications for Payment as recommended by ENGINEER, on or about the 30th day of each month during construction as provided below. All progress payments will be on the basis of the progress of the work measured by the schedule of values established in Paragraph 2.9 of the General Conditions (and in the case of Unit Price Work based on the number of units completed), or, in the event there is no schedule of values, as provided in the General Requirements. FA -3 5.1.1 prior to Substantial Completion, progress will be made in an amount equal to the leatheaggregate percentagen ted below, but, in each case, Of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with Paragraph 14.7 of the General Conditions. 90% of work completed. If work has been 90% completed as determined by ENGINEER, and if the character and progress of the work have been satisfactory to OWNER and ENGINEER, OWNER, on recommendation of ENGINEER, may determine that as long as the character and progress of the work remain satisfactory to them, there will be no additional retainage on account of work completed, in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 1008 of the work completed. 508 of materials and equipmentsuitably incorporated in and the work (but delivered, Y accompanied by documentation satisfactory to OWNER as provided in Paragraph 14.2 of the General Conditions). 5.1.2 Upon Substantial Completion in an amount sufficient to increase total payments to CONTRACTOR to 1008 of the Contract price, less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with Paragraph 14.7 of the General Conditions. 5,2 Final payment. Upon final completion and acceptance of the work in accordance with Paragraph 14.13 Of the General Conditions, OWNER shall pay the remainder of the Contract Price as reconmended by ENGINEER as provided in said Paragraph 14.13. Article 6. INTEREST. Not Applicable. Article 7. CONTRACTOR'S REPRESENTATIONS. In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: FA -4 7.1 CONTRACTOR has familiarized itself with the nature and extent OF THE Contract Documents, work, site, locality, and all local conditions and laws and regulations that in any manner may affect coat, progress, performance or furnishing of the work. 1.2 CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in Paragraph 4.2 of the General Conditions, and accepts the determination set forth in Paragraph SC -4.2 of the Supplementary Conditions of the extent of the technical data contained in such reports and drawings upon which CONTRACTOR is entitled to rely. 7.3 CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, exploration$, tests, reports and studies (in addition to or to supplement those referred to in Paragraph 7.2 above) which pertain to the subsurface or physical conditions at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the work as CONTRACTOR considers necessary for the performance of furnishing of the work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of Paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 7.4 CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing underground facilities at or contiguous to the site and assumes responsibility for the accurate location of said underground facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said underground facilities are or will be required by CONTRACTOR in order to perform and furnish the work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of Paragraph 4.3 of the General Conditions. FA -5 7.5 CONTRACTOR has correlated the results of all such observations, examinations, investigations, explorations, tests, reports and studies with the terms and conditions of the Contract Documents. 7.6 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 8. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire agreement between OWNER and CONTRACTOR concerning the work consist of the following: 8.1 This Agreement (Section 00530). 8.2 Performance and other bonds (Sections 00610 and 00620). 8.3 Notice of Award and Notice to Pmceed. 8.4 General Conditions (Section 00700). 8.5 Supplementary Conditions (Section 00800). 8.6 Specifications bearing the title "SEBASTIAN WATER ASSESSMENT PR CT P as listed in the table of contents hereof. 8.7 Drawings, inclusive with each sheet bearing the following general title: WATER ASSESSMENT PROJECT. PHASE 3A" 8.8 Addenda numbers _ to _, inclusive. 8.9 CONTRACIOR's Bid (Section 00310). 8.10 Indian River County Water and Wastewater Utility Standards. 8.11 The following, which may be delivered or issued after the effective date of the Agreement and are not attached hereto: All written amendments and other documents amending, modifying, or Supplementing the Contract Documents pursuant to Paragraphs 3.4 and 3.5 of the General Conditions. FA -6 There are no Contract Documents other than those listed above in this Article S. The Contract Documents may only be amended, modified or supplemented as provided in Paragraphs 3.4 and 3.5 of the General Conditions. Article 9. MISCELLANEOUS. 9.1 Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. 9.2 No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 9.3 OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partnere, successors, assigns and legal representatives in respect of all covenants, agreements and obligations contained in the Contract Documents. 9.4 THE CONTRACTOR SHALL BE PROPERLY LICENSED TO PRACTICE ITS TRADE OR TRADES WHICH AAE INVOLVED IN THE COMPLETION OF THIS AGREEMENT AND THE WORK THEREUNDER. Article 10. OTHER PROVISIONS. FA -7 IN WITNESS WHEREOF, OWNER AND CONTRACTOR have signed this Agreement in triplicate. One counterpart each has been delivered to OWNER, CONTRACTOR, and ENGINEER. All portions of the Contract Documents have been Signed or identified by OWNER and CONTRACTOR or by ENGINEER on their behalf. n aoe This Agreement will be effective on VI .aS 28ff. �— OWNER Indian River t CONTRACTOR a H d of County C/�/ -Sure CpMrati BY > n2� J ACL LX��V BY CAROLINE D. Irl N,ChkirnOu aeon T. Chambers BCC APPROVED: ice President DECEMBER 19,2000 (CGRPGRATE SEAL) It - Attea[ PATIiICN M. RIOGEL�DEPUTY CL N a S S. Chandler C my Administrator Address for giving notices Address for giving notices 1840 25th Street Vero Reach, Florida 32960 (If OWNER is a public body, attach evidence of authority to sign and resolution or other documents authorizing execution of Agreement) P. O. Box 653 Auburndale, FL 33823— License No. CU CO 40079 Agent for service Of Process: (If CONTRACTOR is a corporation, attach evidence of authority to sign) END OF SECTION FA -8 ••. Construction Performance Bond mmm.mDED6D. 1' urmn RNA1Ra2 Mm IYIt PL 4698 CLLPNGAOYROOYA} SECTION e0610 ylgµµ611GgFL6 AnY ainryWeefertnn mCenmeme Butely.OWmrorolAe<pant aAJl bemnale<r<e plunlwMrnppliobb. CONTRACIOR(NamemC Aetlnv): SURETI'(Name a no primi'M Plam of Bufin<a): N Sxl-Hate feapeea[We Neecheote Boneto6 CowPoOY Oialua]) P. 0. 6m 659 P. 0. Sent 26320 Aubueoeale, PC 33023 Austin. . 383554320 W 863-969-5506 512-343-933 Oa ORMER(4meme.1mers2: Indian River County, a Political Subdivision of tam Bute of Florida HA0 25th Street Vale Basch, norlds 32960 FIMAMM 561163-0000 _ CONSTRUCEION CONTRACT D-: Amounc 81.364.959.00 DOenptap(Name and Lonation): Water Praiser. PAeee 31 terldeevcvnc Sebe tlem c BOND Dneu vetOa¢1r IL:i.364,954.00 Modit—wo'.. mint Bene Form: Nem. ONIRACTOR AS PQINCIPAL SU�RnEmTYx'nY C P (Cary.5ea1)tS a11.; RFOeµ'� l�CDAIrIG mrmlNG G¢n �Yt0AL3 in R i' ,k' Sinai, Qu J { N rN. /MM eN. <.,&a Name ane oeaPL Y. IOPrc.ca. 5 ! .— D.`: ¢mtDay-m-Fete .m Ptodm Sa.9deee A9mt t.6(' m'.. `(.-.J'j4�.yta1 `<?u' Ng09811: 9u91z z t. PoWil 1229. 'PAIdPa.PM PL 33601-III9 � CO tteaR l6�P CIf�fJ. SUC .I'.. 'bar NOIY.}`'`/r21 .. •. (Cory. 6ea11 ComPanY (Corp. 5eJ3 3i6no •rip's Diane- N Name andTiNc: Name and Von: tJ WOR INFORMAMgN ONLY—Nand, AEG:naa1d TIcph^nel panYl: AGENT ar BROKER: O W NE W S REPRESENTASI V E Nrt11-1. Enyn ee r or ether ]aveph V. IOP[ev[(� Reaw i B[wo, iee. Po 30< 1339. iYV1. R 33603-3339 Rli 336-IJ13 aesiodsLeioo Construction Payment Bond win w: n,4698 11.1.9 .0610 An .n vl.r r. rerno,mC9n wr. surt[r.Oveeroromo mrlmnMwnuid—d Pmnl mneee entiWe'.. CONIDALTOR IN... all Add:en): SURM Meme ad Prin[igl Plue or Business): T[l-wn Coapa.a.. an ..r. lov1ln6 Co.pm3 (daroan P. 0. . 653 P. 0. Bo. 16310 Ausurnall e4 35815 AurtSo. OR 36355-031) 663463-5506 51P-3631053 OWNER (New and Address): Iodine Riue[ County. a Pa]i[1ce1 Eu601ulevon of [6e state Of as ... do IBM PS[B Series Vern Eea[F. Florida 32969 56I-563-0690 CONSTRUCTION CONTRACT D.:e 41,364.954.00 De%d91iM (N.me end LOe""n): Roussel- Veer An .... ..I fmjec . Pees ]A Se6.nrLu. Florida On OS SURM +e4p::PFR,Y �Y -UI VEEWNRET'9 ww�wwd LYf@IM (ypPpFL] - - Name and IRIe: Joa.P4 V. LOPnnii.: daoroe9-So-Pont and Florida Yeeid.ur Astor IWIOIf1[5: 6I3/026-tl11 FE wr 1219. TNRA. PL 33601-1]]9 sUERT OWe'soY: (Cory. Reall .BOND M¢ INm eaelier,aaa Caafuunian Conusst D.:.): Aronson: fIP66.95f.B0 MWES.d.,1.:oil Band FWd: ... safe Pap. CONTRACTOR AS PRINCIPAL C11!11 : (C.m.5..0 3R3 n romen,�e:74x.: C/nnErnr, V- Onskii' SIM GrOP.I.PRINfU'AL Tons' ICOR seal) I'tinr+ 06f<� m�qt Y 1 wQT d♦ Its namtt Name and Tlae: EIO.O N.. 1WarSn NBP Sun.. Wnmlfw .Wemmu. A..-. nnxun N Area.1u ammnn Sr -- .sane—an m nnaYUL Snmp ATRIIiCOW CEENMATON: HL ST PAGE JK. BA1ITON,CIETK m.w.,. ��i.'smpma.�-..uwonmw..nw..e.neuao-.n.-Iu: p�Nu uFanuv nw bammua le.nYNmnunw in Cuu�n •KIwMsW—' o. Cpvwvum Cnn IRIS BB10 IS 1. 1RO31E0 50 f9Gi 3M PBOP133All N0 L9R. I. aP SNCl1aH 355.05 a& SYAT3UB 113.33. 91MID1 SMSVRSv K[�pp8131PPLICBBtH. ANC ]NWVOMSP➢ ®lelH BP BHP®RVCC. IFO0.MOMB MNOYLV—Name. Md—Iand 9laphonN1 ]nsph Yr ROKZSi.R[ew6H[ow.OR'NE0.'SREPRESEMATIVEIArteiva, Enai...prp�Vreamx panY6 Po WR IH39, iYQA. PL A601-1335 Su/ — oisioasLsieo ATRUECOR CERTIFIC It Ma PAOE I.R. RNIIW.0 Merchants Bondpg Company, , L POWER OF ATTORNEY C. W Brl0 es, io"o W. aM/a[ Plta tl. 4uua ren{u Cmrlm .e MI. 111. MMCPEp'11 .S (St.5W.N0.ap1 Mllau Pana Pr ttoPipa IrypINII1IVFP C011X1Y MIS'00 COROEC THPl11115 ry ol..I XALOX PI.,. TRISOYrx' pr YInW' 7,)k f pnlf - rvW4wt�w�µ vpw rvwwawwnawue u�ul�ivap�rar�axwarvnarux ntmnm. wr wwrn Nu+n[wvn w.pmarw�u.'xnrgt~p`gvuntm�i'vpuawmrywma my.myurnnnu•prrp nwpymrnwnaw•n+prn �unrp✓Cumo'�eaaxvmevowu•wwa rvapnmprrtawVe. ixmurrctaw� awcmwn.aawquuruanum•nanmanry •nrmxwyn I srYwFnnnanwa wun uu mn• ww.•auuaarro.nw, lat aanu r'%rcilw�iiewa'u[cunm'uxnux� a:•OPPOq/^n ii aw plat .lenuary J9n n.epmamarwinewrnnar.ixenfrwnexW.wl'owo[aWar�IwMupw awa [xnuw•wwi�r anwnnwow as wa�•raao//.r��uwrnw.•yn oyY�va/�r�u��x� 'a�IOWP''�i x+nPm P+rmrcrr tT arv.w.earo.w,a.e. "°%: .a'"3k[uu"mluur`"'t/wn""in c Pana Pr ttoPipa IrypINII1IVFP C011X1Y MIS'00 COROEC THPl11115 ry ol..I XALOX PI.,. TRISOYrx' pr YInW' 7,)k f pnlf - ACOR CERTIFICATE OF LIABILITY INSURANCEI of ioioi I (Lanier Upshaw, Inc. ON'L'Y' AND CONFERS NO RIGHTS UPON THE CERTIFICATE ' 1I15' US Hwy 98 South gLGRTNEHIWVaERAGEGAFFOBUD BDOES Y THE PoUCIES BELOW P.O. Box 468 La Lakeland FL 33802 INSURERS AFFORDING COVERAGE RA: American Employers CriEOSure Corporation NsuREReCommercial Union Insurance P.O. Box 653 PuFCCI Insurance Company IAuburndale, FL 33823-0653 INSURERS ME PoIICE9 OF RIBUrCE L61E0 BELOW NAVE BEEN ISSUED TO THE NSUHED NAMED MOVE FOPTHE POLICY PEPgOINDICATED. NOTWITHSTANDING .ANY W=CW LEAN 011 CONDITION K ANY CONDUCT OR OTHER DER UMENT LEN RESPECT TO NHGII THIS CEHLEICATE IMY 9E ISSUED On MAY PENTAN. ME NBURANDE AFFgmEO BY ME HOMES DESCRIBED IEIRON IS SUWEOT TO ALL THE TEBMS. EMLUSIONS AND PoNDMENe OF AND ABUSE.. AGOPEGATE UM1189HGWN MAY IUVE BEEX BEd UC EO BY PAW CIAIM6. rmEGF IxwBAxce c e Fe rlBn x11,000,000 ARa AZR7220L98xBM 09/01/00 09/01/01 E Xxm Mexcwl,GexEwLLwexm Ya,. ei1100, 000 amMBMAOE X OSOUR MEDEMPIATry EA.G NA 5,000 11,000,.000 AGGREGATEGENERAL 12, ODO, 000 DUCTS,SO P G,12, 000, 000 «AZM07939F A ASTouoe.. uaelun 07/01/00 07/01/01MxmeG TEHM kae<naenpsrx 11000,000 T, a AILOYNEDALTOG rB fl ol:z X -0rivee Other Car EmGGM1 DAMAGE E11.11 ND AUWmar.E r AND -TO B EXOGUSUARMY CZDW51202 07/01/00 07/01/01 EAEH000NRRENGE x2,0051000 'I XOxUR CTAR.GLEME AGGREGATE 12,000,000 X ARTS 110000 C w OOIWCUOA42919 06/01/00'06/01/01 WnvAAIUm, LYNANB EMPLUYERSD RE ExTH S500,000 . A Mn E<500, 000 E POuc N s500 000 A OTHER Leased/ AZR722098 07/01/00 07/01/01 LimitE Rental Equipment $100,000 w/$1000 Ded Install Floater $100,000 ./$1000 Ded max OE nSPecwLPRwlaaxe a stix6,L WateS,YE ExpansionPhase 3E Sebastian Water Expansion Phase IIIAEx Indian River County is shown as an additional insured with regard to the 'Igeneral liability coverages. CEB IFIGT_ EI�L➢EN ADnnrvuLBUEIOIxSUREAlEi1Fn GNCEWTION M Indian River County INOINSUMRWIMAIQO 19th Avenue xmvmr,e amxuvxOTGERNAxcomTl:,Ea eUrExweTOOomauu (2625 Vero Beach, FL 32960ANNEAGEREAD o wxmna rnao wx wwEa UExrc ncAm cextxn E ECOPOb BOmFIl of 2 RS34747/M28585 SAM OA001DCORPORATmim L IMPORTANT LIt the consents holder is an ADDITIONAL INSURED, the policy(es) MUM be endorsed. A Metemem on this cardlicate does not center rights to the cedfllcate holder in lieu of such eodoraemenlls). If SUBROGATION IS WAIVED, sublecl to the terms and cbneitions of the policy, cenaln ,odclus may Meddle, an endorsement. A statement on Me canilicate does rot canter rights to the certificate holder In lieu of such Mldrnxment(s). OISCIAIMER The Centimes of Insurance MI the reverse side of this form does not Lonswulo a contrast between the Issuing Insureret), authorized representative or producer wort the certificate Mover, mor does it atllrmMlvely or negatively amend, ,rise or alter the Coverage ettonded by the peliche listed thereon. 'CORD xB pnO; of 2 #S34747/M28585 ` This doeumem has impomnt legal consequences: consultation wills in momey is encouaged wish sapea so hs combleuon os modificnipn. STANDARD GENERAL CONDITIONS o - .I CONSTRUCTION CONTRACT Prepared by Engineers Joint Contract Documents Committee and Issued and Published Jointly By Y ,r WGK1M SCGett Er �A� fTM1 r1A1MQfI5 ION rete Gly PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE A practice division of the NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS AMERICAN CONSULTING ENGINEERS COUNCIL AMERICAN SOCIETY OF CIVIL ENGINEERS CONSTRUCTION SPECIFICATIONS INSTITUTE This document has been approved and endorsed by The Arsximed Gencrd g, Conmcrorrof America That General Conditions have bean pmNred for use wish she Owner{anuaesor Apvanmu (No. 19IM-10� 19108-A-21(1990 Edidean Their pnviaioa arc interpolated and. Wnne in one may nccauure • change in Nr odsen. Carman, wnaccom, their urate am ..mined in the Conm'cnury on A rcemamu for Empnecrint servicer and Conrracr Decuummu rNo.191691(1986 Edition'. For guidanee in the P-Paradem ofSupplc' c Conditions. ata Guide . she Pp award a or Su,,bunentafr consulates (No. 191011) 0990 Mu" . Whcr bidding Ir inwlvcd: the Standard Form or i..uctions to Bidden NO. 1910 -ID (1990 Edition) may pp-7OO-1 TABLE OF CONTENTS OF GENERAL CONDITIONS MlworP I,dP6 NumNI d: nil 1. DEFINITIONS ................................... 1.1 Addend, .................. ........... laAPermcnl ............I .............. 11 APPlialion for hymen . .............. 1.4 A,6rzw. ............................. 13 Bid ................................... 1.6 .0 Siddi, Dmcnu ................... 1.7 Biddi, Rcquiremmu ................ 1.6 BOM . ................................ 1.9 Cha Grder ........................ 1.10 CPnlram D.umrnu .................. 1.11 C9nvaa Price ........................ 1.13 C...Tines ....................... 1.13 CONTRACTOR ...................... 1.14 dJ aive ............................. 1.15 D wiw ............................. 1.16 Plfemve Dam a the AFwl...... 1.17 ENGINEER .......................... 1.18 ENGINEER', Comulnm............. 1.19 Feld Older ........................... 110 C.c Re9ukemenu ................ 111 Hsv . Ware ..................... IS law, and Repiwo.% law, pr R,,dui.0 ........................ I3lLlau ................................. 114 Mil .wne............................. 135 NW.aAwud...................... 116 Nod.w Pm .................... IS/ OWNER ........................ I.... 118 Puns) Uulmrion ..................... 139 PCB .................................. 130 PeaPl.............................. 111 Folin ............................... 133 R9dwaaisc M -1 -HA .................. I33 Rin , Pr*. Repreaustivc ....... 834 Samples .............................. 135 Shop Drx Trp ....................... 136 sp.:Vovum......................... 131 Sub.nmampr ........................ 138 Sulevacl CcmPledon ............... 139 Supple rycordtim............ so SupPiia .............................. i. .41 VMmywnd Faditie ................ 1.43 Uri, Prim Work ...................... 1.45 Work ................................. I.M Work ChW D Wrc............... 1.45 Wrhmm AmeNmmu .................. 2 PRELIMINARY MATTERS ...................... 21 tkBvery of B.da.................... ISW A.Or D.wnrnY ................. 3 Cpmierrmeru 9f Cpeow Tines: Nw Procsud .................. 24 Savin[r,, we Woh ..................... Artfdl., w8rpu6 NumWe ATule 3-27 Berom Sunine Corm : CONTRACTOR'. R.9 Mlhy m R.mm P.14,d ry SMedul.: D Iwv orcaifi=.of In,uaec .......................... 28 Prtorowresion Conf............ ^_9 Initially A,.P�teSchedule......... 3. CONTRACT DOCUMENTS: INTENT. AMENDING. REUSE ............................ 3.1.32 Intent ................................ 3.3 Reface. m SUMud, and Spcdfi.tiom ofTaMninl Socied.: Repprtilm aM Resoltiry Di,ocWroc, .............................. Temm1 Add... 33 mMS Conu Dam....... 3.6 SuplmtiCon.. a-,, ... 3.7 Ram 9f0.vmmu .................. 41 Sum... rnynw wm.uu.u... 4_I Rryoa aM DnwinR................ 431 L3 MRelb by CONTRACTOR G�ed6enalal AuN.!.&Tcdwial Thu ......... 413 Nodcdcr D' mdc Sub,urfraor OWNER', LbbriH lmuru ------ Phyn.l Candid.. ................. 41A ENGINEER'. Reiew................ 4.25 P ,WcCor DPauncrn,Clunpc . 4.26 Po W. H. and Twa Adjurr -- 41 Hyn.lC rdiueiu-UMr+pound NNTRALR3R', RraWou Puilid. ........................... 43.1 SlwwnorlMiaw................... 433 Na Snows or I M W .............. 4.4 W. Pcinu...................... 43 A,hnw,. PCBs. Ftnalam. HssaNaus wa,m or R,d�wccd. MauriY ...... 3. BONDS AND INSURANCE ..................... 5.1-33 '.Mom <. Fwrc auNOYC Batl,. s3 ...••.••• G�ed6enalal 3.4 MHTIIACIOR's IaE81ry lnuva:rcc . 33 OWNER', LbbriH lmuru ------ 3.6 Pwpap•Inppvrm ................... Bolan MWN-m.Addide�ul 5.7 Pmpa,Y In,m4n.................. 51 NPT. pf CuetlUnon Fwiui ..... 3.9 NNTRALR3R', RraWou pcdu.Tlc Ammmu ................ ].l0 Other Spred Imuran. ............... 3.11 waver of Ridiu ...................... 00700-2 MINT a. pu.al•eph Num6e.6711r .od 5,.12-S.13RupKeeda Appliadon of Wuru'Ne 5.14 Aeoen-l- of Boitasad IauDna: 63] Option to Rcp=c ................. 5.15 Pa," udtdadbn-Pnt ry 6.3 loplaece .......................... 6. CONTRACTOR'S RPSPONSIBILITIES .......... 6114_^ Suprvialon and Eupcinlmdence...... 6.34.5 Labnn Materials ad Equipment ...... 6.6 paw.. Sehdule .................... 6.7 Bu �............ ONTRACC1701Va ExPaaet hdemd6adon ....................... S.tod.. CYKWCOnn Stovi a of ObliPd.to ................ MedmdS or pgaluta: ENGINEER'' Evala6.o :......... 6.64.11 Caeentatvtg Submvmaotr. Supplier and O l`.: Walva of Righu ....... 6.12 Patent Faaa and Reyeld......a....... 6.15 Fesmiu ............................... 6.14 Stews and RegutedonS ................ 6.15 Taxa ................111...1......... 6.16 Umof Pr.miaes ...................... 6.17 Site CloNirsae ....................... 6.16 Saf. Swesaal Loading ............... 6.19 R.m Sb..amrnu ................... 610 W.and Paleaion ................. 6.21 Eatery R.P«nodve ................. 6S Harard Cemmmdnadon Pnell'...... 633 Emagrndes .......................... 634 EMp DawiloP 6.3 Eubminei Pox lura_ 616 Ehop Orawmg x eampc...... Reeat Work a Sit ................... tu Rcvicw by ENGINEER ............ 63] Rapaabliry for VaWioe Flan g.l Co n en lbvmnmu ...........1111. ' 6.3 R Jau4 Wo a SMomad Prior to g3 ENGINEER'S Raiew ed Appmval a Requono Eubedual' ............. 619 Condoning Ne Werk .................. 6.30 COQ O RGurntal 83 �............ 631431 hdemd6adon ....................... 63a Stovi a of ObliPd.to ................ ]. OTHER WORK .................................. 7.1.73 Reeat Work a Sit ................... tu 1.4 Coordination 8. OWNER'S RE9PONSIBU=lF9 ...........1.1.11 g.l Commuldapna to Con., ........ 8± "oboomeet a ENGINEER.......... g3 FuaSah Data and Pay Frown, Wince Da................................ g.4 lartla gad Eaumntu: Repwu and Tau............................... 83 laurera.......... _................. Aridr or Far reaph NWater d: Tule 8.6 Cberye ware ....................... 8.7 Ilupmions. Tau and APPlovel ...... 8.8 Stop or Su'ocnd Work: Terminer CONTRACTOR'S Setvkes ......... 8.9 1JmWdons on OWNER'S Res W nsblins ..................... 8.10 Asbestos. PCB'. PeendIdem. Havodoa Wap. or wine i.e Maude .. 8.11 Evgerce of Ftundal Arnruemenu .. 9. ENGINEER'S mTUS DURING CONMUMON ............................... 9.1 OWNER'S Reenamlefvc ............ 9.2 vwun Site .......................... 93 Pntw Repraenetive ..........1111.. 9.4 Cluifioriauandumerptrration' 1111.. 93 Aulhaird Wnaiaa in Wale........ 9.6 Pe). ni, pdnaive Work ............. 9.7.9.9 Shooprwlnp.CjodoOodmeq Peyote= .......................... 9.114.1.1 Demons no DD'upu-: ENGINEER ae let" intapre.................... ntein. on 9113 VAutM Y and Re"Poablues...... •..•••••..•.• 10.FS OWNER CrCreatedClung. 10.1 10.2 Oaimfor Adiuwnent ................. loq Work Not Requited by Cora Doamenu ......................... 10.4 Change Oder Io3 Nnd6ation of Surety ................. 11. CHANGE OF CONTRA PRIM Adjos...... Woe of the Wolk .................. 11.4 Cottpftbe Werk ..................... 11.5 CONTons ro Cue a the Work ..1111. 11.6 CON7RALTe ... Re ...........1111. 113 Cat Acmds 1111 ..................... 11.8Cash Nbw ..................... 1114 Unit Price Wokak ...................... 11 CNANGEOFCONSRhCTnMFS.............. 111 CWm fa Adherent ................. 1_ Tome of No Err. .................. 123 DrLY=Bryaq CONFRAL'IOR's Control............................ 114 DMY'BN ryPM1O0WCoaodl .......... Il. T4M AND INSPECTIONS: CORRECf10N. REMO`/ALOR ACCFPFANCEOF OEFECnVE- WORK......................................... 11.1 Nedenof Def. ..................... 111 Actoano h cWn•• Con -an", TesudlruP.Pga: 00700-3 ANIPIRw AVPRm' Nu 6 TNI' OA OWNER. Ry *Wlitia: M.] ICd l-abolu90' .... I133 CONTRACTOR'S atie..... ].611.] Q%vioFPri lftr`d T9cfeo3anY Em" Cam Cmu Tmmor AVP ................ 13.1-13.9 Wx-nh- ENG1NEERY 1].ID RWoea ........................... OWNER May SuP do lSbrk ......... 11.11 Ca Remonlo(Drfed.e WM k ............................... t.. I].1] Canaction d ..................... )i] AcDcarM....... . 11.14 aCalrte Drfmiw O%vNSRMY 14. PAYMFNSSTOCONTRACIORAND COMPLETION ................................. 16.1 & oitaw..................... M.] APOi for PloRoe PaYnl ..... 16.3 CONTRACTOR. Wamnn of Tide ... la.a-N.7 Reviewo(APPlioans(w T9cfeo3anY Em" Cam Cmu NoDR7a Payor ................. 16.614.9 Submotial CamPlation ............... 14.10 PaNal Uo7uato .................... .. Illi Furl Impeclio....................... Ample, r1h, h Nu 14.12 ld' 14.13 Fwl A9Pliatian for APaNOenl......... 16.1]•.6.16 FVW rofcwaMAce<yw........... 11.13 WJ�n ofCuiw ..................... IS. SUSPENSION OF WORK AND TERMINATION ............. I.................. I5.1 OWNER May S.,pood wol, ......... IS2-I3.6 OWNERMaYTemwrt.............. 133 CONIRAMR May Stop W or T.oi.. .......................... 16. DISPUTE RPSO=ON 17. MISCEIANEOUS ............................. 17J Giuini Nota ........................ 172 Compoalion of Tn ................ 173 NotieedCaim....................... O.6 Cuowluuc RenwBe ................. AS T9cfeo3anY Em" Cam Cmu ]�� ........................... F IBITGC-A fOPdcmll: M,. Rcsoiuda0 Ap of lDpl0ivll ..... GC -AI 16.1-16.6 A,t,W.Im ...................: GC -AI 16.1 M'd o ..................... GC•A2 00700" INDEX 70 GENERAL CONDMONS 00700-5 Anitlr dr Poeerep6 Numbrr Bidding Oocumenja cfinlon of ................ 1.4 M811 Bonds an O.I1. I7.Is .......................1.............3.13 Work .......................10.4]. iboirrWak RnalpaYm................................. .. .d,O,o ... ..... .NTaA............................ ......................'r.1 .Ner Wnk. by O7,-Ena- 103. I IAS.9 I Oand Nems ............. 6.1.6.:.1 WN" .....al.. Woh hY OWNER ........................ wvb by 21.6.10.6.v Ao m to thn- I &. OWNER aM CONSRACIOR repo TitidO..................................... 3.1 siu. Nun tck.................................... _ Wok :........... ... S ....................... Ace W Omissions - NOmi=R ..Aatt ............................ Ca ,bion pmw,on, I.......... ENGINEER ................................ ENGINEER .. 6-n.9.1].J OWNER.......................................610.8.9 ...62.,8.] Atldc Of tab. see iu.n orspo:i dome ...........IIA. defiddon of;,OnY 1.10. 6.19) 1.1 Additional PraRnY lavran<a .........................3.7 I Gcni6tva Adjunmrnss .InsunnK .......................................5.14.9.1].4. . Commam.orGemma Chanl. in Connst 9dK- Tuna ......... 13.83.3.1.4]1.3314]]. 9A.93. 10.2-10.4.11.11NX. 15.1 pno sebodule.................................... 6.6 Appeprml_ I ddmid.n of.............................11....11..... Cost of rhe Wok- NI risk I.. polity farm ........................ 5.62 mlpwamw.0..................................... 11.8 Ann nip Con- O ........................... 83 AmutMlent- Wrkr 4 11]2 in 1.10. IAS. 3.5. 5.10. SAL 6.6166].6.19. 10.1. IDA. 111111. 13.11 14.71 AppoL OWNER or C09ffRAC10R blremm ...................... 9.10.9.11.10.4. 161 I63 AppBmdoa fe N)oynt- ddaddw ar.......................................... 1] ENGMEER's Ro xnatbithy ..................•...... 9.9 anal payment .................. 9.0.5.9.183.14.12-14.15 m Racy ....................... 18.19.!.63.9.10. 155 pmPPm1OYmmt..............................14.1.14.7 aAl............................................... radewaf ......................................14.414.7 Nodfudandsumty ................•.........•10110.4 Arbi .(Opu.rWl.............................16.1-16.6 S.,.rehmin ...................1.1.....1..1 A b vn- purmont th ......................3324]] Change owc. - ACrVR amhmv.d t. tap Work ............ 52 W orb dcfmM ..........................................IA IAOWNan.f 1 ...................31.. OWNERrion .....................•119 "dn -h ppdbk pore W time 433 t ........................351 Amlrra'edcflm 12 .....dt...........5.6.6}.617.93 1111 ...........................3.1.8.5 ANb.NCKA 10 oiA Nada d-dr9rcd ............................IJ 11.6 fn ........................:528 Bdeesysvwb ad. SOA n Bid�rANirmof ................ ..................IS 41.1. 1.10.3].7].41.54.611. 11 11 A.3. 119.11 00700-5 enidrer Pdrddrdph N.Onbrr Bidding Oocumenja cfinlon of ................ 1.4 M811 Biddiry Rentulmmmis-de6nldolu of ...... 1.7 (IA. 4161) D.M, aaepunce of .......................................5.13 nditio.1 bons ........................... 103. I IAS.9 Cost or no Work .................................. IISA dcfinilian of .......................................... 1.8 dclircry of ......................................21.5.1 fiml a ppiiuuonfmpeyment .................13.12-03.14 Fcncnl 1.10. 5.143.5.U. 9.13.1U. 14.7.4 Kriomwce. payment an Other ............:.... 5.1-51 Bonds an Inno.ce-in poo O] ................... ... S Budde s rbk "all tisk" poBcy form ................... 5.61 Ca ,bion pmw,on, I.......... MAL. 5A. 5.13 Cah Allowance ......................................11.8 frnifiOte of 5ubsunid CemDlOb. ......... 138.61015. 14.8. 14.10 Ccrdficata of lrupotian ................ 9.I3A. 153. 14.12 Gcni6tva .InsunnK .......................................5.14.9.1].4. . 14.12 Chanl. in Connst 9dK- Ch Allow . ..................................11.8 r5aim for pd. adiusm l..... 4.1. 416.,IJS. 5.15. 642. 9.4. 9.3. 9.11. jo1. 103.11217.9. 13.13.13.14. 15.1. Is.5 CONIRACIOR'1 fee ............................... 11.6 Cost of rhe Wok- 11.4113 ......................................... ExGusians to ...................................... : 117 CanRrnrds ...............................0...111. I. F..r ........... 1.19. 1. M. 9.11.10.42 10.43. 11 ... Wmp Sum pri2ne ............................... 4 11]2 Nalifiaion aS.ty ..........................•10110.5 Seoof............... 0...................... K TadnF and I.mps , UnODVWWS Inc Wok. ....... Unity Wak.................................... .II9 11.5 Valueof wok ................................... Ch,rOeinConlraet'Tmcs- Claim fm wnO Wjmmsnt ....3.1.1.3633.3.15.6.81 9.4.95.9.1 L 10210 13-9-13-13- �tl3 13.14.14.7. 15.1 Connacvul llme lino .............................131 DO40 WY -1 CONTRACIOR's onnod ............121 Odays bcyoM OWNER'. and MNIRACMW. cam aAl............................................... 12A Nodfudandsumty ................•.........•10110.4 S.,.rehmin ...................1.1.....1..1 Change owc. - ArcpunaofOdO -Wok 11 ...........1....1..1].15 ,.amCmtem Dau . .....................•119 CUM1 Allpw3ra3..................................... 11 QanK dColuna Ihirc ............................. 12 C1wK dC.nuae Tung .......................... 10 fltmrPo WOk................................ 11.6 CONTRA W. fee...........................11.411.7 Gwdtbe Work ............................... 00700-5 nni<tr a<P4mpaph Number ....................................... 11.7 ......................................... 1.9 ...633 ....._. .....unuNlitY .........9.1.10.1.1121 LI ................... 5.10.5.15.103 ......................... 15.2.15A n....................... 1.610A 49 ibbN Oanmrnu .................................10.4 6.19 Sx9a of [61nP .............................673.6.61 pmmL.................................... Su6mme.........................................11.9 Vnit Pm Wart ............................. vuhx d Wwt mved by. ... •......••.......•...... 113 C1en{a in Ne Wat.................................... 10 103 Nodfi i d.me.Y ............................... I" ftn a Axsparcx ............... OWNER•, W CONTRACMW."q-- gide ....10.4 Rldn1abadju .............................. 101 Sx dda ...............................103 10A ap�"u CONTPJCMR .............................6.16 ,6a ENGINEER ................................632 1721•I7.L• .pim.OWNER....................................632 9.4. 111 CE_ga aCmuax Prim ....................... 9A.121 chq dCamaaelime....................... M'T' W.4.7.1.9.1.11911.6'15.1O.L9153'17.7 2.9 Puxna.xc9a ..:..:....:..................... CO9GRICIOWl ice ..............................11.6 CadON CON7R7CIOR'. H.WnY ............5.4.6.126.16.631 RAMArnbipnq.OumcPnaY CpN7RYCIOR b RePon .........RACrOR Com of Ox Woo .............................. i IA.113 T>mian oo Oh .........................9.11.9.12 R.OW. 16.1 Gi1Pm ................................. Dittm Reo6uion APevaxl ..................16.1.166 ENGINEER. Mich] inua9mor .................... 9.11 Lump Sum Pdcim ................................1131 Noun d ........................................... 173 OW NER•a ...........9.4.93.9.11.102112113. ILI. 129.17.17.13.14.17.2 .11 12 OWNER•, l liw................................... 53 OWNER ®Y mfux b ndx PYmmu ..............14.7 P.dmMnd F a ab Caul C4au lndu5n5 173 ( r fxfomml d® m ....................... m 9.11 Suboione' ..................................6.7.13 Tune am ................................9.11.12.1 Immtl...............................................J Tun<ngw.. ......................... 11.93 Ud1 Sox Woo ..... :............................ 113 Vuue d ................................. Wd.vo Eiw 9ay.leCi.... I ...... ..... I--..... 14.14.1i o1 COmi............................. WYYaioR OWEPW--'lg..W x mix rxmlbal .......••••••.•••..9.11.112111 Pmmr PYmm1 ....................... (]arifieuwu ab Inmapm.bea ............ 9.1.9.11 qShe ............................................6.17 ... Mm S Sp -.x Code .(Tama.]$ M.O.Pdmion nr .... 73 ................P...................71 RRdedauxided�NWd9adhnd RexalkR Ie ...........25.33 A"x ....................................:.733 Cmreeixxa of CamaProne ....................13 Cmmwix6wo-_ 7.6 Mid, O<Po<nt a06 Numb" pmmL.................................... 62.619.L 9.1 6m Cxo191"io^— FoWAPO.a nfu Nil,-, ...................... 14.12 F.W lwp ...................................14.11 I" ftn a Axsparcx ............... 14.1}14.14 ft O UOliauon ..................................14.10 Sub. N Compldim ................... IM. 14.1-14.9 WJra dClaiau ..................................14.15 Conm.P.im firma ........................ 1721•I7.L• Gpn<ptiry $W19nP1m ... $upPIW. WOux:n ............................6.66.11 Cm merc— .....IY amymW.<lukde ......................... 2.9 Puxna.xc9a ..:..:....:..................... ...1E CadON RAMArnbipnq.OumcPnaY CpN7RYCIOR b RePon .........RACrOR 23.231 ....3327 Canmumm. by CV . ..7UR Cmd.,h, n M ."M.iEq . ...............6.4 .......dPPo.... C.0 Ne Wa.k .............................639. IOA Cmaan Domvnmim— Mvdin6 5.5 ........................................... Berks .....................................:.........5.1 Nbwanxa................................... 11.6 chCha ofCunuax Tike ............................. 11 ............................ Change d Cana ..................... .11 12 Clu�ga N Ne W..t ........................... o .... 1 10.4.103 ve.Ey ..............................73 Cffilmd. mab lmemmaions .......717.6.9.4.9.11 chrvw lnlcr ........................................1.10 WGINnd ENGINEER uiNlial inmmemr Of .................9.11 ENGIN EER..OWNER'anae�md.x ............9.1 Immtl...............................................J ............................................33 3. ImN........................................... .I.a inbWo ......................... 16 Om'..bl06xsh " i ..............t3 OWEPW--'lg..W Pmmr PYmm1 ....................... 63.N.4.14.13 .................71733 pp=d O... .................................6.19 ... Mm S Sp -.x Soe .............................. .... 73 ................P...................71 RRdedauxided�NWd9adhnd RexalkR Ie ...........25.33 9cue of..m.......................................5.7 7.6 Swgemrndnt....................................... and ENGINEER'. Emdovnua.........•'11.9 Urve hive Wa.. .............................. U"'P 7.0.637.692 623. .v'mumn .......GINE.. vidub 5n<ENGINEER'a .................. canna Pk, Wj. of ................73.1.1.9.4.103.113113 Chemed...........................................9.11 Gm+ion on Dibu. .....................•......... I. 6dmiiwn d ........................................ C .Tlme— 4.1.9.1. adlutumnal .33 ......................11.124 2 (]ante d ..................................... 00700-6 Afrl<110/ PoMRf1p6 ... 11 AS] Number 6.11 COnunuinetM wOh ........................6+5.10.4 t .................... O'snd Guar . ....................630 Cgmmmcemcnt Of ................................... 12 dA.W.n Of .............................. 73. 12A. CONTRACTOR— 5,14 ............ MOOPunee Of Inuranm ........................... TUNnid Dau AUNorimd.. LIuOuN Rd. m 616.9] CoO;.do ................................639. Id.1 Cenunue Wort :......................... nd Ry+lt p,X for by ............... mONinauon md<Nduliup ......................... �9z dcbnidm Or .................. I..................... 15 < May Emp 1.n., Tamium ....................... ..fi6 pmvidcdlt ..n 10-0.. ....................7.^.123 Way W Bm<uim ,......4].13.6.16.6.IB.631.6i. . Sample Re iew NO, to 5ubmiVA ," S1M0 prn inR and W,,'and pminu00 ................... Sum Work mui.............................. WOY Rmmyudui .............................6.93 CONTRACO)R'a— ...1.1.113 6.24 "Oba COnWwu ............................... MONaN aW praed"'n ...•..•••.••..••••..9.6.17.161).14 Subxdune Cenpmmfon Subaumltl aM "Orpqual" hma. Espm4e ..67.1.6] 6.&6.11 DdOmiln6ObbpOO^ I>uy '. < Woh .........work........... Duty tO mrea dkecuve wolf :.............. .21 GO,w Rc — thr%p caumd by . 6.15 , unen m 6.J n I . ....................................... Dew, in woh of ON<n .........................73 Nl 6.;0.65 DiEcrine <Orkiuons .............................. 1_n J] ? 43 ju pocumcnu ........... a0un nM iMkuiaOulted .............. .... 4J_' UOndapryitdP ................. 634 ,.,_....._.. _.. ... 11 AS] 11.13.6.113.1,11.6 6.11 COnunuinetM wOh ........................6+5.10.4 t .................... O'snd Guar . ....................630 CONIRACMR', eanm+e .......................6.7.1 ,, Gamy warranty alk aruouon pml7 ...................6^ n ......................6.1_6.166]1431 be WOrk......................... 73. 12A. a1s aW E4 -h. ...................6363 plc subndvil.....................................6. 'WIOOO. Compl'-= by ............613.4 fmWinau9n of Wah .............................. 6SJ ENGINEERY cv4luMbma enm................................ m to Appal ..................... mrfomt ark..q kta 1M Woh 9.10. 10.4 ........6.20 nd Ry+lt p,X for by ............... &12 aM ONa Eads ........................ 5.1 imk uk paid I. by ..•••.•••..•..••..:•6.12 Oduk..... L6. M. L9.6.6.63.10.4. 011 .rmrldmaim On dbputa .............9.11 ..fi6 RA beide,— Chn M Nn Woh ............................. .10.1 COrcsmiNSubmnpamore5upplienaM Gbe '6.6 6.11 COnunuinetM wOh ........................6+5.10.4 9.0 CONIRACMR', eanm+e .......................6.7.1 ,, Gamy warranty alk C..6]0 C,)W" Subw'u'O CorawmionMcNod4 ark „ ......................... C0641RYC7OR'amt4Npdatp56opGf4wlnpnr plc subndvil.....................................6. 6m1 fmWinau9n of Wah .............................. 6SJ ENGINEERY cv4luMbma bA3 .. .. O: "Or•Fgiul" It...R......... ._.. Arli<Ir ar Pob b.un Number N IW Apu and Om4 imo of Others .....6.9.14.9.1, 9.0 ROrdcduniblcamounu.intur<n« ................. 5.9 Renew .................................6.717].8.9 Subw'u'O CorawmionMcNod4 ark „ Xm�6Oui COmmuniolion PmNms ..••••.•. •••6?_ IWemnl6o�k...................... .........fi]14]) 6.MS labor. Matc",..d E9uil nl ................ Super..... ..................................... SuMvY of ObliPuoOi............................ Ua ..d RquWipn ............................6.14 5.4 Liability Insu................................... Notic< of variation from Comae Gaammts .....637 Ratan y and ROYaltiu .........................6.12 1 Rani. .............................. ............ 6 ptopns Sd .[ .............................. ..fi6 peeoW Documm. ...............................6.19 Work pri 10 ENGINEER-, mmee p'tfmmcd apmovk ofm9uircd submit -11 .................6.28 . safe..,u IOWin6............................ 630.75 IJ] W,,'and pminu00 ................... .631 WOY Rmmyudui .............................6.93 Sduu ulin6 the WOk .............................. 6.24 EM1op OnwnBs w a�nv�• •^..-. ..636 by ENGINEER .............................:.6.11 Si. a uOliOw.................................. 6.'3 Subminal f4OOWures .......................... ... Subw'u'O CorawmionMcNod4 ark „ V.. pros................................... Subsututa am "O'Equd" Itmn ................ 6? . 0 5upnintrndcnm.................................. 6.1 Super..... ..................................... SuMvY of ObliPuoOi............................ 6.15 6'" Tues............................................ IJS lbn ............................. Tuu ark Incm ToRrport.........................................23 O¢ol Prcmisn ................... DmwioFor Samek Subminal .. 6 +3 Review Prior <OShop W .—M for clunRn in Nc Wmk ......... 102 Right w �I53'1713-23 . ri6htw W'un .-4.1.1.9.1.93.90.9.1116,15?. Safety W Po... .............. ...63043-7.2-631 Safety ReptacntW........................... Samga SubmitWs ......... 6.246 SMp Dnv4nR<and "Oba COnWwu ............................... MONaN aW praed"'n "•••6'7 Subxdune Cenpmmfon Subaumltl aM "Orpqual" hma. Espm4e ..67.1.6] 6.&6.11 SYbbll'm"Suppliers aM Phcs •.•••....•.. .21 zine and 5y mducA ...........6.1.62 . 6.15 ymenl by ................................ T... ..... Use Of Pmmiza................................6.16 uwof 6.;0.65 W ark .......................... 14.3 14.) 'y O ...ten wAuuO odwR ............................... wdnm Noda — 15,5 CONIRKIOR nop Wbuu"u miimm ........•C R m., Repo�u of ........ SubauAaa afd 423 ........433 .......................... I..7 S.OvO, -id C ........................... SuRIM Cemp 7 .............................5 cG,u.00w G .. 4.10 Cam_" •'liaMlty lnurume................ Ofuy I CmmcuW Time limits .............................. Cpadiwtnn 00700-7 AniNr or PoraFrnph Numbn COp,,,11 O11'1 ¢nwnsiblisy ....................6.91 CopiepfD¢um9nu................................. i 1J C0ncv7on Pded.................................... Rntnvs or A¢wuNe of ( Dcfccdn. Gef WO. IOA.1.Il.lal].N AlcnW ,.rD ..th,c ............. cOd Ao¢pvO¢of fkfecsvef .....................14.14 of DNecdve Wmb..... C.,ow.h or Dof 6.70. 14.11 Food ..................................17.12 W .... 4v6 OWNER Mal C9nee Defrst... Wok GWNERn ReelutlOo Ghouls OWNER May $tap Wmb .......... ............17.10 17.10 Cov- ofTew aM INpeebns ............................. 13.4 16.1.163 11.7 COv of Ne WGA- Wdi........................... 11.63.9 CoboOou.ru¢e. CDN .............................. IIA1 IIA Pee ......................... Rjt=s $ Fee ENGINEEREER ..............9.11.9.12 Obwtes DmsipN byy ENGINEER E.pI-y eL peyy Employ¢ EzpeNes .............................11.11 .1 ...................... C.00 W Nto................................•-•11.4113 Gopie of............................................1 Hoop...............W Home aM eawNe ................ 11.5 Nod ..... 70eecand dv 3.6 uipote••••..••.•....•••.....•••••11313.6 Muvtab and wu.... ......... .............IIA_' -dthi......................................4.7 Onppon of ...............................1.19 ....... ........................ ...... 11313.5 Onohenfe ...........:..............11.61 NmilCepo on payroll E,iGIN Ne ....................................... bySubwntractm...................... pe(attnadb 11Al Remtde ........................... pote........... 11.7 ............................. Rents o(wvcno 7ntynlW mNinery. 11A33 libW fe¢ ......113133 Raya1H WM ^'s 9vrrdu ud and .... . fsa'fitie ................IIIA Spo utnu.0 Specht Cow..... CONT7.ALl0R'0 ............ ej C IIAA ...............................11.03 93 .SupNvn¢al to Tue telaud to the W ........................11.03.0 1.19 Tevs and lN¢otion................................ 1].0 Trade pisc¢nv ..............................fLo....11.33 UNtiea (W and adury...... ea ............... 1103.7 WNR afw tq.WN ......:................... 11.6.1 ..... COve'utRWah.Wi ............................... 9.7.10.114 12 n-.�htivc Remrdie .................................. 73 Cutsry. Wehin9 ...................... 7.2 he fiord by OWNER......................51 Dara NEE 4......... Day�Nndw of ................................9.. s ef000f.. 17- Dmsions on Obwta ...........................9.11.9.12 9.12 dQccri,c-drfudtion of ................................1.10 . ddacdve A¢epat¢.(o( 10.4.1. 13.13 olop of............-.... of...................IO..... Cotttmun ar Ren.................................. 14.11 C<Irction Rood ..................................14.12 ... 1. inSmcY.................................U........9 14.11 ENGINEER...................""1)910 OWNER M.Y .......................... OWNERod Stop or Ocf¢Is ........................... Rung . 13.1 ............................................9.6 .... UmOemn,the Wptk.......... ........... u000v ............I Oeftoidau.................................. 6-n. 1".124 (hLY• .................................t.0.1.6.9.123.. Dtli."YofSww...................................... 21 it pdi.cry of emfiae MOvutm ..................... 2.7 Miele 0r P o,WA Numb" Gmem{NtipN for Unit Pile.........................9.10 DiRerine5ub -Ifue ar phys¢1 Conditions Noticed ..........................................113 ENGINEER's ReMcw .............................610 PNuIA: Dice 911d Tittle AResph mus ..............616 4v6 dnR atM Realvin9 .... 2j. ]]16.11! Ghouls ReelutlOo Ghouls onont .119n— ApecmcN.....................................16.1.16.6 A�bon ..................................... 16.1.163 W............................................... MpyaJ Rcn 16 Mcdiv70n ..............................16.6 Dispute Reelulion ution AAp9cN .............. 16.1.16.6 ENGINEEREER ..............9.11.9.12 Obwtes DmsipN byy ENGINEER povuncnN- Gopie of............................................1 Record .............................................6.19 Rv -dthi......................................4.7 Onppon of ...............................1.19 cp,OO.JNnis Weed,.4 ............................Or ..............6.1 Effective dvc of AR.¢mut--d......nof .............611 E,iGIN Ne ....................................... ENGINEER- to7ltitbiinctpoOt ran dboue 9-11-9.121.17 dcfidtion Or ................. ....."..•.•••..• IJmiuti.. an authorityand rtswnvbilhi. ......................... ........9.1) 51 Repb¢en¢t Of ...................................... 93 Resdwt POjee Repteoeohei a ...................... 1.19 ENGINEER, C..Qleoo- efirviwn of ..........:.... ENGINEER',- authodH and town t1t%IimludoN on ...4.......9.1] 93 W tt,. Wem rawNiW�yy fa.......... 9.7.10.114 12 CIN7Raio o atb In¢IpmodoN ............... 3.63.9.4 DrritioN on Gbwvs ..........................9.11.9.12 I3.1 defective Woh nod¢ Of ................. 4......... E,pp of Subirirute lotto .................6.7.+. ra0ty...... 4 ................................6. t. 9.12 Nott¢ Wwkb Arr<pcbl...... ....... :........... . Oblety . .................................630191 9.1 OWNER's Rwtawtvive .......................... N.. to thc CON4RACIOR. 1. Nnwnriblity far..............................9.9. Rcc9mntendation of POYmwI .................16.4.16.1] Repo T15tio—,9.11.9.1. unibum v on .................. 4...._• M or Repots On GIRe0ir6 Subsutbce . and Myai¢IC Odtiav ..........................616 Shop OmwinR and Sample. te^c'a' InppNiblity.....................................61 S.. Gain,CoNvumwt- 93 aumavNvatiubtvI. the Wptb .................. chtoaM u lnoypopoia...................9 V uN Geisio... Gbwte........................9.11'9.10 Detnmitwiona en Uoo Pi. .................9.114.12 ENGINEER u to"��@T —lnvtapet"9.14. ENGINEER', R.P.Otl '........... 00700-8 Anlrle or Pmaera.A Arride or Pamxmp6 Number IJr .0 iom on ENGINEER'a AUJtoriry W Res,molililiu ...................................9.15 OWNER'. Rcpmunuuivc ......................... 9.1 Rolcct Re9maenutive ............................. 93 Rclectin6 Ddatl.p work .......................... 9.6 Shop Deawinp. Chvue Ord. W Paymrn..................................... 9.7.9.9 V.I. to Sit. ...................................... 91 Unk M. Oetemtiwions ...........................9.10 .......... other "ehlm ........... ufiducih, Vin. to Site ......................................... 91 Written cement required .........................91.9.1 ILoiblity OWNER's liamrs..................................35 Equimncnt labor. bl ,.:.n W ...................6385 Ot,%U Rtion. ibilily ............................63 Equipment antit. Cavi of the Work :................ 11.45 i EQw,ntJ<nt Mvm W EquiPmemot .................... 6.7 Eswa oromisfam ...................................635 Reenpund....ignof lnsun... Procto... p,l,...... oflr Eaidmrn of Fiundal Amtycmrn....................6.11 Smpial ...................................5.10 Eapla umo of phynal mmit; .. ................... 4. i Fee,CONiRACIOR'a-Cosa%us ................... 11.6 Field ONu- haIn,entar Iien. le c.d,tions Af�idhi ...................63.4.2 ilditionor ........................................1.19 fpb,itrol I twm of pbysicAJ .. ....................41 is -n by ENGINEER .........................5.6.1.95 -ate,, uipmeit MacAalsaM Equipment ....................'363 Foal Appliotioo for Paymrnt ........................ 14.12 Final lmp<coon...................................... IA.II Fmi vaytmm- lmen. of.....................................1. and Aegispwce .............................. 11.1}14.14 Prior ta. for aM1 albwanccv ........................ 118 Gomm EaevSimm ............................... I7}17.4 Gaicai Requlremen.- Chiu,.in N< ................................ defindon of ......................................... 110 Pdrdpal Meencp to ..............2.6, 6.1.6.663.6 L GrineNod= ......................................... 17.I Guuantee of .6 -by Cost or the Work, uses ......................... COMRAL'NR .............................. 630. 14.1'_ FIavN Cmtwmicadon Propams ..................... 6. Haurdmu Wane- Ind.hurneu 'nation ..................................11!1] - de6rdtbm or ........................... :............ 111 RncJ.............................................. 45 OWNER's rtmowb6ity for ........................6.10 ef..o .............................. IMcmrt'd�otion ........................6.116.16.631835 Wet, nPtmcmim .......................... Iitully AcoapuNc Sd bilWee .......................... 19 Impecvn, Tc. ardl ............................... Ccdfntc of .........................9.1].4.1]5. 14.12 Final.............................................. 14.11 Span!. tcwirnd by ENGINEER .................... 9.6 Tc. W Approval ........................6.7.15}15.4 NTR!LIOR'v.................................... Invuraa.-e- OWNER- ....................................... A4'fppneeta.by OWNER .........................3.11 15r�med 5tneuurcdez AM Inrurcn ......................... Additional. n9tdred by c5unpa m - Aimtion for Pogue Paymrnt ...................141 in the Wwh..................... :........... 11.45.9 Before ssartbalthe 91x4 ............................. 17 Bmds u o geneuea................................. S Camel Wicm Pm.uk............................... 5.6 Ccttifaarca of .. i7.5. 53. 5.4.11. 5.4.13. S.U. S5.5.14. 1. 9.15.4. ILC mmpletd pMrari041........... I .................. S.A.13 CONTRACSOR's I'Why ........................... $.4 MNJRAL7OR'a nEjmiota to ccvua6c .............5.11 L comncwYl ULY ..........a ...:.....:......... 5.4.10 Anlrle or Pmaera.A Number dedumlble Am.-', CONTRACfOR'a r ,nsibfirc.................................... Fiml AppliPtum for P Ment ...................... 3.9 ensur edlt.cn....................................5.5 14.12l Naim rcquircmen.: mammal chin'. .................................. S-0.10.50 Option to Replace ..................................5.14 .......... other "ehlm ........... ufiducih, ...5.10 OWNER fo for insuMs ..............3.1].5.11 ILoiblity OWNER's liamrs..................................35 Ot,%U Rtion. ibilily ............................63 proms! Uds ........ Pmmny Insura......me ...............5.15 Rmmnl ... ........................................ ....................3.63.10 Reenpund....ignof lnsun... Procto... p,l,...... oflr S.0-5.15 Smpial ...................................5.10 of RihcI Wa, ,eror of Ri6hts .unnne.............................3.11 ConvictD ....................... haIn,entar Iien. le c.d,tions Af�idhi ...................63.4.2 fpb,itrol I twm of pbysicAJ .. ....................41 -ate,, uipmeit MacAalsaM Equipment ....................'363 Lmd L ria- andF ......................................6.1 lmen. of.....................................1. Re'n,;llity Rcpons STcs. ..................................... ............... S.4 6.4 R,,la,i Laws and R...... adv-I�ws o. Re6ulations- BOeds.......Work................................I-51 Chiu,.in N< ................................ 10.4 rin., Contncl en. .................................Ioi 3.1 Ra R CO NR'v ...................6.12 6.14 "Ion ddmi.t Wdee Coeruetion Petiad.ddeedvb Work ..................I].1] Cost or the Work, uses ......................... 11.43.4 definition of ........................................ 1. Inderal ...n .....................................31434 Ind.hurneu 'nation ..................................11!1] Itwranu............................................33 R ....................................].1.533 ef..o .............................. 33.1 Wet, nPtmcmim .......................... 610.132 5u,plim and ONcn ............ 6.66.11 Tc. ardl ............................... 135 Uve o1Pmisev ....................................6.16 .... Y''. w Site............:............................93 t ^t-Jity Invwanm- NTR!LIOR'v.................................... 5.4 OWNER- ....................................... 55 15r�med 5tneuurcdez AM Inrurcn ......................... 53 m - Aimtion for Pogue Paymrnt ...................141 (Zem ofTdc....................... CinalAp A Wa 14.5 for Payment ...................... Final for 14.12 der.f ........................................ d<9nvon of ........._..........._ ............... ... L'5 Wainer of Claims ............................ 14.15 INEEAM Limfudms on EN0IN EER'. ....Nadty rcaWt.ibiarec .................R 9.15 Aul.............. UntioMum Re AurMti[<d byecut" ...... 4_ MGIOR MF. AM Opvadttp -Iam<aM Fru! A Wliotian fa PaYmrna ...................... .,...- 14.12 Manuals tof othma- Prtcal<m<......................... :............. 733.1 1La:aE1 Anid. nr Par.nuph .- 8.1 Numbrr R.f .IP inConrwm Documenu...........:....7].1 ev'dence of finartcid u7anlemenu ................3.11 mw,ande9uiplMnt- 63 fumkbM by CONTRACIGR ........................ Iwur.na...................................... nd incomontw in Wnh .......................... . 14. Munch or Jompmmr-Muiv.lwr ....................16.7 pumps MYn by................................8j McdcYOn lGmipndl................................. I]I MilnlPrr-definition of .............................. rtpnM1..nd...................................... 61i..eta.Wa- 7.2 ComWtuionafTmes ............................•• 17.4 ............................... CGNuiovmtiinceug W i(vP[Cti uparue repnxnwdve 4.i ....................... e ....................................17.1 cIRd No 173 m..diw............- .N.CWn C-luIMIW.......... PIMcnim 1 7 aa............................. .uSi9fhmrvowiMand MN 435 aUpIr Pr ed .............................. rcauimd ............................... Nakc o - wdnM notis 7.1. 9.4. 9.11. IIS 11.9. 14.7. ISA Ac Pmj...............................14.17 13 .d1irYof u ........................... 173 ...hnilionof..... I Crim .................... cl 17 1 4......................... vfens.............................................. GiRednF SuMURuc or Physid Conditiau.........!I Giving .......................................133 7.1 Tau aM In+pcnwn................................ lk Vuvrion.$Mp DnwinE+nd SuWle ................657 14.10 Notice w F...d-- I i6 &WPo on of ........................................ ... of ............................................103 1 ;lodfiadon tP Surmv ...................... . Ob,m ..by ENGINEER ....................630.9.'. .... - OzuNruY of the Work ................ 5.15.61021. mlo Omiuuw.ruv by CON7RA=R .............6.9.9.17 CONTRACTOR'. WurwtY ... -Ox peril" WIieY form Inwru _* F1W AWliutian for ftYm .......................14.11 Option to RWc ............... ................AZ 6.7 :•OrEW.. Items ...................................... Fn+l P MY..M Aacpnna ............... Glherwxk..............................................7 Ovenime Wph-pwhbition of ......................... 6.7 OWNER - i ENG NEER W�...................... * g u fid.cb y ....................................5.133.17 NM.. ................. ............. AvmlW *of ISMS- .spomllilitY........... ....... d.finidW of - ............ 0 .........................31 ... I4..1 d.., cr-=..................................... -MY Cmrcrt Defective Wad :....................... sub.unri.i C.mPledpr............................. MaY wiuse.p wte p4vmem ........................13.10 W4iver ofCWm. .............................14.4. Mav $lop IM Work ................................ worn MYmenu due .......................... .y ..P.M wph. 1.1.15.3 lemdwe .......................8E. PlYm.nl.11ik. ploma...•••••••......••• e.3. N..J. u.0 83.1 � pc,,d. Nal�isoim ...................611 Wrduwd i..r W..em................5.65.10 OWNER's- A.>.•pome of 0e WM ......................... h)0_ Cba OArn.oWIFJ-ro 86. 10.4 . .................................... t.l CommuN.admu.................................... CPmdba,-of lM Wnk ...........................9.11 TRSW1U.rcay.sl forded.iW ....................... Mid, pr P x7h, Number ad.Ppmv .................8.'1.13.. ................................... $3 ..................................17.1 'bine Coutacfton. 's . . ............................ 9.1 6.19 Clung= in Ne Wph .............................. .- 8.1 rnmmutdadmu ................................... CONTRACrOR's MMMLW.................. 8.9 ev'dence of finartcid u7anlemenu ................3.11 insP..C' +inns. lfil: ud.PPlPv.c .................... e..7$ Iwur.na...................................... 8.4 I.rds W Msemenu ............................... pumps MYn by................................8j 3_ tepilarunal of ENGINEER ....................... rtpnM1..nd...................................... 9.4 I3.I scop or.uspc work ..................82.13.10. 8.6.Al lamin.w CONTRAC3GR's.en .......... uparue repnxnwdve 4.i ....................... iM<padenrrWne .....••••..•..•••.•••••:••• ""•13A YSC Pr ooaMncy.f Ne Work............................I..... ..$.1$.14.10 wdrmn mtu.nt.1 vpm� 9.1.6.3.11.4 rcauimd ............................... wdnM notis 7.1. 9.4. 9.11. IIS 11.9. 14.7. ISA r<quiwd PCBs -159 de6n o( ....................................... Fennel.............................................33 OwNE0.'s waWwibilitY fu ........................8.10 P=W Oulia , 1.2 de/midW of ..............................6.]024. 14.10 F.nml............................................. s.1$ PmFurY lnaur - ....................... Pumu Fm.n.12 d RoYalde...........................•s16s 1 ............................... PaYr..ua• R�'nwnd.0°n of .............14.444.7.14.13 hymau w CONTRACMR.M Cample.bn- 14-1 Appliation for Prolp.es Psu vm.^te I le.] CONTRACTOR'. WurwtY ... ............ 14.11 F1W AWliutian for ftYm .......................14.11 Fmuln+xabn.................................. 14.1 44. 14 Fn+l P MY..M Aacpnna ............... t]. 14 genual........................................... Wrdd Odlivdon..................................1"0 p<WlWC.......................................... RrNew of APPlia . far PrvVCss 14.4NA NM.. ................. ............. t] pmmpMYm.x......................4.............. $ChW We of Values .............................' '4.614.9 sub.unri.i C.mPledpr............................. 14.1s W4iver ofCWm. .............................14.4. IC 11 worn MYmenu due .......................... ..14.7 riwMldi" MY...............................3.1.12 1Maawrc BWd....................................hit 00700-10 ANclr m Paxpmph Nvxba On .................. ._- 12 _. Amhor'und.................... i.`_' An(NO or POmRmph t. dmrdn lion Of........................................1 a ........................... lOr OWN .:............I'lo' ........................ 10 ,bNCRs WOomUlil. phYsid Condiuox— DxwiW of. in Pr rtladnF l0 ........... ..... .......12.1 ...... ENOINEER'1m ............... ....... .i_ eaislinf nrvnurts .. ....... i.....1.= Renrrd ....... ............................... Rcmedks. tVmYlaliv............................. Prtliminary schMOle........................... Rcmpval OI Corrcoipn Of On .................. ._- 12 _. Amhor'und.................... i.`_' An(NO or POmRmph t. Num6a RCNInbM.lawsaM lwl .............:..............6.11 9.6 R<.�m�nR Defmive Wok ............................... shown oriMiaud............. sm. Or Remcd WOk— ............. 7.1.73 n SOO.............................. hrfnmicd pdor m shop Daw' PrtcOxwmion COnfemce .......... and S.01- Wb-iO mvaw..................628 17.4,17J Rcmedks. tVmYlaliv............................. Prtliminary schMOle........................... Rcmpval OI Corrcoipn Of PrtmirOs. Use Of .................................6.166.185 Dcfn+ivc WOM1................. ...................1).11 apcemrnu.OWNER app�Ovd Prize. CtsMe Of Unuics ......................•. rtnN rt9uirtd .............. .......................11.152 ENGINEER by OWNER PPImif2fm: GsOnYam.--0-1 ................. of ReponiM —1 Rwl•^"8 DswcFo^ ,,Oma" :3:��6d`3 RcpoM11.11 Pm paYR COKrRAKMR.. .....16.1.8.19.66. W ................ DnwinP.....:................ t.i RcsidOnl 9Jcd 12) difiMuon Or ....... ......................... .......; 92 .................. UndcrFmOn01'aGnuc� t. Rcnvd.......................................... ........ Na shOWn 1.411.] f.....escd of....d ........................ shown oriMiaud............. sm. Or 1.1 .......... TWrvd Dau.......................................18 .........i la. PrtcOxwmion COnfemce .......... 6.18 PmliNnary Man.......................................1 •• Prtliminary schMOle........................... .......'_. PrtmirOs. Use Of .................................6.166.185 . 11 Prize. CtsMe Of Unuics ......................•. Sample PPImif2fm: GsOnYam.--0-1 ................. ... 11.11 PYmmL AMI -110- (" ..•••..•.. .... •...-11 Pm paYR COKrRAKMR.. .....16.1.8.19.66. ' Pen0,., 62,.10.1.52.1 relmrd Wok-.•�--- ........................ Pmien�finidan of ................:................131 lubmidOf........................................63 Projccs 0.cp1'M'dave— ENGINEER'aua ui DwiMmconnnsrio0............9J -'00' Rcmecn IJ) —dEfin1110n 0f ............... ....................... tJ P,Mm by OWNER ........................... pmmpl Pmpcny buurantt 5.1 Addiroml........................................... s.as.la ........................................ RmpN..........................*.....*'s Partial Udlxu ...........................5.13.11.102 rcccip5 and aPPlialon Of ...111.3.13 pmaMv........................... u.. ............. ............ 13, 1.11.11 1m lbn.safny ........................ Rad'roani.. Mueoti W,O,l O M dcfiniupn........................................... 1.5 Pency...........blh, 0, ......................... OWNER lavppm39ilY for ........................ 8.1 t.10 NJ. Ii.D RttgnmanyVnn O( Parmcx ..............11.1. 0.O[Ord Doammu .............................6.19.11.11 fx uumla.adn8 ....•....•.....•..•.1.8 Randa. p0Wdure Prfeaxs Pdnu....................................... 1.1 0.efcrarcc m saaWrdi -Ods 3J d lftt id EOcsraci .J....................... ...... R's+n Fcnval ..................:........6 do Fmw+1...........................) ....9 on .................................... 9.1 8 Rmail .............................112 ..A.c by Nl� wm mwv Subwati ..................625 v 6.1.619.624626 teNew of ApMieumuO 1.411.] Paymcnu ..........................................102 11N1110 an adlummenl................................ ....... 1.1 RiRhu of Wav............................. .........i la. ROYddcs. PncnlFm aM ................. 0.......... 6.18 Safe suucrON Wading ....••••.••. •.•.. •.••. •• Sfny— 12 6.16.6.18.6. aM pmun........ Swof.COOdh' ..................... R ........................... ........6262 ROOuu'v. CONTRALiOR'a .............. .....621 Sample dafinidon of ....................... ......•.•••••62462! ROn ................. R .................... R.vkc by ......................... 6.1 ENGINEC10R RevicW by ENGINEER 6. fit' relmrd Wok-.•�--- ........................ 621: lubmidOf........................................63 6.6.63.10.1. ,be* of shop D -w and samP'c v 6.1.619.624626 SubNd.......................� 16.1b19. Ii. ObcdOle pf )'+luta........................ ..... IS wa6u<rca to ................................66 .........i la. Ad101 -................................ N Cbaxc OrOIenTimca CC ...•........•..•. ..•...... .. ... ia19 InRJOHYAme .......................... d Prtr.Om.....................................10}10.1 Swof.COOdh' ..................... .•. •..... 121.1 . Sesmfacc Cwdiiam ........:........ ........... 00700-11 Armlet, or Poraoraph Number Shop Oramn.va- ................6146.71 and SmnNn. pemnl ..... I..... Chante ONers 1 Appliatiom (0(.•••••••...••••••9.1.9.9 Subsowl[Itrnu ..................................6.7.1.2 Paymenn and .............. Subwdaa and Physial CoMitiOm-, definition of ........................................ 11' ENGINEER'S appraa of ......................... ENGINEER% Rcricw ............................. ENGINEER'S lapoonobr]i[Y Ironnal..............................................J1 lJmisd Rd''' by CONTRACTOR Ambodrtd.................................... for micro .................,•..•••••.•••.9.7.614618 Notice of O ffarki SubaOafim or r....a W.& ........................................611• <_8. 6.2461b micro pwc'aduma ......................... 63 4.1 Submitul rpauirN................................. Possible C.= Doamrnu Chattla ...........•..••• Submbal Plvadums ..... .......................•6.71 PoulNa Price and Total; Aliimr . ................416 Sao to appw•e SubSdwdO. .. .................. R<Dorla W DrauinP ... ••••••••.•••••••...•.•••..... Shown or.ated........................ ........7�1 .1 Sim Ams ...................................... . Sub<udaae Cnditiom uNa sito .................421.1 Sim CbNimaa...................................... .6.17 Sim. vYim In- 92.131 by ENGINEER ................................ OWNER608 na mPervioa :.......................8.9 ••Eprml auw of los:' pdiey form. irwaruz ....... 5.62 Sprd'rodonS- 116 ddWd.n of ........................................ of Te-hdal sodcdtl. -dr-onr4 to .................311 _ ........... 6.2 sun^•^'• and Sprofiasiom o(Tahrdd 11.43 smcdtl ......................... ...........n E[foR ....................... So"" .. 31 2.5-13 S; 0. WoniLpn. Stardm Ne Work ..................................... 4 stop or sw0.Td Wmx- 3.6 bY CONTRACTOR ................................ISS 62. 13.10. ISA by OWNER ............................. Slaran, of normal, and o9uipmont .................4.1.73 Principal 6M.624.9-13-14-12 SwarrN l 4im. safety.............................6.18 Walrcr of Riehu ....................................6.11 submtoolar- surcrv- eamenr ro final paYmmt..................... Co.crairi ........................................137 ,,,6.86.11 dcfinidonof.................................. W ddaYa......................... ...... I... I.......... waiwp ofripiIS ..................................6.66.11 subconlrxmrs-in sl ll ....4 ................... n SW, of0bliPlbm................................6JS subcanoaau-reVuirM Prn'ui°^a ^••^^S.IL 6.IL IIAI $Ybml^• • IJ 2 volwaaa pm for Payment ......... ............ P. Maimand Opmdon Manual .............. ati Tarmiruu........................................ OWNER May smoard Wort ....................... pwcr,ts....................................... . 6..a 6. 2.", 9 Pnpan..... In .............................. 614b'3 S.01 on •.............. -'6. M.1 9NfdYlc of value .............. ............. um:rre Pntibla Pda sad Tian Adjrupnon u .............. srNdulc of shop DawlnP and 0.cporu of Dirtedni Subwnc�e aM Sunda Submusiorn .................... •6.=129 6614-6.0Shap D awinP ................................. Temwray wwuuo Tan fl olhin........................ sobo." Comical.- [erd6mi000f ........................ 63023. IJ.YM.Y dthiudanor .............09 subluwm Connwmbn McNa'S a Proodurca ....... 6.7' Subammn Srd "Or Eli Items ...................... 63 CONTRACTOR'S EacOnu .......................6.7.1 ........ 6.2 ENGINEER'S Evaluation .......................... 6.7. ..Or.c..,.•'........................4............... Suwdwm Cmatwnbn Mm.U4 of 1 Arlf[le or Paraeroplr ,3 3 Number Subsowl[Itrnu ..................................6.7.1.2 Subwdaa and Physial CoMitiOm-, Oaar.irrPa o(. in or rt6Wm to .....................4213 ENGINEER% Rcricw ............................. 42a Ironnal..............................................J1 lJmisd Rd''' by CONTRACTOR Ambodrtd.................................... 4= Notice of O ffarki SubaOafim or Poysial Cmldtiom................................ 4� Plrydd Caditiom................................. 41 .11 Possible C.= Doamrnu Chattla ...........•..••• 4_ PoulNa Price and Total; Aliimr . ................416 R<Dorla W DrauinP ... ••••••••.•••••••...•.•••..... 41 1 Subcufaca aM...................................... Sub<udaae Cnditiom uNa sito .................421.1 T<drrid Dna .....................................4.3.2 supeMaian- CONTRACTOR'aStmrn-011tY ••••••.••••••••••.••••6.1 OWNER608 na mPervioa :.......................8.9 9.'-9.13: ENGINEER abae So, auprrr,aa ..... :......... Supounendmce....................................... Sup<nmeMont. CONTRIL Wl rtaidem _ ........... 6.2 sopplamenul emu .................................. 11.43 suppImrrnorY Cordidmu- 119 dofinitian or ......... I ............................. orincpal53.5A. 65.9.5.1106.3.6.13.7.4.8.11.9J.9.10 supplemendm Control DOamenu .................... 3.6 Supplier- - 1.40 ddaldon or .............................. I........ rtroearasa I. .................. Principal 6M.624.9-13-14-12 Walrcr of Riehu ....................................6.11 surcrv- eamenr ro final paYmmt..................... Ia.IT. 1a.13 ENGINEER W no duty to .............. 10.1...- 10�. 9. Nodfiaion or ................................... 5.1-53 9unlification of ........................ SW, of0bliPlbm................................6JS I1.10. I5.1 smpord Work OWNER MSY ...•••.•....•••••. IS ................" S CONTRACTOR MaavStop WorI` or 15.1 Tarmiruu........................................ OWNER May smoard Wort ....................... I5.1 OWNER May Tomimw ....................... I5.' 15A 6.15 Tsatl•PaYmenr by CONTRACTOR .................... Tahnid Dau- R ............... Rtliance by CONTRALTO a1_ um:rre Pntibla Pda sad Tian Adjrupnon u .............. a1.6 0.cporu of Dirtedni Subwnc�e aM i.3 Phnid Condluom ........................... ,,,a a.l Temwray wwuuo Tan fl olhin........................ by CONTRAC151 TOR ........................6.6.15.1 IS by OWNER ............................... ........ 6.2 of ENGINEER'S emltolf.I............ I IS '- snoeeSian of Wartin R^°n1 ...-""" TntaaM lrspn,,a - 00700-1 Anferrnc PPraer.Pn N'om6n A. u.Ih6 WJ& by Pllulf ......................17: ArtMe 9r pRruRmii6 C'ONTRACNR'smpo`wb0idnn ....................171 V,loo obn. :Ive or the W'6h.................................... mnof..............................................11.4 4Aoc. Schcdole or ......................24:129.11.1 W"iclu in v"_14iw cored" Wnh Pder In ......................... 13.617: Lawn and Re9alsdom Ion .......................... O1 Naim of Ddew...................................13.1 Povmenl........................................... OWNER May SI9P Woh .......................... OJV OWNER's iMcpende0 les0nF ......................17.4 ............... Wemnly aM a... Gnom.l—b:. special. m9uind by ENGINEER ............... ..... 9.6 cl IM11Pe ........... ..............U000vednF 13.4 Alto %&.. ENGINEER ...................1430 woh_ n9ua.................................... rime N.F13.4 A4iouinF............................................6.t. ......:............................. by olhen............... Chnnr orcon0eu................................... 1: Adiu.dq............................................ 6.6 Compulubn of ..................................... I7_ . Co. rlmL4ae11ni1Mn pr .................:..... 1.1] day.....................................n...................................... 17.^ ............ Mileslon...................... .....................1: Cotlof Ne.....................................11.4111 RC9.intom L dennilion It ..................................... nAprals.... ................................ 16 elarlfonlpo1 J.........od otherWork ............................................• depot. ............................. 9.11. 11� I: mmmc�nnnt ofconlnn limes ...................2i OWNER Mav Swpend Woh ................. Pnnoo o..conf............................28 Related. Woh at Sin ............................. schedules .................................2419.6.6 Surfing Nc .......................... Slat g du Woh................................ • a Two. Wammv of ..................................... •14 3 UMoved.1 Work .... I .......... ..........13.613.9 Vadarion and devl onomadud. UMetwound Facilities. Pbvsionl CmMitions Woh r'minor ...............6.....................6.....3.6 h"oire Dirtwive_ definid.o or ......................................1.41 claims No.. to .................................. N01 Shown m McliaM .........................IJ1 dcfinidon or ........................................ p...,A or ...................................4].610 pdn0ipel refcrenm 90 ...... ..............71.1.10.1-101 $bOMT pr IMiacd ..................: .............11.1 Wrinen AmeMmenl_ UNI M. Woh_ definition or ........................................ clafa............................................11.9.1 pdneipal mfennm no ... 1.10. 3 5.10. deRnidon or ........................................ 1.4: !mewl....... I .......................... us.14.1. Unit Pdees-_ 141 general ............. ............ .................. Dcictmiiuiian for 1130.1 ................................... U.of Premises ........................ 6.16.6.18.6101.] 9.10 U011ly owners ......................6.1:.6 tl. T.l-TJ. IS: 00700-17 ArtMe 9r pRruRmii6 Npm6er Penial ............... IJ,..1].,610.14. V,loo obn. :Ive or the W'6h.................................... 14.10 4Aoc. Schcdole or ......................24:129.11.1 W"iclu in v"_14iw 11.3 • Alnhodaed................................ Visits of Silc—by ENGINEER 63.657.91 ......................... y'ver of ClJnuan Frol 95 Povmenl........................................... WWof Riphnbyimomdpenin ............... Wemnly aM a... Gnom.l—b:. CONTRACTOR ....................................610 WSmnly orride. CONTRACTOR' ...................1430 woh_ Accm to ...................... . 0 1]1 1. ......:............................. by olhen............... .... ....... 7 Chu fn the ......................... ............1 cominninsthe...................... ..0 ...............1 CONTRACTOR Mav Slap Woh orhmdmn .:......... 6.6 15 CooNimlbn or ...................................... .1 7.4 Cotlof Ne.....................................11.4111 dennilion It ..................................... ncpedcd by CONTPK=R ... 6 ..................13.14 otherWork ............................................• OWNER May Stop Woh .................. ....... .1].10 OWNER Mav Swpend Woh ................. 17.10. IS.I Related. Woh at Sin ............................. 7.1-730 Surfing Nc .......................... 0............... ].4 Stopping by CONTRACTOR ........................ 151 StopPi'by OWNER .............:............ 11.1-13.4 Vadarion and devl onomadud. Woh r'minor ...............6.....................6.....3.6 h"oire Dirtwive_ claims No.. to .................................. 10., dcfinidon or ........................................ 1.4 pdn0ipel refcrenm 90 ...... ..............71.1.10.1-101 Wrinen AmeMmenl_ definition or ........................................ 1.41 pdneipal mfennm no ... 1.10. 3 5.10. TIAL 6.62 6.61. 6.19. 10.1, 10.4.11= 121. 13.1.. 11.11 wrllten C 6alipm aru I... M.d.. ........................... WHnen Noll= Rc9oimd It, CONTRACTOR ........7.1.9.10.9.11. 10.4.11.11'_1 by OWNER ....................9.IP9.11. 10.4. 111,1).14 00700-17 GENERAL CONDMONS ARTICLE I—DEMNI IONS Wheavu aced in there Gamrd Cyndltions m in tee Pther Cams,,, Dp< menu Ne followi-s ncmu have Nc maniap idiad ",i, arc Wlinnble m bath the aiauW W Word therm(: LL Aldo, of Bi it bin paphiv. nermrcnu ishan prier Si tK oPwnp of Bids which Oaify. romm Or allanpe Ne 0iddita Rauuanma or lee Conus Doahmma. 13. Aaranent—The"Obeaooabnnbawem OWNER W CONSFM10Rcnva]ry th a Wod{mbo pufmmn:orecr Conuia Dommmu art anaef td to the Apcnnant W main a Nrn thvmf u providad theseia. I3. Appfkandn/err Pmmcnl—Thefotmattcp<dbyEN- OIN EER w9d� is to be ural by CONTRACTOR in apuatinp popes: mfitd WYmenes W wbidt u eobeammp+nid by a 18 wP;aab do vmmutul u u rtcuina ey the Conuaa Ooaurimu. 1.1. A ,,m Aly mamvl that ennuim mart tun one Pearn abater W u TuN<or u Nada arbami fibro anon Mi to v above cumin aaim levels anabliabod by the nd S. OnaWdwd SttaY W Health Admittsmrion. I3. BTL--Thealfcorpmnoal °f NetiWdasubmiud on We pmahbn Corm semnF font W<pdar far to Wort eo be Performed. 8iddind Do ca menu—The farm andor inelmion ed Bid.inmunmueo biddui.N°Bidfmm-adthe prior to Cemnn Didal. lindudinp all Mdcda'....cd Prior t° rempof BAsl. 1.0. 8iddrl[ R<9auemmu—Thc drmisamnl or innu� am w Bid-iruwmoa an bkdm. and the BH farm - 1.6. BOMt—iMormuce and Paymrm bons and .,her IN°Wnma oI SCNtftY. 1.9. C,anfeONn--AdoamttertcommcndbY ENGI' NEEA-w asipmnby COWrPJ 0RWOWNERW amh°dxa. addition. de5ean or avbian in Ne Work. or as diusunmt in the Camnn Prkx or the Cnnuaa Times. issue on err afiu the EHati.e Dia of We Aaeancm. 1.10. Co.,.. Docamenn—Tha Apcemcnt. Addenda Iwbieh Paolo to the Concoct Ooulmanuh COWRACIOR'a Bid Rncludivi domurcnrationonvol prior t to Bid W anY pal BN when ""heal ran ex ib prior to dm Nmiee of Not. wbm avacen a ds exhibit a sb< A adldan. the Nati e m a,, ca Nc Ba. thcu Gc ocn Conidoru. the B,.O, aare nes. mejiideioaW du On'^ inn v Ne inn are mu<' ettdAellY Wmti6n in Ne Aper- mcnl, load awith Yl Won. Anwgmuui• CNP: ONm. Work Cnu]c Dbb iw. Field Ordmi W ENGINEER', written inunprtutipa ad audbeuicm ]raid parpunl io pinpmha ]3. 3•6.1. and 3.63 an err aha Clad, f+decdve Du< of the Ape<mant. Shap Dawinp,ubW,.0 apM d purer ant w diOn in ha ,pa hi 6_"1 n the aparea W drna. aierred m in p<rnPnPlu 111.1 W a+.. art nes Camara Dawmmu. 1.11. Co.. Pric<—Thenwncyslaynbleby OIYNERno CON RACIOR fat mmpktim of the Word in sonadana wish We Camera D°cmcm, u am<d in rhe Apwriatl lmbka 1° 0. pmridmsi of puapalhh 11.9.1 in the . of Unit P1ice World. 1.1"_ Comma Tama 0 anumbersnedays errthedui earn in nesntiol. mIitmMiert St0mnml C,.ampkdar4 W lml m caidO,me altoby Wert id than ,n e o [m 61d d. offin, p mond by ENOINEER',wtiva d. of 9f find avmmn in smndarr<with NaNPh Id.l]. 1.11. COMMCT R rbc nation. Am err mmaa6on with whin OWNER hu emend had the Apcmiau- 1.N. dc/raios to Work ,dive untadedn mdifyi ty w<N work tefm to Wont thu u uns stat a ran n` of m r..Or in that it doa no{ caoform nl the Concent Dow- Ordone nes{mtt{tlea[QIWttIC11a ll NYIto in thL cern,,, sanded. tat err eenmral refmd to in Ne Canlrea pocumrnu. or ha, born damaad Primf ENGI- NEER: acammenddon of final pa(no—t cn{ fud"ER eitsuforthepmompla Nicer(habcenasomabiiOo NER at 11.101. dCamPleti°n in acromatw with wr p'aab u.6 or IUO. 1.15. Orwinpn The duwinp whin show the ateem aant ad ain,a..r or rh< Work m be fur u W par farmed by CONiRAMR W whin lure ban paietn or Dammam.. She, draWinp arc.. IS ao tlefitnd. the Paamav( D whiten AeAVamrm—Thedna indiotd d; me An iemcne on . ti{bemma cHcmva baefAtwe no re It daotiered indiatd itonce'tee We onwhinth<Apeemmtu and delivnd by the Wl or the two Pada b aipm W deliver. i.l:. mN in N<paMAlto Thcpenan.fimharwryaratannamcd u ment. melon harmer a mender with ENGINEER m fumuh:.,vitt. as ENGINEER': , b, b. amt mad! asomra ° in0nt with eaeee{ to the pmjea ad who u idmtifid u,tKA i Ne $uppletMtarY Cadi4ans. 1.19. Field Order—Awdrtenanferiuud by ENmrsiwith vW.h anon moor <Nnp In th W°h in ee<a ,h 93 bat wbiah doer am in't"" a Cnaue in the Cant= Paan m me Cunaaa Tmuh. 00]00-14 1.10. GrnmlRr9uirrm<nV---Scviov of 0itisiwlOf Nc EPodfiotims. 131. Hawrdour wye 7M term Naardau Wtue llWl W,potdhe Amncefd1n1 PUSC Snotiionn M3 31 Imo of the Edid Wog u ammdrd from lime to time. and Aerylpdpv: Law, or Rraubrimu ny and all applicable laws. men, rerylstions. ordivwa. coda and ander of wt aM 4 gnvemmetm bM spina. aadwri,ia and wuv herd., iurisdIcdon. I.M. [iry Uno.dl .,-rrhyinrwuoreaom- bratten upon td pmpmy or personal Ptppeny. 1]s. Afilel.n A princi .1 apedfial in the C. putD—"Magtp bap'-' mmplei0n decor time prior to Sulhom W Completion a the WO& IM. Nodes oJAvvrrF-.7Te writ,, ondaby OWNERto Ne appvent suae-fW bidder natio8 Nat a poo ctmpiiwce by the opo mv, suansr(W biddn with the comifgv prcadent rnumeated therdn. within the time spsifim. OWNER will sip and deliver Nc APanont. 136. thous,.Pm,,d Awrinerncrtioai.bYOWNER w CONTRACTOR funk a cagy to, ENGINEER) Unit the due ao which the Co npao Time will ... w ma aM on v hioh C NIRFCTOR shall sun to perform 00M - MR'sobliad..order NeConuaetOo. mV. I]7. OWNER—The public body or authorit, cc o - ibn. acwdarion. fimt or person with whom CONSRACMR hascmed inwthc Apmnent ad forty ..the Wotkis to be Pwvidd. IM. Pn,,w ulJ lom-U, by OWNER of a sub "ly eomplunl put of Ne Wolkfor the purpve fp, n bu inwMM lararnWW purNwl Priaw Submntid amplcdan .r.11 Ne Wch IM. PCBs Powe ori biphenyls. 140. Prtmleum- PbpnIw including crude o0 or any fraction NurM wbidt u liquid of swomI wMidons or tcroPaatum aM Pnxure (60 cl p fihrenheit cad 11.1 1awMs per wont iah abwluwh. suer v o0. peoon.po � th oR.or dudp.a8rtfug.gnolitr. kcwa nih. �mixMwiN ONa noo-HanAoo Wawi and one oils. I]I. Pm)nt—Ter bd eovwedon al on, bthe Wakta be.prided uMethe Cewhor Dn hm CVmat be the or • put u IMiotW duwhac in tnc Contract DowmwV. 131 Aaduanwr Marrrial Swree. sponte ,ichor. or byprodun omor4l w defined by ter Atomic Pm,, An of 19411, USC Seeder IDI I Ct uq.r as ameMN rpm,role m Ymc. 141. RaidrM Proem Rrprcunmdsw— The aythodDDd noortsenuuvr of ENGINEER who ma y be a rnoo to Nesite or any Part themof. I.N. Sa ptiptPhudd Cuampla ofw.cpordp,pr,,o orwcdnd which BlestKmth. rTw ofwine Dation ofthe Work and whidn er jW pNe sunduds bywNch svdt porion of the Wah w01 bejMDM. 1]5. SW Dmwuvs All dmwin,u. diap ro, Tvua- ,ion, sobodWa aM ONe da. ar iNommion wblch sn spe<ifiolly pnp or anenbW by or for CONTRACTOR and wbmincd In, MNIRACIO R to illutpee wm patio, or Ne Wal. 1.16. .perdu,, ofw—lhve hni-1 d of Ne Conoau Ux. camera wnu,hrD of wriarn teohaiol dwiptbtu of sure: .hip WW ft Work"nnruuaodaM4ynti,,od h ship u spplird 10 dg Work aM corgi, admbdsmtive demL - appliableshveso. I]7. Snxonugnor—An iMidduil. !tint or corporsdpn having a d. on. with LVNTRACTOR ., with any othn SybwnnsmW forth Dafomurus d• psn of the Work a[ th<siw. I38. Su6nm W Camplerrai—Th. Work for a sprdfiM pan thcnan hu PraRorpoM t0 the point where, in the opinion of ENGINEER so edmccd by TNGINEER's chhol&e' eerdfi. or Substmu Completion. it Is sfnciently cao - plee. in mooNsnce with the Corina DooimmV., thu Ne Wort to, spmfiW NrtI . be uulnod for the PbPoses for which it is intmdC :0r 9 n such an fide it Wttc .who nth, Work is mmplere wd rvdy for fivl Nymrnt m evldencM by ENGINEER'S wring. reoommeMadon or fivl Nymnnt in mnotduee with pm,h 14.13. The s. "subtnntblly compteC' and ".tnmuly com unne, u vpliW to dl or part of the Work Won to Subsuntul C nnncdo. tho nor. 149. ts"imrmary CoMitiov—The psn Or Ne Conu,t Dtiona. whicb ammdxorwpplatrnVthx GcperW Com dirbm. I.Q. S.nolir.—A rnmd wror, fibrioto, suoplk, dis- tribuwr. netrndnun.1 rcMor n.r, a dirty ... with CONIRRCIOR or with any Subcont r to fumW mawd- a or equipnrnt to be iavrii in the W.& by L N- TRKIOR or my Subcv ..,.. IAT. UndMmudF L'drr—MNldin<r.ro uihs.dud. aabks. wins, manhob. vwlV. nrtW, tunncb or other such fadti,ia or t h hav rnu. ed any enceetr to wndtthp my or th.fow rhare bentiipolWuMVpwtd to fumW any or Wd fac,rot-,aim Or. wk h1dor ft P+a•a,g liquid Nwtrvm pt . ole d drat or other eemmuni r citta_ablewieridan., and driltup mmoN. balk Or oNn conuol mt-m Or wagr. 1.42. Ui Prire Work—Wmktobepidfarrnthcbafupf uW p—, 00700-15 I.U. rudyidMwtirtcwmpleWwau3aipnaNevar- iau apvrurlY Qhtablr Par. ahaeof od, hd de be fur• the, under Ne Cannan Dpamama Woh hduda and cl NewallinpMoatdna or fumfhlry fborad fahopmap p. 'va'apwu'vi{ wbrflr diad g.1i nt ins the Wphl, anion. ad 41 as ar fe"d by the snore ad (aafhilV doaP nv^•• all u rtquind by the Cwuuc Danteane, I.M. Wwkpoo l o or for th, rancho [hAe CON. •IRACIOR fad w by afar Nr and ret Due d the MOINnt and ilpod by OWNER and tmormtvHd by ENGINEER aloin. an addadm.dtledon Dart 'grim ie tic WortmrvwrdathaAi lattaruNmtlero physio) Gory mh 4which Nr Wan f w br pafoand u pavided A F Cbar3 orador wild novhdoutheconfraph631.A WaknooAx hap,bai. nraphahScheami cu PrimoA Ne Carman raxi. but t evidmare d.a Ne A ChAp pro r. the lunar dirmd ordoa1.. m by a Nbtk Chaeta Hanan drc will b: inmrpaolm m a nduwrties 4aad CfanF Adan the - nepomuom by dhe Thu a Int provided n Y. on the Covma Peiix or Contra T®a u ptvvided'vt pataaaph 102 1.45. Wnnrn Am[Mmrnr—A wtin<n anvWnea or the on cr Un- WbCUeI>AbYOWNERad CpNd norpOR dms wi Nee cocru Dare of Ne AacahoA W eomW ly y wiN he nmmpnet irtp cc rof the tll rather than chch Y arnmuuion relancd alp tf of rM Conaam Docar mmu ARTICI� I—PREIJMMARY MATTERS Dof—,a/Be� 21, When CONTRACTOR d<hwm to, cusvted Apt men. b OWNER CONCRALIUR'hall atm da" to OWNER such Boom u CONTRACTOR nay he rcqu ncj to h:miah in acoNvhcc with paraaaph 5.1. C.}'u e/Dacwnua: IL OWNER -lull fumfh to CONiRIL10R up 1. ten cnNe (unleu oNewi-e -pcdfiee in the SuuplearnurY Can- didoal a( Ne Ccnuan Doormen. u a< huaombly nom. tory for the eamhtion of ahc Wort Additional town will be fiunirhd, upon reams u Ne cos of repvduction. fcenwa Pmt: Nedce afu - pop, v. MCwmaa Turco wplcmvrcarsamnmda ddrd� po mY ahn tlae EEeiw Ora R doe APdhhnu. or. if s Norte • A mpdee t'vorivaada NemYndierd'n Ne Nad¢to ir,cocc ", ANodne Efflvna!atc b<ah'utrraa I.wants wirayl afhc Nc EQxd.c pue d as Apmtea 1n nn ewer win the Capnrt eatiawmtrcttzarvn fla Ntallhy tizdM mY slaa Y apminfaBte N'vdrN mYa6atla Edemirc Du< of Ne A1+reva wfiidawdue f earGe. Saum.p dr Wert: ii. CONIAK-IDRaMll aunhance up Ne tot he Nc dale be dehle rho AltlT tlmodole0bNR the roh. mall be cox u Ne AltopriorNc dateon which N<Caoaact Tum cmaer:e b rw. SO Saranp fa. _!. li fuc udwakiva each part of the Wart CON• TRACTOR shall aeSA[y -mdY ad emhpare the Conoatl Doatoaau and chat " rct!fy pertinent fipum shown theamn ad afi applicable firld ahaawmu CONTR . 7OR"Prun y report to wrAM a ENGINEER:any ,oull- mor. ambittdty, or dlaacpaay wMch CONIRAC• TOR may dis.sd shall .1nam• wriveo itlop maloo ar duifndm ham ENGMEER before p,..S p wiN wr W«kaRmd Nrrtbr. hpw ..CONTRACTORstallnorbe liable to OWNER or E GMEER for fulae to report any wMiam alar. ambittdty arodach a ray in Ne Cmmo Doc. umcn., odem CONTRACTOR knew or nvmaWl, should harc known Nmrof. '_6. Wilhf .n days afw Ne ERative Duc of Ne Aprr lonarvNra00 asP=Ku in Nc G<rcnl ReaW.m 1. LtiNTRKTOR shall submit to ENGINEER for rev .. 241. 3 PrelinhimrY pr, a -cha5ule Ne c ac—Aca Damnhc aWeefor atipg any mmpldrp Nc various h. Co or Ne Were. including any Milcbnes xpsifid in Ne Co. Dramcnu: '_61 -Pelimirayuhdudeof Shop Dowinpand Sam, pie submirals which wtR list cath rrquud subm Dal and the a for subaitdn, revicwina ad pry npsuch-ubmir. W: 26J. a preliminary, scheddc M v um for all of the whM1 which will incd< 9.66. And prim or in. aaPepdry the CanPatl price and will subdivide the Worn mmppncntpantinarin, tical norsnot pNebtof for udc an a paYmcna daiuh of olethon. Such prim will inaud<an each I. atmwl of o.uhod and profit apPli- oblc to oNh Tran of Wark. Blore any Wuh at the ainc u mash. CONTRACTOR and OWNER -lull c deli.n w Nc eNtt. w O covb to each aldideru imurd Idwtifid in Ne SuaAcnh<nu Condi .ane' 0(tofi or mmcladad hcnoccaam d phawa Condi- which Of Nen or my ddiuoml imbed map nu-ely— reuoatttouCON"M nsdOWNERpace with PK reap6d b p.6"5 . mainuin in'rwdaacc with Parr arapN 5.4. 5.6 ad S.T. Arr.r— C-1— ze. WiNfn rwenrr ran soar Nc cmtaasun to run. wt W. .1 Werean tM ria u -tan G•. A a r^^f<rrns OOTOO-16 utended by CONTRACMR. ENGINEER and o acts asap pmprhte w}I be held In arablish a Oki., aiersuilpg angry Ne Ionia "so the Work and to discuss [be irheula referred to in wV+aPh 26. procedures for handling Shop Drawing+ and elh , aubmitals, procadng Applications (or Poyment am mainulydry rtauirco recites. Itidatly Ae:rpeNe SsFdWu: 19. Unkas ttlt d- Proyidd in the Conran D. menu. at lent ren days befom submission of Ne fist Applies - don for Paymem a confemee ono tdM by CONTRACIOR. ENGINEER ai ethers ss APMP,is+e will be held to revier for arraptaNlity to ENGINEER ss provided below the rhes. We submiod in accordance, with Nnpaph 3.& CONTRAC- TOR slit lun son additional ten days to make rawiomad aditaaditws and to OW0.1a and snub ret the schdoles No propai Ioyotsut shall be mado to CONTRACTOR uml do achdule art submind to ai aocepuble to ENGINEER as Provided below. The prvpeas smduk wt}I be ac ,Us m ENGINEER ss aoMint, an otdesi, Ptofaes+inn of rhe Woh to cumpledon wimin any specified Miksto. ai Ne C.= Times. but such acepu«e will ndtha impose on ENGI• NEER mponabi4ryforthes�uendng.uhdulingargopas of Ne Wah ncintafcre with or«iiefa CONMACTORhem CbMR, of Shoafull M ana'bliryN ph, su CONTRst .91 be schedule of Shop (NEER and Syduk submissionu WI be a 'forte to ENGINEER ss Pro�ry actdhc le schus,. mens for rOvCrOWSIF and proof vabu the jj he ae rvbnitta4. MNTRAENGINEER -- schedule of volas+ vn}I b< aCoepuble to ENGINEER ss to lotto and subsunce. ARnCIE i—CONTRACT DOCUMENT: INTENT, AMENDING. REUSE . 1. 3.1. The Contract Da.. Comprise the enure a3rtc- mensbctweenOWNERand CONfRAG kcetrmnint the Wort The Conuact 0aamena arc eomplemenurv: on is Bled for by one u as Woolens, u if Bled for by all. The Contrast Dourmcnu W I be co-rned to a«oedance with be law of the place of NC 0 jcer. l_' It4Neinumd Ne Comact Docinmmuwdeimbe I (undo,alty cempine Psojea for part thereon to be coo tuucted in armtdancc with ahs Canu'aet Cacumen¢ Any Wart rnataids or c9 Wpmml that may teasombly be I,Orou from the Comae Doatnenu or from p Tm conom or had.— Will radeuall be lionia d and pafomrd whcoc, or not apaifially ale for, Whu wands or phrase which have a w & lm w 1«h -tool a fwmuuaion lducvy oruadc madrrg artuud to describe Nbrt rwftW s Or eauipnYnl, such vpV.arpNYea —1 he inrennard in yanevwt -kh Iles, mornin, C fi- edam and ilneryreuuom of the Condut DoCilmenu shall be issued by ENGINEER u provided in o au sph 9,4. S], Releranee sou SeadoW ad Spedkdaas rrda S'wiedee• Nrywdnr oto R ce4ing Dirmpoddrir 33.1. ReferenCotowndards.spedi iom. msruWsor coda of anY mchWd seduY• amniabn or ayadadon. whellb a Vwtre Repdalie Steed or brtmkoul n. I wM1gha each rtfmoa be specific or by ImWiako, shag man the Isla suiatd. fpedfiotion, nalmul. code or I�ws or Replhlkm in eRw at tie dme of oanin[ of Blda toe. on the Edecrin Dam of the Ap«nunt CiMe were ne eidil, enD ssmay be othcayeapedfidly dyed in one C.n,. acumrnu. =. If. during the pelfoltou¢e of the Wuk, CON. TRICMR discover any ooMict. afar. ambiguity or do, utcpamy within the Contac Doatmcnu or bawem.Ne Canaan Docvmmu and any provision of any such Ilw sur Rc9ubwon apoliabk to the puffotms«e of the Wort, or of nv such standard. 3POdfiarkn: manual or code or of any nstmGoan or any Soppiicr referred to In anfraph 63. CONT AMR ilult uport it to ENGINEER in wridnp at once. and. CONTRACTOR shall eat p o ced with the Work -treed mcrcbY teae<pt in an emesgeneY as amhor'ded by WaRanh 6]31 no an sur.o t or nupplemenl m Ne Contrast Denimrnts hu been issued by one of the methods idiad in Wrapaph 33 or 3.6: provided, however that CONTRlCfOR shall not ye luble to OWNER or ENGI• NEER (or failure res moon any such Conflict. often, ambigua or discrepancy unless CONTRACTOR knew or room ably Should have known themcr. 3.33. Except as othcrvi. spedfiudly suud in the Contort Doeumenu or a may be provided by amedau n, sumemen, Thereto issue by one of Ne hnbcou ii used in etrapaph 33 or3.6. the pmvbiom of the Can., Decumcnu sol state precedence in .[An, any eonflk, ambiruity or doctcoanry ben«n he previdam or the Camay Decwmenu and: 3.33.1. the provisions of any such maestro. socui. Shead... manual. cede or instruction Iwbether or eat s«dfiesav in«feared by reference in the Corroaut Dccvmenm: or 333Y. me provisions cf any loch hot sur RcFu- udom applictec ono the nerfomunec or the work unless such an inammudon Of the ymy'niens of the Cama., Dxwmenu would result in yialadon or Inch U. sur RcNlatiam. No rro.iaion oranv such tupndsurs. i3Ouifienicn. mmol. eoae or inawcliOn dull he eRectivuo lunge Ne dude and repotuNt nieaf0WNER,CONWCIORorENGINEER, any of Coir mbconuacten, eonwlwu. 4enu. sur em plar«t from Novo as rorty in She ufNERt ENGINEER Or shall h be eiNEEe m+edge to OWNER ENGINEE0. or Yuiroof' NEE In Cms .1 direct surnmWn"biran) y pr auuonty m Iuperviss sur ante+ tris romisNm or nix�l RerfonNneC Of Ne Work or my duly or&OLWlY to und". take rarpoodblby iomuiuml with the Pm rhio. of Pan- ileph 9.13 ar my Odor Pmvisioa of die Conuece Dam- ni TA. Whencwrin,he ContractDmumed,,d,.ertu^u ONcrtd: "'u di,eaed: "'u reauirtd: "'u dloaed."'u apFmyed" or,...(like effect ar imps tae urcd..,,,a Wjoad. -'suitable: "'aacepura `Pr .. or ••auisfmory" ar Wjcerivu of like o fm or Impm ere and to dumb, • rmuirtmmL diroctim re loe rjudl. men, .(ENGINEER u to Ne Work, it U in,mded ,,l nqubemem director. review arjudphmt will he m41Y to .velma. in ImW, the eone,i Mork far mmPlWa with the rcpub.mrnu of and idornemon int on. Centered, Docemmu end mnfomunm wdth Ne do,!, m, of N. i 1p Pal Dajm u a faredep whole u dmwo or iMicamd in the Cenrracs Demme.. made le a ,pdfic ma ed, iadiaunp Otherwise). The un army wcb ,am m adjmi,e awl ror bar effwiv. be avim ea El NEER my duty or mNaricy to supamuc w dbi Ne ru e"id g OF prfamonm Of the Work m my duty or authority to undertake regpondbiliry mno,, to Ne Pmvi• eia. of Paragraph 9.10 or any other pmvidon of th. Co.,., Doemeau. Aeaedng eed saua Mag C.. Deauens TS. TheConuae Daaunmu mayhsmaeN to provide rmadditionoddedouaMreyislouindo Work or mad'dv me arntu and mmida u Nermf in one or mon of the (dlavrinP ways: 1.3.1. efamul Wrinm AmaWmm,. 33+. a Chmge Order rvu,sam, to om,auph IO.u. or )erre. aNbrk Clung, Oir were tpunum„o panpaph 10.11. ' 3.6. In addhon. ,he regnst eenu of Ne can. Doe. menu —Y be F-PPlanented. aM mi,wr ymudia. tad devia. ,i.ne In da Woh may be autharirdd. in are ar mart of on roll.wr, ways 3.6.1. a Feld Otdenpunum, tc Famlia YSl. 3.6.2 ENGINEER's Onmoval of a Shop Drawing or Sm Ple -Puritan, m Parapaphs 61 and 6.n- . or 3.63. ENGINEER'. wdnm imemctaden or andRca. dm wa ood,. paragraph 9.41. Rrmre/pnwunn: 3.7. CONTPAL & and any Subcontractor or Supplier m Work unanae arryda:an PeefumdngarfwrdiW any of aur Werk is •diem my 6.1.c oourm.:m OWNER y rhad m, Nw IX.c9uln my aIle mmownmddp rirhu in my of the Dm iefa SPocifeuiuu Or Other Of m v therta(1 prtpp.d by orbeads{ Ned,nl a(EN m mp ie a ENGINEER', Conluo rvL tad 111 ,W, not ENGIEER edent Dnwinfs. Spodfi,,al ad,er or eopfY ar luirn eatet Of the Pujda or mY a gnu rNr en dO.ent of OWNER and ENGINEERRro� .Dl,.P Bd iam varifiaadon IXedepiae by ENDINEER.ecla wiltm ARTICLE VAILABILliy OF LANDS. SUBSURFACE AND PHYSICAL CONDIDONS: REFERENCE MINIS A. '_i. e/faad0 4.1. OWNER %W furrj L uie i jrd du Caauae Ddmio( .y Ola eprd,fe, swohuab,je.h 1. rifhed Y endwsraleufor der sleofC N RAh.r& hors wNah K dei,pvad for ,he use of GGNnalhCOR. Upon ReUea dam rcmcu,OWNER s1uR(,WithCON- TR.rCNR with o ch. e& pen Of n the k7d ,irk avd legaw ddeipdon of the '. I. upon whirl, d. e o e , be performN tad DWNER's ina k' dterein u nmuw'y fIX pompe ea "n orfilinf. mcLa-an Benagd.,such old, be acmNmm wi,h amkcN. lave and Rede. u. OWNER duRWm,BYame,mmbuaa fres of bob rwr ofRmad application ONTRifiMkedly re ThmuseofImdes oran1N un-uoitW CDNTRACIOR rinl haw m m .orpmamd. rhe Wah. FismOolefar emwncm euuual a or Paraan, dungen N easdnp fadidu pre be ober and ,a,, for by OWNER. udus MRa pOWNE in the Cenerm Om• menu. VCONfRACrORaM DWNERareunableroapman artitharaCa". rare. the Co, oreie. ofanyadj.menuin I. (An E Pnaornd CO. bu Tire. rOmanLyin CONIRA fumirhinp thec WdL ryhuaf vnY or foremen I. COid. 11 f0R may nuke a claim mal o pdn far I. Arddn II erd ad — tha(.'IDR swi provide rIX all addidmd Wkr tad ac¢ce rhauo that may be reavialt far mmru paY a.wman hdlidc or Stowe of maer"vU aM mdvmenL 4.15uervjen ad Phmur CaMm'ru: 4.2t. Repan and Drawinrr: Reference ie mode to ,he Sap.leme^ury Candida. far tdmtidotian of. 4.21.1. Subrryarr Canduuv: there rapers.( uMo non. Yd Iw afaubWIfip by ENGINEER u ER i ndpaw la 0. CO der, new beau udliaN by ENGINEER in prepdn, Nc Cortaro Doeummu: and 1211 I. caf CeMuionr:Thwe arae .1 afphef. medidmu in ar nodrip m cua ela (.ride, or derpe rr^ ry u ma mcom s li rh. de nerepe dnerspwM FrdIdCIN4 Nw.m, udirrd by ENGINEER in pWYr' iaa Ne Caws Documenu. 00700-I8 422. TJoth,d Rdfanm Ay CONTRACTOB Auelrorfrrd: IkeM/ml Dara: CONTRACTOR may ply upon the penpal aeW acy of N<'YeNnloi data" con W rat in eutlr pilau ped '"wings. but such rePoru and (Im*mp art nen Con. Dewmmu. U. •a. .ked dapb ' lc mU6ed in the Buppio- menrary Condiri.u. Esmpr fa web rename on amen -rah. Idea data:' CONTRACTOR ma' ma ply uses or make any .Lim spinal OWNER. ENGINEER or my of ENGINEER', Conaulunu coir, morp.p to: 4_,1. Ne compinmw of weh rwans and dnvnrys for CONTRKIOR's puns -ea, h«dudinp. but one I'miud I.. any atpaas or rhe .. methods. labniqu-, ae. .veneers and Pro ndum of wmnuedon a h mpl v by C10NTT4LIOR and safety Preewdona and Propana irai. aero thcpa. or 4 `_ Wim data- imerymutiona. osinhona and vuec canui«d in such renals w shoves or indiored in wN tlnwinp. or a"'--YCON1RA=Riaerywdon Norw«lu. .ion drawn frau my --mahel dao' «any meh data. 1-to,i e.,iona.whdona «infommbn. 42]. Naber o/D&enim Sabmfaee or phmenl Can, ria-: If CONTR/=R bcieva dna my robsmfac< or phyeid condidon aorwnip to theme then u u.,arsd or revesmd cinc�, 4.23.1. u of ma a rrwe u to asebhish Ihas ane• -'tashnid duo" on whieh CONTRAMR b entbbd on rely u Pra'idW in Pao rmhs 42.1 and 422 4 maeblly mss Trac. or ConuaChs lastencharenes tato rmuima Uvnpe in Ne a Dapmwu. or . 4.233. diEep mueriilyfmm thatshosnorisdiotedio the Contract Oommenu. or 42].4. u P(m unuwal nuurc, and d0fpz mvablly from condi'.-ardi-rily manuntpsd and fmpapy pang. Circ' u iDn rest in work of the clnnpp pmvidrd f« in me Cenaacr Dowmmu: rhes CONTRACTOR.hail, Mmpdy afterbemmiryawam enamor and before fuller disnabbtp anndidana aRmed thereby or prfomdnE any Work Mcommis- the th tea«« in an .megwey u Ppmird by Paapaph 6>I. notify OWNER and ENGINEER in waitbpsbam road, mtdiW,CDNTRAC. TOR ,lull rl further disturb wch cardir oas a p form any We* In t• «pion IhereYit r mama as e(mepldr «rdl R- wbt or wrimm.her, to do w. 424. ENGINEER•) fi N—. ENGINEER rill prurnpdy pilaw me PpuAla .pd,io-, dewmhre the it, of OWNER's oboind" additlomt nepbradon or tests wire m- ap they- and sa viso OWNER In wyuina twit, a cost to rbNfRACRTRI a ENGINEER'. PMinp and oaod,, lops. 423. Pwiblr Cwrmn Dsewrrnu ciov,: If ENGI. NEER eo«ludp that a Clump In the Common Downorm is reanired u4—it afa vordidan mal mere. enter mam.fNe CltRaite in paapayh 421.. a We& Comp Dimond'. «a Chmpe Opp WRI be lsmed as provided In Aniele to to mh.t and documem the esnaeRuprms of amen chuµr. 426. PapiblrPrireard7LreaAdivamrnrr: Mequiuble bore.both. mue,the Gammon Pri.<«inrhe Canaan Tmu.or coal be Ubwnd b me earmt ma the cairn« of roN un ate I. «C .ilI cusp m Irrmpa or de. Create in CONTRACTOR'. of.th, eau of. ar time reauiret for periamun.e of. rhe Pork: eubjm. how -.err, to the follmrne; 4imras eucried In n ,rash, tang onearmores(rhe acpodn apmTxd'm panpaphs 423 b'on'e: .1 Ilealh 4114. 4261 aeossirmths ContractDomearesmIsmua pompom, 423 wR not be an wwrhm. soderipndonofo« a condition premkm ren enddc nenr m •nywch adi-uaaa Nee Buis. u widerctpc3ro in Connote, onntfomes Uoir Pries Baso.anyadjumamtin Conan Nor111w1 be wbjm N to e pmritiou of pararaaphs 9. 11 and 11.9: and , 426.4. CONTRACTOR shall nen be enddcd to my adjustment in she Coen.,n prim or imp if: 426,4.1. CONTRACTOR know of the .slaws of such eanditiena p the 6mc CONTRACTOR moan • fid esmnmant to OWNER in super ofCanvan No,md, Conan Times by On submission of a bid m becaWna bound under a n.smbted.soap: or 42.6.41 the eaiamer of such eordidon could rp. notably bre her. discovered or mvW w u a mans or my caroinado1 brpdption. oaPlorai.n. tilt arma 1, of the she and earrtll s areas Muind by Ura Bid&, Ron.. or Cnntraet Doeumenu a bewnductW by or for CONTRACTOR Cri« m CONfRACMR's marina -a final wmnknoorl:or ' 4.36.43. CORTRA=R /ailed to 6v. Ne wdaen rwder vidrin the dere and u mquirM by panpmh 421. If OWNER and CONTRACTOR are utable m spm an mndWment m o u In the anaunt or 1ena0 of my roen rentable a0tomeot in the Coronet Net or Comma Tums. a dim maybomade therefor as previaedin ArvGp I I and IL HswevenOWNER ENGINEER and ENGINEER',Com d" mu dull not be liable to CONTRACTOR for any abhor. eras.. Ismsordmua s tustained by CONTR Rworin -erection.;Jr any arAp omjmt .,mt1riemed or,!.. 43. PF,tnealGKiaenr�/rWa.crrM £.dao'. a3.i. Sb.n «IK.ard: Ttae iNamuian tad wen Wn hrrdand L r,e Carurap Wpmtcnu con mNaa a esi�a Ondmpaad Faalitic[ v « c«uyana a ere me b bene' w 00700-19 kdaroodom aW ds-bvtmhW b OWNER or ENGINEER by Ole Cwtas dRlN UMortr* r Fsa'lido arby ahoy Ur it u ahamrisn weedy oo,,md in Oc Sw*nnoraryCm&(ossc aS.i.l. OWNER ud ENGINEER shill not be rapon- nble for Uc scwby Croamdnewss of my sW m(omo• tkn Cr d.,.. and U.Il. Te oxrdall TRACIkwB hm (a ro Win the CCnaax RieaW CONTiIMIOR still hoe (uOlnpwr s33 ry fm b, mkwvrg aW dnc>ai N stch bdarmdm a W dso.fulkoetl{d UWapaWfioLennofft WmsW Ih dte C000ta Dpp odMn rtmad'mdm dme Woh wills pnowxtho wa Uld gavd.Eo of ae UnOm notow and 't rhe ofcry utl pmrmaal d N Ndl U irio, r-- l or tO ro ld b paaQapt 631 W tgoon[ NY danaF IINna Iwdmtg (atm INC Nbh gS2 NorSMwnwlKrued:ltan UlldagmuW Faalny b uomwW wrnoiW vwmntiguom bmeua whichwas uw maven or if. p.. y me Conoaa Docupwtu. CONI Wom N shall, pmmpdy ahw be OM swam y or rW brfart (uMw ,k in R m ecdon t Ihertby or W. (artmtg any %r-qu b C PL,4T.1 mmarid baCea in an arcagxY v vo,,md by puagaph r. Hmi(y, the owner d such U to OWN R Mcl N INE w,inN naive to rhv owns ly b OWNER U W ENGINEER ENGINEER vile InoWn-.4Ifmica me Undaymnd. o quy vd d1h. Co. One utmL E Y. m W. a duoge t ft ad in me Cara Doatmmo to m u aW doaNmnr tnc It ENGINEER of Inc euPr d Ne UWapmud opo, D If ENGINEER con• dude mosaehangc in me C cora Ord--um&ruW a Work Changs Oi tiro or • Cywge J 11 h i . u mmidm in n su m b CO aW dmu s rush ot,o, epm.f.w of NN motiond Uocl shallbe malanr oblcforNc in and ptwmbn CONNU=R Fbo4. v pinto i b intltph 630. Pilon. to. chap be al. bwdminmatebme to, the Rise OranmM,v Clmc to Tunes or both. wmelg thetheyamtoribuobk t the exio Jj. I th UWa D fadiry Nu was not shawl Rdid onin rM Cof Md oukJ not rsomu CON. TRACTOR did rot kmw of aW Orto Ila ra ddw hair ban ER" to br awve of Cr b Errs andcip cnd if OWNER a WCONTRACTOR h unable to tyrepnmdden mem to a the a Con Cr I... of any auN Wj roa, on in Canoe Rider [comm Timm.CONTRf I'-maymake a WN . ENG ss ER d in Milder 11 aW G However. OWNER. ENGINEER and formnyGINEER't C..0 I - shall rotbe liablewCONS2 nRfpr anyclaims. tarn on or or -r-om imutW Cr suovmd by r -N mCIOR on Cr in wnnmim Nim any Crow plaiesa oil anlG{Wm pmj2t R7 frit¢ eve. OWNER dull pto•idc rnprom., const m vub luh rof— polo- for mnswcum whiob in ENGINEEWt wrogmctt art.Y til eaabk CONTRACTORb rwem Pd Wbrt CONIF-A WRs l be rnpenvu.(w bying Cut Nc Nbrt dull m Mop— rhe nuWblM ,of. paak n. W "me Wnga w t—Oona without me Prior wdnm LPPmyal Of OWNER CONfy C. TOR Shue Iemn to ENGINEER w Coo nr any gds point is bo or desoayed or N Ojm stbmdon bwaue pr ncmtuy donra N bailer wlaaionL soil shall bo lapwy tibio for the mmurare rtplaarmmt a Idoaim dawn oder. cow Poino by pmfcsiatWlY 9us4foI p,00UW, LL Amva, Rooi®.EmWaa,l O,Radia MCI Msuosl: sS.l. OWNER MtII be rvpomi, For any Aybepuy FCeL Fkodaop, HaaWaa Wok Or RuSmmYc MamW 0000 a Or mvOkA a do she which wu ru rhown w iv i in Drrwitaa w Epnofmda- w Fdatdfled in ala Coaaa Dmmmo to WwWjo d. trope of Ine V. aW wAcbd t Paan- odnmdsl %ith bpear-wIh, waved davo tit b. , wvn the Hlak h the si¢ OWNER shall as be NIRA bls for a0' och slNanb bwpn to no aimby CONiitCONT Sd�mmsow.S� m a avywe els (w wtom CVN[AAGIOR E repamble. a!= CONiRACMR slap ivmWuuiy, (1) stop N Work in somomm with oam baamoru ewdilion aW in My w artcam tharby (exwpt b sn emagaRy Y T WItW by M.V ph b ). aW Il IY.* OWNER oil ENGIN EFR evil themRer mofam NN norioe in wdt'u W. OWNER shall mond, Caaolt veldt ENGINEER mnum. ing rho nmuily for OWNER In rtOtin a gmURcd expert On tauter- swh haamao modirioo w oke mrt�vc rain, C my. CONIRFC(ORshd rat bctcpdrW bRPmb Work I. connection with surL hsartlCus mWllgp win My preb aRoowi era until afro OWNER has ob-bmd my regdrW Pemmt rdatm thaao aW dt Wer b CONTRACTOR vp wlmat rmcc TO sPzfyiog Ihv suds c dm till My eon l w is w hu boat rrWerW soh for or. underwmionofWork.or()rppXyiagurysprmlWilms undNN suN Woh IVY be ratvnm safdY.IfOWNER aril CONE AAC RJ R cntwt yrs u to mddanmt ser or Ne amount orevmt Caro adrysmrcnL EmY. in CLnola .rive or Convsa tio. ndaWto[Nthr,4 st wool CON. speml mtitbm t wnim Nb r u aped by CON - ,h A orOR pr be raumm. dmc I gory L vuke a slum theafw v pmridW m Artitla 11 aW IL PSS. if aha rm=ipt Of NN tpabl wrinm coda CONTRACTOR doer nor Poco b rawnc NN Work bvm on a rabmble belid it b unsdr, or doer not ail¢ On to Work uWa NN aped mWid . Nm OWNER may oma turn portion of Ne Work mu k in mnnwilon with tuN t-adov NWidon or in .o a. ream ver b a d4cr from the Wert If OWNER aW CONTRACTOR conn. ail¢ v to mdtle oorl til err Ne .. Or ratan or so W,ja t. if MY. in Conoaap or Conlan Tma ss a Irndt or ddcdng Ndh portion of the Wad, mm dura put, rmY nuke a dans Ihacrw v pmvidm in Ntida 11 W 12 OWNER may nava ftKh deet, poNor of he Work pafatned by OWNER'- awn farce errpmct in a am -with Adde 7. U.r. To Inc (Witt u-nt pasrvtod by (,ors W Ra- ladom.OWNER andl iro—nO, aW hold narmlcaa CON' TRACrOR. 6ubmnvamn ENGINEER ENOMEER's -ME C ..Iuen. W NC alfices. dilrocre. emollh . alma. other coiuWunu W subconaaeola a eub W .,of Nem from W aPdm all elaMa. nos.. levo W denufes a,tai, out of or rWdn, from such haaard. ceMidan. Mlided N.: RI any sueh .i.,, mat. lou or da leen is ' utr iblable a holly injury. sickness. d:xuc or death. or to injury to or dewaon of taryoblc pm.ay lother peen du Work iurJn. iolMbr the lou of use made, de, tkrcfrom. W rl noNNR in Nu subprapoph 4.3.e "1 ObliPre OWNER toidemnify any person aendtyfmm W ipiet one wnsctio. of deet person's or emill.a own ne)li. Mee. 4J1. The pe im. of pvav plea d1 W t3 art ne inuMed to appya Aabente. PCBs. plrol.m. Nuvdous Wuu or Raditeirc Material u.overed or nvelN al the site. ARTICLE.—BONDS AND INSURANCE 1Ffpnnmr,e. MmwW OrM Behr: 5.1. CONTRALTOR dull famish Pafe . and pay- ment Bevels. cau h in se amwnt u 1. wol so 0,d Co.. M. u sccsniry fee the faiddW pelf. and payment of all CONTRACTOR', ob4pdov oder the Calan Docu- ments. The, Bond dull remain in efim at I¢n uml one yearaher Ne da.ewfim final payment bemera due. except as provided whetwiuby Isees or RWl,uk es or by the Grana Dexo rnents. CONTR.sL10R shall ala furnish such other Bonds as are rwuild by the Supplementary Conditio= All Bolla shall be in the form Proraibed by the Co. Dom,. menu ea.pl u prerided otherwise by laws or Fepladam. W shall be eawnad by eueh suredea ai art nmwd in the amenslist ofRnda, on Cels and ofA ccoplale Auentabk peau on pleat Bonds W u Acceptable bylieme Audit Staff. Burceau ceau of fid in CuwWS7glaneddl by the AZ. Sufi. , Dom of fr t- Amm�1 d, oune Oy an doge. US. Twpvy Owabya ce M BOMB ipned by an apnit aacwmpardd byacadficd wpy of aur}, aeenra authority to an 5= If the surety an any BoM furnished by CONTW. 'IOR is dcdveE u b.drupt ar b.nma imeelvent ori.lobo. do War. be terminated in any .. where any pert of the Pro= is bald or I. ccasca to meet the rcwimnrnu of perapaph 5.1. CONTRACTOR shall within un days rhmofer abada a anther Bond W surety. bath of Mich must W aecepoblc to OWNER. 51. Lkle.-d d.mmea W Imnuela: Cergdwa a/lxumnre: 51.1. wll BOMSW inwrarm rtauirtd by Ns Comas Deeumen. on a exmaad W m Jrwrga Ey OWNER or CON]RACIOR shall be obund from sort., a insulate, tympania 1Nt art duly Il.med or um to bad In mejuris. diction in which the the beer a lead to issue Boyd or d. Sugh Itep0a ndifor the gemmas Cove 0pen arent aug. Such wmh hr is ger. anmmpmle shall ala men such vide.incl a Suirmrnu W gaalifio s. u mar be pa. titled in the Supplemmuoy, Caditior.. 511. CONTRACTOR Hull Mimr to OWNER. with eOpiu to each Wdiuiml Iemed Masdfed in the Supple. menun. COndiliora. eatifiac of iwnance . W other evkexe of ieunrce reques.d by OWNER Or any other additional ieurdl whkh CONTRACTOR is required m Wrthue and maintain in acweaocc with puapaph 5.e. OWNER shall delisc to CONTRACTOR4 uiN cwle to cath additional mvrtd won"i in the Supplementary Codinec ulemosby Ci.NMACtW pthe evidenceof ioouocc rcqueod by GONIRACIOR el any other Nadi maknemI. WYfi1DWNER le RQY'Ydad5.7 atue W uuinuin in apcoldar.. with pmapsphs 5.6 aM 5.] howl. COM'RAC7OR'iIm .1murmur: 5.4. CONTRACTOR shall punchue W maintain web liability and other irmmnce as R apgvmbte for the Work Won performed and furnished and as will provide pronation from claims se forty We. Micfi may arise out of or It from CONiRAC10R's performance W fumBlimn or Ne Watk and MNTRACIOR's other obl'ipcona ude the Cory ens Dw men.. wbeNa it I, to be perfomN orfumuhed by CONTRACTOR. any S.bom .aaoror Supplier. or by anyone direedy or idireciN employed by any or Nem to perform or fumish any of Ne Walk. or by anyone for Max as any of them may be liable: 5.x.1. claims under wo em wmp<madon. diublit5 benefits W other similar employ. benefit ac.: 3.4_ claimsfortlamapab orbdilyinjury.- mwdotal sieknou or disease. or death or CONTRAC- TOR's employ=: 5.11. claimsfordamapobrauacofbodilyiriury.sick. real or disease. or death of any pian other dun CON- TRACIOR's employees: injury liability untwmmarI.y My injury fabs. ooraaa< Mich am asuind: Til by wy .wan u z m.,. w olfeme Nrcdy N IMi.edy retard to Ney.,he, pereof each Pasobynumn: CIDR gr(Tis by any other pawn for any aNcr mspn: Sauce .aims fordao==,osed %of usthe Warr party becou of salary nc or Oeneueuan of unpile property wherever locoed, iteludinp lass of tax revultinF therCrom: and SA.d. eW. for dan.aea bee ,e or bodily injury or death of an, person or moan, danupc ar wind am or tM .runup. maime.. or ala of am' ma=r —. e' 00700-23 TM wOde a(iluwulm to "uirtdty thh pmpaph 3.4 to be w,,u trd manuined dWl: 5.4.7. withrape<t b imurama m iM by Pv4"PRr 5.4.7 bbuih 5.46 indvare. iodude u Wdid-ol bwreds (wt.i,, To toY maon.vY eatluau. to respect of pmfu- domllbbilky)OWNER.ENGINEER.ct4m 73wst W unra ud NY abs pmona of tnuie bee to the SWpknrnetY Ca Widont. W a wbom "I be Rne,lu Wfaiorol Irumrd.aM Nta oea erase fd lbe,.d.-. < af6cols and emplayce o(all a+dl Wdivpul in.ure55: J.I.E. iodude d¢uorramty pmrtW to he Supfor , �r ko thoo the Ihrtiu a ui,e,l by U. m ,; samin oxnory Cadi3OTe or rmaind by VY a Re4vluiau. whiCM1evC Y prf1S 5.4.9. itdo —Pleur OPa Oeo nmr,rc 5.4.10. ia1We mn---I fbbiUrY inmr,rm —TT109 CONSR/=W. Ldcaudry o1,6pdae order pane* - 6.116.16 aur 6.71 Uvou h. % mnum • Provision ar adonanet Nat the eo, Y eomol will mt be oadlot avraullY duniW , ro n rda unvl u lent U*tV dap prior -doeo oedee hts bee, avert to OWNER W CON7RACIOR W b oeb obc Wdidad inward Nrndfid in be$upplvnrn i of (tM me atifieuoa of 4nmarczN fimbhrd by Ne CONTRICMR Pa t TO ParawPh 3.13 roll .o pro- ride): S.4.li t®in in dita atlessruot6fiulpaYtnenraMY all doe thuofurcp rn CO <rec&f ORk 1- be mer n m6. .,rah or tmladni dy erivr Wok in amoName with IvraprPh 17.11• and 5.4.17. with ee,eeeT b mnWaW opo Doth i— .4 avY ®aanrnmraaie wrmev anadaim obaa.. 'cola to rota for a bu aro You t Anil PaYmrnl tarp CON7RAMOR sht0 ft n sl.OWNER ted oeh aha addidorol iowd idmaied io be 5tapienrnuty CoodF do. b Wwm a a%vteTac of firma••^ hu been ;--t e.idence uad , TO OWNER W -Y.ueh add'nimal ioo a of unum. of amh i.e. a firw payrnera and om year th�al. oWNERY LaN6'ry lw 53. In Wdidon w me ituaarto rcmirrd bh pmridtd by o0or. Cl00. urd anQapho. aOFA u'. oTooe OWN , P J^Jj and rnamuin u OWNER'. OWNER OWNER't own Ihbt7itr y WOO free, Ppaariam order be Coaru Daamemry Pv" I- 5.6. GNea Pme .Ptartdedtft $s.pMmnoeY dideY.OW NER .hW,Pnduae ab nuiman ptmvty innr- uttt upon be Wert at be ab in tha tmnNa a he hll ¢Plomy be eo¢both(lwbjtab anddrdom7de6m Or re auY be P. ,, to the Suppkmmooe CeO l L or tFacd by laws and Retvluiav). Tbh iatuanee thdh 5.6.1, irdude the iaaeat of OWNER. CONIRAC. 70R. Stmmaraaot. ENGINEER. ENGRfEEty Con aduw tW NY atha pYaart a mdLV` i5md6ed b be S.tppleoawn•CoWiday.Yrd awhornudem¢dbluw ul itmvaNe aW tha0 be Read Y m ntPvW of Wdidad Imv eed; d: 3.62 bewriarn p'vWdudae reslcumanatl=Wtic foot •• JT,, aIXuaIann iovaaan fa phyd SOOT .de To as Wok. t000re least e+arktrdW Pt fire, udrhrll bmo< aBrm.t u lou the fo0o-mi pose foe. fiibomr. ovaWW colb . deb. rdafamtad .Ud. ®rLid. by cnideermlWoe•d Iemon4d®olidmo® by adot®ea of speedg lawsoy au. rearm due Be. tW pled ahrn pond= vend be spaiftallY required by the Sappemrnmy CoWidav: 5.6.5. ia/Weuprnut iocurtcdmtM rgeira PPlrm .1 a uY i oTo kL pnPuay (mCtdmi trot nm limieof To fm and cluryn of.Te— aur udu¢nal: 3.64. mvmumvlsartlaquipmm[aoredubeauIX uambolaodanb,T, wu upeed b to wriuni by OWNER prior b bdee utaaporuW m be Wand. pvided music 6. for aur-cabpmau bave bby NGIN ism Apphn don far Payornt ¢mnwmded by ENGINEER: and 5.65. be vainvind in dfta uvvlfirol paymeruhvvd aNm otheexbe +reed to in wrim¢ by OWNER CON- TRACI9RandENGINEER with &Mdataw Oodoe to odt oma wl idaul ivartd to whom a «rdfia¢ fivannca ha. brnu iwd. 5.7. OWNER d.a0 Padeae and vumoia aurL baler.'" bO requ Y moth, u pjoeo oaa Coe tw¢tno u ¢ b< rmdmi by me S 11 ioeiw. tt Cmtdidou of taws M CONTRA OILS 11 badode be inlEM of INEEA TON CON7RICIOR $ ubmnaraaz ENGMEEA ENGMEE Suppk uand anyamer.a oarrnddo ifod6W to ' SuPio a taaetaand shall be liaod uss wv1 0 WdidaN imvrwL 5.6. A0 be IlYao d inp+ranm (and ba emofiaua r oma e+idac thmmn remdrm b b Pod'a`°d5fr6dN uinW byOWNER in tn¢ediria with ."'r4 wll caorain • pmviaan ar eMataoa¢ aRPAd wi II na be aryll d a vamr{r0Y clnntd a rcaw refaced unW OWNER adnMKTPriof•R-rwdro pro m OWNER W CONIRJ.CtOR aril ro Dile w Wdoi ivadbhom•aeafioof inn¢+rae ba.m i..ud and will eonNn wviry PtP.i.cas in a¢ad•w• w ,p h5.11. 00700-22 5.9. OWNER awl not be res,nable for pwwsinL and Iviouinin, any ptvpmy ivunwe W pmmmt the interests of CON7764CTOR. Subcon canon at other, in Ne Work to the terms of any dduuible amounts that art N<ndkd in the Su dcrocntary Cardidau. The risk of loss within such idem LESS deductible anouna, w7I be bane bT CONTRACIDR. Subwntraax or elven suffering my such bu ad if my of them wishc property Its - eoyea ra within the limbs of such mlpm.. each nay purchase ad maintain it a, the ,ambagOe. owm eapenst. 3.10. If CON7RACi0R rmueate in writing that other ,mid inuurmce be ineludd in the prtpgny I.. Italia, govked .due panlraphs SA Or5.7.OWNER shall. u port. ble. iwaunsuran. hWe eh i. and the sun theQ Wl be d.pd w CON7R.5CIOR by appeprigre Clwge One, or Writes Anmedmwnt. prior 10 wmmerrnsncnt of the Work at Ne the. OWNER shall in "ti,p advise CONTR/CrOR whuher or .. suO, other I.. has Is. pma.trd by OWNER S.It. Wmrcro(Rlgho. OWNER ad CON7RKT]R.ioted thus all police purehawd in aaortWcs with warrants S.6 and 5.7 will pta'cct OWNER CONMACIOR. Subtmoatton. ENGINEER ENGINEER's Consul... and all arhtt pen sons ormduu idmiJid in thc SupplunmtaryCondid.. to be lined as insutde err additional lnNreds in ,W wlides and rill prayide primary coverage far 01 lower ad damages curd by the peels wyered thereby. All such polidei shall ecrumt pmvisus. to the.11. the in the e,n<af pa,mCm of any loss or dmape the insurers will love w glints of --y apuM,ny of the insureds or.adisionil bNreds theremder. OWNER and CONTRACTOR wady. all rights .4:0.1 Oath other and their reOpxive offima, dime, an ustYgas and aLmts for all Tarsrat and dannott caused br. Wising out of or resulting ham my of the pons mw.red by Nth Ootid. ad sur othttpmpnty mnsursmx applicable to the Work and. in addidm. waive all Nth rights a aivt Subcontractors. ENGINEER. ENGINEER', Cmuulcnts and tel othespasons or made Wmdfid in the Supplemem udrsuch ttuioefrlosv ivaedeaims,a o�W insureds un due aboyolid.f"Ib aW wattage so thaYd, Now oftheabove,Mater, may haymd Ntheriy.that anyMt m,,,making such waives rraY bare to the pt. pyo of inderrmy held by , WNER v trauteo or other.rise payable ower any w1icY w inued. S.112 In addition. OWNER wait'c, all rights aprinst CONTRACTOR. Submoemenan, ENGINEER ENGI NEER', Comultanu and the oMot rs. dimmers. rrnpmyrez esti aLmu of my of them, for. 3.1121. besduembusin.sintcmpdon.tme,se orlwasor mutmWIOWNM',pm,ennd,snevvyi- blbiserrdaan, to OWNa]e1 pg(mmr she as Watt cdm n by. er h.{ cam gu or by O CR: fin or.hn peal. whethm or not inrutN by OWNER: and SAI_. lou at deet, to the eampind Prpictt or Dan thaaareamed by Wilnf gutorasmaud harpfire nr other ivurtd peril corned by anv property teamster OWNERd durin Ne CUmplaed p ar pan the aaf by 14. OWNER ng penial udliiatian pumsumt 1. pargpa,' a,IU. aver wMtantW eomplabn pursmu N paragraph II.tl or.tier final payment puryant to panpaph 14.13. Anyins.,•^•policyvair Wt by OWNER.,.r gmy b,,. danaaae orouuequential loss refereed la m the pvapaph 3.11 +,lull m papvuiomb to the etfer tau in de'ascot of Party— of my -ugh th bss. damage er eonuqu any loss {he insurers will have w rights of rtmvery ENG any of CON. TRACNRl In. M.. diENGINEERENGINEER''Car. myoft W fee olfian. dirmors. empbyma vd agm. of my o(thern Rade all Appuuden of Ivunnc 1'maN All .Any ivural bss under the aaw. or basuraroe required by panpaphs t,6 and 5.7 will be %djualed v OWNER and nude payable to OWNER v fidumry, for the ivumbs. as their ituemsu may apps. Nbjat to the mantra. mems army spplieble morgape ehuu and of gar.,gph 5.13. OWNER dull deposit in a aopan+e amount my none, w received. and shall distribute it in aaodanee with such ap.- ment .the parties in interest ma, rvAt. If no n1wee social aavemgnt is reached the damaged Wank shall be repaired or replaeed. the mowys w rettivd applied oa aaatmt thereof and the %re ad the cost thereof caved by an apprppae Cbm, Order or Wria.t Amendm e., 3.13. OWNER v fiduduy shall have power. Wju. and .mac my In, with the Imners unless ow of the pard. in inures Hill wott in wriun, within fifaen days aha the ...fig. so OWNER'i'gent of the wwc. Hsudor o biwdan be mdc.O W N ER ss Mixiary shall make acdenermt with the I. in aeomum. with such aaermc tet . the pant. In I.,u., may messy. If no aught apcmau amatag the aardo in interest is named. OWNER as fiduciary that Wien and re We the to. vvith the i.,ttmm and. if mmuim'd in writing by any panv in imaegL OWNER as, fidudary shall Ove boll far the pmpg, pcfomanw of such dude. A[npu.rr al6eWr and Inmarc: Opdpn b Rrpruc 5.14. If cbher parry (O W NMR err QONTRACTOR)by any obircdpnteasetoveraquiRodW byprodmtodl.4 eo. ofthe Ba Me Or er tory I required tc be purchased sued le, b.4 f by the Other ienvinasta Can with AN...s thebssisof pan, sUl Wcewith other pre. Do.titin, the 1. disanp party eogi serf the the other parry in er cyid wbhin ten days reqs recip of Ne h2.7.OW for other a NTRag rmu.mal rmuiredb,pusah..the 2.7. OWNER W CON7AACTOR4W1 .ch pmridt to the Other wN additional information in rts(+e If of imuurmc pm,idd ss the amha may m.wnablY rmmaat If eitherpanydaca not purtbau or maintain all o(the Bolls and iniurmce rmuind of aueb pans by Ne Conlrin poerammu. tomWepaltnotifyrhemhefpmt'inwtimingorNNfulme m purchase priorto the sun o(the Wpb. err of aueM1 ,hurt m mildnudic us my other ior tmoved, she,dshe,wOther Party may glect to amuyln cn band. Iniucoe togoal, ..a pYYi mn.LL .1 Ne capar,'' of she f"'y ylbs w1a 00700-23 awatkM w g0uMc rah =scrape all s Outyc ONa sAYI be iuuM ro bion the Contra, Priw aaWitYly. emnd uw�e--rn.vrrrr l,rn,<ke: f.lf. If OWNER fills r nrcussry to omapy a uw o k pricCut PfJl me W,ttwNPw mo4.101, Maa®tuchutalm acwNvwc wiN pvaFwh Iaef. o the ind thu w tab use or owuvanoY WW wmotaRc brio= ,e iwucrs enecof N in �Ppv[y,=-. Nen ae on ooed6M swims Wo wf all in wriritap MmM uY cbwPa in wrmPc nmzetimb tbaeby. M iuurat ppvidi � the ptopary marana si W I wmau by wd,nwvrt an den Odic a pdicea, bin Ne PrapwY uY W- uwe ahW na tc oatlld a pamiuM w Wuan amunt d anY tach {will use a a=uP�rcY. ARTICTE6 ONTRAC WS RESPONSIBILRTES fttP� and SnPr.inrrrdrna: 6.1. COMRIL"IORshallsupnvis m�os aaeEtlirmllw Work wmpamJv all elluiendy. dow,unp steal soendon Moreno all applyin,, such skills area =;xrMc u oay be nceay w pafam Ne Work in aeoMatre with the Can vat Dauircou. CONITIMTOR •hall be wkly teoewble father melt ds.nefmiquevasb Soraue Ptacdutes of for Me nel],n.but COona in e dcshaJo=bervwnu'bk lathe neOi rrofothermrhedmlm,rsa uw ora epeifiC raevu mctxod. tech ., o Swum=,r ptvcrdure expreaoyf wuwcilpn wAi<h is tha=n ,r mdCO in all Rohan e ocavod by No Contra, M, contmcv CO to,, . ORalull be rate, blew Sac tMe the wmperrd Went wmpu= araa- tvdY wiN Nc Cgntnet Doaunenu. 61 CONTRACTOR shall trop on Ne Werk at all rima during iu propeS a watPevrn tesidrnt aupeinnbw[. who shall n,t M Miaeeo widwut wrireen roti= o. OWNER and ENGINEER etee, under eava,Minary oittvmmresa The supe irtW=t will be CONTRMTOR'3 tepvp rit entadre e rte all dull have aoN ry to as on bzA ,(of CONTRAL- TOR All wmmuni=uou to Ne UoMntendenl IW be u binding u U Oren w CONTRACTOR Lbor. Mcabh all E9dpmcm: 6]. CONTAACf,,.y. by oun aecawewu.tthe %�in- ified Pmbnnd to nal lay out all emuvua me Mai u rcRttinM by We C,nuaa C«vmrns CONIRAI.-1OR dull as W dnrct mainuin pool diacoiirc all nNaurroaiw.. Earcp u otxa+ve nwuirt fa tic ofetY apramiondperwtu ar Nc Wen orptrqutru Ixe oke tfradprmttxvcw. W uc9t ueNUWne be binca Canmaouur yWura u Me ane ,lull be pm'ermal durini rerylvvoM1uta aunt uxl CONTRACMR wy rat Permit omdnw work or rhe Ieafa- McMea ,r Wbnk an Sswday. SUMaY ce any kvw pyieby writhan O"U't wrivat wow Oven alta prior writ= ted= to ENGINEER 6.4. Unless oNv iae woocKoei in the Genal Rwuine. menu. CONTRAC10R" lumbh all tuawre M tupta, sunbabirMfuep muaia4. WeWteot-bboe u+naWrurio[I. am w pow. e9detall Madbooyy roara EtM hat.epom- satdoy ftabG of nry fa iM all W odea fatida all;rad' moan eroue- fariteftlst We& peAomprcn Irad�, wrap all mmplo- tion dthe Work. 6.f. AC armcv1S all NdWvw ahaB M of {mod ytoliry allnew. caapiu zeal ou ptovidMe Nelly CWW pow -trona.All warram =parro=t ftbc llYofO for by theepiasbBNEM nenbtheIrc R d0WNER U rcPmM by F]JGINEER CVNTRACTOR sl, fxv. Me ob,lmY evdcrme IiMudw{repo= dsegrmed tauln w an kM all a, Mall dvvsavls area e9mpmw� 'e. boaleta allapuprcntthWbeseneeli itamlkd. will rsttici allMedI*aallwMui. in odoo la colbtom d tyro wp4=bk5uppkr. eusR u odcwise pwvidM m Ne Conoaa Datmients ' Prosrm f•L..r..t.. 6.6. CON1R/LiORthdladhaetotxeprwre '-ba We nublisxM in acwtdvwe with Ponal =9 u it ®Y be aeluvW from tlmc m tote u prori e L below. 6.6.1. CONTRACTOR shW n�mh ro ENOINEEB fa ac gancc era Nc in Me;Mia W in rynBrWM1 - pm- wwd aMe t:an in axe a to, stledule rap ll na Mon. ll Comma Tena for Mdm,rcta. Such 1. th t menuwillwd,tms=adiY to Nc witb an pruM Nen MGemallbdideiullY will wrap-tbeoany Ptwui,m of du Gwaal RW Wm+rtuu appl'iablc thcmo. 661 hweaed adlutunwte in rix proWa -nodule Mor win dunce Nclbntraear nTer Maea0000al[lullbe iu0miom in aaoNa,eewith Me, reauitarmu of,ara x I_I. Sue, bjumnenu may oWy be node by a Otanbe Ober or Written AtneMmem in acwtdanec w `b A'ode I. 6.]. SWrmoueraM "OrFqual"lumr: 6.1.1. Wxen-e, an item of materiel or wubrPen' [ Spoofed or dcwM k ibMe Cmtrsst fY, - by txc tare d a p,vtimry item or Mo tome of a pantie"" Supplier. [xe sprCfiOwn or dewioU. la 1 un��Ne cSrad'ux Ne tYPa (u^Mnn all pnl by rvy W rd. spai6dion pr dmipdw wnuim er a f,lbwed by wools Nwr ar "ars9ual••'tan av ne .bMw W[ w like rod or p4dp- Mtituden iS [amkwd. eller ;tau e, 5maY be or material ,r e,tvpnmt d pdc .w by IJaGINEI].m". ff4 n*'^Wm 00700-34 6.]nHe "OnEsuied01 in ENOINEE0.l sok cisme. tion an hem of m,trsW or equipment ptepmd an COW TRACTOR it f0 thsu no herr to slut rete%and p%0. ccmly ,ilei W so the rte id em,el b teal War4 will be mWu qts. it may be eomidemd ie ENGINEER az m " poseei ithemin hionin GI EER'Wappm.Wolthe mepord ism wry, in ENGINEERit ole , or aoa be "tither uhd withal mmWiance with one or N Of dq tteuimmmts foraspvex of proposed substhutc hors. 6.7.1a 5011hmr ramr, If in ENGINEER', wk duadon m itnn of muaiel or ttlurymcr proposed by CONTRACTOR does not qualify as m "or.emol- item seder subrvapaph 6.7.1.1. In wtl he onsi so s a On, Posed substhme ham. MNTPA RalWI wbmnp cent irdormetin as emo i d Mow to Blow ENGINEER to determine the Ne item of mums! «emdpmon proposed is essentially eeuivelent to the tined W m mestemso sub tiwu therefor. TM premlom for ami w by Ne ENGINEER will inches the followin, u sopor. - rented in the Gencd Requirements W u ENO WEER may dads is appropriate under she ci,o momma Re. qua. for renis. Of pmposd snb tom items Of monis, Of sgWMsm will not be a¢cmd by ENGINEER Item more other then CONTRACTOR If CONT"=R wishes to famish or um a substitute item of mamas, or equipmors.cONTRALNR shall fits, mole written Wp .don to ENGINEER for s eptmo therm!. mefyi, the she; mtosd wbvism. will'carte demerdy de fundotu W sehieve tho.1. olid f«bythe,"ntl d=ip. be shnilar in wbrorse to the spmtfid W be soiled m the same use as thus stxefied. The epplim,;m will sine the --4 Lf my, m which the ew til W acceeono ofthe proposed substitute will ptcidimCON- TRKTOR's achimrtmat or Soeoom sI Complsdeo on dere, whMerortetlitoo mee ofthewbdwtefmum in the Work will meu'ue • ehmae in my of she Contract Doormen. for in the prhwisim. of .y other direr antro with OWNER for work on the PRcje.l to adapt she desipt o the proposed rob moo, W whether «set, inmrporation or sere of she sohem to in sonneetion with the Work IS tubi. m payment or my Name (m or mysltY. All vmisdmu of the PrWosad wbsNme ham then spc d will be identified in the appli.tion W arukble mummmee, remi, W syyseeen ovice will be id: aced. Th< mpliesdon will also Contain m itcsho,, est: reit of all em. err ado. Wt will raft dirmly ne in.'Aff from a Wp m of such w nil tom, mefoom Cos. ,faced, W claims ofother ill m..,s Nerd by the EERine,mu all ofwhichwill be hmot,,ed by ENGINEER in equip, CF the p Mk wbdnu. pJ1. GINEER matt t hhs C osce, DR ter hmuh ado siorW data near Nc pmpesd subnatutc . MAJ. COM'MMR'r Eso, s,- AIL elms to he lemvidd by CONTRACTOR in supeon of my pmmsd "Osgwl" orwbedoeitem will boa CONTRA R% taper.c. 672 SuDrmurr CevmwNe. MrvhdrarProrrdvarafa ,peri6r meet, mnMd. taANque. scfaunrre err prOxturt of ..'.ion is shown «indiatedmend e.pmsaly mquirod by the Comrse, Documents. CONTRACmR mar (tvnish or utilire a mMdmm mase. mcthd. tmrnieue, agomme Or proaachrm of mmwmkn soesmside to ENGINEER. CON, TR =R "I submit wfncienl rO..ionmallow ENO,. NEER. in ENGINEER'. sokduaodan. to dctamirm thethe wbsritule PmDosal u oeshelenl m the eameelY Wd f«by the Comate O—Le. She prOrdure for redaw by ENGI• NEER will be,imibr 10 the presided in mbparspsph 6.7.1± 6.]J. Enrkeei. Ewfoarion.' ENGINEER will he showed • mawnabic dens within whion to -moue each pmPoal or .bmimid made purel l to panpspN 6.7.11 W 6.71 ENGINEER will be the Wcjudpe of aompossihy. No ••«- csua1' or salmi NC WTI be orhe . immsM of u0bos withmn ENGINEER', odor written amsporm whion will be evidmced by either • Cruttm Oder or an appteyd Shop D'sw6gc OWNER m;w MW. CONTRACTOR m humph u MNTP.A=R', apmse a apcIa1 porformm O pwmlo, of otMr entero with hemel to my "O,c uel- or subadhmser ENGINEER will ree d time tequird by ENGINEER mO in the pmvidam dmyorhadvect con. with OWNER for work on the Pmjral ocviond thereby. Whether or not ENGINEER loopl a mbsdtute hart so proposed or submit. red by CONI R. CONTRACTOR shaft rdtobtme OWNER f« the ehorres of ENGINEER W ENGINEER'. Cn ulanuformlomlpcschsuchpmposdsubmtumhart Core=mr 5ohrmrcewu, 5uppf ford Ocher: 6.6.1. CONTRACTOR shill nest employ any Subcam tumor. Suppiin or aNa person or orpnimion ImeNdity those.Msble la OWNER and ENGINEER v idicred in {vrrpeph CM whether initially or as a wbdune, agsirw whom OWNER or ENGINEER my bawe avoir able obicexmn. CONTRACTOR shall not be required to employ my Sobmrmeaar. S.,Uor or other person or orpr®don to Porrdsh 0, Perform my of the Work.pini' whom CONTXtC=R he r.sooble objeedon. 6.62 ITN<Supplemenury Coditiom mquirt Ne dree of actin 5ubcmu. -bas. whoom t mOtha perror he r osgv so of (iru1Wot{ Novo who art to fumirh the pnmL pet derma Of marauu Or the to be Prior to he OWNER in dote of rhe Efcr fi elms Prior to the tm,IEye Dueof Ne AYer co foramskhos bYb iNER mrd ENGINEER W JC ills he 1ppl me submind a Ug s.thereofOWN eoxrmme with the Suoolrmenury Comtnef in tioru. OWNER'. m ENGINEER's o, mmec solver in oam i icat ifor mmakeoo Or O;ossmann 0. W dle dare i muOr for on � o or obi tion in ss -been, doa.S.pplor Cantona DJC rrcnul Of my.urk Submm trays Supplier«Me pasonaroronstAc anwNnKfd may be mvokd on the ensu of 111Pbte <bjccsio l after due lnnsripW tot in tnxm aseh OEo. lyra sled, sub m y the d sutmltuI.. the Convan price wR be djmrd by the Oidernwe in Inc mar am,'enA DY ,ash 00]00-25 fuhitwtkn al an apprepaste Chante Omer will be ifaued or Writes Awcndment alp ol. No aerapume by OWNER Or ENGINEER ofany forth Subcomnuor. Supplier oroWer p.un or orldismafian shelf ewutiwre • wai"af any right of OWNER or ENGINEER to reje s dOmhv Work. 6.9.1. CONTRACTOR "I be fully nmpmalbk to OWNER aM ENGINEER for all acts sl omissions of ma Subeonuaao s. Suppliers and other Pasant al omnis' tonsdned d,arfumithint N Rthe RjuMeaCON- or itbinn 6 raver with for CON CWR juts a 0th• TRALIOR u rapondple for CCol . Taus awn am and om"uaiou Nothing in such Conuau Ooamrmu sldl Date fouthe orncfn nisadfMv such Su bmoradul.Suppllpa Other Prison or R Or ENGINEER any e" se, retSumbap .or. OWNER or ENGINEER and aey suN Subea, caner.SYoblipona porion L, OrO OWNER aptnholl ENGh trns< any obliptbn an th< put or O WNEr err F2101 - NEER m pay or to ore to d+e paymeru of anv mondys due any extent U raaor.Euvplia or Oth sunt by proper• prion inmyt p nuY otMrwiu be mquvet by I.avn and Replwiaa 6.92. CONTP s=R Hull be mlely remnsrble for scheduling and coordinator, the Work of Subcunuaoorr_ Sup plk. and other p=erons and Or prEratiens'.Tomlin, or fomimuh,my ofthe Work under a duct oriliem cmua. with COMRACTO R. CONTRACTOR shill chrism aR Sub metndwrs Suppliers and forth other pend. pd orgard. tons ParfumtaF dr furouning my Orth. Work k mmmusti. cm, with the ENGINEER through COMRS.TOR. 6.1 a The eves or aM se.ionf of the. eui.dpns N. Me i R ind i of any Gnwina shml rut mord CONT TIUCers in dividing the Were: amort Subconsol by or Suppliers or ddinarinF Ine work to be prnonllea by any speed. trade. 6.11. All Work perfbrml for CONTWLZOR by a Sub mnuuwr or Supplier will be pwausm to an approm'are apnmrnt berwcn CON5T4LT0R aM the suomnrnaoror SuppUuwhiaspaN'rnollybinUOc Subcona worSuppRer to Ne'Plicabk tor."mlitio. of Ne Co.. Doer, mmdfarthebmedt arOwNERaI ENGINEER. Whemnr am such aframanr if witha subcenrraereror s.,iiho who if listed ere an wditional insured an the ymmny insurance peoAdef in Monotones 3.6 or 5.7. the apmnmt b.wan the CONTRACTOR and the Subeury Ivor or Smulier will eon W. p,,nakm whneby the Sutedmo mi or suwlicrwaives all rights api.t OWNER. CONTRACRIR. ENGINEER. ENGINEER's Co.Wunts and all otheraddiwnm i.unds for all I.M. al tamale caul by. arils, ort .,'or ml from any of the pents wren by such vell<ia and any odor progeny Insurance applicable to the Work. If the i.unn on any wth polis. rerube se.aw wd, r knout. he dyad by any Sut conln,Oror SupNien CONBK'lOR will obtain the Poudfrn WRara( in: CIL COtRRACID0. shall Day all Ik<na Ins al royal• net"aalu. Mono, incident ro w<use m rM RnemWl<n ofthe Workar on incorporation in Ne Work army Marts. Pwrea+. Otsullsel or davit. whkth is the pons rights err copyrights held by .hers. If a n<cntim. dents• Proms. Pnadu, or cavil u apo Con. Do,umnu for tau w the pirfdrnanm a aM oto the a„...I kmwlWF of OWNER a ENO uda a subject to Pon' a dopyril eat[ such MM. rfaR be difcime3 by OWNER In Ne Comma Goma ds. To da fUUM stem pero l by law, and RceWauchos. CONTRACTOR moor indemnify and haul harm. tat OWNER. ENGINEER. ENGINEER'. Cowbama and ddoGam.dbsava.amplmca.at.uamd atherm.ulrants of pdrn W my Oethemin, but f P, reul.trims, tout. Ions. and da®FG{ akar{ ml1 of u ttWlaag th.e my do, Ptma.peO of h e� t Or Ming Dridmtbtheuuln ma pn Me Wore of theWortar de4a. fromdu im.paa. tionmthe Wak Of I. Ioy®oa.dmpr.ecous. prodder err ..tins rw sperdfil m Rd Coosa Do,vnmu. (leads, 6.15. Unless otherwise qo idl in the Supplernen,ry, Colitaa ONTRACMR atult obtain am, only for all cam, suuedon Fermhi and Baleen OWNER "I semi, ON. TRACTOR when ne®ry. In ob,inut start Pemtiu aM Enrnus CONIRALIOR"Pay aR Pwnmemal thasta and inspection fen Pedestal for Ne pnedd sof Ne WaK whkh are applionble at the time of opcdllt of B ids. or. R Nem art he Eids. on Ne Weedw Genu a Me A bom .. CON. T pV R shall pay W chasten or 9QW ower. for ental don, to the Work. son OWNER mural Pay w Cl aRe of men utility Owned; for spial told remed therew audit - Punt irrvestmnt fees. fa.+PM RnuI®OIIr 6.14.1. CONTRACTORshml prcall notoaand tnmply with aR Lawns ” Replatk. topE.bl. w funumtin, and perfomunmofthe Work6aeprwher.otherwv.caPn,lY ENGINEER be r t[ cwmiibla for mm in n, CON' TRACfOR's.empliall wits any laws or R.wladeins. 6.1! _ If CON1RILlOR perforins anY Work mowfn, Or hann, rcun w know duo it u .nmrary to ,wa or Ras.1mons. CONTRACTOR mull bear all elmms..ests. knot al earea,u Domed by. Must ons or or resulting therefrom: however. it mail mu W CON RACTOR'a Pd. nary ra,m liliuy to ornate amain mu Ne Spcjfietin. al Orawnp ore In ammNvas with Uw+hl Rcpuddns. but this Stull ort mlive COMWCTOR Of CONTRA' TORI Obligations undo paragraph 53 Tun. 6.15. CONTR ,mIu, pay as les an""" am eMe, dmJn ...."ones Io be pad"%141 Parra( a ad.. won Me Uwe W 0..{u 070-26 W project whim aro Wlimte doling the pofcm cof tlw Work. V. fPmdsa 6.16. CONTR/L-IOR mill coo6rc camromon quip. mmt. don Man ra of mueWls and muipm o, anal Ne cpm. tion.{ a work{+to Ne d. and land W ams Wmddcd in W pamilned by dte Conti eDont... ril dotherkual W ams pmMe by . atawaaldt,Unreasona ly Moofway,pahaW obb. and{hill r Unreasonably eatmmbarCmasdscs mizrp- lm aNDman Or ll mIombr1s of rMy mL W oanLIDR sasurre to thb l- ily for My dv I µe nd any Nan Wal M erne. a 10 dw omobip ORypnl Won or of any Work.t bodf or areas. , ba ml from W pafamana of no Work. Should any claim be i ona by airy such owner a omlynt baawe of she pafwnum N NC Work. CONfRAC10Ruhall plvmlaly anile W hum orha dont by n4aduion orommwiu YtOolcthe Wim by. m N. don or CTO R S d L to t te*Imien pa ding U at law CON- iRACIOR shall. n ds ankh ldnear PamiO by Laws W HEER.iom. INM4y and hold harmless OWNER. EN -1 NEER. ..*,EER'+ Comulunl W an.vnc dilccily or ,mo.l rara and dbi-any of Nem Rom Wapilnuad form my ensu. lase W damages arising out ofht byan ity from any claimoravian,mttotOWNER. EN INEE waysuchownan habananl apimtOWNER ENGINEERa or WOO party COWRA1d hemund, or the eeml . Wor by or bad upon CVNiRACIOR's peAmmna of the Wolk. 6.17. Gurin{ the propea of the Wolk. CONTRACTOR dull kap Ne PRndse frtc from ammowiam of want{ muuiala. abbuh W oNadcMis rwlunFhom Ne Woh At the completion of the Work COMRAMR dull rwwe all wine Irma . rob and cicbris from and about the M. miss as well u NI tools, applianm. mnhrution aaipmmt and mamioay W surplus m urbals. CONTRACTOR shall leve One sine dean W rmy for omlPanby by OWNER at Subrlandal Compksim of W Wolk. CONTRACTOR shall on"ar to mi{iml boodidon all Property not dmplaud for altahlan by Nc Cama{ Doamcm. 6.18. CONTRACTOR shallna lad nor permit anypmaf anu.na. oto haI CONT YmR bit. any or Ne awmR. nor snap CVNT1to .. or p any yrs of the Woh err adjacent ProPnY to itmse or ptmura dor wll mdanFm it. Rrnd Gawwaue 6.19. CON[RACI00. +ball mdnuin in a W< pare a Nc aro one Rind copy *fall Oraw p. Spe dom Addada. Walden Amrndmrnu, f re Ode.. Werk Qn Oita a. Feld Odea and wiinen lnneryr rom W Weiloa- dom itaued ylwant to pM,,mOh 9.41 in Food oda W tn.Rd to flaw a Than Os made during ammma;pn. ]bcsc rand doamcnu loFcdlu with all aqx* I S.I.I. W • 000nrcryn of all apn o. Sion, Diaw'utFa L be vMMtc to ENGINEER for Wc.nwe. Upon comolaion of Ne WON[. tOm Raid doaunma. Sun,,, and Snoop, inp will be daliwmd to ENGINEER for OWNER W, MJPwetacn. ISM. CONFRACIOR shall be for onubte for balloting, munuininF and tap—W" all W.Y inmuticm ands pro- ,mmi. coM=ia whh Ne %& CONTRACMR shall take all ncassany pRaudom fm RR Way of. and+lull no, Ne o n -can• Prolmim m Drew danmpc. bin, or bss to: 6:0.1. all paeans on the Work don or who may be ecmd by Nc wo 4: 6.00_ d11hc Work W maRruls and c9uipment to be ittmrpor ld therein whaher in atonic on or of Ne tire; and 630.1, otba propony at the alc or afjam l hanO.. indudinF om. aluobs. lawn, walks. yw mars. roadways. suumme. udUd,,& W Utdapound Fulda not dedp rutty fortrnmal. rdoodon or rCplirencnl in the course of co.caso t. CONTRACIOR Null rampiY with all applimblc Us and R,,mdomofany PUNkbody baric jurisdiction forsahlyof pram err Mpary or In prom Nem I.. datmFO. K.1 .1 lass: and mill ata W epmain all oezmrY Wegwds for such af.y W protmiotk CONTRACTOR atoll mlfy owo- as of Miactnt pin Ony and of Undepcmd F Ttia W tuility owners wbm proscvdon of the Walk may aGmthm, and dull const with Nm in Nc pnn am, .,d. .location W rcpiacrnrnt or thcb papery. All damage. injuryorloss to carry1xoOr brcfatcd to N 1r.II.6303 y COOT F U= . mIY ul contrMa m wholr a in yrs. by COMBALfGR any Submnoaaac mySupplir,M at any many peamtor pore i1 or damn aIof ftWunploydbV any of Ihw coo pMoml a fudNr any of do Work or anyoa for whose ens any d thmt rd- be noble. a6a11 be lobar 10 by W, ofDCTOR leuep dame. or lass a. or o m she W, of G.wm ENGINEER Neactsoromlaiam of OWNER or ENGINEER a ENGINEERS Comdunl err anyone emo lMmyNan oranymefarwhoreahaani- of Nan marybe liable. W not or. (able. dilmdy ori of r N in whole or in S.b to me fans Or nglroha, of CONIWCTOR err any dYor1r nod YMOIa err oNerperf W- .. or MHTR ndb, dorindrai{corn*;dfo MY Of and, for fponomn.-lOR's duriat I apo SnlideforWary im- WfarproaabnofNCWonENGIN ER unulhum limen all the Wcnk and co WENGINEERhuismdanPaa ,r OWNER l CONTRACTOR In faedsrwc with Para. papa 11.11 WI Ne Work n aeeaublc Substantial u aN Mlt' cxpaudy proidd in anmai*n wilb Subrmml Camplc� 'wrl. su/ : xrv.arx�w_ 631. CUNTRN-IG0. ahalldraifmR+euah6rd Wuee2� nerved Way Rpvrnuti.e at Nc ser e.oR 00]00-2] ne, MI bow sW1 be Ne DRvcnlien of midenu ark rhe muntaininR W supervis.t of a aty propnma, ad Pro' Druns. Nmed Cempwla PRtrunu: 6_. CONTRAC10R"IbempouUefaemdinu3n1 mY eadun, of herdic Mery daa aMlss or eNa paid mnunudalim i domwion required hope m W e aveilsble e., udu vcd belweerl or .hops empbyen a Ne she in a®r e.. will, luxe or ReFuhtiow. Zma 62]. I n emc.alda eRrmn{ Ne svnY qr pueaim of Veruo. a the ACI ¢ wgpwry u to sire or down Norio.0 ficenO NE widraasped)IL 6oblalpoam t In pen hem OWNER or ENGINEER. b odiL O t' TRw OR lh dp¢raled dppw(NEER- lfiroagx i . r CONE TRACTOR se8 PK ENGINEER prompt echo¢ rrou¢ if CONTRACTORb Lien itetanyol Dham el.hx In If Work or thereby. If fwm Ne Comma Doaul¢ahaveham ¢usd Co..T nech. 6 ER ddcmim thin. ofBunte in Ne tras DR-ummu b rtquicd bv+,,,- of da .den wo le CONTRACDORw ramme wsuedancmvR¢Y. . e Woh CenR Dirttile¢ Cl un, look will hob,ud to daamepllM ¢ruryue ssoW ietsoion 6.21. SMp D.w W end Snhp a 614.1. CONTRACIDR shall submit Shop D owing to ENGINEER fornvbw W approval warmNsncewilhNe .cawed echNule of Shop Dnwmpped Sample wbmiculs cue parapaph i91. All wbmicals x11 be kmdfihl m ENGINEER may mpdce ad I. one numLa of mea "cdfN in Ne Gdsv RegWrmamts. Tho dila Wen m Ne Shop Dnwim WI be mmeh. w relDoa In quand. Iles dimcvgm. sPoefiCd Panama., ad dmp ahuis muavle W siw'larda rp spiv ENOINEER If ansa, W udeeuiml I CON TRACTOR the ark to sled ENGINEER w revrevv dR i6a. for Ne limiad IURma rcquirtA by Darapapn 63. 6.2C CONTRAOGR ehvl apo wbmh Sunda w ENGINEER for review aM u,nevv in .dance wbn said sarpled uheduk ofShoo Dmwinp ad E Ie sub• minala. Each Sample will be idenufd dWy.:. medal. Snooker, wninmt dao such In eaulN pompe. ab the uw for which imondd W ovh r u ENGINEER nuc re,uire to .mble ENGINEER ao Ryiew Ne sohnni l for we linlhd wN Rwi.d by W.p 6_6 The num- b[. of p S hplp to be rvomiod will a p spedfied in Ne Spednawns. 61.. Sub—o pro," : 615.1. Dd.- fubmiluna e.-. Shop Dnwi., or Sum ole. CONTRACTOR fee 1u a 4e,eweimf W ye Hhh 623.1.1. oll field mawl¢unn, 9uandtiu, dnonimem lam. andfied p[... . dp. cawq nlaumcbr.is, Ud ianismrailWladioNnoremq dh with rei¢lIhCRIe. 63.1- ell nulidau wish rape. to Imehoed one. fabriabn. shimin hndlin4 rtoh . auanbly end invaduion peruinin{w dle palman¢ofNe Woctiad 623.1_ elHnfo.ior RLdveWCONTRACTOR', We re pen,0lniida III -poet of meNa, rhhh t, Inch. dw< amucnm ad D cen:1. of¢uvucyon end qday pmodelu arld plppams incident tlleRro. C, shop. ORshvl sphple rtth ewgd ukceaNicuW pol Shop Orawint hc Samek wiN o01¢ shop Dnwinp Sunpbau,n wiN the requserclalu afNe wont WUa Canuan Dwwnmu. 6'32 Eoch aUbldtty wT bar a .slap or aDcdS: when innfi en Nu CONTRACTOR h. adsf d CON. 7RACIOR's obliptiw uMerwe Coni Doawenu wirh rape. to CONTRACMFVS vee alk appal of Ws fubmloal. 61 . AttheumegfcduubrnbnW :CONiRAL10R sell pec ENGINEER specific edam rani.• of p v - nv 8 an, thu Ne Shop D.M., or Spnple abodured pay have fto. Ne rtqui.menaofNC Convaci Dowm¢u, such nod¢to be in a wring c .jecuioo[epee tram Nebwrohmboolna a inSadodp'awnnMnud Ruaspplccd,uf nciovdmw ENGINEER ocvicw sed apwoysl of each sura raflun. 6.76. ENGINEERW81Rvjn IoNl pmvc ShopD winp and Ssmpla in aaoN = with the,pteow. of Shop il, inp ad Suppe submievs eaopted by ENGINEER u rp- S. ENGINE wiwill bevnlY ttodaam?¢ ifflhe inane mad by the svbrhip e tl.aha inpvluiopor inmmonuonin Inc Woh.mdormto Ne idomudon even in In, Cons., Domw¢a and W mmaubla wiN Ne deiMml1ed b ofNe mmplevd Rolmu a whale u indicted by Ne Ce'v he fYowmau. ENGINEER',reviewad mwovelIII not-Ipwmmu. Nue, 1aLnioues,wwa4ta orpr eh l-oe,thiv. acne or rC s .rc iwW Iran. merAd. 6cCll,i R• pre sly ca pRcedu. of eomltuc I ie chug or ad ea- prtsely Bled for by the Conlna Dcaunrnul er le dny preounoa or oRFrapw ipdaat Iwelo. rrK R.;ew ani sppmve01afcoeateilemufuN win miMCONTP-m p Ne .vemep in whin rhe ham by ENGI. CONTRACTOR "msec concclions rtquiad by ENGINEEIL W Pull m N[rtnumMrotem[ndmpipofShopDaw- np subbm.itp a required new Svnplu far review and aonm,wwl. CONTRACTOR ,nail dirt. s "' anendor In ENGINEER E Ievbions otna nun'W ¢maims did far by ENGINEER an DRvieus meminalf. 612. ENGINEER', review ad aooAvd r" .— r. re - re COi+tRAL10 � fitinlY fir., vanuwn fromth[ r¢uimn[nu ^[me Cenuee 00700-28 Goeumenu olds"- CONTRAMIR has in writing Called EN. GINEER's -nmdon m Oath such varblan at she lime of adbmiplon as "Weed by pwear sn 61U and ENGINEER hu'iron Wsinen -Offered of each at'A variation by spedfic ,fnnen naudon thereof inconstant in or aeemmpanyinf the Shot Deawitlf or Sample a,mlew: nor Will any N ofeval by ENGINEER re0eae CONTRACMR from rvpomIDOity for complymf with Oct tem6rtmenu of panfraph 6.15.1. 6.tyl Whetea$hap Dnwinfo,Sampleb DnvIdbY the Canuacn Omissions or the, by EN rShdp Drtwinp and remarcch 19 -any Mattedby ENGINEERrirequired I- NEER's r 19. any rtWet Worn pposhaled prior to EN(h- at0..rtdew-ndamuorJofthepafM TPA will be al Ne wile -peat end rt,ponpblilY of CONTRAC(OR Caw ,sem, Ne Wort+ 6_CONTRACIORswl an yon Ne WOrkuWadhem I- rhe- Oapd--No Mee dmirtpes c1 dared. or vpodadmens with OWNER. f y di -hate be delayed ee po u. cze pmt, Ina coed bye of say 415.5 Or or disc ER add C eacapt as p R—Y bypan a in Ofas OWNER-fedCON3RAC- TOR cosy Otherwise spar in wridnf. 6�0. COAORACTOR'r Genavl Nmanr aMGumaur< 6.X1.1. CONIRACMR wamnu and asarmns to OWNER ENGINEER aM ENGINEER', Consulonu than all Wark ll be inaaoNan¢ With the Contra-Dca,menu and fell nod he def Ae. CONTRACIOR's w r,, and ty,mmee hefmndc exclude de,feas or damage auscd It, 6.30.1.1. err opmadon by .,hce than COtpNfe3pIAimtRauttre $u0. aim ton erSwgiers: or 6)0.1_, namul wmr and tear undernomul tuagv 6)02 CONTRACTOR'sob4fariontopMarmaMmm- plcte the Wilk in accendartoe with the Centra- Dw+wunts ,lull ba absolute. None of dee eolh wior Will coorsh., an acceptance of work tut Is not in aaaMarre Wide 1M Contact Dommcnu ora eclase Of CONERACf0R's .1bli- paso. I- pre's. the, We* I. mooromeas With the Comae, Odcvmenu: 6.3021. obuera,,cr1 by ENGINEER: 630.13. raommendation of any fopess or 6w payment by ENGINEER: 6-30] . the is. of a Cendflate of SuhOm" Campletidn or any paym<m by OWNER to CONERAC. TOR -wer she Col. Oocumeas: CM2+. use oaarpaney of the Wah or any pan menofby OWNER; 6.70.13. a nyamepuneeb,ownp.oranyfailortto do aO: 6.30.16. mymriewandappeaW ofa Shap Dnwinf or SamOleaubmittal of dm iasuana ofa "debtor abilhy by ENGINEER pursuant eclearsgnOh 14.I3: 6.302:. "Y" bYathers: or 6.30.16. a nyearrmionofd1teahv WorYbyOwNM Indemnweddn: bs. TNTP-ac ep e"I fnmincd by Lawn and a ed . dons. CONR swl INEERh' and hoW harmless OWNER. -ENGINEER. ENGINEER'[ CoaWms and Or, by. arising —of or resubits from the aafomvnce of she wbfk. tfe ided IhpmY mtlt elven,ap.lop crdamafnl fid i- mriwable b bodily imury. sior. . disease or dah.•or so iNuryto or destmrion of anpble Ofepenv lodes, then he work Lair,. indwinf the loss or,,a, reoddnf readfeu. and hil is eased in whole or in pan by any nglifent as or omiuian Of COMRACfORanyly I Wncmr.'vemYSwOO anY pawn or drpnmtion directly inddy enmloyed by by upon sorb rndermifial Ivry, by V Ws and Repulatiotu refers• Is. of the negligence of any such peesm or md, 637. In any me all tlaims aryiut OWNER or ENGI. NEER or my of their respmdvccowluns. afmu. ofimrs. dimwn or emgoym by any empbyee for the surriavr or Personal rtprtttntadse of woh omproyml orCONTRAC79R any Subcontractor. any Supplier. any porde or orfaooaScn dircWy or indirtNy employed by any of than be perform or fum:sh mrof Ne Watormyatt rcrWhasc weeny of Nan may be liable. the iMannifidon obOgvdon under pvapaph 6.71 shalt not be limited in env Way by my limiulfon on she stownt orlypc of dLapq C0n1yCn911g1 orbonot payable by or for CONTRACTOR or any,uat Subcontnaar. Sw,';cr r other person or oepniadon under Wvtkue' compensation acts. disability benefit aeu or nonce enproyee benefd am. 6.33. De indemidhadon oblifuions of CONTRACTOR ends, puanech 6]I shall not eaum to the liability of ENGI- NEER and ENGINEER'- Coaultnu. officers. dirreades. emplorea of afcmu euscd by the pmfepiow nepifcrre. mors ortcassha or my of than. 6.Y. All rtpraenuuap. indemtti6atun,. vanmOcamd I---- made in. 1e9uired by err Oren he a<nNartce wt's 00300-19 the C-nuaa Ihmmmu. a wrR u sit mndRWflg obliptions indioud in Ne Conttaa Oocomcnu. will suMw f rsti sov. mon, comdccon ad sa<ptanc. of the Wah ad tmnirution or comptedon of the Apermem. ARTICLE 7—OTHER WORK Retail Wok as sh,. 7.1. OWNER may prrform other wok rclad to tho f,rejca at the site by OWNERS own fames. or let -thee dirca.n. thstEm whi.h dull..W. Octteral COncii. sha. sinu3r to than, or have other woh mrformd by som, .woos. If the fast that such aha work h to be pcfformd wss two, mash in the Co.. Docummu. Nm: (it written --shoe thaea( RI be given to CONTRACTOR prior to rusting any such othcr woh. and tial CONTRAC- TOR my tmko a claim mast as providd in Ardtln I I and 12 J CONTRACTOR b.lieres Nat such mtionnanm will inv-Ivc Wdidonsl .bonen to CONTRACTOR or m. tui. eddldanal dent and the panda N unable to sync. o to the amount or erten, thertcf. 7± CONTRACTOR shall afiod ooh other cfntraoor who is a Icer to mch a dila osnuact and .ch utility ownsr turd OWNER J OWNER is Warning the addi. tiotW wait with OWNER's sonnoysot proper and We surf m Ne site and a mumble oDmnuniry (or Ne introduction and nongeof mo dials ad orsipmmt sM Ne eeomdanofweh otherwohand shall properly cones and coatdinae the Work with Nein. Unless ph<rviae proAdd I. Nc Cancun Oommtmu. CONTRACTOR ,lull do all outdng. fitdngand muhingof Ne Wohihu may be rmuircd ro make I. uvoral pCN mmc togetha mold, and inte- pate with such other wort CONTRACTOR awl nal m- olsom any work of fthaY by sloths . oa.vuing or mbcr- wiu slteriaL their woh and will only mt or aho th.ir work with the wrhtcn ma,eet of ENGINEER saW the others wh-u work will be Weaed. The dudu tons mmnsibilidos ofCONTRACTOR uMerlhis psrsFaph ars for Ne benefit of such utility owners stM oma mntnaorC m Ne taunt that thea art compuable prifiom for the benefit of CON- TRACTOR in aid dhols contras baween OWNER and such utility owners and othsraontrsaon. 7J. If Ne proper ..W. m res d- of any Pan of CONTRACTOR'S Wok dmsnds umn woh po ford by odors udathh ANale 7. CONTRACTOR shall itupea suoll athttwork ad promgly repan to ENGINEER in "ming anY delays.s,k or orschaania smh aNttwmk wt rmdttis of CONTRmTOR's le forth. PTRACTO, fandr o to a[CONIMCmRS Weh. CONIRr t,ch. worm to cowl will camdtme an aosotaON R ram R's wort u fit as..", aintcpLifnwhh CONTAAlil00.l Woheacem forwork. Went-rn-nWLvmt aelma vM dlniava insuJr mna won. 7.4. I(OWNER mnuau with fthas fmthe Der(omuncp forshwohon the Pm jmatthesiu.Nefdbwingwl4 be uI foM in in Supdanmury CANIIMn1' 7.1.1. the Peasm• fun: or mlpnryforl who will have —I,tband low, P,i,o, oartbydi.U]n-falasaiviu. amonL Ne ruimu prime mnm+mn w01 be idamfd: 7.r_ Nec tobywchwthor- ty w tapmlobilkY —11 boitemsionI: ad 7.I3. the eetmt of such anthdty and roo o bindn wiu be po, isrd. Elliot, othervdsc PmvidW in Ne Supplemenury Candi. shoos. OWNER dull have uk suthdty and tapmabtlitY it tegtu of smN mordirutim ARTICLE B—OWNER'S REBPONSIBII.ITIES U. Escmtas otlterwiu proridd in thaeGmval Codi. MROWNERshall .0 mmmudadf. to CONIRAG• '!OR NrouN ENGINEEEIE R. g? In tau of tttmimtion of ds li o mt of ENOL NEER OWNER ,lull apmim m .Then apron wlwm CONTRACTOR mak.orsolnls Iobj Rill whoseowls udtt rhe Contrm Docvmmu ,lull be shut d the forma ENGINEER S3. OWNER shall famish Ne dau nyui d of OWNEF bila the CmDYt CTCR pu.pay w utd shall mak. pts, menu m CONTRACTOR pm 14.1 when they w duo r provkd in mmpaphs 14.1 ad Illi. 8.1. OWNER's dud. in t.ma of priding hds soy umo otu ad providint enpnwainl mrvsys to aubfuh N oaatrspdnuar. u,foMin is rs7aspl o r.l" 4.1. I'rnasysin 4.2 mfm m OWNER'. Woo fyba ad s "i", avaRable t. CONTRACTOR.Pia of romru of ecdorsdons ad tats < subsoohco rnodidatn m the the ad dnwittp of physic mdida. in euedngswmrs ER int pd vans t t Ne Cite s" have been utJiud by ENGINEER b prtpting the Contras Dacvmmm U. OWNER's mmtuibpida in t.pca of Pwahuin Ltd mdnoming liability ad propmy imurvrearo Tett-M i paapaph, 5J through 5.10. 8.6. OWNER is obligaod to .mac CNntt Orders s idi.0 t in puap+ph 10.1. 9.7. OWNER', ramnsb0ity in moo. of main i^CPr tions. no. so, aPp1D.'ah is set IOM In PWaRaP SA. In camualon with OWNER', right m.m' Wah. m'ed wodt..ee t»np+sL D.h ud u.,. f of C u dm with OWNE0.'s nips,m tvmmt�. .a+ko of roc TRACTOR ma. cocain tlmmtwnu.. 00700—]0 8.9. The OWNER shill not somMoc. dins or hive mood pr sudad,v oro, nor be mpotdble fon CONIAAC. MR's menu. muMda. l Dani oes. self .nw Or pronoun. doonareion or metals, uvaru W Pmtoaa indoor, Warta. or for any hatum of CONTRACTOR to smply Mien L.M W Rmauluiom applicable to Ne famishing Or pedor- mrae of she Work OWNER w.R rat be reyannble for MNCRA=R'a failae to penorm or (Ornish the Work in armrmnre with the Contract DOc menu. S.10. OWNER'S tesponabilily in respect of uMisdosed Asbenns. PCBs. fb.mlaun. Havndpus Wau. or RWimmivc Malabo, ons vN a aveled at the site u te% (Onto in Pamtoaph 6J. 8.11. If wd to the eaten(O WNER las atoad to famish CVNTRACIOR muotobk evidence Uawm fiaitl anoe. rtmou have bmi made to vldsfy OWNER's oNiPtiem udcr on Comrm Daamat. OWNER', Iwporwbnity m napan d,rtaf will be u eu fort in the Suppls,a,ory, Conditions. AR=E 9—ENGINEER'S STATUS DURING MNMUCT10N OWNFJ,,XR ensziw: 9.1. ENGINEERwillbc OWNER'smpreasodveduring Neeomwetionperiod.Thedutieswdmv =lnidatinme KhMaJoa of aahahy of ENGINEER u OWNER's rem. ssnuive dune, smwaion are son forth in me Cara,, Domrmsu and awl an, be ez,mdel winds wrinrn.sort of OWNER and ENGINEER. Vtxiw u Sae 91 ENGINEER w11 nuke vldu to on, he a i,a , wpropriue to the various slam of ..toucan u ENGI- NEER dmm nenmy incads. pbserve of an ezperieoad arta Rualifad dons pmfadonal the propos ma by had —do ad me 9udhy of the arms.. stems d roNfRAC- I OR's ezeaw Werk Basal on infortmdon oboist during such skit ad dew-atiov, ENGINEER volt ".a or for the benefit afOWNER to determine. in Rwmd. Roe Wank u pmreeding in aandana with the Connam (Mamoru. EN - sus on-Pm,mooeo n, w check We atdill Of 9anoy of the Wink. ENGINEER( d o,oO v r be ueheaed mwW emvi6ng We&WNERIBaadngrtm to oddenceda dt ample 0. Work will ecohnflush AMan d -x the Corona D ENGIN On Nil halt ofaolh R Infwd omdm observai Or. ENGINEER 11 keepOWNERnJ OW E meinopdadofine Woo and willEEW. w Rad OWNERr,aiiut arenlb6Woo.EN- OIoshon. on OI rnCR-pbsavadaruam rv4ncttoall m< limivan pa on ENO13.., a wNority and ,vpowwity set donhin ore sa a 9.11. and ENGINEER-- wiJWNimiutiaor during or u a nosh of ENOINEER'a orw¢ vino or abrzmrkm ofCON17V.CT0R'a Work ENCINEE0. sill not zibla for CONTRACTOR'S MOM, mWpagvrrg or � aa„ 9usoea or pno edvnel of Wnvructien. a menfaY Prtaat tion and prgmmt inos seIhem.o, or for any Calae or CONTRACTOR to EOMMY Mo LAss and ReRvlationt Npl, cable to the f llhoiq a perfpmaae of me Werk. P Tea Rrpraauedw: 9J. IfOWNER and ENGINEER stool. ENGINEER will famish a Retident Prim Reprcmtutove to auia ENDI- NEER in Pmddng mom sndnowa oble,,i000f,, Wa The recicmibYtia sod audrdity sM limi atoll hMr, of my a leb Resident Room Rarasuuve and assis,wu w91 be u Pm dd in Paspaph 9.13 ad in the SOpplanemuy C hiau. If OWNER dedpumz—v rcPrvo,yiw or agent to rcpvalt OWNER a the da who is nor ENGI. NEER', Conmd ,•. mass or cmpbya, the teepmpb,"mes and wmsiq all limiodmt thaeenn d ad, a dxr person an . be as Psvdd in,hs Supgrmenury COMitiau. CWS ®era and lrvayrv®ov: 9.4. ENGINEER m11 issue wide r¢wnabl. pampmai such women ciarifioYon or intvpmtztiom of the regwe- menu of Ne Cowin D.,, on Ne form or Drawing or omerwia, as ENGINEER may dauntine rusty. which .loll be, oondanor, wM the inion acted Moorobly werable from Con. WPunms. Such written eb rifia»m ad intapmtdom wig be badmg on OWNER sod WNTRAC- TOR. If OWNER or OJMWClOR belicvv tha • w obri0akn or inrapmdon Nsdfis an adiusuna, m on Cte nuam Ptia a 0<Caaan T"mra wd me psros are ucable m atoda to the amain, m asst of. d any. OWNER or CONTRACTOR may nose • wthmm claim thaefar a pro- tided in Arek I Iter Arne 12 Ardhere.d Vmbdwn in ih t 9J. ENGINEER may wNav< mina varbtimt in me work ism me raldramru efdw Coronet Damamsa M6deh do not Mydyc se tdjaonst in the Coeo-as Prion a Nc ConmaT and are smpeoblc with the dais, smptof the wmpleud Rpjea u a forMering whole u irdiaol by ma Cana DoanisLL Tbcse may be acmmplidaN by e Field Order and ll he biding on OWNER and aW on CONT'RALIORw "tpa(amdte We iawLv p dy. If OWNER a CONTRAC70R hot. dvt a Field ONa jurfim an WiuWron, M Ibc Codi .Prim or meO -10 TTTC wd dF pwa em uNNe b ago¢ as to o. amanl or extort (hien(. OWNER or CONTRACTOR MY make a writes tleim mania u pro idea M Anidle I I or 11 R.jrmrY� 'w week 9.6. ENGINEER wl1 Wvc wdwdry m diepP>^ o• mjat Warn, whir ENGINEER b O,ea la be QeJrn"". or 00700-01 that ENGINEER bdieNd w11 nw produce acar ld Project thv no ri, itecCnndaw Doansm.wthuwywaivot ad the sod" d the.. in ranteddNe tompkfd Pmjats. , lunniad R Wwle a indiaye land by the Contract Wron- ENGIrtea ,oYeo WokanplryidregiooPeaalimp9. slm or team, of the Wolk r al Jed it puapaph 17.9. whMa ane lac Wak G fabriaN.Insmkd wmmN<tW. Shy OrvaiQa. Genn Gdaa aM flmnam 9.7. to cmnadon with ENGINEER', adboriry as to Slap Or npand Sample,aspatapapM621Nmufh6= iMuai c 9.9. In comim with ENGINEER', au horn, u to Chm,nO m.za Arddm10.II.mdI1 9.9. In on ion with ENGINEER'a authority an in Apdiotiov for Paymm, as A,dd, N. neem:. ,of NMPrim. 9.10. ENGMEER wllaaork p Neaa by CONefW •+•••r ENGINEER d Unit Iiia Wort Pdamed by GONIiIAC- 'IVR l]IGINFFR w11 mriew with CVN7RAL1OR the EN- GMEEA'z ptalbrvury demm'vvdw on vaeh edam rWccremi„widadmsian.mot-u by ramvwpaviwlofN Appfmdo^fw Pa ymmtmothvwvehE.pon O t'awidm d®on Nemo wT las bed W days ppm OWNER W auUb da ALIOECtWea whhin, denahathe doeof NY hooter and toE OWNER or CbMRACIGRdove.1. ane olaa in b ENGINEER widen coda of Intaud from b appal EEI ENOMEER's ken nod:- (il u ippd from INGINEER's hundecision G macadam tan r 0p time Imdu Win acmNarr with the ptaaduaa to font is Ealubif OC -A. "Oisvtm Retdutbn Apeamnf." lancd irrce bepwmt OWNERWCONdoludo A ptnpum b ANde16.ld imaf mare D'dpm Rno huh Ape nnatbybapmMy, in. a. paooaaa Gi odaaby Neappeoa: Part)ina foram dna dye an allingiMy da eatrdu dth tphu or anadiet v'%d appalling pang mY Nve eddi rnpna to INGINEERY NTRA MR. Sach aiseapedin writing by Oth.'.aM..(p irmh 9.11. pd wllnm be rvbixt to We Paaduaa of papApaph 9.11. d mOvpm: sm. ENGINEER ll be the iridal imaptaa of tna requbaloa. of dm Canuvv Doc.. ad juda of the aanpanoul, of the Wort thamda. Gama. diamna and t d la. rda(vte to Nc amytamluy of Ne Work a, Na infepoaaa. of ea aquhacnu of d Conlon Dommrnu pefaldn, to"po fon a mao W furnaNq of Ne Work and Gyms arida ARado I I W 12 in rvpaa of ahm a in the Comsat Frim a Canton Time 1 to Nand WtiallY to ENGINEER m wridn, with a too. for. famud decum in armduc win tldi rya...A. wrinee more d aN wN chine ditwne or Wta. will be ddiv filar rhe d—ama to ENGINEER W the aha(dnY to the Apamew Vromptly flaw in me Iva Lamthin dal, tw f,, Sam or Na ocanmaorewntall to riseGINE.Rawiper,lo. y data, ri 6e say, ifrd to ENGINEER W the other paay wham ENG NE Na the aun of rvdi amniote of vent Want ENGINEadilyn ER pedod wob obildaddirioul'a mete aemazm data m My as a, .Vela Yl m' .dtRntwoEN (NEER teoppodrtepyry t,. ulitty ly,fornamy xto INGINEERWtheatanawa-l— ENG NE afro.®pdfhe tiono.nf'.lea EERul Gb1m INdlad d.ER w anyuiwd dmv. ENGINEER wdl remda form! daidm M wriry r'vldv th'vry clan a0a acdp of Ne o�Posvt, NGF s rvbmiml. V d o do m;, ni rob Brenda ENGMEER'a wlina daabv pp ata claim. adCON RACWvaw9 b<finil ab bad'me upon GRTEER and CONIWLIOR mlex (0 an appd fiom INGMEF3t'a deddm u tetra x fondfoe time limo and&-DI,aoawdrh the DtomLnv ere (afh m EXHIEfl'GC•A.•'Dbpute Roto• IwimAR maland endo I&or OWNERWCON. iRAGIDR pmmnf b Reticle I6. a fol V m vee Diapme of Aleevam hozO N INEERIa •ad doda dee cl imrn6on b appal ftwv ENGINEEA'e wivm aedsion u ENGIN E OW n thof CONIRACIORbrhe vlaabifn ENGINEER oiddnrhitry has alta thcby due prvtlade®In ands of nalmoa.1Giv®rtd by the app din el In a fonm d ampna, jurisdicda b eactdv rvN ri,hu of amain v de appdin, NrtY mYhavewiN repeatp auN claim. and Ra o a d.. vada in y days of with apofable dews and A.ffi v wiadn ,dray den v! 0y dam IE sand aedsot. uNep otha.via apmd in undo, by OWNF2t and CTINiRM'IOR 9.11 When funaiada, v tntap2l and judge trade pea WN119.10 ane 9.11. ENG R "will na show lad. I. b OWNER 0`C y ilyo"L:OR sed wi0 mf be 4able in wmmion win , a inretyremmn o dee:tion eroded in coca GIN in rvd awdry. The.Wiry of a daiaaa by IN my ctandemb or tp 9.10 Inatoa an rcapm to any rvd claim. dby U aroma nova tuapt any wtddt ba -,,a bran dared by rhe ,m1b 1 or anepava of Intal .a Paynes p say as iv Pby O ER oI O be a mtditiaf promo. m any uade by OWNER or CON.o malaR of sudstaaa ortenadia by or otnnwtrehave.odathe Canon Oa u or by low tt RlidIdOnd In of any awn claim. dispua or .Na nada .11. to Aldd.ntle 16- donor a. 9.11. (u:®oa e. FNGYNftF'a A�dwNSKRnpowo3Edc 9donor NYNo a 9 or mE3t'abadary11 r1oawti4 icannathukdde 9a yde ka dura uala by ENGINEER Comas Dh 60, 1.aa nyamrun WZW d b ftd,loy�d,y in dad faun dNatouadawnaurrdaetucha tnafaa ofrnypnduyad oar, undaukln{. by ENGINEER than o! tc. au err or rmpwmydu l ENGINEER aha, crab, bnmae er,i a ride b any dory awed by ENGINEER ao GGN ,,oa d, la any Sabanww.. Stadia.my1 alae. Wtan a f anm.( wn. a to Nr iurttY for or crit plo.ee a gent d aria of Ilton 00700-32 9.173. ENGINEER Will nosupervise.dirccLeom Out or have authority ova or be responsible for CONTRACTOR $ marcs. methods, techniques, se- quenca or procedures of construction. or the safely precaution, and proleants incident thereto. or for any fsihm: of CONTRACTOR to comply with laws and Regulations applicable to the furnishing or pr4for- manna of the Work ENGINEER will not be respon- sible for CON[RACTOR's failure to perform or Pory mash Ne Work in anmrdan. with the Contract Documents. 9.17]. ENGINEERwillnotberesponibl.forth, acts or omissimu of CONTRACTOR or of my Sub mattaewr. my Supplier. or of any other person or atganiadon perfomung arfuntishing ulyofthe Work. 9.17.4. ENGINEEWs review of the final Applica. don for Payment and arcempanying documentation and all manaance and opnaung instructions. ached. . ules, pannteev bonds and certificates of inspection. out, and appmv4ls and Other documesadon required to be delivered by parainaph 14.17 Will only be to do, ... nine genaally that their mnrent .moll. with the requirements of. and in the gaze of catificata of impmions, tars and approvals that the insWts card. fid indicate compliance With. the Conan Do. - mens. 9.175. Thelimiandonsuponsunorirvandrespon. st0ity set forth in this patapaph 9.17 shall also apply to ENGINEER's Consulana. Resident Pmjen Rep- . res radve and asdsmam. ARTICLE IO HANGES IN THE WORK 10.1. Without invalidating the Apedmcm and without wda ro any surny.OWNER may. u any time or from tine 10 rime. order additions. deletions or rcy eons in rile Work. Such ddiuons. deletions; or revision, rl Inc, authorised by a Wtinen Amendmwt. a Change Oder. or a Wak Change Directive. Upon rtxeim of any such decamnt. CONTRAC- TOR goal promptly prvccd with One Wark inmbd which wdll be acrfmmd under the applicable cndiuon or the Conran Dov mnu leveept u oncwii< specifically pro- vidd1. lo± IfOWNERMd CONTRK'IORanuablctospec is the C14TL gwY.Of N ldJuement In the COnVaei Plla w dlugmrnt of Ne CanmaetTma nu Yradd be aloxd u.,wilt of • woo Change Dltdva. • cldm maybe made nerefar u pmded in Avtle I I IX Article IS 103. CONTRACiORaLLlnotbeemiddl..in.in Os Contact price car an gression of the CO. T .vin mora m any Wok PW.M that is wt rauhed by the Comrad Ommicnu as amemdd. modifid and suP'Rmemd u oraaidd in i^ V.Phs]S and 7.6 coapt in the ase Of an emaadeY u Fm of in paapaph 6� IX in the ase M u�rdinr Wort u ptovtld in Wta ,,11.9. 10.4. OWNER and CONTRACTOR shall execme appma priale Champ: Orden Iemmmen led by ENGINEER,, Writ. M Amedmenul oaveiry 10.4.1. eharlems in the Work which are 111 o,mod by, OWNER pagan mpaalos,h IO.LCiiltequirtd becaumof aeeerssnee of de/arhv Work odes paragraph 17.17 Or ourruMmp drfectirr Wale Later paraptaph 17.14. or fi'ul asneed m by the aria: 10.42. Wnes in the Conan Pria or Contract, T m which are aped to by the para.: and 10.4_.. chanpninrbeCwtract Pdaor Cowan T..,... which embdY the substances of any werinen decision rw- dcred br ENGINEER prtsuant to pgrapaph 9.11: provided OUL in lice of aodrdeg any such Change Order. an appeal may he takes from any such decision in ascordaoee win the porisbm Moa Contrail Documents and appliable laws aM Rep stvions. but during any sock app.L. CON- 7RAC MRslull arty an da Work aM adhx m the propegs solsdMe ss providd in paraPaph 639. 103. If nods of any change aRavng Near .limp: of ,he W'ok or Neprovisionsof the C 4Dummotmelud- ing. but m. Contact .bPetCicndbNorTRMat. au raapl u tird bythe pmdois ofany EOM robs civesmIsuety. he g.ina army such notice, ubdd,. mt of Basap0abe Bond wbe actuated accordingly. ARTICU I1—CHANGE OF CONTRACT PRICE 11.1. the Contract Prig wssdrm. the toil to CON' don TRACTOR to audaot'e, sdju An payable m CON. TRACTOR for p amipw the Wok. AR dada. rut A=R 1wbe . CONTRA TO macomaeYco .M chasRACTDR shall be u CONTRACTOR" ezpcme vrinom oluasge N the COnanct Price 11:. TheC rnampries ayonlYbe Woodbya UaKe Oder or by a Written AmmdmeOL Any elai a fan ae "hut- .cmin roc Cantron Fria fiat be baud on wriow nod. dl vetd by the pmay nuking one clam to the Other Wry and to ENGINEER prompdy (but in no evwt lata than thirty days) andthe Wrtofrheomnmrcareym, 9ivbariatOne alaimaM swingthe Ecnvd ao,d da Wim. Nodesofthe aunt im the Wim win a cart ornp dad ,lull d dclivelcd within d N days Efie the sort of noh i mmma or even ,urticst ENGINEER ors, d dsua time, for Wien m submit li of acal arname by Cur dna m rwwnorae Aaml andondullbeadomintddby alli Currant's wrinrn aaldtYntdot themjuaimentdM. roads of said amauna ro maa, the ,W. far ai.%n Ironofacidommhan IXcvwl NI cWefar Elam accordance, Conoan Psaaha9 be d.VOW rad by ENGINEERinaa. with para ssocc 11 IfOWNEP and CONTRACTOR nmsd .tiin ft an �a m•m•d. ria Wim fww dAuvawt in the Contact 00700-77 bG V id J nN "Vml In acmNarni with this pan(nph II1 II.]. TM vYue ondj -nin teml byaClwpe nill d NY �n for an adjuttmem in the C-uam fix will be delmmimd u folbws: 113.1. whore Ne War% inralvN b mrerN by YNI pica mndnn,i In th< Cnn. Ooaanenes. by"ntk bn d amh uNt prim b rhe a.dd. d du bins in'nl tl twbjra b NG pnn bieu of pvagapm 11.9.1 dunurh I1.93,1Mudvm: 113co whorein rhoinwlvdaint by binuuldr pitta mwiroE then C -more Omml . nl • maullr avahad and pmfitt — iu¢va ilydin acmrdaoce wish laragmh lldz: 1133. wham rbc Wyk inwlyd is nor covee l by unit prim mann in tnn C-Isae Ooannnna and agrNlmr roalump win u mt«xhoi under Oarapaph 1132 -rhe basi+ d Ne Ca of NG %p Idnamir u in N in pwWmplu I IA a 1131 plus • CONTRAC1OR'1 fm far ovcbw and profit ldmemiMd u pnn aW in panpaph 11.61. Coy ells lw t 11.1. ThelNneott dlbe WorYmemlhewmdaf msu neeemrilY d and pay by CONIRACIOR N me pmlem p.Romm�m ofrhe wok. Eampas olRa numbei, c to in wddliy by OWNER. wYl ems Pull be in ampunss m N9ha Jin=lEf pIGVYOap m Ne ba4tYdrhe %oimr-dull .jnpNY rhe followiN hens and dull-t'vdude wy of Ne inns ilmlbd in pua♦Taph II3: of WN]RACIOR In rbc paf—d rhe W unam whWu djobd sifv "g nein by OWNER Nd CONIRACIOIC Such mWtoYm shat io Jude whim lim- ItLlm WCCIIIIrmdmlY raltrnN and OIIKr peramM em- ployM fWFlime u Ne ds Povmf mus fpsmpbvee nm mnpbyN fill Gine -the Wyk ahaR be apmluorcd on rhe bade ar Ndr umn men[ — Ne Wok. hmdl man stat ircdude. bur int be limbed lo. darinn W wa¢i ploy Ne eott of fringe berRfiu which ahan ircJude yam searity mnnibudura.unemplgmmr.eaaae W serollva�s.wok- vi' mmpmadaa bdlh aM rGurarcne bmeim. boo pl raolionard FNaaY WY mNie—1 my h.Th. eapmvi d pain ad 0 Wyk abet re]ubr wbt I l bourn. 0 Saoudar. Sulker or I.al ha by shad bn ieaudM in Ne above ra the cyte- aulhmired by OWNER. IIAS Con ofa4 mmamaaadmlGpment form m=ion 'vmpmuN in Nc Wort IMudinl msu d mamyavYan u ntcu Gc dsramf.. it lien fca. "rG9 n in conn®m NaGwiU�. All naah dwoomu dull amue co CONIAACfO0. uNm O W NER dcmau fads � CON- ]RACIORwi�h wNJI betake wYsaue m whkbuse Inc eadl dirannu Yat l argue W O W N ER, AR IyG dirmu nu: rJI"and IGr tNdIGWIII[flgll WGOrwl M CON - ala am cal "I stall uauc b OWNER. Nd CON• iRAC1OR Yell make pmviabu b Ihu rheY maY be ogaillN. 11,43. Pammenu made by CONIRACIOR b the Sub t l jf cafe Way OVVN aCONT ACrORfubeobu;n tae If tmldlw by OWNER CONTRICIOR ahaR abuin mmMNI bidsfrancwbmnuamusa bW bOWNER ua CON7RA dwynadabafd "f bidsNGMEM wtw w91 filen deumdm. wbh rbc adri f nn INOINEER- wnkb baa. it mr. � x ampul. ¢ Nr aYbmnm.ar povida dos Ne Subcopuacbrc b be paid on the bays of Cott ofde Wak %oasts du SubmlaraenfsCm dNe Wok aM fm shag tt dem m du acme name u CONIitAL1OR's Cdrhe Wpk am rm u plmidd In U.S.paragaqu 11.{.. Ilb ane 11.7. All submnmae[ "L be wbjm b da aNc plwmoos of do Canine Oomvrimu msdu u appliable. I IAA. Cons d span] mpaW NMudmp bin not fmindbm�ccra.uddnes.m Iobbommr.%iwmey on. ily m u and the wnmul anpbY� roc aerie aR' . tlfidlY reWedwd+e Wort , IIA3. $umlcmmulmwintludin]Ne followmF IIA3.1. The pmpardan of nanmrY rrwpomuan. pjoy j wbdttmcGdp ofdCON]RAClOR's erm plovees inalmd in d'w3ul4n orduua eonnaN wiW the \Yodo 11.132 Cost intludiK vaaspomdoo aM amain, YI malemle wpplin, a .tp l_ mudincry. md'maea. om. aM Imgaerr radiues at We file W nvd Im, nar awnal by the work—. which am mm ,w in rhn ped.. or rhe Wart and easy less nnn, ,,un fsuch inmr u bWnotmmmlN which mmdn Na,,.c .(CONTRACTOR 11.133. Rmula ar Yl mmw-- ip�l and rt tin rmm naJ1III Nd nn OW nn N nn,,n, 0, b nemIdau n withrind age menu nn Dyed by gaNpR whh k advim of ENGI- NEER. alk rhe maty or mmrpmmion. Iwdinp. UnICOni. iin,imnllwon. d'avnWnf and nnnnrY Ihemfrll in ,,nW f n with do oil of as rmN agaemrnu. Rbc bout of NYa cgWpn L.nln nY ar Ifo me e whin N11n c use NacGf a no tools eccaarY Wart 11.13.{. SYu.mNmur. use araimiur'Rc? is Irk ra I . wok. Nd tar wnice NNIRACRO hnmsd by Caws and Rafubrimu. 11.133. peposiu tort car aua adw INn n4i- pervx of CONTRACRO0. anY fubmnuxNr or NYarie dimNY m iMirealY nmpbYed q Ww. W nn w, wlme aaa mY a( rMn naY Ge y.mo.0 W fR f« Rneiu sad limuea' 00700.){ 11.4.5.6. ansae sot dmuF. and wk,ed a.pomew auwd by dumpe to the Work. y eampat,.ied by 0o reason Wim m veriusulned famanr<band (tnuliun��ne Wort t.Ima buv aM dendi within the doWetibb .mwnts.f popenv imunnce established byOWNER in .e.rdance area Fnfraph sm. Pei they have R' wlud from nuns other Ilan he negligaue or CON' TRAC101C any Sobe=nu.a.r. or an erne diwly or indne etly employed by my of them or for whow —.ny d Neon they be Ihble. Such louts .hall irclWe wade. mcet, made with the written consent and appmal of OWNER. No wdlaui. tlan.Fsand exoe ,shed be included in the Cat of the Work for the Finae or 4eamd4na CONTRACTOR'. fee. If. howcw. any such ba or leauti mations savmtrucfion and CONTRAC- TOR a Waad in rhn8e enema. CONiRAC10R dWl II paid for "ice a fee Tref ort a ate he don stated in pmapaph 11.61 TM F. of %h1idot. fuel .nd a4ury f 1: des at Ne site IIA3.8. Mhau.penwssuchasvlofahh.bn9 It, cart. tp ptunF W sinu'larpeivnih items in Ioeiaeuotn with the Work ins ,once mWood fboeuseuds and of -her". I. the weL' 113. 'line sono C.0 of Ne Woh dull not induce any of the f.11owind: emu and other .,...:N and moused" agent,. exp ii,ea. Y,rcyapas. 4— and oUv Nes=^•4 employed by CONOtACf00. —d` -u the dle or N CONTRACfOR's prmapd w a brash -t for gene JadmiNantbn of Ue Woh and nth spdfiedlY indMed in Ne ata d upon whduk of join 4avlfaoiau r4med to in paw ph 1 I.a.l or spcdRally mvaed by p.r•PaM1h I IA.�—thaw., whieb ue m be wmid ered.dmitimradrc cast, rnv<red by the CONIRAC100.'s fee. 1131 Eapesas or CONTRACIOR's pdndpd and brood, of fico other than CONIBAMR'a alfa= a the sit e IISJ. AnYww,nr CON'IRM W$caPfWeapnms. itt, WOgimeren.n Ce, &VMM fONTP. Wm, fordclor '. Work •ad Ganes apaimt CONTRACTOR for dcliry Buena p.ym=^u. 113.". Cath of ohood. ra tll Bonds tad for JI fvFanx woaararna CONTRACI9Ru anuhelbythe CO. DCNmmIs Io OONaee and nui the erne weep for the In, d p,emiuna.,narad by sunpLeun•lb 11!19 above,. II33. Cmuduc1.1lut-WiFncepf CONTRACTOR. any Subennmenor. or anyone directly or indireely am, played by anY Of them b r fo r wh pse acv a ny bf Nun maybe Gable. ieeludin8 Wl lglllmll to I..N —'-ybnordefrafvr Work. dbwvl or Y dourc or equipment artmWY wpplied and makinC F.•d my damaF to Itinerantly - Other ov.dwd or pc ed e.pcme mats or.hy kind uN the cost, Of any sum M sprcfinllY and c.pnedy indWed lo piragraph I I.A. 11.R. TM CONTRACTOR'. fee all=wed to CONTRAC- TOR for Oreand and pef,.lull be detaminrd as folbwx 11.61. amuwdlY.aeptaMe fixed rte: or 11.6_ Va fiz4lfnur,ot aPeM upon.arn.fee basil on the fdlOwina Derw,t,Fa of the r•rious paW.nf of Ne Coil Of the WOh: T fee IMI he IIo.1 W 11.41 Ne CONTRACIOR's ftt dull be fiheen pe,enc 11.6.-. far oast, fee "I a Fw panpn; the CONTRACIOR's ftt shall be five Ftnm: 11.6 . wdoata-ormoredesafsubmnvaesare on NcbasisofCavofthe Wohplusafaa mn Wfc u apced upon. red force, of FrapWhs TI.4.i. 11.42 11.4.5 and 11.6? It that dre SticOur nor wed .eo ullY ',,,pont, or fu"' she %h..1 wluhoetiar. Will toe paid • ree d fihern laavtnt of the odors incurred red by such any hi hoa.rYMalanF and C and MIMIR WI any higher der Stanton.,r roil CONerunt p OR wll nil beweld e!eeof five tanto..,.,the thwart paid 10 the next lower uv Submnuanar. 11.au, order, shall be AA. I AZ and 11. ;rota hemird undo panpaptt, I IAA. N.a3 and 113: o 0"Eftoraydoeare 4dandh I -'I I.,d OR in.N 1for my 4unee If thmwlta Ina I., devew in coa dI be lhe.moum of ACMWl nu beaux in cast ual a dedc Per" In CONTBAC docre fa by m am.unt e9ul to five Faant of sad nil dcinw: and in Iw.6._5. whenbohea houremdaedtrrRA WW1 e any one flange the I oho nt in COIhoRAC10R'. fee ahall to computed as Ne Buis o! Ne nth tlmF1. arcord•rc with p.narapM1s 11.6_1 UvoupL 11.63. inclu.ive. Ilea. Wherca,rahc ma, of anY Wahia.obedeap red purwanl ar Audouala Ilea iad I i.dared( CONTRACI'0 bllsh and need n ,.." aha.=! In "'Olata= wail. acneputo c . 1p 1 .e.wndap hank''e and submit in tarn 'drorble so FNOINFFA'•n i,emiaN east b,dda"n to- Fdwr � rvppotdN data 00100-T5 faAAHevnau I1.5. 114 uMmmod Np CONIRACIOR Au ialudM b Nc Conpaa Prim VI albwuwa w wnwl in IM. Cmmm Ooamrnu W sTali Daae Ne Wolk b mwrd b be fw• N<Tp1for suchsawa b<mwob OWNER uENGINEER. CONRapetl bu, IL9.1, dre Novnlm intlwe Ne cep b CONTRAC- TOR f1.S any aWliobla uade aismuavat of aobrieb eM W so i soul equirM Iby Ne dbwanm to b delimW 4 tle ilrt_ W appliablc tar.: eM ' 11.81 CONTRACTOR's rota fa unlmd'uq p T dli" on the a 4bac Isaosl4 mSu. omhmd. pots u.d UNc.pTa. co...W M for NC illowwa.a IYVC !� mtludd in tk Cowu Price aM Iwt io Ne albwaw Wm d l NdilipaYlmlmaamuofanY of Ne fa<Pair,aini wR b valid.. Nofb fuui paymen, an mpopiv<Chuye Order wall b< 4wd . nmmlmtled by ENGINEER to RMI amwl emmnudua CONTRACTORona tufWO mm d by wlcy ee aM Ne Cowan Prim shill be mnuPond.,Iy dlupd. W. Ud MC Want II.9.1. Nheae Ne Conroe Daaonmo provide Nu all a part of Ne Work 4 000d be UIN Rto Wor Unk CC Cbntrm Prim. b to mo b iM th fpN Uoh Puna wort or amwm gin{ to we euro of Nc d untan Prime forexT am+raldY idmrded boom Not v of Uoh Ria woror t um Neeromar d yuvuryafu b iam u'vd'ivud io Ne ApmmmL ITC cdrrmd awuddn of ilaw Of Uldt Ria Woh are al f Bib, d aM K bltly f iNe i Oonve of mmplbon of Bib, arae dammirinP m nidal Cowxt Rim Due®NdnNof dpofUNtMCC, NinNnCfaamwndl9by OO Yld ORwil Ito m,.. by ENGINEER w awith pmpwh 9.10- . 11.9: Ettob Ibit p6. wll bit domed to iMude ah amouru mlaidtld by CONIRA=R to b WCaluw to m e CONTRACIOR'C oveduSd sd profit faf ech sem- nitlyW.0 dbem. 11.94. OWNER or CONT0.ICIOR may mak« norm for an Wiu<unmt in the Comite Rim in <®luarcc with 'IArdtle 11 H: 1 11.94.1. h< enuly ofmYhaCrum Price W0,14—formW bymv CONTRACTOR d'dfa mau4lly aM il{- Idh.ndy from we cuimud auxdry of Such Tan bt 4 el 1 in w<Ap<anmc and 11.932 tha 4 m amr.Pmcl]" <diawnbt with a<W. bNY.thorc.Of Nok: Yd 11.994. HCON]RAL-100.1Niera wa<COH]R...C• 100. 4 <nddm w m imvae 4Cawae Plcev a ftlws loNNi="E0. Wm'burnt' or OWER becmkd b • dmase H Gnvan Price aM Ne pada em Noble w spa u w be emnum bmYauN imeue ardmeb. ARTICLE 17—CHANGE OF CONIRAR TIMES ILL Tho Cmgaa Tum to, MRenonel may awy be r,. by a Clone Oder or It Wlinm AmtlbmrnL Anr mim form <dyvwwnt of Ibe Coo. T. (m hlRmalell toYbbudan wrioanorm to ENGdbyEE Torry y(Wt IleC oy,bb b w<oth,C,Im tool to ENGINEER PmmWY a but I. m evalt Ltc Wo thhry daH) efurtle ocmamm of lbc evaq pain{ I've w the ofa®sod sotiq the {coal Ivwue of d.e dSmL Notice of Ne cPbo of the rbim with auppo ft don Shill b Idled llo" = m admw pwoh omdw to (uNm ENGINEER allows m ddidpd pa4od of tlox b aewin ptoeemoate dsn u wmat oftbe botboo eM shill be acmmpw i by Nc e1. Cod's whom sot to Nb du dboortb tlaio<d 4 Ne mthe dPnlaci. b wMCb we tla4ont M lagan w btli All h 4 mtldd u e I.Wt of Ne amvmrx of aid e.mL All e4ims fm djuitment in Nc NEER I Time for Me.wmi m r h 9.11 if nd by 1. and NEER to TUR . wird pvapaoh 9.11E OWNER and GDNTRACIOR aamt orhvwise aprc Na rhim fa en Wjum tmlhs CallvactT (or Mlmmol vital be H this W. submaM N acnrdv.a wird du rcRiNmlmp o(N4 panpaph lila IL^ All time limiu sewd in de Comae Dammrna arc of we comm MNe Apa®art. 12]. Whue CONTRACR]R 4 pmmod from mmPlcl- I, mY pop of de Wort vriNin we Cmme Tim. Im Md.toml due w dtlaY boroM Ne srwuol of CONIRAC- IORIbeCon to'h. tl.la M4.wvlwybcaaMef Inas amountoquJ b Nrmre Est 4.rr.wNdotty.1.D dao oyo4 wde Neelor v TRUi d to IkItIl RL Oe4Ys beyoM Ne mnCn ofCONTRACTORaTall'vlchrde. bitmb Ii. b. aNpapmby OWNFA Seuorngleaofudliry owner arathtlmnvco rsll f.0doniwawonnuJ nae Cl i - Anile ]. fils daCoI. epiemd.. ebnonwl wormer i. h. Innt m f. ub Oom Oe4ys amibaubie toed within Ne mnud pit a submmra I . or suoWip abll be emnd to be OC4Ya within me mnvol of CONfRAC10R ILS. Whve CUNIRK-IOft 4 pisvmvd from mmPlco 4P MY pan of the Wolk within the Gon.-Tbm 1. Milowcl due b drlaY heyod Ne mnC i:I. both OWNER Ma CONIRACIOR. an utagbn Ib oro, loot eTum Im dila", 14 O pnown curd c Ne dme Mu due m wN d abll In wk:e be W1. ONTR`fm TORd<by. Iu , e.rnl . O sNElibe liablew CONTRAor 'TOR mY Submmramaf. wry or.r .. anY othm Cn: df. athon, far of rn mYrWray fMoftmpbYmof«mlO NNm.f>damµ. tiC outo(orrmkkgfrm�ail d<LYs ouvd DY m within tm mnlm of CONTRACTOR m lul 00700-I6 r delays beyond the of m el of both panic. including but not IimitM to fires. Roeda. cpidcmia. abnormal weather le di. outoNerwn ovanort or ,agog,performing othcrrwork u eontwmphwd by Anicle 7. ARTICIE I3—CORRECf10N. REMOVAL OR ACCEPTANCE OF DEFEC771'E WORK 1].1. Norio. a,(De(eev: Prompt nodi. of JI dr@nlre Woh of which OWNER or ENGINEER have utuJ knout. a, wRl be given to CONTRACTOR' All dr(rclie Work , be r,jamo 1. e.nernect or aweplM a Provided in W% Mai J. u. Aamaa Wart 11± OWNERENGINEEA ENGINEERYCeauWpnu. odra reoraw.oh ard paaenMed OWNER wing) ent taunt carona dinand. to h.` alewticgena)h--eat Iionalmwnms &n eaeesto ndworks,l NTR CMR forlar obgo them Pr itax,"$ and a.%drlF CONTRACTOR SNE provide NemfCOKant We wMitlom he adaamnr ud P,g Nan of fieymy=mplylhtmewitha>ppii . ant prop'ann su tat they maY wmply aoproral. COmRAC10R.hall AN be nupoluible for vom,. in, bWring aM shill my at emuInconm.ion with anY inspx.Jons. wm or aWrovaix M.ked for OWNER'. and ENGINEER'S ..masa. of meaa^als or e9ugment 1. be incomoretco in the Work. or of muaiJs. mix dmlgm, or equipment submiuM for approval prior to CONfRACTOR's pmehaae thereof for k2mpeaucn in the Wm4. 13.6. If any Work tm the Woh of plhenl that it to be inepeertd. tested or approwal is eoverM by CONIRACIOR ..:Nom "it. carammoree of ENGINEER. it must. if rt• pueetol by ENGINEER he orearaed for oburvaainn. 13.i. Oneowing Wohaw, Or. iCONTRph0.6µhal been CONTRACTOR'.exons[. unless NTRAC R..i las no.ENGINEER timNY mdc. of EER hat noOR'. whit tan m bona the, erne and ENGIN- "oh noda.ot �M e'^rh reaxomble pomp. ss In Iespame 1. and Inrpaedam: OJ. AC)O CONTRR s1Wl rive ENGINEER timelY no - dm of radinceaof the Woh (.tell required imP-W—lau or apppvals. and ". I cno enue with ImpccJan ant tering Peamen0 to facitiue rtqubod inatt.tioa or wsa 13.4. OWNER Wu employ ant pay fm Ne smiees of a in au.adml.bb the C . Owraax grox-nogla n. a appwmroval. tryuir� by 13.4.1. forimpm.Jom.tau.rapprovd%eovaedb)' perapaph 133 brio,. 13,.2 Jut oaa%imlrrtd in wnnmion with ruu or nxPemiom wMuaed Inuaum to on-Feph 0.9 blow atoll be paid as previdM in aid puaFWh 13.9: ud Il.aJ. aothawiw Spedfidly proaided in the Com uta poarmnu. 13J. If laws or 0.epdviom of any ouNk WY ha^nt monearen'mrM mapprovedr by an.molest lyes nroiAervwpr' mile of tacit public body. CONTRACTOR than aamne fug aapmWbnity fm anontirtig arrd obuirvn{ rvedt lmpeviwu. .eau nr approvelx. my all rrna In mnrwioo tMewidt. and famish ENGINEER us, renuiad oenJ sof iroccocn. or U—norm. R'eA: U.S. IfanywohLwmNwntraryto Newntwn(<u. or ENGINEER it most. it roquatM by ENGINEER be nwrerM for ENGINEER', obasrvuion and rtPWwd as CONTRACR)R'S expepc. 13.9. If ENGINEER x consider. it enssartr or ad,isoble Nat eovacd Wah be observed by ENGINEER a impwwd or, teavd by oleo. CON R CTOR at ENGINEER'. " quat.hal rvm.a. expa%wor.therwiee mak. avaethin for obsaarion innpeedon or taring u ENGINEER may require. Jae pother a the Weak in queadan. fumbWO, JI neruun' labor. matuiai ant egWpmwe if it it fount the, On work is defeerie. CON)RACMR shall pY ell claims. wsu. bsaas and damapa meed by aright out of or IcaNing from such unwvainF cxpoxure obicmdon. iapwien and Inadng and ofae, go rYr.Piss munoreeeob�rnr or we& ofoNasl: and OWNER wallcans of repair,.u. andOWNERµallbe ftpxwan tuabJale Nveaaxinahe Cnnua.tprig ant.y nupvtiaan amblema povito In M Ola Nowf. may mak... ,gh N f...d u provided in M IT17ll.lf. bo IW be rt. Wahu nmround mbe drle<rfrc. CONlWC10R ahaR f'heb cd an horse in ilC Co . pries orre aataurin radoo Oxrasuer uTimawr c.nex re- or bath. dirtily andWuble to surh unmrcdnF a{prsurt. oR mdon. imoccu- . aadnF repbamrnt and rtwmwm,an, and. iru epada art amble" -'psora the mount or extent le.f. CoWRAC10R may make a mvm tho.ror u art vidM in A uoxs 11 ant I, OWNER Mgr]wp la R'art: 13.10. If rhe Work h delgcove. or GGNTRACTOR faitNo suppw xurnccm SWlled wahenorauia artmamresula oGoo�r nquiyt orfalx rofumixhomdmm%heWh ea sheuaroptmed Werk wok wnfomt roRw.`cp Ne W, ran' OWNER may ACIO arch CONIR potion local. unl IIs lame fm MuM ardor tithe W ax elimital: hea erxr. got, of OWNER Ip nap 00700-37 'lull n« pro rim'. any dwy on Ne w of OWNER ,o u%oirse Nu dlhl for the beak of CONTRACTOR or any sur ay «oma Noy. C.. w R,opd a/a,Yadw Werk: 11.11. If mound by ENGINEER. CONTRAL[OR andl 01%riodY•a,dinctM.eirh«eone%Wdtf 'w Nbrk.wMh% be ENOId ar. remm" it ifdm Wak lux boor rrymd W ENGINEER remove b fintoNTR me w aM mplamh cam Wohthuumrddmiw. C'ONTR.1Cl00.shdl wYalleldnu.mru. boaWtlanuRsavee lorreaddrq form and mrmio n «rvrovel I irRluddY ben rot 1'un'nd .91 mos of rrpav«rtplareanry a wore comers!. MM C..M . 1].121. If vANin orc yoraftc Me dere aSubnanla1 Corlpldm U" o Re til period a [®e % paY be my -ppl d by po W e Regulation « by de rwu a me. umeabb,Pcd paNntee,grdld of Cmuaa 0x- ammv or by anY specific to be of de Come% Oom- may. anY Wak a faurd to be ddrmr<. CVNIRACfOR dull OWNER' wri conro OWNER and b nmN+nm OWith OWNER, wnum in reirmerl til moorpoordden dw Wort or. UI[ mp bem,Gond by DWNER [empre It mm rhe sivW replax i, witA Wbrk then is oat ddee my eM n s 0MOrrOY & or O, mn, o aM nfbm any RuW< n. oma TRA « Ne wok of room rwRirq with 0 m U COfliRACIOR don Pot pm. amply with urnerc delay tom[ or such '••�•-l._i «ban 1 dwa q• OlWN Rry b.n Me fer atak 1, err or l or OWNER troy lure fi r 'w NMt c«r«+d «rhe iej%[c ted d atnd W rby or r ld W cont•` caro. bsma aM damp% eaud by or ruW[inp ltpo mtll m- mordxdrNlmemw,ircludb,domt4miW maRcnu a! rmir err mPlacemem of wur1: of amoal will d Nit by CONTRAL-TOR I1.I22 to %errs! eammxa whne a Nrdadv hem afemdpmeruv ole die raniouounsmiabelam5ubavry eel Comate n of all Ne Wok. dle mrt�m period for du[ iron mY lure m Ml !mm ia s Ame tive Um nrordd In Ne Spcoll%dau or br Wriven Amerdnlep. 11.12. When, de/ ,e Wale led dame to purer Wok tOmMin' mach rn, w brim mamct rglo.d err reply d oder oris p'uamph 11.12 Ne canted.% period hermMerwim. to rush Woh WII be %tcMd for an ddidoal paid a one year after a«h correction or m mord ed opimemrnt w been %, omrYy nemplad. Aerepmna alDO'. Wat- i].O. If. irmoed of rquirbl mn%vm or ruronlad rmumrrmr ofddp*iw ubet.OWNERlan6 pier [O f:NGI. NEF]t, nmmmdauen afirW aYoml.elw EHGINFDN prCaa m ecu k.0 W N ER may do [o. CO MRKIDR r N11 pay all helots. mots. bon aM Malo,% mo,,,M b,e On OWNER'%Onmmon of W deleommOon ro acgp meh dee/e«Iw Wok,rurh mama be moment by ENGINEERu ,o ,eamm1. er If my'«h cCIenomRe eau, brio, w ENGINEER, reaommer0edon of Poul payment a C erie Order will be bort ircompatinp Ne nem-m,y 1 M moConvectO muMdmr todrWork. r OWNER ,lull be mute! 1p an apNo9riam dcnaso in Ne CMm,e, H. ad. U0e pard%a2 umbla,o ap« a,0 the mnme, ,hemel. OWNER may ouYe a olden ,hoeror a fMM i od in Ardcb II. If ft tonere Ke. after mch r vmloma. tion.m m9n irc tamgm will be pik bYCONTRACDDRa OWNER OWNER H, Ceaa-r Df 'K ly4 I3.1e. If CONTRACTOR- fv1 w Min a reoorublc no after vrchim nerve form ENGINEER m e [ ddeMre Wok a On revme and mWam oGrn i Wok u reaubod by ENGINM In a®rmrtq MM PUn M h 11.11. «UCON. 7RACIOR fuTn Or Perin. dm W I. aawdeme veitb,p, CO. Dmmen . or U CONTRACTOR heRs b toamly gam anY omapvremn oItheCows%Do CONT OWNER man• efmr nmo days' Well ,carie, ,. CONTRACI0 , mom ad remdY OM such de ipech. In e'er mail rhe coca and tcmdlru uM%rein Nrepanh OWNER strep pro- reed eel . OW n R onydan wide such ebr[mdre and remdd mine. OWNER rosy ca. r M,,m,aMe torn all« Otent! katACpa%%dmerN«pelMeme. O&Ic antl supvld CON'TRAC[O0., scrim rchtd ma%a. tete mu®pu of CONIRACIOR'i rmis udarm. eoavue- Is[f'1[IglilR'neLli3i"'�L-ir unntors and ENGINEER ad ENGINEER cess to me du to cable OWNER to am remotion under, mis p, ^h. All el-im. 11=— Canveeh.. ORene may arcJo mapmaneme mm orae(. OWNER may na9c a Maim mato 4 prvridd in tee 0 I I. Sudn! to a eoru.lova,M dam,% will r of worn fMoiindtdyrallratsofed by errmlace• men, of ooh comers of M d or dano', by mnmmn. vaterrmpuramrcm e, CO moemd 00.'otIMMO�ferre Wok CONTRACTOR arMl not ne Nowt m utevdan of me Convaa Time ,err Milmorc,l bmuse of any d<IaY in Ne .16WNFR.Mrri Wend . uubl h.d.r�ebyOWNER ..r raWNFR'r ritlru and rtmdin Micwdec ARTICLE N --PAYMENTS TO CONTRACTOR AND COMPLETION SeAeJWeelvd .1.1. The mrwlule Of valor ""intN u r -a d in pacapath!.9-o ae.ve u 1M batia br OraPeae pa,rr:nn W 00100-18 wrtl be bebro.,d inn. It farm of Applietbn for NYnvot acepeble to ENGINEER. IhvfNess 4aYmenu a 4'rell^I or Unil ftice Work li be bud on On number of miu sone geld. Aypledpn f> Prop' Pey"'no NS At leaetr—e Ibut roof - more leeten thed dun1 a tach progrmt paymm menthl. CONrit, fMR shall submit I- ENGINEER for review in Appliv110a for Payment filled oul and aignd by CONTRACTOR covering the Wok mmoleld u of be due of We APPliad.n and uxOnFanie l by —b -Moro-g doamrenration u u tmulted by the Conueot Oommmu. If PrymaR I. rcVuaad on the beat of tnuerult ad auir men not ircoRorttd in the Work but doifvrrod old Wo,by -cored u Ne ate .1a mower lo=,ioc'trad t^ In wrideg. Ne Applioaon for Nynxne d.0 mbeaaogo,"bys bill of ala iMnoia or otf, domme'mdon —ft WI OWNERhss reoci,neI the oott Ws and muipment fico and deo of al Liens and evidence Nat Ne oon r tad muipment art eeve+d by "ProPaate Propemr iosurame mdoNcam Eemcnusruam 1. OWM siN[ert...,ior al of whiW will Mseet to ryto OW Yeetn a Ill be u Wp"ewith fetpeel 10 PmgRll Nym -dpultd in Nc Apr+4nent. COMMA R'a Werneey ofTSdr: 1.3. COM'RKi totvun move Pubymy MIC21lw or ftyrono� nno, fo kWK.eo r"eso,alupment mead bymY Al L rl loos OWNER m loo tAanhtime of WYnrcnt free ad tlnr.f all U. Rr.:ew o/APP+f®o�.l Rnnm P*r"'�' IIA, ENGINEER W9l Wiltm t' days a nolo or rad, Anvierioo for Nyman. oma id:—,• in Wniting - raen.m.dadoo d payment ad precut the APotiewon In OWNER.- Ie.mM U,e Apoiemon to COMRACIOR Inti otmg5n wridof ETGINEER-s-atolu forrefining to Meant mend Payment. In the utter o� CONTFA kmay make Ne n'oory mNa"ass and tVnbmil the Ap.limtiwv Ten don cher pl union or the Appliemien for NYmmt t0 OWNER w ENGINEER'. remtwctWdon. the amoum aa, Mots win Imbjm to N. provmom of MM Ion um etee o(panKaph 1..71bemme dueand whcnduc WIM Pad by OWNER to CONTRACTOR N3. ENGINEER'. le'nuandmion of mY wvmtm rc eua uout In-'ENAGppIlNie ER (oOr W N,ER. bwll m ENGI N• Eteac'- - ouadteI,dmpaNe eamed Work ..e.riaad 'uwjifiad dnm,MmWdENOINEEWtrew ofrte Appliea w fa Nvmmtad}he ER's kvn dNsed ,dtdu met be b MAebet.f ENGINEER'-kroWcdK i^for' -„won W M5ic1: N3.1. IAe Wohha-PmgMmtedmtMminthWicaMd. N.5^. tM 9udityof the Wlerk Igbloot to in utor. dv s vitt the Canuael Uearmrnu Iola pri r t or own stile' lef 1Ae Work Io n fuaol.ang wMic my tobtecue t I.. coda Cor in to Nen ultsDeo of m . t Imo did far in the Conuaet Dmummu. to It fitW "untrt for Unit M.WorIian o ioo d p ud molt my oNcr Quill Prig Workuda P+e re -em unl. and (pdOln Nld In IM IGLIMC'd!r NS3, theeodidou Prmadonle-COMPACTOR's being cnddeI to wcA payment aopntr to lure bem foRllcd in so fu u it it ENGINEER- rmpamMbilhy to .bone the Wort NOWevc. by rrmmmmding mY toot poMen ENGINEER will not thereby be danrd to lure [eleretenPd Uut' fir .-ha vailo or condrenus ontM "Padmn Mw beer nude t. dvtIe the 9Wiry or the 91m^mY of 0c Work MYond Ne respomibinet ereo6dly'ssipd to ENGINEER in the nr omotDavmenu.r Slant wxmayn oModicvlRAC' or issues paid W arc Pude O echo mlble COMER i0Rw Mpadntto CON by0WNERamtideOWNERm withMld paYM^ml to COMRALiOR I..d. ENGINEER'-sc.le on, too on.f mY GI NEER !' tluding final mYmmt sial m[ mon dot ENGINEER Ms soiwmiblerorCONTRACTOR'smeau.meMhodat sJm59.es. do.mrel orP loeu lefmnswedm.rmor yf Ptelea amu ad PMR to erMly I Ibertm. m for my fw'11e or CONIRACIDA to tumor WMe taws and R work. or f apply roje to the f NTRAng or pmfomu^a or Wok, or for my failure of CONTRACTOR in petfot. famish Work in aermdana wwithNe Convey pleewno.u. N.7. ENGINEER maY refuu t. Kmmmed tAe while or any Gott of any conke te 6 E. in ENGINEFR's OWNER r[ world M i,K.neato maNe GINE Rnore to OWNER reertd t. ini .aenph I.S. ENGINEER nor also -dose to ramrm mud anY coot aYma[..r. bm.re of-ubKNumdY dit'r- crdr, my uehtheMauna rens yamtinmeod c..rmeh went . auyM1 a 0000t orY in lY remmmcnded. b ' to errant ss NE M nevsarY in ENGINEER'i opinion to course OWNER from 167.1. nNe Wobhss beend.-set!Kit bdmonan,oeoe:r im.oromr rtmPplaett,omW' 14.7- oh rut Mhe fnntrac Prig bas boa` rtduad by Writ- ten Amedment or Change Order. 14.73. OWNER bee been tmWi to cotes' drfrc' -ire WohormmpMe Work in armNma ttiNpamF-Ph 13.1..1 1614. ENOINEERIutaemlk.wWF-fNe Ne aroma of env or the ermu enumerod I^ P.4rw t 15=1 era lh 152. inclutire. OWNER msv'fuse to make In neem of Ne fol Nneunt rttommcded by ENGINEER baoe: P^ 14.7.5. elmnt Aa•e baOWNER n made gain. ru,rda.of scram or CON7AAGIORa peau', W us er M WM,. 00700-59 11.16. lima Ines been fi1M in mnnmion with be W.& camp. whore CONTRACTOR hss ddiraatl n paBm, toad., b OWNER to .marc oe ccific mfwdm W cf har>te of.uah Lunt. 14.1.1. bde an a0 + itmn e�tiH{ OWNER to a uwrtapdat the unaunt nxamncWei or I1,7OWNER has anal kruWNpdt-mlg*. rdtm d mY Of Ute amu anutbvm m puapaphi 1lT.t NmuM 11.7J Or p>apaph,1321 thmu.h 1321 irMudu: but OWNER muq Om CONIAACIOR iwmtiue writun intim Iwio a oopr to ENGiNEER1 amn< Jac ammo for wait scam and pmmdY WY CONTRACTOR the amaon w wiohdd. a any ndiwunma than° blvd to by OWNER W CON7RACIOR whin CONTRACIOR coma, to OWN- ER', Pd>/aa'at oe rcua for aa -h 34om $.b.mtda[Catp4 oe 14.8. When CONTRM R amddm on dttna Wank rady forlu intaadW ase CONTRAC3OR skill notify OWNER arta.j,a ,,f wridm Uut lyIWako CONI u - TOR Iasi for hams amdhdly E N by C R ibaa - TOR u ipmmplael and rmum Nu ENGINEER owe a aaa tmma OWNER. l Campleaoa Within NOINE R mm aavfuc OWNER. r tha Work to and ENGINEER Rnlr make oo , If ENGINEER d be Work w da oOo, dr ,eaa of mrmladoa at ENGINEER dm twt msNa the wbrt w R aoml ,mmpa� ENGINEER wiR ENG CONTRYCIOR in. Wart peirng Ne Ly cam Jmtda.IINEERN 11 Raosidcrs the Work,ubmntl alr mYaa.ENGINFd dab Cteaare and delivermOWNERax me lto a ofSubsuntnpCom- non,whirl Mill fin Ne daw dStt. tcmwi Campletioa Th ere shrR beaaxhedtorhe mbar.fiatrpo Iia WNER ro I ammlad or"afonM war. final Ivyment-OWNER atop haver,c en mko afux rmdpt li t ENGINEER any p whirl w make w+ivm atte or w ENGINEER u b wY parva;.. d oe cerW N N amaiwd Est If. .her wasid4 am =Ih obj®ard. ENGINEER NEER a that oe Work b as wb a, taY agion or. ENGINEER 1 o to thIn fOWNE days W aubtvisam la Use tavava aaiflC re b OWN,. f. CONIRACIORf wrime.,.tangdtemwm GINNER afrooato.woonofOWNER'.dbjat.EEN- NEER w Caoddaa the Werk aulnanmOY an ami d i ENGI- NEER NEER will d CO acid fmaratt ddi amm W deliver w OWNER and CONiRAC1OR • de out& Caafia. Of Sub tunmltml Or Gan twin a rewdsatire Ea of itam 'h aomdad a mnmacdl GINE) .tch alua{m farm amudve ma, a—., u ENGINEER WN M i[ad nota evtaidaadmdanyobjmlons Oram OWNER. i therimeat at ENGIN of theI dOive to R tm! Wal CamalaR% ENGINEER w01 daiirer ro OWNER art CO Vid.OR a winmr®mm�,ba' sswdi ER CONTRAMpawl int Elulwyadnbaawem OWNER std CONTRAMR wio nmqc.I to.marry. main.,m, fma.1.10ui.c.herr, ER da. tnamnmcaMwaaand mh Patin Unless OWNER and CONIRACIOR spm pthetwix in wadni and w infarct ENGINEER in writing ptia w ENGINEER'. Issuiry the dcfiaidve=Wa.b dSubaoaWCmlgoiOa ENGINEER', .[amid nmmmmduim w01 be bndiop on OWNER sad CONTRAMDR twol foul RYwnm 11.9. OWNER shall h.ra the right to aaaiude CON[Sf aC- TOR front, theM xftc the due dswmndy ComNaion. htn OWNER shall Wow CONltlAl.1O0.reaaoavbleacmw ammkaa Or aarm.I. on 0e tmutire I'at (bdd Udl®au 11.10. Uxby OWNER.OWNER'nopaondaaygab. ,aamOYamWCfdpasdtbe DoOotmklu l0hss OWNER. b®MEERd it Ou NT Ra,rao .anf)owNEA. ENGINEER W CONSRACIOR spm Comwun a cepa• byo ftmm fm stdusablepntdthe Wa4mbufiom used Iry OWNER fad RAM .Pf wRJaaC icraanna- Tammwith CONTRACIOA'.pdfu®rm dtheatial a d de Wak mY b<ampq>luhd pnm b SuOmnval plmm dYl Me Work mblcn w the fo0ow� 11.10.1. OWNER u any ®ta my rmptnt CON. Tp. ink io writing w Paco OWNER w the my doh mndoc Work wluh W bvddad tru b wObWmNaaEAhlly co. pbdbe If CON' TFALlO0. spm tdt sat pan Babe Work 4 WNER mllYmmWue•CON1.A toll Oft.Worw OWNER ... caanauppn tbt neo mndNe Wako mb3an- C®plm'mn fm du[ airy tiara mar int ituq Wu CONm e Wwk rddy lm hr Work Within a mammae mu artaaand nam , OWNER CONTRICIOR art ENGINEER Rall make a hupmrOa d that put of the 9Nrk to datmao. is ars d manatoim. If ENa WEER dm not mmida ou no, doe Werk tube wlmadlYcompletn. ENGI- NEER WI may OWNER ud W NERACIOR in wit - Int Crinp the swot oordm. If ENGINEER CoMoki. thin pan of the Work to a utbaouallY anmpAea oe MAA. of paaap-aphr 11.6 nrd 11.9 w01 apply w tapes to aadimticn of Submatol C Pladaa d 0dt Fort oowamfo" ft u aaaa oo on. Mrion d raPO bORY ^+ 11.102 No aacmanae a acmntn apawm of pan a the wmk vnll bra .mmlplirhM prim to mab0atm r.'IN Nereptdtamanu ofparaaaph 5.15 in rcag sdpromotr iraunnm. E:wlmyamn�a. 11.11. Upon onium nadre bmnCOO[NIRAL Roo`` aha OWN dm rt or wart w apart Portion and CON. N EERwill mateafinaltmarn'mw lk 10 �,�a d all "f5UCf0R art will amity, GONfwrSv 00700-40 pudwlus In which Nu iwpomon m . to to Wort it hmtnplee of edcncc. CONTRACMR "I iffVM y ubewel mcamouIon IlpmiryWenmpl... webwa (n .11 ,.uob dd+daou. N iiwel App+ma.J �' 11.IY AmCUN7RACIORNINERaMwwar- rtmau to e nddamon Of ENGINEER aui ddirwed in scmdjns j wit the t. a Ozw all - SMA rte uJ camwtt imvumbnt advkulet waraneub Eprkt ewif atesorotaeridcr afitoou ppubW by parW+Wt wtVl^ •• Of Imp %6.19 p cnho p rrmN d CONTRn't lu pmridM in nue w icui)andotadaevado.CONiRAC- TOR nvY In, apdi M for Ifl payment !down the ...,..msec fa Orvvou wrmwt 71u fitd Appfolian fa to Cone Dmmvnt. • we.n- 11.11. If. dttouph m fwlt of CONIRACM& fad onn. fiction of to Work 8 tisrffn dl dJaKd W V ENOMEER to anfimu. OWNERshA upon rmdpt of CO NT ACMW. fmJ Amuation for Paymat uk reamvaMadan a ENGI- NEER. mk widest te®todttt to AOmnwt- a.ltc My- oem of to b.,... da for Dwt P.Mi. ( to Wotb (ally mvlquod sod Lone,". if the Icnainb V bsl o on b be bold by OWNER fawta tont uly-oovltoolota Vlon Uav Ne Kuioaw ldpuhtd m to Apeellwt W V Enka bare boon fttn 5 u Icgwcd in pu Wtob 5.1. the wri0on oon- acm a the Ix ny to to wymen d the i -it, due (a tbu porton of no Wab my cwmkud aM wceaM malt be obmiaad by COMACIOR b ENGINEER wbh the Aptdi- a fa sorb royt Sot Ft,yootOt da bo pude wldn tN lams W mMidom towaaN bud Mymcn, e+aptWt it shall rot momma. • wirer of9 iltchlditt{bu ton tmm west eynoax et wur�... �.-I,�.. b tatraphs fioJ w:eefamo: rJusc. Or oomftcwswe pny , otd. ,Hees; pytvat aIk III amOY ER IcpllY Ynnyn N.IS. 71u Oukiw uk ampunrs Of fitd paymat wN U. is or / o1J10ws a It on;; r ,i-- wit to Wert. in lice of rJese Or f" in coati.fsngrY fth 0. fibk in of Lm R. when Of lieu uk a. wpo ed by OWNER. 11.13.1. • wirer of JI els®t by OWNER aP uon `O `bL. ous in NEa of TONTRACrOR CUN r fbolmlmtrNM Licht MJhdavb too0 ho CONTRACTOR than (E dte alaus attd r . huhlde Wa14 a 7mla'doo Pmat' frmm deAL Wo& ouir, dt'. d labor, scrv2ct. caAd por.,rc - wit Ne 1, ft. waw ppb I/.11, bon fuTof a pytWwmpnatfprtWfMaIia be NM. aM OI tE µytdb, nwafal srld equwrnt bids W Contne Do®tenu y plow wola�'+ alh OWNER ,00 t oNr A R's - sadfid dcra.afwn CONIAACIOR's cwbpdot ob wNER',aopony kMw.-Y— bet000n a OWN Y mldtt In wY liptbm urea to ConvsSt Drourcms: aM f , ononn or bon pak of wfunnu udted. If NY Sttbblleea or or odho Stmpliu !silt w ftmbh sutlt • r'. • or roeµ M NV. 11.132 •wJ.adJl Gs'vltsbYCVNiR.'1-'fORsg+imt TOR mar fwnoh • EOM aaN- C,,oq OWNER otn dvn shote pniowlY msde m wide W NER ftc wy Iwwry to GWNER Io iMonmifY OWNER aPImt wYlia. w aGllumnaM. fiwfPt,—AIWAmprnss: 11.0. If, a ra bam of ENGINFhoRA'stiOl - don of the Wort '. to nno th. f od Nal Inspccuan. ud nt NEER's review of to fins Applioaipn !a PaYnttnl aM �y ENGI naantfd�tey the iva bnn mmpin W CONSRACIOR'I other oblip to one to Conwaa Domunrntt tare bmt fbWlc& ENGINEER 11. whin on data ahu reeipt of to firul Appliedoo for nytnent. bull - in wddttt ENGINEER'. t .00= kon of ptYtnae uk pnaart to AMIlorion tp OWNER fm MY - mar. At to son done ENGINEER wbl ho nve wnn,o ,oda to OWNER ud C NSRACTOR thu to W IS wapcbie wbi= b to povidone of puaprph 11.15. Ot- n ENGINEER will non Ne Apµiadon to CON. TRAcroR. IMtadnt in wa " to retatu fa ref l t w mrunanmd Nal wytoat i n wWch ossa MMAMIt J W l mato to n®ry eom vian and reubmb the Appliatbn. 1 JnY day.ap>tcpteemubnwOWNER dthApplla- tion a aoeempwyiM d,obootution. in appropr'vte form ark wbmrta wd with ENGINEER'. r®ounadmlon aM nod. of u op bllhy. to annum mean. n&xI by ENGI- NEER wi11 bcceec duo aM wip be paid by OWNER to ARTICLE IS SUVENSION OF WORK AND TYRMINATTON OWN&! Nq stoped w>t IS.I. Al wY time vd whom euae OWNER msy wr pond o,o Wohasonpo+d M thuenf fa•parda mom tNn I NEE days by r ,fin wd o CON7"Will W ENGINEER Tp wlt I dart on , tv Woh'^+71 be on ltol. CONTRYLTO0. shJlo tl to Wokonthedue w fiaaL COtA WL10R sNR be Jlvccd sn adl" I' 'IF Conuact Biceonioenvdlpn Mto ON atoth. dirtdY amiWNw oeanY atlt wtpcnaoonK ifCOMRMDDR makes w . appvM Jaim rMda u p .. . in Aadtlea 11 a 1Y aswEft mo Taste 152 Upon to oswma of wY oa a ante of dm rwb "e . 00700"1 1321. O CONTRACTOR ,ess enUY bib b perform The War, in gccacaarre vim me Con. D.. fin. eluding. lwt not liabod b.W. bmWy drk..sou,d woos. or rYll]h a mLaY51 or Ogwmoont or (a. 10 a9mimepft.0 Wddeewousurd wdapvrpa6M 29 u djustd fwm time w rime mmorn To eralmM 6.61: 1322 if CONTRACTOR dive sou live or RnfWe. elan of my public body haringjmvdicdpm 1522 i( CONTRACTOR dents Nr me add ft of ENGIN EER: or fusel Y my;oo ACTOROn Cenevidnn NNypub tnebl w'tY gnY mvv'dav d me Gasser Dmmsmes; OWNER —Y. d sr giving CONTRACTOR lad the bey, w my.) uam "Yi wa(em mum god b me sone permit. Id by Nd Re,utmena, tamieue the savisa of CONTRACTOR. exclude CONTRACTOR fmm she site god me pons¢dun of the Wart grd of gll CONTRACTOR-, Ioab. oppliaesei mmwcuon muipment"'eiateryu me sib"use on same b me full eeremmey muW be used by CONTRACTOR (without liability b CONTRACMR for sneems or mnveralon). broroorue in to, Werk ell maul. W al m.i neent used u the site or for whieh OWNER Ins, paid CONIRAGIOR but Whisk are (tad nitcwhae, W hush she Work n OWNER may dam "Prelims. in such . CONTRACTOR (bill not be mall to raelve any forther Paymsel until she Work Is finished. lithe unpaid 6aWurs of me Canuaa Pei« emend, a elaims. eotY. bun and damages ououinod by OWNER arising mt a(er mauldng from wmpluing me Work ouch...... Will bo paid w CONTRACSOR If mch tames. coup, boss and dun - Nn excel such unpaid bUNcc. CONTAACfOR shall pay the diffe nee to OWNER Such etaimt. mets, losses Nd damages immrrd by OWNER will be trat-d by ENGI- NEER u b Neil rcataublenens me whb a Npmvd by ENGINEER irrmrypatd in a Change Ode,, pmridd s,u when exertmol my rights orrc o4ia under this panaoph OWNER shall not be re9uird to obw. me lost prion for she Work pafaed. 153. VArae CONTRAL'TOR'a scrxu lout ben w ta- mirurd by OWNER me umurutian wi11 nor e. my rights areendies -(O"ER spies CONTRACTOR Oen camping whieh —Y sh v amue. An, rou don or payment of moneys due CONTRACTOR by OWNER puff not rttase CONTRACTOR from lobliry. 154. Upon st m thy,, wriwu notice to CONTRACTOR ad ENGINEER. OWNER may, wmbYt arae W caiman prefdiR w my other right or rmledy a( OWNER. el. b tmmimre she Agooammt. in suer, ax. CONTRrCIOR stall be paid tw dupliemion of Nv bent,, 15.1.1. fm complerd and amyubr Woh ermrui in � pule the Co.. fJswgrvu mix IP me,ff¢- d— due atmniruupn, iMWirg b'v W teamable awes fa avuhmd ad profit on a—b War: 1542 fa W Irrmim euxdpprn"orngei'ippda bd ImraiO, a mprrme [hc e4Ctiae due u tmdtd by meGy n menu in eonrcmpn wim uagoplerw Werk. flue fab W mvnonsbk suum for orcdumd ad p,& on NW 4pgteue: ISAJ. (agO tlgims.mgro.baeagddveagpa inpvtd uNmmt d lmnmvN meuasv w{m 5ubmrmaaag- S(ppliax W seer. god 1514. fa tnsonade sspemn dirmlY g[re3rergble b tmmM1miae CONTRACTOR tM1a0 mt be pod m mum a( ba a muegend modes or. a omen ema®e Ions ge®tg no, ofer resulting hum wrh tmt®vdaru CAMR.IOORgfq Sep wnrkarr.wu.e ISS. If, emus, m to a hot of CONTRAC1pRdbe , was is (spell f«. pcipa ormart tLgn oinmy en by by, se of TNEER adao(M 0memopuWbouWa- Iss te ENGINEER fuTa b ga en my sel or dpe fa AYment ploy' miat don ohm h bCMRm g OWNO2 fv'bfa mirry don topatent CON RAC Raw fmWn d &Y'lmd w i due. [hm OWNER NTE AL 1E O rpm m m rayl wriva notice b INFER re ENOTNFFA, gl provided OWNER or ENGINEER e pot Atagreme, aa vum wr lima eembeo rho Alum ..T and firs. Within mem u mvidd in rgrph 15.1. 1. lust of s ralhcr Tight me TensetereoUd, if Nd NEER ss We CC b toy um« ilic t « rcmdy.OENGINEER hu fvld b.1 m N Application for Payment Wed mipt don ahsr it u oubmips4 R OWNER M1ao full for wino bn s0 wY CONTRAR my ow socodutdcrcmdnd bbedue CONTRACTORmay NEE ace day's eb now "Itis t OWNER and d. NEER ..up 0e work unto payment of oil tueh gmomu nom CO posot OR including iecrtn mama. The pmvCON- of mit pafirs. Tonkin, grc net inmdd b pial ml CON - an I.- free making Claim ala Tun 11 and 12 far it Contract M.orGomua Tunes or CONTR be for npvun or mirage direOYouriyuta,leto,rm,h. G i0R't stooping soh u permivd by mit paragrapM1. ART= ISP= RE.SOfiPTION If W to me "sent Out OWNERal CONTRACTOR iwe .greed m the eemwd and precdme for thin mw dbesd— ba.em (hero Out nay vine under this Apemms. enm d'upu m malm.oa molal gd prtW este d NY• giuR be Y get faMin ExWbitGC-A. •.OiMrb RmIuOm AOcmaot" b be avaGd Iwcw ad pude •son here(. Neo u L.Pae^e less on me mNN aM vmedurt fa rvdriry wCr dlwutc ues burn rvcML ad wbjca m On prvr'v'v..0 of Iona V spots 9.10. 9.11. W 9.12 OWNFA al CONTRACTOR emY eeamc 00700-42 tutlr rYhu or romdiu uGi,hor YoNGrwiaeturcurdud+ COo,o, pbormcnu or by Reaubdcor io' Mof anyd'uwre. ARTICLE 1l—MISCELLANEOUS ,�,Artl : 17.1. WFrncu wt' povisien of NG Canoga Docwmwu oo,obcr Ne Ga'FV dwomai nodca b wiw bo dool-d Ne iMi ''.goal aro baen validly pvro dddivcrd hr pu+w • menbc of Ne 6. w w an e of rhe GrlrP—r for whom itu Mrcda or if dciivoulor w��oyr ld My Mi . Iw'°� & knovmw NG iv. Ce Pp -ell 1721. Who a , ,nod of rMe b rdurd b io Ne D000m by"YU u w9 be owWu�ca�tludaGY Ne 6rrt and iacdude dr Iau "Y d auob Pum dant web D'dod (W 00 a Suwday or Sunday w oo a day �da�l be ood ft.. th. wmN �k jompM1 1722 A Badu day of ncog'(f Foos moomd (ram midnipr ro NG nen midolihr "I wnuiww •day. Acdcn /rrmer 173. M RMcr iryuY ar vo,omon,wrtYb.r.yymon;orof act of Ne oNu wnYor Of o=of N< O m putt' a Gmektdiy OT ycd r, ONci (or wb, dOS r -t WhC,nY lG k(UIY 1iWk. tlaim 11 beft inwridn(rGN Of -h tojOry or rmomb" time of NG of abwrYanGe d wch 1 no, or dan - The Dm^G'°At of N4 WMnd� 17J rNll not Fe oo.od as a aobWo,o for or a wiw of No DroAfk- of any aPpu-k —. of Fmludow a ruyore. Cwnvl®rt Ravdfur �A.1. Mduda and oblipdane imposd byN«Ocnad CoMida�u and Nc rilhu aM �n aruT+Nc Faamdcr to Nc Dcrdu houG. and. k Danialar bu 1 rNpuc Iurvario n. Nc . RACTOR poran�cs ab .1L 6.km bnpmal own CON-. TR/Z107R by ,raylaDha 6.12 6.16. (Jd. 6J1. 632 D.1. 11.12 Il.la. in E 153 and JI d Ne rl(bu and rGmd O avadaMc ra OWNER and ENGINEER NoaMx am in adidon w. and uc as w be mrtwd in wu� orall of limlolwtd. anY ri{bra Wrrardica0 Xv obyylavn.ar' R4duic. by awdal warruny oro, r000bOo or by� d Ne Ca�mrGr Decnmani and dx para rhb rynFaDh will be u eQ>riYe u drtDared 1�Ou+6y, InY, Ne Carman Doo o o - bO wmmio^ uW d.y. 06tipuon. 60" a remedy w" Ob Noy a*Y, rrn/Gd^^°�Frn mdca�ar Cam (nda� V.S. WFme..urdcrcrceumade ro'tlaim+.raraa, Igoe* aM damwr: hslW vidud<in each�bm nu be lkdrd ro. all fag W GFar{G%of en®nan• uGfihma. women and aNn vrofailanala.nd dl rnarr ar.rbia,dm. or aNm anww rGWudan cmre. f(hG rWmm of rhn { o, wag Idt bWk inwndaaallyI 007007 6706.050 EXHIBIT GC -A TO GENERAL CONDITIONS OF THE AGREEMENT BETWEEN OWNER AND CONTRACTOR For Use with EJCDC No. 1910-8 (1990 ed.) DISPUTE RESOLUTION AGREEMENT OWNER and CONTRACTOR hereby agree that Article 16 of the General Conditions to the Agreement between OWNER and CONTRACTOR Is amended to Include the following agreement of the parties: 16.1 Before bringing any action in court pertaining to any claim, dispute or other matter In question arising out of or relatlnd to the Contract Documents of the breach thereof, except for claims which have been waived by the making and acceptance of final payment as provided by Article 14.13 of the General Conditions, the claimant/objector shall first define the dispute to the other parry to this contract in writing and make a specific demand for settlement of said dispute or claim. If the other party fails to accept said demand or dispute, or offer a specific counter -proposal thereto within five 15) days of the receipt of such claim demand and settlement proposal, the claimantlobjector fails to accept any counter -proposal from the other parry within five (5) days of receipt thereof, the other party shall be free to submit the claim or objection to litigation In accordance with subparagraph 16.2 hereof. 16.2 Any claim, objection or dispute arising out of the terms of this agreement shall be litigated in the Nineteenth Judicial Circuit Court in and for Indian River county, Florida and the prevailing party to any resultant judgment shall be entitled to an award of all reasonable attorney's fees and court costs incurred by such prevailing parry against the losing party, including reasonable appellate attorney's fees and taxed costs. 16.3 The CONTRACTOR will carry on the work and maintain the progress schedule during any such efforts to settle or litigate claims/objections or disputes between the CONTRACTOR and OWNER under the terms of this Agreement. 00700-44 arms 6706-050 SECTION 00800 SUPPLEMENTARY CONDITIONS TABLE OF CONTENTS PART I - AMENDMENTS TO GENERAL CONDITIONS Article Number 1"I 1 DEFINITIONS 2 PRELIMINARY MATTERS 3 CONTRACT DOCUMENTS; INTENT, AMENDING, REUSE q AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS' 5 BONDS AND INSURANCE ^ 6 CONTRACTOR'S RESPONSIBILITIES 7 OTHER WORK B OWNER'S RESPONSIBILITIES S ENGINEER'S CONSTRUCTION 11 CHANGE OF CONTRACT PRICE 13 TESTS AND ACCEPTANCE OF DEFECTIVE CORRECTION, REMOVAL OR DEFECTIVE WORK 14 SUSPEENSION OF WORK AND TERMINATION 15 ION LETION 16 DISPUTE RESOLUTION 17 MISCELLANEOUS PART II - LISTING OF FORMS TO BE USED DURING PROJECT CONSTRUCTION NOTICE OF AWARD NOTICE TO PROCEED FIELD ORDER WORK DIRECTIVE CHANGE CHANGE ORDER APPLICATION FOR PAYMENT CERTIFICATE OF SUBSTANTIAL COMPLETION FINAL RECEIPT PART III - RESIDENT PROJECT IREPRESENTTATIVAUTHORITY OF E SUPPLEMENTARY CONDITIONS 00800-1 =IR6 r 6706-050 PART 1- AMENDMENTS TO GENERAL CONDUIONS These Supplementary Conditions amend or supplement the Standard General Conditions of the Construction Contract (E)CDC Document No. 1930-8,1990 edition) and other provisions of the Contract Documents as indicated below. All provisions which are not so amended or supplemented remain in full force and effect. ARTICLES. DEFINITIONS SC -1.10. Insert the following language at the beginning of paragraph 1.10. SC -1.36. Delete paragraph 1.36 in its entirety and replace with the following: 1.36. Specifications - Sections included under Division 1 through Division 16 of the Project Manuel as listed in the Table of Contents. SC -1.38. Insert the following at the beginning of the definition. Contract Substantial Completion shall mean either that all on-site Work including punch list items required by the Contract have been completed to where the Contractor can vacate the site and only those elements of a submittal and closeout nature remain for the attainment of Contract Final Completion, or in the event of mutual consent, as provided for in the Contract Documents, the OWNER has occupied a portion of the Work, then Substantial Completion shall mean that. trot . 6706.060 SC -1.46. Add the following new definitions after paragraph 1.46 of the General Conditions: 1.46. Conditions of the Contract - The combined General Conditions and Supplementary Conditions. 1.47. Project Manual - The invitation for Bids, Instructions to Bidders, Bid Form, Agreement, Bonds, General Conditions, Supplementary Conditions, Specifications, and Appendices. ARTICLE 2. PRELIMINARY MATTERS SC -2.2. Delete "ten" In the first line and replace with "three". SC -2.3. Delete paragraph 2.3. of the General Conditions In Its entirety and Insert the following in Its place: ii 2.3. A Notice to Proceed may be given at any time within thirty days after the Effective Date of the Agreement. The Contract Time will commence at the time specified in such notice or, If no notice Is given, thirty days following the Effective Date of Agreement, provided that the Notice to Proceed may not specify a time of commencement later than 60 days after the Effective Date of the Agreement. SC -2.6. Amend the first sentence of paragraph 2.6 of the General Conditions to read as follows: Within ten working days or fifteen calendar days after the Effective Date ... . SC -2.7. Delete paragraph 2.7. of the General Conditions in its entirety and Insert the following In Its place: } 00800-3 f/31N6 6708.050 2.7. Before any Work at the site Is started, CONTRACTOR shall deliver to OWNER, With copies to ENGINEER and each additional Insured identified in Article 6 of the Supplementary Conditions, certificates of Insurance (and other evidence requested by OWNER) which CONTRACTOR is required to purchase and maintain In accordance with the requirements of Article 5. ARTICLE 3. CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE SC -3.1. Add a new paragraph immediately after Paragraph 3.1. of the General Conditions which is to read as follows: 3.1.1. Each and every provision of law and clause required by law to be Inserted In these Contract Documents shall be deemed to be Inserted herein, and they shall be read and enforced as though It were Included herein, and If through mistake or otherwise, of cher party, Is Contract rted, or If not correctly Inserted, hen upon ct Documents shall forthwith be the app physically amended to make such Insertion. ARTICLE 4. TBOF LANDS; REFERENCE POINTS FACE AND PHYSICAL COAD SC -4.1. Add a new paragraph immediately after paragraph 4.1. of the General Conditions which Is to read as follows: 4.1.1, if all lands and rights-of-way are not obtained as herein contemplated before construction begins, CONTRACTOR shall begin the Work upon such land and rights-of-way as OWNER has previously acquired. SC -4.2. Add a new paragraph immediately after para0raPh 4.2.1.1 of the General I Conditions which is to read as follows: L� L 00800-4 Y 212IN6 6706-050 4.2.1.1.1 ENGINEER has relied upon the data obtained from subsurface investigations made at the site in the form of test borings. Such data is in the form of boring logo in available, refer to Section 00200, Informnties to Bidders, for instructions on how to obtain this data. The locations of the test borings are indicated on the Drawings. Such logs and samples are not part of the Contract Documents. EC -4.4 Contractor is responsible for measuring and recording existing Swale elevations at 100' intervals prior to construction. Existing &wale elevations shall be maintained throughout construction. Contractor is also responsible for preservation and/or replacement of any and all existing permanent survey moaumentation affected by construction. Add a new paragraph immediately after 4.4 of the General Conditions which is to read as follows: 4.4.1 ENGINEER may check the lines, elevations, reference marks, batter boards, etc., set by CONTRACTORS, and CONTRACTOR shall correct any errors disclosed by such a check. Such a check shall not be considered as approval of CONTRACTOR'S work and shall not relieve CONTRACTOR of the responsibility for accurate construction of the entire work. CONTRACTOR shall furnish personnel to assist ENGINEER in checking lines and grades. ARTICLE S. BONDS AND INSURANCE SC -5.1 Delete the sentence of paragraph 5.1 of the General Conditions in itsentirety and insert in its place: "The CONTRACTOR shall furnish a payment bond for 100 percent of the total amount of the Bid and a performance bond for 125 percent of the Bid as security for the faithful performance of all of the CONTRACTOR's obligations under the contract documents." SC -5.4 The limits of liability for the insurance required by paragraph 5.4 of the General Conditions shall provide coverage for not less than the following amounts of greater where require by law: 5.4.1 and 5.4.2 workers' Compensation (1) workers' Compensation Statutory (2) Employer's Liability $1,000,000 00900-5 a L 6706-050 5.4.3, 6.4.4, and 5.4.5 Comprehensive General Liability Including PremiselOperations; Explosion, Collapse and Underground Property Damage; Products/Completed Operations, Broad Form Contractual, Independent Contractors; Broad Form Property Damage; and Personal Injury liabilities: (1) Bodily Injury: 51,000,000 Each Occurrence $1,000,000 Annual Aggregate (2) Property Damage: $1,000,000 Each Occurrence Annual Aggregate (3) Personal Injury, with - employment exclusion deleted. $1,000,000 Annual Aggregate 5.4.6. Comprehensive Automobile Liability including all owned (private and others), hired and non -owned vehicles: (1) Bodily Injury $1,000,000 Each Person $1,000,000 Each Accident (2) Property Damage $1,000,000 Each Occurrence 5.4.7.1 The Insurance required by paragraphs 5.4.3 through 5.4.6 shall include the ENGINEER and ENGINEER's consultants as additional Insureds. SC -5.4.13 Add a new paragraph Immediately after paragraph 5.4.13 of the General Conditions Which is to read as follows: SC -5.4.14 CONTRACTOR may purchase and maintain excess liability insurance in the umbrella form In order to satisfy the limits of liability required for the insurance to be purchased and maintained in accordance with paragraph 5.4. Evidence of such excess liability shall be delivered to OWNER in accordance with paragraph 2.7 in the form of a certificate Indicating the policy numbers and limits of liability of all underlying Insurance. The umbrella liability insurance shall have a combined single limit of not less than $5,000,000. 00800-6 I' 313196 6706-050 SC -5.6 Delete the first sentence of Paragraph 5.6 of the General Conditions and replace with the following: 5.6. CONTRACTOR shall purchase and maintain property Insurance upon the Work at the site, written on the completed value form, in an amount equal to the total bid price for the completed construction. SC -5.7. Delete paragraph 5.7 of the General Conditions In Its entirety and Insert the following in Its place: CONTRACTOR shall obtain Insurance which complies with the requirements of The Flood Disaster Protection Act of 1973 (Public Law 93-234, December 31, 19731. SC -5.8. Delete Paragraph 5.8 of the General Conditions in Its entirety and Insert the following In Its place: 5.8. All the policies of Insurance (or the certificates or other evidence thereof) required to be purchased and maintained by CONTRACTOR in accordance with paragraph 6.6 will contain a provislon or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least thirty days' prior written notice has been given to OWNER, ENGINEER and each other additional Insured by certified mall. SC -5.9. Delete paragraph 5.9 of the General Conditions In Its entirety. SC -5.10. Delete paragraph 5.10 of the General Conditions in its entirety. SC -5.11. Delete paragraph 5.11.1 of the General Conditions In Its entirety. SC -5.12. 00600-7 llTfls 6706.050 Delete paragraph 5.12 of the General Conditions in Its entirety. SC -5.13. Delete paragraph 5.13 of the General Conditions In Its entirety. SC -5.14 Delete paragraph 5.14 of the General Conditions In Its entirety and Insert the following In Its place: 5.14. If OWNER has any objection to the coverage afforded by or other provl§Ions of the Insurance required to be purchased and maintained by Contractor in accordance with this Article 5 on the basis of Its not complying with the Contract Documents, OWNER will notify CONTRACTOR In writing thereof within ten days of the date of delivery of such certificates to OWNER In accordance with paragraph 2.7. CONTRACTOR will provide such additional Information In respect of Insurance provided by him/her as OWNER may reasonably request. 00800-8 b31NS •F F, (.-e -- z Eps cars rsweL.0 w.rteao" ay pptsmx LNEY txo<LF j (p ip iLxoS'V^UiXiX'E"v M<X0.EE0.5xiL G[R[VKR4EOtl ryertMFXp, fti.. Ep[XI COYEMLe Y F...0 Ii SRE I. -U ELYW. COMPANIES AFFORDING COVERAGE p wr UnFR B 0 ER G SwfnfR • O cows • E / rq<r MIVOER xtwvutaM• fWppyfMM FOH O • r��fp,UEg[ylIiYYlyMMyl1nn[99 506 �' pAmq•f WVHF WLA IRaLCssrsvuimovYmrs � \\ o>mvcmu ` eTfriWxx Eblr/AWS IFraFL wwSrwctnw�ou t �/ _ H0.5dx! nXR• NLMMB UI1m O'Fa'.rF.61 ( \ �� xS. v.RrtE wos (4GnH.": u'9 \ \ � txE ENIIOiEM'UYWSY I 1000 le 1000 PmsoxwLNwpr Is 500 fpX LF OPPANn.•SiCG5pN5NfxtlE%rE<ul xEPS •. OIAN RIVER COUNTY TO BE AN AODITIONAL INSURED FOR THIS PROJECT Imo Dresser 6 MCKee Inc to be an additional insured for this ro ect .f- PIR UIDTibAx<ALE NE t00YE 0E5Lw01EEP x0UC00 PA UYDE U FRf0LE Ey 1.. !DIAN RIVER COUNTY xo0 2STH STREET0.LIO BEACH, FL 02960 andp Dresser &McKee Inc. I L CERTIFICATE OF INSURANCE -PLEASE TAKE NOTE OF THE FOLLOWING 1. DESCRIPTION/ SPECIAL ITEMS MUST READ INDIAN RIVER COUNTY TO BE ADDED AS ADDITIONAL INSURED. 2. CANCELLATION MUST READ ENDEAVOR TO IS TO BE DELETED AND IT IS 30 DAYS WRITTEN NOTICE. 00800-10 6706.050 ARTICLE 6, CONTRACTOR'S RESPONSIBILITIES SC -6.3. Add a new paragraph Immediately after paragraph 6.3 of the General Conditions which Is to read as follows: 6.3.1. Regular working hours are defined as 8 hours per day, Monday through Friday, excluding holidays, between the hours of 7:00 AM and 7:00 PM. Requests to work other than regular working hours shall be submitted to ENGINEER not less than 46 hours prior to any proposed weekend work or scheduled extended work weeks. Occasional unscheduled overtime on weekdays may be permitted provided two hours notice Is given to ENGINEER. 6.3.2. CONTRACTOR shall reimburse the OWNER for additional engineering and/or Inspection costs Incurred as a result of overtime work in excess of the regular working hours stipulated In Article SC -6.3.1. At OWNER's option, overtime costs may either be deducted from the CONTRACTOR's monthly payment request or deducted from the CONTRACTOR's retention prior to release of final payment. Overtime costs for the OWNER's personnel shall be based on the Individual's current overtime wage rate. Overtime costs for personnel employed by the ENGINEER or OWNER's Independent testing laboratory shall be calculated In accordance with the terms of their respective contracts with the OWNER. 6.3.3. This Agreement is subject to the applicable provisions of the Contract Work Hours and Safety Standards Act, Public Law 87-581, 87th Congress. No Contractor or Subcontractor contracting for any part of the Werk shall require or permit any laborer or mechanic to be employed ch the Work in excess of forty hours in any work week unless such laborer or mechanic receives compensation at a rate not less than one and one-half times his basic rate of pay for all hours worked In excess of forty hours in such work week, as the case may be. 6.3.4. CONTRACTOR shall employ only competent persons to do the work and whenever OWNER shall notify CONTRACTOR, in writing, that any person on the Work appears to be Incompetent, disorderly, or otherwise unsatisfactory, such person shall be removed from the Project and shall not again be employed on it except with the consent of OWNER. SC -6.8. f Delete Paragraphs 6.8.1 and 6.8.2 of the Generrl Conditions in their entirety and Insert the following in Its place: 00800-11 aures L. L 6706-060 6.8. CONTRACTOR shall not employ any Subcontractor, Supplier or other. person or organization, (Including those who are to furnish the principal Items of materials or equipment), whether Initially or as a substitute, against whom OWNER may have reasonable objection. Acceptance of any Subcontractor, other person or organization by OWNER shall not constitute a waiver of any right of OWNER to reject defective Work. CONTRACTOR shall not be required to employ any Subcontractor, other person or organization against whom CONTRACTOR has reasonable objection. SC -6.9. , Add a new sentence at the end of paragraph 6.9 to read as follows: 6.9.3. OWNER or ENGINEER may furnish to any such Subcontractor, Supplier or other person or organization, to the extent practicable, Information about amounts paid on their behalf to CONTRACTOR in accordance with CONTRACTOR's Applications for Payment. SC -6.31. Add a new paragraph immediately after paragraph 6.31 of the General Conditions which Is to read as follows: 6.31.1. The Contractor shall Indemnify and save harmless the OWNER, ENGINEER and ENGINEER's Consultants, agents and employees from all suits, actions, or claims of any character brought on account of any Injuries or damages received or sustained by any person, persons, or property by or from the said Contractor, or by or in consequence of any neglect In safeguarding the work, or through the use of unacceptable materials In the construction of Improvements or by or on account of any act or omission, neglect or misconduct of the said Contractor, or by or on account or any claimed or amounts recovered for any infringement or patent, trademark, or copyright, or from any claims or amounts arising or recovered under the Worker's Compensation Law or of any other laws, by-laws, ordinances, orders, or decrees, together with all costs including counsel fees if OWNER need defend any such suit, action or claim, and so much of the money due the said Contractor under and by virtue of his Contract as shall be considered necessary may be retained by the OWNER, or in case no money Is illus, his Surety shall be held until such sults, actions, or claims for Injuries or damges, Including counsel fees, shall have been settled and suitable evidence to that effect furnished to the OWNER. The Contractor shall guarantee the payment of ag just claims for materials, supplies, tools, labor, or other just claims against him, or any subcontractor In 00800-12 r [;LQ:1r1X� connection with this Contract, and his bonds will not be released by final . acceptance and payment by the OWNER unless all such claims are paid or released ARTICLE 7. OTHER WORK SC -7.5. Add a new paragraph Immediately after parsgrat h 7.4 in the General Conditions which is to read as follows: 7.5. Should CONTRACTOR cause damage to the work or property of any separate contractor at the site, or should any claim arising out of CONTRACTOR's performance of the Work at the site be made by any separate contractor against CONTRACTOR, OWNER, ENGINEER, ENGINEER's Consultants, the Construction Coordinator or any other person, CONTRACTOR shall promptly attempt to settle with such other contractor by agreement, or to otherwise resolve the dispute by arbitration or at law. CONTRACTOR shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold OWNER, ENGINEER, ENGINEER's Consultants and the Construction Coordinator harmless from and against all claims, damages, losses and expenses llncluding, but not limited to, fees of engineers, architects, attorneys and other professionals, and forms of dispute resolutions) arising directly, Indirectly or consequentially out of any action, legal or equitable, brought by any separate contractor against OWNER, ENGINEER, ENGINEER's Consultants or the Construction Coordinator to the extent based on�a claim arising out of CONTRACTOR's performance of the Work. Should a separate contractor cause damage to the Work or property of CONTRACTOR or should the performance of work by any separate contractor at the site give rise to any other claim, CONTRACTOR shall not Institute any action, legal or equitable, against OWNER, ENGINEER, ENGINEER's Consultants or the Construction Coordinator or permit any action against any of them to be maintained end continued In Its name or for Its benefit in any court or before any arbiter which reeks to impose liability on or to recover damages from OWNER, ENGINEER, ENCINEER's Consultants or the Construction Coordinator on account of any such damage or claim. If CONTRACTOR Is delayed at any time In performing or furnishing Work by any act or neglect of a separate contractor and OWNER and CONTRACTOR are unable to agree as to the extent of any adjustment in Contract Times attributable thereto, CONTRACTOR may make a claim for an extension of times In accordance with Article 12. An extension of the Contract Times shall be CONTRACTOR's excluslJe remedy with respect to OWNER, ENGINEER, ENGINEER's Consultants and Construction Coordinator for any delay, disruption, interference or hindrance caused by any separate contractor. This paragraph does not prevent recovery from OWNER, ENGINEER, ENGINEER's Consultant or Construction Coordinator for 00500-13 212106 6706-060 activities that are their respective responsibilities. ARTICLE B. OWNER'S RESPONSIBILITIES SC -8.6. Delete paragraph B.B. of the General Conditions in Its entirety. ARTICLE 9. ENGINEER'S STATUS DURING CONSTRUCTION SC -9.3. Add a new paragraph Immediately after paragraph 9.3 of the General Conditions which Is to read as follows: 9.3.1. ENGINEER will furnish a Resident Project Representative and assistants to assist ENGINEER In observing the performance of the Work. The duties and responsibilities of the Resident Project Representative will be as enumerated in a document entitled "Duties, Responsibilities and Limitations of the Authority of Resident Project Representative". A copy of which Is Included in the Supplementary Conditions. ARTICLE 10. CHANGES IN THE WORK SC -10.1. Add the following to the end of the second sentence: "...by the Utilities Department, provided that any such written authorization shall not exceed 10% of the contract bid price." L- L L 3/TR6 00800-14 6706.050 ARTICLE 11. CHANGE OF CONTRACT PRICE SC -11.4. Delete the second sentence In paragraph 11.4.1 of the General Conditions In Its entirety and replace with the following: Such employees shall Include foremen at the site. SC -11.6. In the second line of paragraph 11.6.2.2 before the semi colon add the following words "based on subcontractor's Cost of the Work"; SC -11.9. Delete paragraph 11.9.3 in Its entirety and replace with the following: 11.9.3. The unit price of an Item of Unit Price Work shall be subject to re-evaluation and adjustment under the following conditions: 11.9.3.1. If the total cost of a particular Item of Unit Price Work amounts to 5 percent or more of the Contract Price and the variation In the quantity of that particular Item of Unit Price Work performed by Contractor differs by more than 15 percent from the estimated quantity of such Item indicated in the Agreement; and 11.9.3.2. If there is no corresponding adjustment with respect to any other Item of Work; and 11.9.3.3. If CONTRACTOR believes that CONTRACTOR has Incurred additional expense as a result thereof; or if OWNER believes that the quantity variation entitles OWNER to an adjustment In the unit price, either OWNER or CONTRACTOR may make a claim for an adjustment in the Contract Price In accordance with Article 11 if the parties are unable to agree as to the effect of any such variations In the quantity of Unit Price Work performed. I ARTICLE 13. TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK L SC -13.4 Amend first sentence of paragraph 13.4 of the Cenral Conditions by striking out the first word "OWNER" and replace it with the word "CONTRACTOR". L 00800-15 1- 6706-050 SC -13.10. Add a new paragraph Immediately after paragraph 13.10 of the General Conditions to read as follows: der Paragraph 13-10 be enOtitled ton no of Contract NER stos Work nTime or increase In Contract CONTRACTOR shall ARTICLE 14. PAYMENTS TO THE CONTRACTOR AND COMPLETION SC -14.2. firstAmend the f out the word "twenty' andInsertingp striking he word "forty", In Its place, and as so emended, paragraph 14.2 remains In effect. Add a new paragraph immediately after paragraph 14.2 of the General Conditions which is to read as follows: 14.2.1. The CONTRACTOR shall furnish evidence that payment received on the basis of materials and equipment not incorporated and suitably stored, has In fact been paid to the respective supplieris) within sixty days of payment by OWNER. Failure to provide such evidence of payment may result in the withdrawal of previous approval(s) and removal of the cost of related materials and equipment from the next submitted Application for Payment. SC -14.3. Add two new paragraphs Immediately after paragraph 14.3. of the General .. Conditions which are to read as follows: 14.3.1. No materials or supplies for the Work shall be purchased by CONTRACTOR or Subcontractor subject to any chattel mortgage or under a conditional 'sale contract or other agreement by which an Interest Is retained by the seller. CONTRACTOR warrants that he has good tide to all materials and supplies used by 1- him In the Work, free from all liens, claims or encumbrances. i..14.3.2. CONTRACTOR shall Indemnify and save OWNER harmless from all claims growing out of the lawful demands of Subcontractors, laborers, workmen, mechanics, materialmen, and furnishers of machinery and parts thereof, equipment, power tools, and all supplies, Including commissary, incurred in the furtherance of op. shall at satisfactorysh the ance of evidence this thatall obligations ofCONTRACT the nature hereinabovesdesignated uhave L 00600.16 ]n1N6 1 a 0705-050 been paid, discharged, or waived. If CONTRACTOR fails to do so, then OWNER may, after having served written notice on the said CONTRACTOR either pay unpaid bills, of which OWNER has written notice, direct, or withhold from the CONTRACTOR's unpaid compensation a sum of money deemed reasonably sufficient to pay any and all such lawful claims until satisfactory evidence Is furnished that all liabilities have been fully discherged whereupon payment to CONTRACTOR shall be resumed, In accordance with the terms of this Contract, but In no event shall the provisions of this sentence be construed to Impose any obligations upon OWNER to either CONTRACTOR or his Surety. In paying any unpaid bills of the CONTRACTOR, OWNER shall be deemed the agent of CONTRACTOR and any payment so made by OWNER, shall be considered as payment made under the Contract by OWNER to CONTRACTOR and OWNER shall not be liable to CONTRACTOR for any such payment made in good faith. SC -14.4. Add four new paragraphs immediately after paragraph 14.4. of the General Conditions which are to read as follows: 14.4.1. Should CONTRACTOR neglect to pay any undisputed claims, made In writing to OWNER within thirty days after completion of the Work, but continuing unsatisfied for a period of ninety days, OWNER may pay such claim and deduct the amount thereof from the balance due CONTRACTOR. OWNER may also, with the written consent of CONTRACTOR, use any monies retained, due, or to become due under this Contract for the purpose of paying for both labor and materials for the Work, for which claims have not been filed. 14.4.2. Security is provided both by the Payment Bond and the power of OWNER to retain any monies for claims, but payment by one shall in no way Impair or discharge the liability of the other. 14.4.3. Any and all liens for work and materials may be paid off by OWNER within a reasonable time after filing for record in accordance with State and local laws, a notice of such liens except where the claim on which the lien is filed is being litigated by CONTRACTOR, and in such case OWNER may pay the amount of any final judgment or decree or any such claim within a reasonable time after such final judgment or decree shall be rendered. L 14.4.4. All monies paid by OWNER in settlement of liens as aforesaid, with the costs and expenses incurred by OWNER in connection therewith, shall be charged to CONTRACTOR, shall bear interest at the rate of three percentage points above the rediscount rate then charged by the Federal Reserve Bank, and shall be 00800-17 1121AS 6706.050 deducted from the next payment due CONTRACTOR under the terms of this Contract. SC -14.13. Delete paragraph 14.13. of the General Conditions in Its entirety and Insert the following In its place: 14.13. If, on the basis of ENGINEER's observation of the Work -during construction and final inspection, and ENGINEER's review of the final Application for Payment and accompanying documentation - all as required by the Contract Documents, ENGINEER Is satisfied that the Work has been completed and CONTRACTOR's other obligations under the Contract Documents have been fulfilled, ENGINEER will Indicate In writing his recommendation of paymeht and present the Application to OWNER for payment. Thereupon ENGINEER will give written notice to OWNER and CONTRACTOR that the Work Is acceptable subject to the provisions of paragraph 14.15. Otherwise, ENGINEER will return the Application to CONTRACTOR, Indicating in writing the reasons for refusing to recommend final payment, in which case CONTRACTOR shall make the necessary corrections and resubmit the Application. If the Application and accompanying documentation are appropriate as to form and substance, OWNER shall, within sixty-five days after receipt thereof pay CONTRACTOR the amount recommended by ENGINEER. SC -14.13.1. Add a new paragraph Immediately after paragraph 14.13 of the General Conditions which Is to read as follows: 14.13.1. Final payment will be reduced by the amount of excessive costs of plant Inspection of pipe. Excessive costs are defined as the Inspection costs Incurred by OWNER for that amount of pipe which exceeds 125 percent of the aggregate is length of each type Installed. L ARTICLE 15. SUSPENSION OF WORK AND TERMINATION SC -15.2. LAdd a new paragraph Immediately after paragraph 15.2.4. of the General Conditions which is to read as follows: 15.2.5. If CONTRACTOR abandons the Work, or sublets this Contract or any part Lthereof, without the previous written consent of OWNER, or if the Contract or any 00800.18 Lf/11N6 1 6706.050 claim thereunder shall be assigned by CONTRACTOR otherwise than as herein specified; ARTICLE 16. DISPUTE RESOLUTION SC -16. Add a new sentence at the and of Article 16 of the General Conditions which Is to read as follows: CONTRACTOR shall carry on the work and maintain the progress schedule during the dispute resolution proceedings, unless otherwise agreed by him/her and OWNER In writing. ARTICLE 17. MISCELLANEOUS SC -17.6. Add a new paragraph Immediately after paragraph 17.5. of the General Conditions which is to read as follows: 17.6. Both the address given In the Bid Form upon which this Agreement Is founded, and CONTRACTOR's office at or near the site of the Work are hereby designated as places to either of which notices, letters, and other communications to CONTRACTOR shall be certified, mailed, or delivered. The delivering at the above named place, or depositing in a postpaid wrapper directed to the first -named place, In any post office box regularly maintained by the post office department, of any notice, letter or other communication to Contractor shall be deemed sufficient service thereof upon CONTRACTOR; and the date of said service shall ba�tha date of such delivery or malling. The first -named address may be changed at any time by an Instrument in writing, executed and acknowledged by CONTRACTOR, and delivered to OWNER and ENGINEER. Nothing herein contained shall be deemed to preclude or render Inoperative the service of any notice, letter, or other communication upon CONTRACTOR personally. SC -17.7. Add the following new paragraphs immediately after paragraph 17.6. of the Supplementary Conditions: 00800-19 212145 6706-050 17.7. The form of all submittals, notices, change orders and other documents permitted or required to be used or transmitted under the Contract Documents shall be determined by the ENGINEER. The forms for Notice of Award, Notice to Proceed, and Final Receipt which the ENGINEER ezpocts to use are contained in the subsequent pages of these Supplementary Conditions. REMAINDER OF THIS PAGE LEFT BLANK INTENTIONALLY 00800-20 vxuss r i 6706-050 NOTICE OF AWARD Dated , 19_ TO: (Bidder) PROJECT NO. PROJECT OWNER'S CONTRACT NO. CONTRACT FOR (Insert Name of Contract as it appears In the -Bidding Documents) ............................................................................................................ You are notified that your Bid dated , 199 for the above Contract has been considered. You are the apparent successful Bidder and have been awarded a contract for (indicate total Work, alternates or sections o ork awarded) The Contract Price of your contract Is Dollars (0 -1. _ Enclosed are seven (7) copies of the Contract Documents for your execution and subsequent return to this office for further processing. i_ You must comply with the following conditions precedent within fifteen (15) days i of the date of this Notice of Award, that Is by _ , 19_: t- 1. Execute all copies of the Agreement. Each Project Manual and set of contract drawings must bear your signature on the cover sheet. Do not date the 00800-21 2i21AS L , 8708-050 Agreements or bonds; this will be accomplished upon execution of the contracts by the OWNER. Submit a power of attorney authorizing OWNER to date bonds and Agreements. 2. Submit seven (71 copies of the Performance and Payment Bonds. Instructions to the Surety and the Principal for execution of the bonds are as follows: Where the CONTRACTOR is a Corporation, the Agreement and any bonds must be executed by the President or the Chairman of the Board of the corporation. The Agreement or Bond Is accompanied by a statement certified by a Secretary of the Corporation. The signatures of the persons executing the bond on behalf of the Principal and of the Surety, respectively, shall each be dated on the signature line. If the bond is executed by an Attorney -in -Fact for the Surety, the accompanying Power of Attorney must be executed by persons whose authority to do so Is plainly identified on the face of the Power of Attorney. Neither signatures nor the Corporate Seal may appear by facsimile unless the authority for them to appear in that form is plainly disclosed on the face of the document. The Secretary or other properly authorized Officer must certify and seal a statement declaring that the authority granted by the Power of Attorney remained In force on the date that the bond was executed By the Attorney -in -Fact. 3. Include seven (7) copies of the Certificate of Insurance. The Certificate must name the OWNER as an additional Insured and the standard cancellation clause must read as follows: "Should any of the above described policies be cancelled or changed by restricted amendment before the expiration date thereof, the Issuing Company will give thirty (301 days written notice to the below named certificate holder." 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 twenty (201 days after you comply with the above conditions, the OWNER will return to you one fully signed counterpart of the Contract Documents attached. _. If you have any questions, or if we can be of any further assistance, please do not hesitate to contact this office. 00800-22 ]/21125 6706-050 Sincerely, Purchasing Director 00800-23 LStp6 L 6706-060 2121*5 THIS PAGE LEFT BLANK INTENTIONALLY 00800-24 TO: NOTICE TO PROCEED DATE: PROJECT: Indian River County Department of Utility Services Project No. IRC Bid No. Project Name: You are hereby notified to commence work in accordance with the agreement dated , 19on -1thin or before , 19 . You a*e to complete the work consecutive calendar days from this date. The date of completion of all work is, therefore, the day of 19_ INDIAN RIVER COUNTY Michael C. Hotchkiss, P.E. Envimamaatal Engineer ACCEPTANCE OF NOTICE Receipt of above NOTICE TO PROCEED is hereby acknowledged by this the day of 19 , by Signature ` Typed Name Title: 00800-25 pro.Dorunroctlon Ch ckfst _ Recorded Insurance _ Payment and Pedonnance Bond _ Executed Agreement Board Approwl Dated DEP construction Perme 6706-060 THIS PAGE LEFT BLANK INTENTIONALLY 00800-26 ]191NO 6706-050 FIELD ORDER PROJECT: FIELD ORDER OWNER: TO: CONTRACT NO: OWNER'S PROJECT NO: CONTRACT DATE: This Field Order Is Issued to Interpret/clarity the Contract Documents, order minor changes In the work and/or memorialize trade-off agreements. Both parties hereby agree that the work described by the Field Order Is to be accomplished without change In Contract Sum, Contract Time, and/or claims for other costs. DESCRIPTION: (Here Insert a written description of the Interpretation, change of agreement.) - FIELD ENGINEER: CONTRACTOR: L L L 00800-27 L2121N6 6706-060 THIS PAGE LEFT' BLANK INTENTIONALLY 00800-28 ' WORK DIRECTIVE CHANGE - !� (Instructions on reverse side) No. PROJECT: ' DATE OF ISSUANCE: OWNER: (Name, Address) CONTRACTOR: OWNER's Project No ENGINEER: CONTRACT FOR: ENGINEER's Project No. You are directed to proceed promptly with the following change(s): Description: Purpose of Work Directive Change: Attachments: (list documents supporting change) If a claim is made that the above change(s) have affected Contract Price or ConuactThne, any claim for a Change Order based thereon will involve one of the following methods of determining the effect of the change(s). Method of determining change in Method of determining change in Contract Price: ' Contract Time:, ❑ Time and materials ❑ Contractor's records ❑ Unit prices ❑ Engineers records ❑ Cost plus fixed fee ❑ Other ❑ Other Estimated increase (decrease) in Contract Estimated increase (decrease) in Contract Price: $Time: days. If the change If the change involves an increase. the est -1 involves an increase, the estimated time is mated amount is not to be exceeded it not to be exceeded without further autho- outfurther authorization. rization. RECOMMENDED: AUTHORIZED: by by EICDC No. 1910.9-F COD Edition) n<ou.e er �n. e.Y.••n• b1m eamm� oae mmn eamm�am.�a e�m ... sr o" nn«mm a.—t eamna.n xnme.a•. DDaon-29 WORK DIRECTIVE CHANGE INSTRUCTIONS A. GENERAL INFORMATION This document was developed for use in situations inVblving changes in the Work which, if not processed expeditiously, might delay the Project. These changes are often initiated in the field and may affect the Contract Price or the Contract Time. This is not a Change Order, but only a directive to proceed with Work that may be included in a subsequent Change Order. For supplemental instructions and minor changes not involving a change in the Contract Price or the Contract Time, a Field Order may be used. B. COMPLETING THE WORK DIRECTIVE CHANGE FORM Engineer initiates the form, including a description of the items involved and attachments. Based on conversations between Engineer and Contractor, Engineer completes the fol. lowing: METHOD OF DETERMINING CHANGE, IF ANY, IN CONTRACT PRICE: Mark the method to be used in determining the final cost of Work involved and the net effect on the Contract Price. If the change involves an increase in the Contract Price and the estimated amount is approached before the additional or changed Work is completed, another Work Directive Change must be issued to change the time or Contractor may stop the changed Work when the estimated time is reached. If the Work Directive Change is not likely to change the Contract Tine, the space for estimated increase (decrease) should be marked "Not Applicable". METHOD OF DETERMINING CHANGE, IF ANY, IN CONTRACTTIME: Mark the method to be used in determining the change in Contract Time and the estimated increase or decrease in Contract Time. U the change involves an increase in the Contract Time and the estimated time is approached before the additional or changed Work is completed, another Work Directive Change must be issued to change the time or Contractor may stop the changed Work when the estimated time is reached. If the Work Directive Change is not likely to change the Contract Time, the space for estimated increase (decrease) should be marked "Not Applicable". Once Engineer has completed and signed the form, all copies should be sent to Owner for authorization because Engineer alone does not have authority to authorize changes in Price or Time. Once authorized by Owner, u copy should be sent by Engineer to Con. tractor. Once the Work covered by this directive is completed or final cost and time determined, Contractor should submit documentation for inclusion in a Change Order. CHANGE,THIS is A DIRECTTVE TO PROCEED WITH A THE CONTRACT PRICE ORTHE CONTRACTT ME. A CHANGE ORDER IF ANY, SHOULD BE CONSIDERED PROMPTLY. 00600-30 ;Innrvctions on mvepe ride) No. ------------- rROIECT: DATEOFISSUANCE: WNER: (Name, Address) CONTRACTOR: OWNER'a Project ENGINEER: CONTRACT FOR: ENGINEER's Project No. m are directed td make the following changes in the Contract Documents. Description: Purpose of Change Order. Atuchmenu: (List dimuments supporting change) CHANCE IN CONTRACT PRICE: --iginai Contract He. CHANGE IN CONTRACT TIME: Original Contract Time Prcvious Change Orden No -to No. Notchange from previous Change Orden ' omm Price prior to this Change Order Contract Time Prior m this Change Order , '..t Inc...(decrme) of this Change Order No, I.e... (decrease) of this Change Older OnS Oontmd Price with aB approved Change Orders Contract Time with ail approved Change Orders COMMENDED: APPROVED: APPROVED: by by JCDC No. 1910.8.B (1983 Edition) [ne eY IM En V neen' laint<enina Dxunmu CSmmintuM eMenN GY Tne AO%iuM GeneNCmvNlm ar Ameha INSTRUCTIONS . A. GENERAL INFORMATION This document was developed to provide a uniform format for handling contract changes that affect Contract Price or Contact Time. Changes that have been initiated by a Work Directive Change must be incorporated into a subsequent Change Order if they affect . Price or Time. '� ' Changes that affect Contract Price or Contract Time should be promptly covered by a Change Order. The practice of accumulating change order items to reduce the adminis- trative burden may lead to unnecessary disputes. For supplemental instructions and minor changes not involving a change in the Contract Price or Contract Time, a Field Order may be used. B. COMPLETING THE CHANGE ORDER FORM Engineer initiates the form, including a description of the changes involved and attach- ments based upon documents and proposals submitted by Contractor, or requests from Owner, or both. Once Engineer has completed and signed the form, all copies should be sent toContractor. for approval. After approval by Contractor, all copies should be sent to Owner for approval. Engineer should make distribution of executed copies after approval by Owner. H a change only applies to price or to time, cross out the pan of the tabulation that does not apply. 00800-3r1, APPLICATION FOR PAYMENT NO. OWNERI Pro)cat No. . ENGINEERS Project For Work accomplished through the dam of REN eolliTACro al sanrema nFVYuea wedeemolnre uR.I.k. w.naiy Amus wu.Y.y Apwrt 3 S S S Tonal S S (Orig. Convect) C.O. Na. 1 C.O. No. 2 Accompanying Dgcu rcrusi ion: CONTRACTOR'S Cenifintion: GROSSAMOUNTDVE ....................... S LESS _90 RETAINAGE ................... 5 AMOUNT DUE TO DATE ..................... 3 LESS PREVIOUS PAYMENTS ................ S AMOUNT DUE THIS APPLICATION ......... 5 The i n designed CONTRACTOR eenldes that (U all previous progress payments received from OWNER on account of Work done under the Cenvact science to above have been applied to discharge in full all obligations of CONTRACTOR incurred in connection with Work covered W Our App inions for Payment numbered I through inclusive: and (2) due to all materials and equipment inmrpotated in said Work or otherwise listed in or covered by this Application for Payment will Oaes to OWNER at time of payment free and clear of all liem. claims, security interests and encumbrances (except such as covered by Bond acceptable to OWNER): 19_ By Payment of the above AMOUNT DUE THIS APPLICATION is recommended. Dated 19— E2CDC No. 1910 g -E (1983 Edition) M1�rWI Er Tar Enainan' Iaim Camnobawmenn Cie inee.M taloned by', AuainNGemNContoaen atilens._ L r 00000-3a rl1PPLICATION FOR PAYMENT ,INSTRUCTIONS A. GENERAL INFORMATION . This standard form is Intended as a guide only. Many projects require a much mdre extensive form with space for numerous items, descriptions of Change Orders, identifi- cation of variable quantity adjustments, summary of materials and equipment stored at the site and other information. It is expected that a separate form will be developed by Engineer or Contractor at the time Contractor's Schedule of Values is finalized. Note also that the format for retainage must be changed if the Agreement permits (or the Law provides), and Contractor elects, the deposit of securities in lieu of retainage. Refer to Article 14 of the General Conditions for provisions concerning payments to Contractor. E. COMPLETING THE FORM The Schedule of Values, submitted and approved as provided in paragraphs 2.6.3 and 2.9 of the General Conditions, should be copied in the space indicated on the Application For Payment form. Note that the cost of materials and equipment is often listed separately from the cost of their installation. Ali Change Orders affecting the Contract Price should be identified and include such supplemental Schedules of Values as required for progress payments. , The form is suitable for use in the Final Application for Payment as well as for Progress Payments; however, the required accompanying documentation is usually more extensive for final payment. All accompanying documentation should be identified in the space provided on the form. C. ENGINEER'S REVIEW Engineer must review all Applications for Payment with care to avoid recommending any payments not yet earned by Contractor. All accompanying documentation of legal nature, such as lien waivers, should be reviewed by an attorney, and Engineer should so advise Owner. 00800-3Q r CERTIFICATE OFSUBSTANTIAL COMPLETION' r OWNER'S Project No .............................. ENGINEER's ProJect No.......................... ONTRACTOR........................................................................................................... "'imumct For ....................................... ContractDale...................................... his Certificate of SubstsntBl Completion applies to all Work under the Contract Documents or to the fallowing apedfled parts thereof. - To.... ............ ....... ................................ 6"Ii............................................................ OWNER IndTo.................................................................................................................... CDNTAAR00. rho work this eelsauthorized representatives lhthhauouad ENGINEER. and tha Work is hrbydeclaredra be substantiallyompeteit, accordance of ComDme on ............................. DATE OFSVBSTnNTInLCOMPLEIION A tenntive list of ll<ms to be completed or contacted is attached harem. This list may not be all-inclusive, and the tailors to include an Item in it does not alter the responsibility of CONTRACTOR to complete all the Work in accordance wllM1 she Conuact Documents. The items In the mnutivc lin shaLL be completed orcnrrwud by CONTRACTOR within — - — - —day5 of the above date of Substantial Completion. EICDC No. 1910 8.0 (1983 Edition) i n<par<G by the EI&C'nW.,C--Dxum<nbCumml„«.na<nau..<e ar Tn<Auxuna On,eNCumm�on urnmmo. 00800-3 5 l'be respaga,lioliti.. t-1---- OWNER and CONTRACTOR (Or S..UdEY, operation. safety, maintenance, heat, utilities, inntance and warnlides shall be as tallows: RESPONSIBILITIES: OWNER: CONTRACTOR: The following d.c..,Ots ate .,,,,had to and made a pan Or this This ce"Ifte.r. does not C.n"i,u,. an .capr.O.O or Work not I. o,onian,, with the Cantrell Oac.menu --I is it - release Or CONTRACTOR'. obligation 1. ...Pill- the Work in .. ... dame. with the contract Documents. Executed by ENGINEER no ................... 1 19 ............ ..........................ENGINEER i .......................... By ............................................................. ...................... ............................ ...*... CONTRACTOR accepts this Cantles,. Of Sublamdaj Compicilon on .................................... 19 ............. ......................... .......................... By............................ I; ........... ........ OWNER .... p,a itis Certiftou. of S.botsvial Completion on .; ...................... ................... 19 ............. 00800—ab 6706-050 FINAL RECEIPT Received this day of A.O., 19_ of as full and final payment of the cost of all Improvements provided for In the foregoing contract the sum of Dollars and Cents, 0 1, In cash, being the full amount accruing to the undersigned by virtue of said Contract, said cash covering and Including full payment for all extra work and material furnished by the undersigned in the construction of said Improvements, and all Incidentals thereto, and the undersigned hereby releases the said from all claims whatsoever growing out of the said Contract. These presents are to certify that all persons doing work upon or furnishing materials or supplies for said improvements under the foregoing Contract have been paid In full. The undersigned further certifies that all taxes Imposed by Chapter 212, Florida Statues (Sales and Use Tax Act), as amended, have been paid and discharged. L L L I/]1AS L CONTRACTOR 00800-37 6706-060 THIS PAGE LEFT BLANK INTENTIONALLY I 1. 00800-38 1 ]13106 L 8706-060 DUTIES, RESPONSIBILITIES AND LIMITATIONS OF AUTHORITY OF RESIDENT PROJECT REPRESENTATIVE A. GENERAL Resident Project Representative Is ENGINEER'S Agent, will act as directed by and under the supervislon of ENGINEER, and will confer with ENGINEER regarding his actions. Resident Project Representative's dealings In matters pertaining to the on-site Work shall In general be only with ENGINEER and CONTRACTOR, and dealings with Subcontractors shall only be through or with the full knowledge of CONTRACTOR. Written communication with OWNER will be only through or as directed by ENGINEER. B. DUTIES AND RESPONSIBILITIES Resident Project Representative will: 1. Schedules: Review the progress schedule, schedule of Shop Drawing submissions and schedule of values prepared by CONTRACTOR and consult with ENGINEER concerning their acceptability. 2. Conferences: Attend preconstruction conferences. Arrange a schedule of progress meetings and other job conferences as required in consultation with ENGINEER and notify those expected to attend in advance. Attend meetings, and maintain and circulate copies of minutes thereof. 3. Llalson: a. Serve as ENGINEER'S liaison with CONTRACTOR, working principally through CONTRACTOR'S superintendent and assist him In understanding the Intent of the Contract Documents. Assist ENGINEER In serving as OWNER'S liaison with CONTRACTOR when CONTRACTOR'S operations affect OWNER'S on-site operations. b. As requested by ENGINEER, assist in obtaining from OWNER additional details or Information, when required at the job site for proper execution of the Work. I l_ L 00800-39 1 42196 6706-060 4. Shop Drawings and Samples: a. Receive and record date of receipt of Shop Drawings and samples, receive samples which are furnished at the site by CONTRACTOR, and notify ENGINEER of their availability for examination. b. Advise ENGINEER and CONTRACTOR or his superintendent immediately of the commencement of any Work requiring a Shop Drawing or sample submission if the submission has not been approved by the ENGINEER. 5. Review of Work, Rejection of Defective Work, Inspections and Tests: a. Conduct on-site observations of the Work In progress to assist ENGINEER In determining If the Work Is proceeding in accordance with the Contract Documents and that completed Work will conform to the Contract Documents. b. Report to ENGINEER whenever he believes that any Work is unsatisfactory, faulty or defective or does not conform to the Contract Documents, or does not meet the requirements of any Inspections, tests or approval required to be made or has been damaged prior to final payment; and advise ENGINEER when he believes Work should be corrected or rejected or should be uncovered for observation, or requires special testing, Inspection or approval. c. Verity that tests, equipment and systems startups arid operating and maintenance Instructions are conducted as required by the Contract Documents and In presence of the required personnel, and that CONTRACTOR maintains adequate retards thereof; observe, record and report to ENGINEER appropriate details relative to the test procedures and startups. d. Accompany visiting inspectors representing public or other agencies having jurisdiction over the Project, record the outcome of these Inspections and report to ENGINEER. 6. Interpretation of Contract Documents: Transmit to CONTRACTOR engineer's clarifications and Interpretations of the Contract Documents. 7. Modifications: Consider and evaluate CONTRACTOR'S suggestions for modifications In Drawings or Specifications and report them with recommendations to ENGINEER. LTJ L L2I21MG 00600-40 ' 6706-050 6. Records: a. Maintain at the job site orderly files for correspondence, reports of job conferences, Shop Drawings and samples submissions, reproductions of original Contract Documents including all Addenda, change orders, field orders, additional Drawings Issued subsequent to the execution of the Contract, ENGINEER'S clarifications and Interpretations of the Contract Documents, progress reports, and other Project related documents. b. Keep a diary or log book, recording hours on the job site, weather conditions, data relative to questions of extras or deductions, list of visiting officials and representatives of manufacturers, fabricators, .-- suppliers and distributors, daily activities, decisions, observations In general and specific observations in more detall as the case of observing test procedures. Send copies to ENGINEER. c. Record names, addresses and telephone numbers of all contractors, Subcontractors and major suppliers of materials and equipment. 9. Reports: a. Furnish ENGINEER periodic reports as raquired of progress of the Work and CONTRACTOR'S compliance withthe approved progress schedule and schedule of Shop Drawing submissions. b. Consult with ENGINEER in advance of scheduled major tests, inspections or start of Important phases of the Work. c. Report Immediately to ENGINEER upon the occurrence of any accident. 10. Payment Requisitions: Review applications for payment with Contractor for compliance with the established procedure for their submission and forward them with recommendations to ENGINEER; noting particularly their relation to the schedule of values, Work completed and materials and equipment delivered at the site but not incorporated In the Work. 11. Certificates, Maintenance and Operation Manuals: During the course of the Work, verify that certificates, maintenance and operation manuals and other data required to be assembled and furnished by CONTRACTOR are applicable to the Items actually Installed; and deliver this material to ENGINEER for his review and forwarding to OWNER prior to final acceptance of the Work. L ]IRINS 00800-41 6706-060 12. Completion: e. Before ENGINEER issues a Certificate of Substantial Completion, submit to CONTRACTOR a list of observed Items requiring completion or correction, b. Conduct final inspection In the company of ENGINEER, OWNER and CONTRACTOR and prepare a final list of Items to be completed or corrected. c. Verify that all Items on final list have been completed or corrected and make recommendations to ENGINEER concerning acceptance. C. LIMITATIONS OF AUTHORITY Except upon written Instructions of ENGINEER, Resident Project Representative: 1. Shall not authorize any deviation from the''Contract Documents or approve any substitute materials or equipment. 2. Shall not exceed limitations on ENGINEER'S authority as set forth In the Contract Documents. 3. Shall not undertake any of the responsibilities of CONTRACTOR, Subcontractors or CONTRACTOR'S superintendent, or expedite the Work. 4. Shall not advise on or Issue directions relative to any aspect of the means, methods, techniques, sequences or procedures of construction unless such is specifically called for in the Contract Documents. B. Shall not advise on or Issue directions as to safety precautions and programs In connection with the Work. 6. Shall not authorize OWNER to occupy the,Project in whole or in part. 7. Shall not participate in specialized field or laboratory tests. END OF SECTION 00800-42 ]I]1K6 DIVISION I GENERAL REQUIREb1ENTS L L Iq SECTION 01000 SUMMARY OF WORK PART 1- GENERAL (UGCOlOW.FMT):aa 1.01 LOCATION OF WORK The work is generally located in the road rights -of -ways west of Barber Street, South of C.R. 512, as shown on the construction plans. 1.02 DESCRIPTION OF WORK Construction of approximately 126 LF. of 17' DIP, 6,374 LF. of 12" PVC, 2,864 L.F. of 6" DIP, 36,7% LF. of r PVC, 3,380 LF. of 4- PVC water main in the Sebastian FEghlands Subdivision Phase 3A from existing water mains located on Barber Street along with fire hydrants and services. Restore the rights -of -ways as dose as possible to the pre<oustruction condition or better. Construction consists of, but is not limited to utilities exploration, coordination with any permitting agencies, trenching. dewatering, installation of pipe with fittings and all appurtsnance, restrainers, and soil compaction, disinfection, toning (includes providing temporary jumper or another approved method for disinfection and Rushing) irrigation repair and traffic control. The PVC pipe shall be C -9W and the DIP pipe shall be pressure class 350 DIP per Indian River County Utility Standards and Specifications (with metal thickness equal or exceeding the Class 50 for under road). The Contractor shall clearly 'Portly the one used on the bid. PART 2- PRODUCTS Notapplicable PART 3- EXECUTION Notapplicable END OF SECTION 01000-1 0 SECTION 01025 MEASUREMENT AND PAYMENT PART I — GENERAL. 1.01 GENERAL Measurement and payment will be based upon work completed and accepted in accordance with the Contract Documents. No separate payment will be made for excavation, trenching dewatering, backfilling, leakage tests, surveying, density tests, or other incidental items of work not shown in the Agreement. 1.02 EQUIPMENT AND MATERIALS IN STORAGE Partial payment for materials and equipment in proper storage at the site of the work or other approved storage site will be made for those items for which the Contractor has submitted paid invoices to the Engineer. The partial payment for stored materials will be 50%oI'Ihe value of materials and equipment. based on receipted bills, furnished but not incorporated in the work, as determined by Engineer. 1.03 MEASUREMENT A. Mobilixation: Measurement shall be on a lump sum basis, and shall be limited to the following maximum amounts: ORIGINAL CONTRACT AMOUNT (I MAXIMUM AMOUNT OP FROM MORE THAN TO AND INCLUDING ITEM POR MOBILIZATION 0 100,000 3,000 100,000 500,000 15,000 500,000 1,000,000 30,000 1,000,000 2,000,000 60,000 2,000,000 3,000,000 90,000 3,000,000 4,000,000 120,000 4,000,000 5,000,000 125,000 5,000,000 6,000,000 150,000 6,000,000 7,000,000 175,000 7,000,000 10,000,000 200,000 10,000,000 --------- 250,000 Should the lump sum price bid for the item Mobilization exceed the maximum permissible amount for this item, as specified herein, the bid price will be reduced to the maximum permissible amount, and the reduced price will be used in correctly determining the total price for comparison of bids received. 01025-1 The cost of video taping the pre -construction condition shall be included in the lump -sum cost of mobilization. B. Pipe: Pipe will be measured along the centerline of the pipe installed. No deduction will be made for the length of valves and fittings installed in the line. Where the measurement terminates at a valve, bend, lee, or other fitting, the centerline of the valve or fitting shall be the point of termination. All required pipe lining, coating, encasement material, restraining devices, and thrust blocks shall be included in the cost of the pipe. C. Fittings: Measurement of cast iron and ductile iron fittings shall be on the basis of weight. The weights used to determine the quantity installed shall be the weights of the appropriate fittings as listed in the supplier's invoice or catalog. When mechanical joint finings are required, the weight of the gland bolts and gaskets shall not be added m the listed weight of the fittings. Where Banged fittings we fumished, the weight of the bolts and gaskets shall not be included. D. Gate Valves and Tapping Valves: Measurement shall be on the basis of furnishing and installing each type and size of valve (and tapping sleeve, if applicable) required, including the valve box, cover, and other associated items. E. Fire Hydrant Assembly: Measurement or fire hydrant assembly shall be for the actual number constructed in accordance with the Plans and Specifications, or as directed by the Engineer, at the unit price bid for the item "Fire Hydrant Assembly," scheduled in the Form of Proposal. The unit price for "Fire Hydrant Assembly" shall include cutting bituminous paving, removal of paving courses and curb if required, excavation, furnishing and installation of 10' (6") D.I.P. water main, dry-bartel traffic hydrant, concrete foundations for hydrant, fitting, one (1) 6" diameter gate valve, concrete thrust block (reaction backing) for fire hydrant, backfill, blue reflective markers, all materials, equipment, labor and all else necessary therefore and incidental thereto. F. Water Service: Measurement of water service lateral shall include furnishing and construction of piping and appurtenances to carry and distribute water from the water main to the edge of the Right -of -Way for furore service to individual property owners. The work shall include, but shall not be limited to, cutting of existing pavement where required, jack and bore of existing pavement where required, excavation, installation (of pipe, meter boxes, connections and associated appurtenances), backfilling, testing, disinfection, and all restoration in kind. The services shall be of a type and size specified, and shall be constructed in accordance with these Plans and Specification, or as directed by the Engineer. 01025-2 G. HDPE Horizontal Directional Bore. Measurement of HDPE horizontal directional bore shall include ail material (including HDPE pipe), equipment, supplies, fuel, labor, sheeting and bracing, jacking and boring pits (if required), excavation, dewatering, backfilling, compaction, mechanical fittings, restoration, furnishing and installing HDPE pipe. Wedge type split stainless steel inserts shall be used for mechanical fittings on 4" and 6" diameter pipe. A fuse welded mechanical joint adapter kit shall be used for mechanical fittings on 12" diameter pipe. Payments shall be based on the lengths specified in the Schedule of Bid Items. Directional bore lengths specified in the Schedule of Bid Items are estimated quantities. Contractor will not be compensated for additional directional bore lengths. Additional pipe lengths will be compensated based on the lineal fool estimate of PVC pipe. H. Concrete Sidewalk and Driveway Replacement. Measurement of concrete for sidewalk and driveway replacement shall be computed using the linear fce4 as measured along the pipe, or sidewalk and/or driveway removed and replaced as a result of Contractor's operations. Minimum widths of replacement shall be as described in specifications or as shown on the plans. No separate payment will be made for sawcuuing, excavation, formwork, reinforcing, or other work or materials required in connection with concrete concoction. 1. Concrete Encasement: Measurement of concrete for encasement shall be on the basis of the number of cubic yards of concrete installed, except that the maximum allowable quantity of concrete installed shall not exceed the values given below: Pipe Size(Inchesl Max Concrete for Encasement (CY/LP of Pipe 6 0.09 g 0.10 10 0.11 12 0.12 J. Asphaltic Pavement Replacement: Measurement of asphalt pavement replacement shall be computed using the linear feet as measured along the pipe of asphalt removed and replaced as a result of Contractor's operations. Minimum width of replacement shall be as described in the specifications or as shown on the plans. Unit price shall include sawcutting, base and subgrade materials, compaction, etc. K. Grassing: Measurement of grassing (seed or sod) shall be computed using the linear feel, as measured along the water main pipe, or grassed area disturbed and restored as a result of Contractor's operations. The entire width of the disturbed area shall be grassed. Payment shall include all necessary grading, soil preparation, seeding, sodding. fertilizer, mulch, and irrigation. This pay item does not include grassing over disturbed areas associated with 01025-3 installation of water service. Grassing over water service will be a part of the pay item for installing water service (see section F above). I.W. PAYMENT Payment will be made at the respective contract unit and/or lump sum price for each item shown in the Agreement, installed and accepted, which price and payment shall constitute full compensation for furnishing all materials and performing all work in connection therewith and incidental thereto. No separate payment will be made for the preparation or record drawings. 1.05. RESTORATION OF DAMAGED SURFACES, STRUCTURES AND PROPERTY Where pavement, trees, shrubbery, fences, or other property or surface structures not designated as pay items have been damaged, removed, or disturbed by the Convector, whether deliberately or through failure to carry out the requirements of the Contract Documents, state laws, municipal ordinances, or the specific direction of the Engineer, or through failure to employ usual and reasonable safeguards, such property and surface structures shall be replaced or repaired at the expense of the Contractor m a condition equal to that before work began within a time frame approved by the Engineer. END OF SECTION 01025A (UGC01060.FMT):aa SECTION 01060 REGULATORY REQUIREMENTS AND NOTIFICATION PART 1 - GENERAL 1.01 PERMITS REQUIRED A. Florida Department of Environmental Protection: The general permit from the Florida Department of Environmental Protection (FDEP) for the project is being obtained. B. CITY of SEBASTIAN and INDIAN RIVER COUNTY: The Contractor, along with the Utilities Department, must obtain right-of-way permit(s) from Indian River County prior to initiating construction. It typically requires one week processing time to receive a right-of-way permit. There is no processing fee for the permit. One set of construction plans must be submitted along with a permit application to the Indian River County Engineering Department. Some of the conditions of the City and County right-of-way permits are as follows: 1. Applicant shall not begin construction of any kind in the City or County right-of-way prior to application and issuance of a valid permit by the City of Sebastian or Indian River county. 2. Any area disturbed in the City and County right-of-way must be restored by applicant to a condition equal to or better than existing just prior to construction, including but not limited to compaction, grading, paving, seeding and mulching, sodding, etc., as the case may be. The quality of construction, materials, and workmanship shall be in accordance with City and County standards. All disturbed areas shall be restored within 48 hours after excavation. 3. Applicant shall notify the City and County Engineering Division at least 48 hours prior to the placement of concrete, paving of asphalt, installation of culverts, or backfilling of trenches, so that the City and County may inspect installations as necessary. Applicant shall further notify the County in writing of its request for final inspection and approval at the completion of the permitted activity. 01060-1 4. The applicant shall assume responsibility for all maintenance, replacement, or removal of any right-of-way improvement authorized by this permit; and applicant further agrees by acceptance of this permit to indemnify and save harmless the City and County, its officers, employees, or agents, from any damages, claims, causes of action, or losses, whether for personal injury, loss of life or property damage, arising from the actions or omissions of applicant, its officers, agents, or employees, associated with the placement, maintenance or removal of installations authorized by this permit. The applicant agrees to use all reasonable care under the given circumstances to assure that members of the traveling public are not unreasonably inconvenienced nor endangered by the activities conducted hereunder, including the use of reflectorized barriers, warning signals, flagmen, or other prudent measures. 5. The validity of this permit is contingent upon applicant obtaining necessary permits from any other agencies having jurisdiction. Issuance of this permit does not relieve applicant of liability for trespass to private property. 6. This permit shall be considered a license only, for the limited purpose of installation, placement, and maintenance of the improvements specified on the face hereof, and does not convey any other right, title, or interest of the City and County in the subject right-of- way property. 7. Applicant agrees to remove or alter such installations without objection or cost to the City or County as the City or County may direct, at any time and within a reasonable time after receipt of direction by the City or County Engineer or his authorized representative. 01060-2 F r 8. Applicant is cautioned that electrical, water and sewer, or other installations or utilities may be located within the construction area, and applicant shall use diligent efforts to first detect and locate all such installations, and shall coordinate construction with all other lawful users of said right-of-way. Applicant shall be liable in every manner for all damages proximately resulting from its interference with or interruption of services provided by other lawful right-of-way users. 9. In cases where a concrete driveway is to extend to a paved road, that portion of the driveway from property line to the edge of the road pavement shall be a minimum thickness of six (6) inches. If the road is unpaved, the concrete/asphalt driveway shall not extend beyond the property line. C. Other Permits Required: The Contractor is responsible for obtaining any discharge permits that may be required by local drainage districts. 1.02 NOTIFICATION A. Indian River County: The Contractor is required to notify the Indian River County Utilities Department 48 hours prior to initiating construction (Michael Hotchkiss, 561-770-5321). The Contractor is required to notify the Indian River County Road and Bridge Department 72 hours prior to blocking any County roads or detouring any traffic (Jim Davis, P.E., 561-567-8000, Extension 245). S. Utility Companies: contractor shall notify the following known utility companies in the area 48 hours prior to initiating construction: U.N.C.L.E., 1-800-432-4770 Southern Bell Telephone,W.G. Gallagher, 561-468- 5538 i TCI Cablevision, Craig Bowers, 561-567-3444 Ext. 51 C. The Contractor shall give the Engineer not less than seven (7) calendar days notice of the time and place (or places) where he will start the work. L 01060-3 r r r D. When the Contractor's excavating operations encounter prehistoric remains or artifacts of historical or archeological significance, the r., operations shall be temporarily discontinued in that area and the Engineer shall be notified. The ' Engineer will consult archaeological authorities and determine the disposition of the remains or ' artifacts. The Contractor agrees that he will make no claim for additional paymentor for extension of time because of any delays in or alteration of his procedure due to removal of any such remains or artifacts. PART 2 - PRODUCTS Not applicable PART 3 - EXECUTION Not applicable END OF SECTION 01060-4 r SECTION 01090 REFERENCE STANDARDS (UGC01090.FMT):aa PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED Abbreviations and acronyms used in Contract Documents to identify reference standards. 1.02 QUALITY ASSURANCE A. Application: When a standard is specified by reference, comply with requirements and recommendations stated in that standard, except when requirements are modified by the Contract Documents, or applicable codes establish stricter standards. B. Publication Date: The publication in effect on the date of issue of Contract Documents, except when a specific publication date is specified. 1.03 ABBREVIATIONS, NAMES, AND ADDRESSES OR ORGANIZATIONS A. Obtain copies of reference standards direct from publication source, when needed for proper performance of work, or when required for submittal by Contract Documents. B. The following, as appropriate to project, is a list �. of referenced standards and their mailing addresses for requesting copies of standards: AA Aluminum Association Connecticut Avenue, NW Was � Washington, D.C. 20006 AABC Associated Air Balance Council 1000 Vermont Avenue, NW L Washington, D.C. 20005 AASHTO American Association of State L Highway and Transportation Officials 444 North Capitol Street, NW Washington, D.C. 20001 L01090-1 ACI American Concrete Institute Box 19150 Redford Station , Detroit, MI 48219 ADC Air il sMichigan ion n 435 North Avenue Chicago, IL 60611 Al Asphalt Institute Asphalt Institute Building College Park, MD 20740 AISC American Institute of Steel Construction 1221 Avenue of the Americas New York, NY 10020 AISI American Iron and Steel Institute 1000 16th Street, NW Washington, D.C. 20036 MCA Air Movement and Control Association 30 West University Drive Arlington Heights, IL 60004 ANSI American National Standards Institute 1430 Broadway New York, NY 10018 ARI Air Conditioning and Refrigeration Institute 1815 North Fort Myer Drive Arlington, VA 22209 ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers 345 East 47th Street New York, NY 10017 L ASME American Society of Mechanical Engineers 345 East 47th Street New York, NY 10017 ASPA American Sod Producers' Association Association Building Ninth and Minnesota Hastings, HE 68901 1 01090-2 r ABBE ASTM Awl AWPA AWS AWWA CDA CLFMI CRSI FDOT L FM L L L American Society of Sanitary Engineers 960 Illuminating Building Cleveland, ON 44113' American Society for Testing and Materials 1916 Race Street Philadelphia, PA 19103 Architectural Woodwork Institute 2310 South Walter Reed Drive Arlington, VA 22206 American Wood -Preservers' Association 7735 Old Georgetown Road Bethesda, MD 20014 American Welding Society 2501 NW 7th Street Miami, FL 33125 American Water Works Association 6666 W. Quincy Avenue Denver, CO 80235 Copper Development Association 57th Floor, Chrysler Building 405 Lexington Avenue New York, NY 10017 Chain Link Fence Manufacturers' Institute 1101 Connecticut Avenue Washington, D.C. 20036 Concrete Reinforcing Steel Institute 180 North LaSalle Street, Suite 2110 Chicago, IL 60601 Florida Department of Transportation Haydon Burns Building 605 Suwannee Street Tallahassee, FL 32301 Factory Mutual System 1151 Boston -Providence Turnpike Norwood, MA 02062 01090-3 r FS Federal Specifications General services Administration Specifications and consumer Information Distribution Section (WFSIS) Washington Navy Yard, Bldg. 197 Washington, D.C. 20407 GA Gypsum Association 1603 Orrington Avenue Evanston, IL 60201 MFMA Maple Flooring Manufacturers' Association 2400 East Devon, Suite 205 Des Plaines, IL 60018 MIL Military Specification Naval Publications and Forms Center 5801 Tabor Avenue Philadelphia, PA 19120 MLSFA Metal Lath/Steel Framing Association 221 North LaSalle Street Chicago, IL 60601 NAAMM National Association of Architectural Metal Manufacturers 221 North LaSalle Street Chicago, IL 60601 NEED National Environmental Balancing Bureau 8224 Old Courthouse Road Vienna, VA 22180 NEMA National Electrical Manufacturers Association 2101 L Street, NW Washington, D.C. 20037 NFPA National Fire Protection Association ` 470 Atlantic Avenue Boston, MA 02210 L. NFPA National Forest Products Association 1619 Massachusetts Avenue, NW Washington, D.C. 20036 01090-4 L r ~ NOFMA National Oak Flooring manufacturers, Association 804 Sterick Building Memphis, TN 38103 NSF National Sanitation Foundation r. NSF Building • 3475 Plymouth Road Ann Arbor, MI 48106 NSWMA National Solid Waste Management Association 1120 Connecticut Avenue, NW Washington, D.C. 20036 NTMA National Terrazzo and Mosaic Association 3166 Des Plaines Avenue Des Plaines, IL 60018 PCA Portland Cement Association 5420 Old Orchard Road Skokie, IL 20076 PCI Prestressed Concrete Institute 20 North Wacker Drive Chicago, IL 60606 PS Product Standard U.S. Department of Commerce Washington, D.C. 20203 RCSHSB Red Cedar Shingle and Handsplit Shake Bureau 515 116th Avenue Bellevue, WA 98004 SDI Steel Deck Institute Box 3812 St. Louis, MO 63122 SDI Steel Door Institute 712 Lakewood Center North '- Cleveland, ON 44107 SIGMA Sealed Insulating Glass . Manufacturers? Association 111 East Wacker Drive Chicago, I1 60601 L 01090-5 L L END OF SECTION L01090-6 L 5,71 Steel Joint Institute 204 1703 Parham Road, Suite Richmond, VA 23229 . SMACNA Shalt Metal and Air Conditioning Contractors' National Association 8224 old Courthouse Road Vienna, VA 22180 TCA Technical Aid Series S ecifications Construction P Institute 1150 Seventeenth Street, NW Washington, D.C. 20036 TCA Tile Council of America, Inc. Box 326 Princeton, NS 08540 Underwriters' Laboratories, Inc. UL 333 Pfingston Road Northbrook, IL 60062 PART 2 - PRODUCTS Not Applicable PART 3 - EXECUTION Not Applicable L L END OF SECTION L01090-6 L r (UGC01152.FMT):aa SECTION 01152 I APPLICATIONS FOR PAYMENT L L L r PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED Submit Applications for Payment to Engineer in accordance with the schedule established by Conditions of the Contract and Agreement between Owner and Contractor. 1.02 RELATED REQUIREMENTS A. In other parts of the Construction Documents: 1. Agreement between Owner and Contractor 2, General Conditions of the Contract 3. Article 14 - Payments to Contractor and Completion B. Specified in Other Sections: 1. Section 01000: Description of Work 2. Section 01700: Contract Closeout 1.03 FORMAT AND DATA REQUIRED A. Submit itemized applications typed in a format approved by Engineer. All applications for payment must be numbered, dated, and signed by the Contractor. B. Provide itemized data on payment application (format, schedules, line items and values accepted by Engineer) 1.04 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT A. Application Form: 1. Fill in required information, including that forChange Orders executed prior to the date of submittal of application 2. Fill in summary of dollar values 3. Execute certification with the signature of a responsible officer of the Contract firm a r r 4. Have resident project representative review and sign application prior to submission to r Engineer 1.05 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS r A. When the Owner or the Engineer requires substantiating data, Contractor shall submit suitable information, with a cover letter identifying: 1. Project 2. Application number and date 3. Detailed list of enclosures 4. For stored products: a. Item number and identification • b. Description of specific material B. Submit one copy of data and cover letter for each copy of application 1.06 PREPARATION OF APPLICATION FOR FINAL PAYMENT A. Application for payment is required for progress payments B. only one application will be acceptable in any one month 1.07 SUBMITTAL PROCEDURE A. Submit Applications for Payment to Engineer at the times stipulated in the Agreement B. Number: Four copies of each progress Application C. When Engineer finds the Application properly completed and correct, he will transmit the applications for payment to the Owner PART 2 - PRODUCTS Not applicable PART 3 - EXECUTION Not applicable L LEND OF SECTION 01152-2 L (UGC01153.FMT)aa SECTION 01153 CHANGE ORDER PROCEDURES PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDE A. Promptly implement change order procedures. 1. Provide full written data required to evaluate changes. 2. Maintain detailed records of work done on a time-and-material/force account basis. 3. Provide full documentation to Engineer on request. B. Designate in writing the member of Contractor's organization: 1. Who is authorized to accept changes in the Work. 2. Who is responsible for informing others in the Contractor's employ of the authorization of changes in the Work. C. Owner will designate in writing the person who is authorized to execute Change Orders. 1.02 RELATED REQUIREMENTS A. The amount of established unit prices. B. Conditions of the Contract: 1. Methods of determining cost or credit to owner resulting from changes in Work made on a time and materials basis. 2. Contractor's claims for additional costs. C. Section 01152: Applications for payment. D. Section 01310: Construction schedules. 'L E. Section 01370: Schedule of Values. L F. Section 01]20: Project Record Documents. 1.03 DEFINITIONS L L A. Change Order: See General Conditions 01153-1 L 1.04 PRELIMINARY PROCEDURES A. Owner or Engineer may initiate changes by submitting a proposal Request to Contractor. Request will include the following: 1. Detailed description of the Change, Products, and location of the Change in the Project. 2. Supplementary or revised Drawings and specifications. 3. The projected time span for making the change, anda specific statement as to whether overtime work is, or is not, authorized. 4. A specific period of time during which the requested price will be considered valid. S. such request is for information only, and is not an instruction to execute the changes, nor to stop work in progress. B. Contractor may initiate changes by submitting a written notice to Engineer, containing: 1. Description of the proposed changes. 2. Statement of the reason for making the changes, 3. Statement of the effect on the Contract Sum and the Contract Time. 4. Statement of the effect on the work of separate contractors. S. Documentation supporting any changes in Contract sum or Contract Time, as appropriate. 1.05 CONSTRUCTION CHANGE AUTHORIZATION A. In lieu of Proposal Request, Engineer may issue a "work Directive Change" for Contractor to proceed with a change for subsequent inclusion in a Change order. L B. Authorization will describe changes atn the en work, both additions and deletions, ts of revised Contract Documents to define details of the change. L C. Owner and Engineer will sign and date the W ork Dthe Change as authorization for the Contractor to proceed with the changes. L 1.06 DOCUMENTATION OF PROPOSALS AND CLAIMS LA. Support each quotation for a lump sum proposal, and 01153-2 L r f for each unit price which has not previously been established, with sufficient substantiating data to allow Engineer to evaluate the quotation. B. On request, provide additional data to support time and cost computation including the following: 1. Labor required. 2. Equipment required. 3. Products required. a. Recommended source of purchase and unit cost. b. quantities required. 4. Taxes, insurance bonds. 5. Credit for work deleted from Contract, similarly documented. 6. Overhead and profit. 7. Justification for any change in Contract Time. C. Support each claim for additional costs, and for work done on a time-and-material/force account basis, with documentation as required for a lump sum proposal, plus the following additional information: 1. Name of the Owner's authorization agent who ordered the work, and date of the order. 2. Dates and times work performed, and by whom. 3. Time record, summary of hours worked, and hourly rates paid. 4. Receipts and invoices for: a. Equipment used, listing dates and times of use. b. Products used, listing quantities. C. Subcontracts, D. Document requests for substitutions for Products as specified in section 01600. 1.07 PREPARATION OF CHANGE ORDERS A. Engineer will prepare each Change Order. B. Form: Change Order format provided in the Contract Documents. C. Change Order will describe changes in the work, both additions and deletions, with attachments of revised Contract Documents to define details of change. _ D. Change Order will provide an accounting of the adjustment in the Contract sum and in the Contract Time. L 01153-3 L r. L 1.08 LUMP SVM/FIXED PRICE CHANGE ORDER f A. Content of Change Orders will be based on either: 1. Engineer's Proposal Request and Contractor's • responsible Proposal as mutually agreed upon between owner and Contractor. 2. Contractor's Proposal for a change, as recommended by Engineer, B. owner and Engineer will sign and date the Change Order as authorization for the Contractor to ' proceed with the changes. C. Contractor shall sign and date the Change Order to indicate agreement with the terms therein. 1.09 UNIT PRICE CHANGE ORDER A. Content of Change Orders will be based on, either: 1. Engineer definition of the scope Of the required changes. 2. Contractor's Proposal for a change, as recommended by Engineer. 3. Survey of completed work. B. The amount of the unit prices shall be: 1. Those stated in the Agreement. 2. Those mutually agreed upon between owner and Contractor. C. When quantities of each the items affected y the Change Order can be determined prior to start of the work: 1, owner and Engineer will sign and date the Change order as authorization for Contractor �. to proceed with the changes. 2. Contractor shall sign and date the Change Order to indicate agreement with the terms therein. D. When quantities of the items cannot be determined prior to start of the work: 1. Engineer or owner will issue a Change Order directing Contractor to proceed with the change on the basis of unit prices, and will cite the applicable unit prices. L 01153-a L F L0115]-5 2. completion of the change, Engineer will determine the coat of such work based on the j' unit prices and quantities used. a. Contractor shall submit documentation to establish the number of units of each item and any claims for a change in Contract Time. I. Engineer will sign and date a second Change Order to establish the change in Contract Sum and in Contract Time. a. Owner and Contractor will sign and date the second Change Order to indicate their ' agreement with the terms therein. 1.10 TIME AND MATERIAL/FORCE ACCOUNT CHANGE ORDER/CONSTRUCTION CHANGE AUTHORIZATION A. Engineer and owner will issue a Work Directive Change directing Contractor to Proceed with the changes on a time-and-material/force account basis. B. At completion of the change, Contractor shall submit itemized accounting and supporting data as provided in the Article "Documentation of Proposals and Claims" of this section. C. Engineer will determine the allowable cost of such work, as provided in General Conditions and Supplementary Conditions. D. Engineer will sign and date the Change Order to establish the change in Contract Sum and in Contract Time. E. Owner and Contractor will sign and date the Change Order to indicate their agreement therein. 1.11 CORRELATION WITH CONTRACTOR'S SUBMITTALS A. Contractor shall periodically revise schedule of Values and Request for Payment forms to record each change as a separate item of Work, and to record the adjusted Contract Sum. B. Contractor shall periodically revise the l Construction Schedule to reflect each change in Contract Time. j 1. Revise subschedules to show changes for other �- items of work affected by the changes. L0115]-5 A C. Upon completion of work under a Change order, enter pertinent changes in Record Documents. PART 2 - PRODUCTS Not applicable PART 3 - EXECUTION Not applicable END OF SECTION L 01153-6 r SECTION 01201 PRECONSTRUCTION CONFERENCE PART 1 - GENERAL (UGc01201.PMT):aa 1.01 REQUIREMENTS INCLUDED A. Engineer shall schedule and administer the preconstruction conference and shall perform the following duties: 1. Prepare agenda for meeting. 2. Give notice of meeting three days in advance of meeting date. 3. Make physical arrangements for meeting. 4. Preside at meeting. 5. Record the minutes which shall include all significant proceedings and decisions. 6. Reproduce and distribute copies of minutes within fifteen (15) working days after meeting. Minutes shall be distributed to all participants in the meeting and to all parties affected by decisions made at the meeting. 1.02 RELATED REQUIREMENTS A. Section 01000: Description of Work. B. Section 01311: Construction Schedule. C. Section 01340: Shop Drawings, Product Data and Samples. D. Section 01720: Project Record Documents. E. Section 01730: Operating and Maintenance Data. 1.03 PRECONSTRUCTION CONFERENCE A. Engineer will schedule meeting with Contractor, Owner and other affected parties. B. Location of the preconstruction meeting: the project site or a nearby office to be selected by Owner/Engineer. 01201-1 C. Attendance: 1. Owner/Owner's representative.' 2. Engineer/Engineer's representative and his professional consultants. 3. Contractor/Contractor's superintendent. 4. Local utilities representatives. 5. • Local government agencies representative. D. Agenda: 1. Record of Attendance. 2. Project Summary Description. 3. Local Utilities to be affected. a. Water lines b. Sewer lines C. Gas lines d. Telephone lines e. Cable TV lines f. Electric lines g. Highways h. Railroads 4. Contractor Responsibilities: a. Start date b. Completion date c. Liquidated damages d. Contract amount e. Work schedule f. Space utilization g• Rights-of-way occupancy h. Progress Payment Application i. As-builts (Records/Drawings) • j. Photographs k. Shop drawings 1. Subcontractors •, M. Project coordination n. Guarantee, Warranties, Maintenance Manuals 5. Owner Responsibilities: a. Property and right-of-way purchase `- b. Monthly meetings c. Special meetings d. Partial and final payment , e. Change Orders f. Periodic site visits g. Public announcements and public relations L h. Project acceptance LD)1D)-1 6. Engineer Responsibilities: a. Technical representative of Owner b. Interpreter of contract documents c. Periodic inspections of job progress d. Reviews partial and final payment applications ePrepares Change Orders f. . Checks and approves shop drawings g. Reviews record/drawings h. Performs final inspection and issues certificate of completion 7. Resident Inspector Responsibilities: a. Engineer's and Owner's representative on site b. Review materials and work and reports any deficiencies to Engineer C. Reviews applications for payment d. works with Contractor on public notification of work items eAttends progress meetings f.. Observes testing work g. Maintains daily diary of work tasks h. Furnishes reports to Engineer as deemed advisable PART 2 - PRODUCTS Not Applicable. PART 3 - EXECUTION Not Applicable. N L LEND OF SECTION oi7_o�-3 r SECTION 01311 CONSTRUCTION SCHEDULES (UGC01311.E14T):as PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Promptly after award of the Contract, Contractor shall prepare and submit to the Engineer estimated construction progress for the Work, with subschedules of related activities which are essential to its progress. B. Coordinate the work and scheduling with and around other contractors and individual trades performing work on the Project. C. Submit revised progress schedules with each application for payment. D. Progress Schedule shall become part of Contract Documents after approval by Engineer. 1.02 RELATED REQUIREMENTS A. In other parts of the Contract Documents: 1. General Conditions: a. Articles 2 and 6 - Schedules, Reports, and Records b. Sections 6.1 and 6.2 - Supervision by i_ Contractor C. Article 15 - Supervision of Work, Termination, and Delay i B. Specified in other sections: 1. Section 01000: Description of Work �- 2. Section 01201: Preconstruction Conference 3. Section 01340: Shop Drawings, Product Data, and Samples 1.03 FORM OF SCHEDULES �. A. Prepare schedules in the form of a horizontal bar chart as follows: L 01311-1 r 1. Provide separate horizontal bar for each trade I L 01311-2 or operation 2. Horizontal time scale: Identify the first work day of each week 3. Scale and spacing: To allow space for notations and future revisions 4. Minimum sheet size: 11" x 17" B. Format of listings: The chronological order of the start of each item of work C. Identification of listings: By major specification section numbers 1.04 CONTENT OF SCHEDULES A. Construction Progress Schedule shall: 1. Show the complete sequence of construction by activity 2. Show the dates for the beginning and completion of each major element of construction; specifically list: a. Subcontractor work b. Utility construction C. Restoration 3. Show projected percentage of completion for each item, as of the first day of each month 1.05 PROGRESS REVISIONS A. Indicate progress of each activity to date of submission B. Show changes occurring since previous submission of Schedule: 1. Major changes in scope 2. Activities Modified since previous submission 3. Revised projections of progress and completion 4. Other identifiable changes C. Provide a narrative report as needed to define: 1. Problem areas, anticipated delays, and the impact on the schedule '- 2. Corrective action recommended, and its effect 3. The effect of changes on schedules of other prime contractors I L 01311-2 I 1.06 SUBMISSIONS A. Submit initial schedules within ten (10) days after award of Contract; Engineer will review schedules for information only. B. Submit revised ,progress schedules with each application for payment. C. Submit the number of opaque reproductions which the Contractor requires, plus two (2) additional copies; one for Owner and one for Engineer. 1.07 DISTRIBUTION A. Distribute copies of approved schedules to: 1. Job site file 2. Subcontractors 3. Other concerned parties B. Instruct recipients to report promptly to the Contractor, in writing, any problems anticipated by the projections shown in the schedule PART 2 - PRODUCTS Not applicable PART 3 - EXECUTION Not applicable L L L END OF SECTION 01311-3 I (UGC01340.FMT):aa SECTION 01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Submit Shop Drawings, Product Data, Samples and Certificates required by the Contract Documents. B. Review and approval by Contractor of Submitted material. 1.02 RELATED REQUIREMENTS A. In other parts of the Contract Documents: 1. Definitions and Additional Responsibilities of Parties: a. General Conditions of the Contract (1) Sections 6.23 - 6.28: Shop Drawings. B. Specified in other sections: 1. Section 01311: Construction Schedules. 2. Section 01720: Record Documents C. Designate in the construction schedule, or in separate coordinated schedule, the dates for the submission and the dates that reviewed Shop Drawings, Product Data and Samples will be needed. 1.03 SHOP DRAWINGS A. Drawings shall be presented in a clear and thorough manner. 1. Details shall be identified by reference to sheet and detail or schedule shown on Contract Drawings. B. Minimum sheet size: manufacturer's standard; adequate to clearly illustrate. 01340-1 r j 1.04 PRODUCT DATA A. Preparation: 1. Clearly mark each copy to identify applicable products, models, options, and other data. ' 2. Show performance characteristics and capacities. 3. Show dimensions and clearances required. 4. Show wiring or piping diagrams and controls. D. Manufacturer's standard schematic drawings and diagrams: 1. Modify drawings and diagrams to delete information which is not applicable to the work. 2. Supplement standard information to provide information specifically applicable to the work. 3. Include manufacturer's installation instructions when required by the Specifications Section. 1.05 SAMPLES A. Office Samples: Limit to items requiring color, spattern nsimilar ufficient size dquantityto illustrate! ns and shall 1. Full range of color, texture and pattern 2. Submit samples for selection of finishes within sixty (60) days after date of Agreement, or when directed by Engineer D. Field Samples and Mock -Ups: 1. Functional characteristics of the product, , with integrally -related parts and attachment devices ' 2. Contractor shall erect, at the Project Site, at a location acceptable to the Engineer 3. Size of Area: that specified in the respective specification section 4. Fabricate each sample and mockup complete and finished :.. 5. Include identification on each sample, giving full information 6. Remove samples at conclusion of Work, or when Lacceptable to the Engineer L01340-2 L 1.06 MANUFACTURER'S CERTIFICATES A. Submit Certificates, in duplicate, in accordance with requirements of each specification section 1.07 CONTRACTOR RESPONSIBILITIES A. Review Shop Drawings, Product Data and Samples prior to submission B. Determine and verify: 1.Field measurements 2.Fleld construction criteria 3.Catalog numbers and similar data 4.Conformance with specifications C. Coordinate each submittal with requirements of the work and of the Contract Documents. D. Notify the Engineer in writing at the time of submission of ANY AND ALL DEVIATIONS in the submittals from requirements of the Contract Documents. All of the Contractor's comments and notations shall be in red ink. E. Begin no fabrication of work which requires submittals until return of submittals with Engineer's approval, 1.08 SUBMISSION REQUIREMENTS A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the work of any other Contractor. B. Number of submittals required: 1. Shop Drawings: Submit the number of opaque u reproductions which the Contractor requires, plus four (4) copies which will be retained by the Engineer �. 2. Product Data: Submit the number of copies which the Contractor requires, plus four (4) which will be retained by the Engineer 3. Samples: Submit the number stated in each L specification section 01340-3 L. r r C. Submittals shall contain: 1. The date of submission and the dates Of any previous submissions ' 2. The project title and number 1. Contract identification 4. The name of: a. contractor b. Supplier C. Manufacturer 5. Identification of the project, with specification section number 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the work or materials e. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification of deviations from contract Documents 10. Identification of revisions on resubmittals. 11. An S" x P' blank space for Contractor and Engineer stamps 12. contractor's stamp or review and approval, Initialed or signed, certifying to review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the work and of Contract Documents 1.09 RESUBMISSION REQUIREMENTS A correctionsas inthe mi ttals andresubmit until required Engineer and approved. -- 0. Shop Drawings and Product Data: 1: Revise initial drawings or data, and resubmit as specified for initial submittal. 2. Indicate any changes which have been made other than those requested by the Engineer. C. Samples: Submit new samples as required for initial submittal. L 01]40-4 L r 1.10 DISTRIBUTION A. Distribute reproductions of Shop Drawings and copies of Product Data which carry the Engineer's stamp of review to: 1. Job site file 2. Record Documents file 3. Other affected contractors 4. Subcontractors S. Supplier or fabricator B. Distribute samples which carry the Engineer's stamp of approval as directed by the Engineer. 1.11 ENGINEER'S DUTIES A. Review submittals with reasonable promptness and in accordance with schedule. B. Affix stamp and initials / signature, and indicate requirements for resubmittal, or review without comments of submittal. All of Engineer's comments shall be made in green ink C. Return submittals to Contractor for distribution, or for resubmission PART 2 - PRODUCTS Not applicable PART 3 - EXECUTION Not applicable L END OF SECTION 01340-5 L L r r(UGC01381.FMT):aa SECTION 01381 AUDIO-VISUAL DOCUMENTATION PART 1 - GENERAL 1.01 DESCRIPTION OF WORK Prior to commencing the Work, the Contractor shall have a continuous color audio -video tape recording taken along the entire length of the Project to serve as a record of preconstruction conditions. The preconstruction swale elevations shall be recorded at 100' intervals. 1.02 APPROVAL No construction shall begin prior to review and acceptance of the tapes covering the construction area by the Owner or Engineer. The Engineer shall have the authority to reject all or any portion of a videotape not conforming to specifications and order that it be redone at no additional charge. The Contractor shall reschedule unacceptable coverage within five (5) days after being notified. The Engineer shall designate those areas, if any, to be omitted from or added to the audio -video coverage. Tape recordings shall not be made more than thirty (30) days prior to beginning of construction in any area. All tapes and written records shall become property of Owner. The tapes shall be delivered to the Owner as soon as possible after recording. 1.03 QUALITY ASSURANCE �., The Contractor shall engage the services of a professional electrographer. The color audio -video tapes shall be prepared by a responsible commercial firm known to be skilled and regularly engaged in the business of preconstruction color audio -video tape documentation. 01381-1 L PART 2 - PRODUCTS 2.01 GENERAL All equipment, accessories, materials, and labor to perform this service shall be furnished by the Contractor. 2.02 QUALITY The total audio -video system shall reproduce bright, sharp, clear pictures with accurate colors and shall have minimal distortion, tearing, rolls, or other imperfections. The audio portion of the recording shall reproduce the commentary of the camera operator with proper volume and clarity and be free from distortion and interruptions. 2.03 CAMERA The color video camera used in the recording system shall have a horizontal resolution of 300 lines at center, a luminance signal-to-noise ratio of 45 dB, and a minimum illumination requirement of 25 foot candles. 2.04 TAPES Audio -video tapes shall be new. Reprocessed tapes will not be acceptable. The tapes shall be one-half inch, high energy, extended still frame capable videocassette, shall be interchangeable with the color videocassette player, and shall be compatible for playback with the player -receiver. PART 3 - EXECUTION 3.01 VIDEOTAPING PROCEDURES '- A. Each tape shall begin with the current date, project name, and municipality, and be followed by the general location; i.e., name of street, house address, viewing side, and direction of progress. The audio track shall consist of an original live recording. The recording shall contain the. _ narrative commentary. B. All video recordings must, by electronic means, L display continuously and simultaneously generate, with the actual taping, transparent digital 01381-2 L information to include the date and time of recording, and station numbers, if shown on the Drawings. The date information shall contain the month, day, and year. The time information shall contain the hour, minute, and second. Additional information shall be displayed periodically. Such information shall include, but not be limited to, project name, contract number, name of street, house address, direction of travel, and the viewing side. The transparent information shall appear on the screen. C. All taping shall be done during times of good visibility. No taping shall be done during precipitation, mist, or fog. The recording shall be done only when sufficient sunlight is present to properly illuminate the subjects of recording and to produce bright, sharp video recordings of those subjects. D. The rate of speed in the general direction of travel of the vehicle used during taping shall not exceed 44 feet per minute. Panning, zoom -in, and zoom -out rates shall be sufficiently controlled to maintain a clear view of the object. E. Tape coverage shall include all surface features located within the zone of influence of construction supported by appropriate audio coverage. Such coverage shall include, but not be limited to, existing driveways, sidewalks, curbs, pavements, ditches, mailboxes, landscaping, culverts, fences, signs, and headwalls within the area covered. F. When conventional wheeled vehicles are used, the distance from the camera lens to the ground shall not be more than twelve (12) feet. In some instances, audio -video tape coverage may be required in areas not accessible by conventional wheeled vehicles. Such coverage shall be obtained ... by walking or special conveyance approved by the Engineer. L END OF SECTION 01381-3 L L F i (UGCD141O.FMT):aa SECTION 01410 � TESTING LABORATORY SERVICES PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Owner may employ and pay for the services of an independent testing laboratory to perform certain specified testing in addition to what is called for in the Contract Documents. Owner shall pay for all additional testing. 1. Contractor shall cooperate with the laboratory to facilitate the execution of its required services. 2. Employment of the laboratory shall in no way relieve Contractor's obligations to perform the work of the Contract. B. Contractor will employ and pay for the services of an independent testing laboratory to perform certain specified testing. All testing described in the Contract Documents shall be paid for by the Contractor. 1.02 RELATED REQUIREMENTS A. General Conditions of the Contract: Inspections and testing required by laws, ordinances, rules, regulations, orders or approvals of public authorities. B. Respective sections of specifications: Certification of Products. 1.03 QUALIFICATION OF LABORATORY A. Meet "Recommended Requirements for Independent Laboratory Qualification", published by American Council of Independent Laboratories. B. Meet basic requirements of ASTM E329, "Standards of Recommended Practice for Inspection and Testing {. Agencies for Concrete and Steel as Used in Construction.'- C. onstruction."C. Authorized to operate in the State in which the Project is located. L01410-1 L r 01 L D. Submit copy of report of inspection of facilities made by Materials Reference Laboratory of National Bureau of Standards during the most recent tour of inspection, with memorandum of remedies of any deficiencies reported by the inspection. E. Testing Equipment: 1. Calibrated at reasonable intervals by devices of accuracy traceable to either: a. National Bureau of Standards b. Accepted values of national physical constants 1.04 LABORATORY DUTIES A. Cooperate with Engineer and Contractor( provide qualified personnel after due notice. B. Perform specified inspections, sampling, and testing of materials and methods of construction: 1. Comply with specified standards 2. Ascertain compliance of materials with requirements of Contract Documents C. Promptly notify Engineer and Contractor of observed irregularities or deficiencies of work or products. D. Promptly submit written report of each test and inspection; one copy each to Engineer, Owner, and Contractor, and one copy to Record Documents File. Each report shall include: 1. Date issued 2. Project title and number 1. Testing laboratory name, address, and telephone number 4. Name and signature of laboratory inspector 5. Date and time of sampling or inspection 6. Record of temperature and weather conditions 7. Date of test e. Identification of product and specification section 9. Location of sample or test in the Project 10. Type of inspection or test 11. Results of tests and compliance with Contract Documents 12. Interpretation of test results, when requested by Engineer 01410-2 r E. Perform additional tests as required by Engineer or the Owner. 1.05 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY A. Laboratory is not authorized to: 1. Release, revoke, alter, or enlarge on requirements of Contract Documents 2. Approve or accept any portion of the work. 3. Perform any duties of the Contractor 1.06 CONTRACTOR'S RESPONSIBILITIES A. Cooperate with laboratory personnel, and provide access to work and to manufacturer's facilities. B. Secure and deliver to the laboratory adequate quantities of representational samples of materials proposed to be used and which require testing. C. Provide to the laboratory the preliminary design mix proposed to be used for concrete, and other material mixes which require control by the testing laboratory. D. Furnish copies of product test reports as required. E. Furnish incidental labor and facilities: 1. To provide access to work to be tested 2. To obtain and handle samples at the project site or at the source of the product to be tested 3. To facilitate inspections and tests 4. For storage and curing of test samples F. Notify laboratory, in advance of operations to allow for laboratory assignments of personnel and scheduling of tests. PART 2 - PRODUCTS LNot applicable. LPART 3 - EXECUTION Not applicable. LEND OF SECTION 01410-3 L L L L L L SECTION 01510 TEMPORARY UTILITIES PART 1 - GENERAL (UGC01510.FMT):aa 1.01 REQUIREMENTS INCLUDED A. Furnish, install, and maintain temporary utilities required for construction; remove on completion of entire project. S. Provide temperature, ventilation, and lighting requirements, if applicable, as specified in each individual section. 1.02 RELATED REQUIREMENTS Section 01000: Summary of Work 1.07 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with National Electric Code, B. Comply with federal, state, and local codes and regulations, and with utility company requirements. PART 2 - PRODUCTS 2.01 MATERIALS (GENERAL) Materials may be new or used, but must be adequate in capacity for the required usage. They MUST NOT create unsafe conditions, and MUST NOT violate requirements of applicable codes and standards. 2.02 TEMPORARY ELECTRICITY AND LIGHTING A. The Contractor must maintain power to all existing buildings and areas. B. The Contractor is responsible for providing and paying for all power required for his operations. Contractor shall make arrangements with Owner for temporary power. 01510-1 A L I L L I C. Contractor is responsible for arranging power for his office trailer(s), power tools, etc., at his own expense. The Contractor shall pay the costs of all power used. O. Provide POWER CENTERS for miscellaneous tools and equipment used in the work: 1. Weatherproof distribution box with minimum of four 20 amp., 120 volt grounded outlets 2. Locate so that power is available at any point of use with minimum 100 -foot CONSTRUCTION -TYPE power cords 3. Provide circuit breaker protection for each outlet E. Provide adequate artificial lighting for all areas of work, when natural light is not adequate for work, and for areas accessible to persons other than Contractor's employees. F. If Contractor requires service other than specified above, he shall arrange for, provide maintenance, and pay all costs incurred. 2.03 TEMPORARY WATER Contractor shall make arrangements with owner for all temporary water at the project site. Contractor shall pay for all temporary water required for his operations. 2.07 TEMPORARY SANITARY FACILITIES A. Contractor shall provide temporary sanitary facilities in compliance with laws and regulations. B. Contractor shall provide for regular service, cleaning, and maintenance of temporary facilities and enclosures. PART 3 - EXECUTION 3.01 GENERAL A. Comply with applicable requirements specified in Section 02670 - Submersible Wastewater Pumping Station, as well as state and local codes. B. Maintain and operate systems to ensure continuous service. 1. ' 01510-2 9.02 REMOVAL A. Completely remove temporary materials and equipment when their use is no longer required. B. Clean and repair damage caused by temporary installations or use of temporary facilities. C. Restore existing facilities used for temporary services to specified, or to original, condition. L L ENO OF SECTION 01510-3 SECTION 01560 TEMPORARY CONTROLS PART 1 - GENERAL (UGC01560.FMT):aa 1.01 REQUIREMENTS INCLUDED A. Furnish, install, and maintain temporary control facilities required for construction; remove on completion of entire project any features not intended to remain on the project site. S. Provide noise control, dust control, water control, debris control, pollution control and erosion control as specified in the appropriate sections of these documents. 1.02 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with federal, state, and local codes and regulations and utility company requirements. B. Comply with Department of Transportation requirements. PART 2 - PRODUCTS 2.01 MATERIALS (GENERAL) A. Materials may be new or used, but must be adequate in capacity and quality for the required usage, MUST NOT create unsafe conditions and MUST NOT violate requirements of applicable codes and standards. 2.02 TEMPORARY NOISE CONTROL A. Mechanical equipment shall be fitted with mufflers tb reduce noise from internal combustion type engines. B. Bells, sirens, alarms, to., shall be adjusted to provide adequate warnings to personnel on the project site; however, they shall be regulated to an intensity that is amenable to the neighboring communities. 01560-1 L L L C. Exterior construction work noises shall be kept to a minimum during weekend tendo holiday mnoises hours. In addition,ion, Shall be limited to acceptable levels. D. In addition to on-site noise control, noise considerations shall be made to off-site vehicles and equipment (mobilization, demobilization, deliveries, etc.). 2.03 TEMPORARY DUST CONTROL Dust formed as a result of the construction shall be controlled by the Contractor. Cleaning of work areas and application of dust control materials are the most effective methods of dust control. 2.04 TEMPORARY WATER CONTROL A. The flow of water through the construction site shall be controlled by the Contractor such that it does not damage any constructed items; however, it shall be diverted and channeled to effectively leave the site as soon as possible. Puddling and pounding on the site is not permitted. B. Water shall be controlled such that it does not enter excavated areas, nor is deposited on or against constructed features. 2.05 TEMPORARY DEBRIS CONTROL A. Provision shall be made by each Contractor to have available adequate containers to hold any and all debris that is to be generated from the project. Containers should be covered to prevent wind blowing paper, plastic, and lightweight products around and off the site. B. Instructions shall be given to personnel to utilize the trash containers. Containers shall be placed 16 convenient places at the site. C. At least once per week, a thorough cleaning of trash and debris shall be made at the construction site. An acceptable method of disposal shall be employed. END OF SECTION 01560-2 r a SECTION 01600 MATERIAL AND EQUIPMENT (UGCO1600.FMT):aa PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Products B. Workmanship C. Manufacturer's Instructions D. Transportation and Handling E. Storage and Protection F. Substitutions and Product Options 1.02 RELATED REQUIREMENTS A. Section 01000: Summary of Work - Provisions and performance of work under the Contract. B. Section 01090: Reference Standards - Provision and identification of publication sources for referenced standards. C. Section 01340: Shop Drawings, Product Data and Samples -Submittal of manufacturer's drawings, ' descriptive literature, samples and certificates. D. Section 01710: Cleaning - manufacturer's recommendation and procedures for cleaning. E. Section 01740: Warranties and Bonds - Form and ,. time of submission. L1.03 PRODUCTS A. Products include material, equipment and systems. L B. Comply with specifications and referenced standards as minimum. C. Manufactured and fabricated components required to L be supplied in quantity with a specification section shall be the same, and shall be L interchangeable. 01600-1 L r 1.04 1.05 1.06 D. When project is alteration and additional work, Do NOT use materials and equipment, removed from existing structure, except as specifically allowed by notation or indication by Contract Documents. WORKMANSHIP A. Comply with industry standards except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship. B. Perform work by persons qualified to produce workmanship of specified quality. C. Secure products in place with positive anchorage devises designed and sized to withstand stresses, vibration, and rocking. MANUFACTURERS' INSTRUCTIONS A. When work is specified to comply with manufacturer's printed instructions, obtain and distribute copies to persons involved, and maintain one set at job site in field office. B. Perform work in accordance with manufacturer's instructions and specified requirements. C. Should a conflict exist between Specifications and manufacturer's instructions, consult with Engineer. TRANSPORTATION AND HANDLING A. Arrange deliveries of products in accordance with construction schedules; coordinate to avoid delay of progress, conflict with work and with conditions at the site. B. Transport products by methods to avoid product damage; deliver in undamaged condition in manufacturer's unopened containers or packaging, dry. C. Provide equipment and personnel to handle product by methods to prevent soiling or damage. D. Promptly inspect shipments to assure that products comply with requirements, quantities are correct and products are undamaged. 01600-2 1.07 STORAGE AND PROTECTION A. Store products in accordance with manufacturer -s instructions, with seals and labels intact and legible. B. Store sensitive products in weather -tight enclosures; maintain within temperatures and humidity ranges recommended/required by manufacturer's instructions. C. For exterior storage of fabricated products, place on sloped supports above ground. Cover products subject to deterioration with impervious sheet covering; provide ventilation to avoid condensation. D. Store loose granular materials on solid surfaces in a well -drained area; prevent mixing with foreign matter. E. Arrange storage to provide access for inspection. Periodically inspect to assure products are undamaged, and are maintained under required conditions. F. After installation, provide coverings to protect products from damage from traffic and construction operations, remove when no longer needed. 1.08 PRODUCT OPTIONS A. within 30 days after date of Contract, submit complete list of major products proposed, with name of manufacturer, trade name and model. B. Options: 1. Products specified only be reference standard: Any product meeting that standard. 2. Product specified by naming several manufacturers: Product of any named manufacturer meeting specifications. 3. Products specified by naming one or more manufacturers and "or equal": Submit a request for substitution for any manufacturer not specifically named. 1.09 SUBSTITUTIONS �- A. Only within30 days after date of Contract will Engineer consider requests from Contractor for 01600-3 L L L substitutions. Subsequently, substitutions will be considered only when a product becomes unavailable due to no fault of Contractor. B. Document each request with complete data, drawings and samples as appropriate, substantiating compliance of proposed substitution with Contract Documents including: 1. Comparison of the qualities of the proposed substitution with the specified. 2. Changes required in other elements of the work because of the substitution. 3. Effect on the construction schedule. 4. Coat data comparing the proposed substitution with the product specified. 5. Any required license fees or royalties. 6. Availability of maintenance service, and the source replacement materials. C. Request constitutes a representation that Contractor: 1. Has investigated proposed product and determined that it meets or exceeds, in all respects, specified product. 2. Will provide the awe warranty for substitution as for specified product. 3. Will coordinate installation and make other changes which may be required for work to be complete in all respects. 4. waives claims for additional costs which may subsequently become apparent. D. Substitutions will not be considered when they are indicated or implied on Shop Drawing or Product Data submittals without separate written request, or when acceptance will require substantial revision of Contract Documents. E. Engineer will review to determine acceptability of proposed substitution, and will notify Contractor of acceptance or rejection in writing within a reasonable time. PART 2 - PRODUCTS Not applicable PART 3 - EXECUTION Not applicable END OF SECTION 01600-4 r (UGC01700.FMT):aa r- SECTION 01700 CONTRACT CLOSEOUT PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Comply with requirements stated in General and Special conditions of the Contract and in Specifications for administrative procedures i'n closing out the work. B. Related requirements in other parts of the Contract Documents: 1. Fiscal provisions, legal submittals, and additional administrative requirements; General Conditions of the Documents: a. Paragraph 6.19 - Record Documents b. Paragraph 14.11 - Final Inspection C. Paragraph 14.8 - Substantial Completion d. Paragraph 14.12 - Application for Final Payment e. Paragraph 14.13 - Final Payment and Acceptance f. Paragraph 13.1 - Guarantee of Work C. Related requirements specified in other sections: 1. Section 01710: Cleaning 2. Section 01720: Prej act Record Documents 3. Section 01730: Operating and Maintenance Data 4. Section 01740: Warranties and Bonds 1.02 SUBSTANTIAL COMPLETION A. When Contractor considers his work is substantially complete, he shall submit to Engineer: 1. A written notice that the work, or designated portion thereof, is substantially complete � 2. A list of items to be completed or corrected L B. Within a reasonable time after receipt Of such noticeEngineer will make an inspection to determine the status of completion. L 01700-1 r C. should Engineer determine that the work is not i substantially complete: 1. Engineer will promptly notify the Contractor, 1, in Writing, giving the reasons 2. Contractor shall remedy the deficiencies in the work, and shall send a second written notice of substantial completion to Engineer 3. Engineer will reinspect the work D. When Engineer concurs that the work is i substantially complete, he will: 1. Prepare a Certificate of Substantial Completion, accompanied by a list of items to be completed or corrected 2. Submit the Certificate to owner and Contractor �. for their written acceptance of the responsibilities assigned to them in the certificate 1.03 FINAL INSPECTION A. When Contractor considers the work is complete, he shall submit written certification that: 1. Contract Documents have been reviewed 2.. Work has been inspected for compliance with Contract Documents 3. Work has been completed in accordance with Contract Documents 4. Equipment and systems have been tested in the presence of the owners representative and are operational 5. Equipment and systems instructions to owner's personnel have been completed in accordance with Section 01730 6. Work is completed and ready for final inspection D. Engineer will make an inspection to verify the status of completion with reasonable promptness after receipt of such certification. ''- C. Should Engineer consider that the work is incomplete or defective: 1. Engineer will promptly notify the Contractor, in writing, listing the incomplete or defective work i L L 01700-2 2. Contractor shall take immediate steps to remedy the stated deficiencies, and send a second written certification to Engineer that the work is complete 0. Engineer will reinspect the work D. when Engineer finds that the work is acceptable under the Contract Documents, he shall request the Contractor to make closeout submittals. 1.04 REINSPECTION FEES Should the Engineer perform reinspection due to failure of the work to comply with the claims of status of completion made by the Contractor, Contractor will compensate Engineer/owner for such additional services. 1.05 ADDITIONAL SERVICES Should Engineer be required to provide representation at the site for the administration of the Contract for Construction, more than thirty days after the specified Date of Substantial Completion of the work, Contractor will compensate Engineer for such additional services. ]..OG CONTRACTOR'S CLOSEOUT SUBMITTALS TO ENGINEER A. Evidence of compliance with requirements of governing authorities: Certificate of occupancy B. Project Record Documents: To requirements of Section 01720 C. Operating and Maintenance Data: Instructions to owner's personnel conforming to requirements of Section 01770 D. warranties and Bonds: To requirements of Section 01740{ also, see Item H below E. Spare Parts and Maintenance Materials: To requirements of each specification section F. Evidence of Payment and Release of Liens: To requirements of General and Supplementary Conditions G. Certificate of Insurance for Products and Completed Operations L. - 01]00-J H. one (1) Year Maintenance Bond I. Certificate of operation from equipment manufacturers 1.07 FINAL ADJUSTMENT OF ACCOUNTS A. Submit a final statement of accounting to Engineer. B. Statement shall reflect all adjustments to the Contract Sum: 1. The original Contract Sum 2. Additions and deductions resulting from: a. Previous change orders b. Allowances C. Unit prices d. Deductions for uncorrected work e. Deductions for liquidated damages f. Deductions for reinspection payments g. other adjustments 3. Total Contract sum, as adjusted 4. Previous payments 5. Sum remaining due C. Engineer will prepare a final change order, reflecting approved adjustments to the Contract sum which were not previously made by change order. 1.08 FINAL APPLICATION FOR PAYMENT A. Contractor shall submit the final Application for Payment in accordance with procedures and requirements stated in the Conditions of the Contract. PART 2 - PRODUCTS Not applicable LPART 3 - EXECUTION Not applicable L LEND OF SECTION L01700-4 1 r (UGCO1710.FMT):aa �. SECTION 01710 CLEANING r PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED Execute cleaning, during progress of the work, and at completion of the work, as required by General Conditions. 1.02 DISPOSAL REQUIREMENTS Conduct cleaning and disposal operations to comply with codes, ordinances, regulations, and anti -pollution laws. PART 2 - PRODUCTS 2.01 MATERIALS A. Use only those cleaning materials which will not create hazards to health or property and which will not damage finishes and surfaces. B. Use only those cleaning materials and methods recommended by manufacturer of the surface material to be cleaned. C. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. PART 3 - EXECUTION 7.01 DURING CONSTRUCTION A. Execute periodic cleaning to keep the work, the site, and adjacent properties free from accumulation of waste materials, rubbish, and windblown debris resulting from construction '- operations. B. Dispose of waste materials, cartons, crating, debris, and rubbish at designated waste receptacles. C. Contractor shall maintain a broom -cleaned site during the entire construction phase. " 01]10-1 r D. For exterior utility work (such as underground pipelines, roadways, service areae, etc.), these shall be cleaned daily. Not less frequently than once weekly. Roadways shall be mechanically broomed. 3.02 DUST CONTROL A. General Contractor shall broom -clean interior spaces prior to the start of completing painting and continue cleaning on an as -needed basis until painting is finished. B. Schedule operations so that dust and other contaminants resulting from the cleaning process will not fall on wet or newly -coated surfaces. 3.03 FINAL CLEANING A. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels, and other foreign materials. B. Contractor shall broom -clean paved surface; rake -clean other surfaces of the grounds. C. Prior to final completion, Contractor shall conduct an inspection of all work areas to verify that the entire work area is clean. t I L LEND OF SECTION 01]10-2 (UGC01720.FMT)-.as SECTION 01720 r' PROJECT RECORD DOCUMENTS PART I - GENERAL 1.01 REQUIREMENTS INCLUDED A. Contractor shall maintain at the site for the Owner one record copy of the following: L 1. Drawings 2. Specifications 3. Addenda 4. Change orders and other modifications to the Contract 5. Engineer field orders or written instructions 6. Approved shop drawings, product data, and samples 7. Field test records S. Related requirements in the other parts of the Contract Documents: General Conditions of the Contract; Section 2 - Schedules, Reports and Records C. Related requirements specified in other sections: Section 01340: Shoo Drawings, Product Data and Samples 1.02 MAINTENANCE OF DOCUMENTS AND SAMPLES A. Contractor shall store documents and samples in the field office apart from documents used for construction. 1. Provide files and racks for storage of documents. L2. Provide locked cabinet or secure storage space for storage of samples. LB. File documents and samples in accordance with Specifications - Table of Contents. L01720-1 L C C. Maintain documents in a clean, dry, legible condition and in good order. 00 not use record documents for construction purposes. �.., D. Make documents and samples available at all times for inspection by Engineer. �. 1.03 MARKING DEVICES A. provide felt tip marking pens for recording information in the color red. 1.04 RECORDING (SEE ALSO SPECIAL CONDITIONS) A. Label each document "PROJECT RECORD" in neat large printed letters. B. Record information concurrently with construction progress. DO NOT conceal or backfill any work until required information is recorded. C. Drawings: Legibly mark to record actual construction: - 1. Depths of various elements of construction in relation to N.G.V.D. 1929. ' 2. Horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 3. Location of internal utilities and appurtenances concealed in the construction, - referenced to visible and accessible features of the structure. ' 4. Field changes of dimension and detail. - S. Changes made by field order or by change order. 6. Details not on original contract drawings. D. Specifications and Addenda: Legibly mark each section to record: 01720-2 r 1. Manufacturer, trade name, catalog number and supplier of each product and item of equipment actually installed. 2. Changes made by field order or by change order. 1.05 SUBMITTAL A. At Contract close-out, deliver Record Documents to Engineer for the Owner. B. Accompany submittal with transmittal letter in duplicate, containing; 1. Date 2. Project title and number 3. Contractor's name and address 4. Title and number of each Record Document 5. Signature of Contractor or his authorized representative 1.06 AS -BUILT SURVEYS A. CONTROL INFORMATION FOR AS -BUILT UTILITY SURVEY WORK 1. All as -built drawings shall state in 1" lettering "AS -BUILT RECORD SURVEY" located in the bottom right hand side of the drawing original and/or copies, along with the as -built date. 2. All as -built surveys shall meet the minimum requirements of the Chapter 61G17, Florida Administrative Code Pursuant to Section 472 of the Florida Statures. All surveys shallbe based on a ,. minimum horizontal control Third Order, "Class 2". 3. All state plane coordinates shall be based on the Florida State Plane Horizontal Data (East Zone); Florida High Precision Geodetic Network (Superstation) and HAD 83/1990 - final adjustment. 4. State plane coordiantes shall be physically tied to a minimum of two known state plane coordiante benchmarks that utilize number 3 above. State plane coordinates shall be shown on survey at benchmarks used. 01720-3 M r S. All elevations shown shall be based on 1929 NGVD 6. All incoming as -built survey AUTOCADD drawing files shall be received on 3 1/2" diskette and in state plane coordinated. (NOTE: Prior to submitting the 3 1/2" AUTOCADD diskette, three (3) copies of each survey shall be submitted for review and approval. After all approvals, a signed and sealed Mylar reproducible along with two (2) signed and sealed copies of each survey shall be submitted. 7. All as -built survey drawings shall be tied to a minimum of one permanent reference monuments (P.R.M.). Every 1400 feet if available and tied to a minimum of two section corners or one section corner and one 1/4 section corner which ever is closest to the project. S. All as -built survey drawings shall be calculated in a Cogo package for future G.I.S. Information. The Cogo used shall meet the Co, -.c rey.:irements set forth by the Department of utility Services. -. -11 as-builts surveys shall include a minimum of two (2) existing or established benchmarks for vertical control every 1,400 feet shown on all surveys. 10. Horizontal Control Monumentation (if required) for utility lines shall be a minimum of two (2) points at a maximum of 1,400 feet between points and shown on all surveys. 11. All utility as -built construction located within the right-of-ways, easements and alike shall be tied to the respective right-of-ways, easements, etc., every 1,000 feet and change of direction. ! 12. All utility as -built construction located within one ` mile of the Indian River County Global Positioning System (G.P.S.) control project shall be ties from that nearest G.P.S. point andintothe closest L constuction site Permanent Reference Monument (P.R.M.), if available. This does not eliminate L Item No. 7 above. 13. All as -built, shall clearly depict as -built utility lines that were constructed along with all easements. As-builts will not be accepted unless 01720-4 the verbage "PROPSED" and/or "TO BE CONSTRUCTED" have been revised to read "AS -BUILT". Constuction drawings with construction terminology will not be accepted. PART 2 - PRODUCTS Not applicable PART 3 - EXECUTION Not applicable L. L L END OF SECTION 01720-5 r. L (UGCO1740.FMT):aa SECTION 01740 r WARRANTIES AND BONDS ' PART 1 - GENERAL r- 1.01 REQUIREMENTS INCLUDED A. Compile specified warranties and bonds. B. Compile specified service and maintenance contracts. C. Co -execute submittal when so specified. D. Review submittals to verify compliance with - Contract Documents. E. Submit to Engineer for review and transmittal to Owner. 1.02 RELATED REQUIREMENTS A. In other parts of the Contract Documents: 1. Instructional to Bidders: Bid or Proposal Bonds 2. General Conditional of Contract: a. Performance Bond and Labor and Material Payment Bond. b. General Warranty of Construction. B. Specified in other sections: 1. Section 01700: Contract Closeout. 2. Section 01730: Operating and Maintenance Data. 3. Each respective section of Specifications shall have Warranties and Bonds required for specific products. 4. Provisions of Warranties and Bonds, Duration: The respective section of specification which specifies the product. 1.03 SUBMITTAL REQUIREMENTS A. Assemble warranties, bonds and service and maintenance contracts, executed by each of the respective manufacturers, suppliers and subcontractors. L B. Number of original signed copies requires: Two each. C. Table of Contents: Neatly typed, in orderly sequence. Provide complete information for each item. L 1. Product or work item. 2. Firm, with name of principal, address and telephone number. L01740-1 L r r 7. .cope. 4. Date of beginning of warranty, bond or service and maintenance contract. �. , S. Duration Of warranty, bond or service maintenance contract. 6. Provide information for Owner's personnel: a. Proper procedure in case of failure. b. Instances which might affect the validity of warranty bonds. 7. Contractor, name or responsible principal, address and telephone number. 1.04 FORM OF SUBMITTALS A. Prepare in duplicate packets. B. Format: 1. Size 6-1/2" X 11" punch sheets for 7 -ring binder. a. Fold larger sheets to fit into binders. 2. Cover: Identify each packet with typed or printed title "WARRANTIES AND BONDS". List: a. Title of project. b. Name of Contractor. C. Binders: Commercial quality, three-ring, with durable and cleanable plastic covers. 1.05 TIME OF SUBMITTALS A. Make submittal. within ten days after date of Substantial Completion, prior to final request for payment. B. For items of work, where acceptance is delayed materially beyond the Date of Substantial Completion, provide updated submittal within ten days after acceptance, listing the date of acceptance as the start of the warranty period. 1.06 SUBMITTALS REQUIRED A. Submit warranties, bonds, service and maintenance contracts as specified in the respective sections of Specifications, as appropriate. �- PART 2 - PRODUCTS Not applicable Part 7 - EXECUTIVE L. Not applicable END OF SECTION 01140-2 L. DIVISION 2 SITE WORK (UGCO2115.FMT):aa SECTION 02115 TREE PROTECTION AND TRIMMING PART 1 - GENERAL 1.01 DESCRIPTION OF WORK Only those trees which are in the direct path of construction are to be removed. Contractor shall make every possible effort to save any tree of four -inch diameter or larger, including minor adjustment to the pipe routing. Changes in pipe routing must be approved by the EngineerAny tree which is not designated for removal but which will significantly interfere with construction shall be trimmed by a qualified tree surgeon. Contractor shall minimize tree removal and tree trimming operations to as great an extent as possible. 1.02 QUALITY ASSURANCE Engage a qualified tree surgeon to perform the following work: 1. Carefully remove branches from trees as required for new construction; all wounded trees shall be immediately treated. 2. Recommend procedures to compensate for loss of roots and perform initial pruning of branches and stimulation of root growth where removed to accommodate new construction. 3. Perform tree repair work for damages incurred by new construction. 1.03 JOB CONDITIONS '- Provide temporary fencing, barricades, or guards to protect trees and other plants which are to remain from damage. 02115-1 PART 2 - PRODUCTS 2.01 MATERIALS Tree Pruning Compound: Waterproof, antiseptic, elastic, and free of kerosene, coal tar, Creosote, and other substances harmful to plants. Pruned or damaged trees shall be treated with the following: 1. pine t (all speciesl: A mixture of twelve percent (12%) Benzine Hexachloride (BHC) emulsifiable concentrate shall be mixed at the rate of one (1) pint BHC per gallon of 12 fuel oil. Spray damaged area liberally. Spray the rest of the tree from ground level to a height of six feet (61). Spraying of damaged trees shall be completed within five (5) days after injury occurs. 2. MArdwood fall speci2s except Pine): An application of asphalt -type tree pruning paint shall be applied to the damaged area. The paint shall be applied in sufficient quantity so as to form an airtight seal. spraying or painting of the damaged trees shall be performed within twenty-four (24) hours after the injury occurs. In case of damage to "specimen" hardwoods, the inspecting Engineer may require the Contractor to retain a skilled and licensed tree surgeon to properly treat the damaged tree. No compensation shall be made to the Contractor for treating damaged trees. PART 3 - EXECUTION 3.01 GENERAL Protect tree root system from damage due to noxious materials in solution caused by run-off or spoilage during mixing and placement of construction materials, or drainage from stored materials. Protect root systems from flooding, erosion, or excessive wetting resulting from dewatering operations. 3.02 REPAIR AND REPLACEMENT OF TREES ` A. Repair trees damaged by construction operations, in a manner acceptable to the Engineer. Make repairs promptly after damage occurs to prevent progressive L deterioration of damaged trees. L B. Remove and replace dead and damaged trees which are determined by the tree surgeon to be incapable of restoration to normal growth pattern. L02115-2 L C. If trees over six inches in caliper measurement (taken 12 inches above grade) are required to be replaced, provide new trees of six inches caliper size, and of the species selected by the Engineer. 7.07 DISPOSAL Removal from Owner's property: Remove excess excavation, displaced trees, and trimmings, and dispose of off the owner's property in a manner approved by local agencies. LEND OF SECTION L02115 W SECFION02320 TRENCHLESS INSTALLATION OF PRESSURE MAINS BY DIRECTIONAL BORING PARTI--GENERAL 1.1 SECFION DESCRIPTION 1.1.1 Portions of the pressure mains shall be installed by die directional boring method within the limits indicated on on, contras pions and as specified herein. Generally, as a minimum, the pressure main is to h located within the road rightof-way and shall be installed by directional boring. 1.1.2 This section includes mamrials, performaneo and installation standards, and Contractor responsibilities associated with the famishing of all labor, materials, equipment and incidentals required to install, complete, required trenchless installation of pressure mains, as shown on the Drawings and as specified herein. 1.2 EXPERIENCE 1.2.1 The Contractor most demonstrate erpenisc iny bl methods using a wire guided locating system by prmidmg a list of tan (10) utility references for which similar work has been performed in the last two years. The mferences should include a time and telephone number where correct can be made to verify the contraclofs capability. The Contractor must provide documentation showing successful mmpetbut of the projects used for reference. Comcntional trenching experienco will not be considered applicable. 1.2.2 All supervisory personnel must be adequately trained and shall have at least four (4) years experiences in directional boring. The Contractor shall submit the names and resumes of all supervisory field personnel prior to combustion. 1.2.3 Because of time constraints, die Convector may wish to provide multiple expericnecd directional hating crews. 1.2.4 The directional boring equipment shall be capable of installing dice minimum pip. diameter ailed on the plans. 1.3 SUBMITTALS 1.3.1 Submit technical dela for equipment including clay slurry material, method of installation with working drawings, and proposed sequence of construction for approval by the Engines, 1.3.2 Prior to approval for directional boring, the Contractor must submit the names of supervisory field removal and historical information ofelimetional boring experience. In addition, the Convector must submit for approval nameplate, data for the drilling equipment, mobilo spoils removal unit, and MSDS (Material Safety Data Shoats) information for the drilling slurry compounds. 02320- 1 IIORU.ONLA nIR I:CIIUNLI, aR11LNa 1 G1Mde1n4P.a)hNPmeNDIDJIavanhl U'veniond lxillingaa 1.3.3 The Contractor is required to bring to the attention of the Engineer any known design disempancics with actual tunneling methods that the Contractor will be performing. This shall be stated in writing to the Engineer no later than the pro -ora struction meeting. 1.3.4 Provide shop dining submittal and sample of pipe, fused joint, and trace wire PART 2— EXECUTION 2.1 INSTALLATION 2.1.1 Installation shall be in a trenchless manner producing continuous hues. 2.1.2 no Wnneling system shall be mmolcly steerable and permit electronic monitoring of tunnel depth and location. Accurate placement of pipe within a ± 24irch window is required boN horiognuilly end vertically, Turning capability of a 9Udcgmc radius in 4U fem is required. Continuous monitoring of the boring head is required, including across open water irnccessary. 2.1.3 The directional boring Contractor shall submit ndifcathm, by a Professional Engineer or Professional Land Surveyor licensed in the Suite of Florida, that the diroelional boring lies been performed in accordance to the concoction drawings, and shall provide signed and sealed record drawings. Record Drawings (As -built) shall be provided both in electronic formal and hard paper copy. 2.1.4 Tunneling shall be performed by a fluid -cutting process (high pressum-low volume) utilizing liquid clay- i.e. bentonite, lite clay lining will maintain tunnel stability and provide lubrication in order to reduce frictional drag while the pipe is being installed. In addition, the clay fluid must be totally inert and contain no environmental risk. The Contractor must also have o mobile vacuum spoils recovery vehicle on-site to remove the drilling spoils from the access pits. The spoils must then be transported from the job site and be properly disposed of off the site. Under no circum man. shall the drilling spoil W pmedittcd to be disposed of into sanitary, storm, or other public or private drainage systems. Sidgils may be tropident9d or Illgi C t 's S I'd Vast. F il't and Or cost of disposal shall be be. bay th CougM 2.15 Liquid clay type colloidal drilling nuid shall consist of at least IU percent of high-grade carefully processed bentonite b consolidate cuttings of the soil, to seal We walls of die hole, mid to famish lubrication for subsequent removal of cuttings. The slurry, which is heavier than the surrounding material, is high in colloids of the bentonite type and it will deposit a thin filter cake of low permeability material on the walls of the bore. This will allow only a small amount of the fluid to pass into the surrounding soil and will also stabilimdiclame. The colloidal content ofthc fluid imparts excellent lubricating qualities to the slurry, which is a distinct aid to the removal of the soil cuttings. 2.1.6 pneumatic or water -jelling methods will be considered unacceptable due to the possibility of surface subsidence. 02320-2 cmen.NRl. neaAANO C'aMAwnln\MAoixo olaa-IlonzwWl ointlionel nolaos doe r r I 2.1.7 After on initial bore has been completed, a roamer will be installed et the termination pit and The pipe shall be pulled back to the starting pit The reamer shall be capable of discharging liquid clay to facilitate the installation of Ne pipe into a stabilized and lubricated tunnel. 1- 2.I1 A minimum of two 2 insulated 414 treco wins shall be installed along with the HDPE. 1 The vete wire shall be tested for continuity upon completed installation. Should both voce wires fail to pass a continuity lest then the test will be considered a failure and the t- wires shall be replaced. Tracing Wircs: N 14 Single Conductor Copper Tracc Wim shall be wrapped or affixed to pipe and fittings 2.1 .8 Upon completion of boring and pipe installation, the Contractor shall remove all spoils from due starting and torminmion pits. All pits shall be restored to their original condition. 2.2 RESTORATION OF PAVED, IMPROVED AND UNIMPROVED AREAS 2.2.1 The shoulders, ditches, banks and slopes of roads and railroads crossed and paralleled shall be restored to their former condition and properly sodded so that they shall not wash out before becoming consolidated. Restoration shall he as required by the jurisdictionol authority and as specified within the Contract Document Road and railroad crossings and parallel installations are to be continuously maintained until the completion of the work. No direct compensation shall be paid for Comnamofs repair or maintenance of crossings and parallel installations. ^^ END OF SECTION •" 02320-3 IIUaI/.ONTRI. UIRI:CpONALUW WNO C:U1AeI1�aF.niMpeob3l3a Jloawnwl lYwcaonY UnllinBtlu[ (UGCO2401.FMT):aa SECTION 02401 DEWATERING PART 1 - GENERAL 1.01 DESCRIPTION OF WORK The work to be performed under this section shall include furnishing all equipment and labor necessary to remove storm or subsurface waters from excavation areas in accordance with the requirements set forth and as shown on the drawings. 1.02 APPLICABLE CODES, STANDARDS, AND SPECIFICATIONS The dewatering of any excavation areas and the disposal of the water shall be in strict accordance with the latest revision of all local and state government rules and regulations. The Contractor shall obtain any required dewatering permit from the appropriate agencies prior to commencing dewatering operations. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION 3.01 DEWATERING The Contractor shall provide adequate equipment for the removal of storm or subsurface waters which may accumulate in the excavation. If subsurface water is encountered, the Contractor shall utilize suitable equipment to adequately dewater the excavation so that it will be dry for work and pipe laying. A wellpoint system or other Engineer -approved dewatering method shall be utilized if necessary to maintain the excavation in a dry condition for preparation of the trench bottom and for pipe Paying. wellpoint holes shall be plugged with concrete grout. Dewatering by trench pumping will not be permitted if migration of fine grained natural material from bottom, side walls, or bedding material will occur. In the event that satisfactory dewatering cannot be accomplished due to subsurface conditions or where dewatering could damage existing structures, the Contractor shall obtain the Engineer's approval of wet trench construction procedure before commencing 02401-1 construction. Dewatering shall cease in a manner to allow the subsurface water to slowly return to normal levels. 3.02 DISPOSAL Water pumped from the trench or other excavation shall be disposed of in storm sewers having adequate capacity, canals, or suitable disposal pita. Contractor is responsible for acquiring all permits required to discharge the water and shall protect waterways from turbidity during the dewatering operation. In areas where adequate disposal sites are not available, r partially backfilled trenches may be used for water disposal only when the Contractor's plan for trench disposal is approved in writing by the Engineer. The Contractor's plan shall include temporary culverts, barricades, and other protective measures to prevent damage to property or injury to any person or persons. No flooding of streets, roadways, driveways, or private property will be permitted. Engines driving dewatering pumps shall be equipped with residential type mufflers. I L LEND OF SECTION L02401-2 �-, (UGCO2485. FMT):as SECTION 02485 GRASSING I PART 1 - GENERAL 1.01 DESCRIPTION OF WORK The Contractor shall furnish all labor, equipment, and materials necessary for grassing all areas disturbed by his operations and any other areas on the plans indicated to receive grassing. It is the intent of this specification that damaged areas are to be replaced in kind, with sod to be used for all maintained yard areas. Engineer shall designate those areas to receive seed and those areas to receive sod. Engineer shall also designate the type of seed/sod to be used in each area. Contractor shall take all steps practical to minimize the area required to be sodded or seeded. All grassing shall be in accordance with Section 570-1 through 570-5 of the 1986 FDOT Standard Specifications for Road and Bridge Construction, except as modified herein. 1.02 STORAGE OF MATERIALS The Contractor shall provide space for storage of sod prior to placement in a manner that will not endanger or restrict pedestrian or vehicular traffic or interfere with other aspects of the work. PART 2 - PRODUCTS 2.01 SOD A. Types: Sad shall be St. Augustine Floratam, Argentine �. Bahia, Centipede, or Bermuda, depending on type of existing sod in adjacent area to be matched. Sod shall be well matted with roots. Where sodding will adjoin, (, or be in sufficiently close proximity to private lawns, types of sod other than those listed above may be used if desired by the affected property owners and approved by the Engineer. Sod shall be delivered in commercial - size rectangles, preferably 12 -inch by 24 -inch or larger. LB. Condition: The sod shall be sufficiently thick to secure a dense stand of live grass. The sod shall be live, fresh, and uninjured at the time of planting. It shall have a soil mat of sufficient thickness adhering firmly L to the roots to withstand all necessary handling. It 02485-1 shallbe reasonably free of ws and other grasses. it shall be planted as soon as possieedble after being dug and shall be kept moist from the time it is planted. 2.02 SEED A. General: All seed shall meet the requirements of the State Agriculture s ices all applicable Statlaws. The nse d shall haved consumer been andbeen harvested from the low percentage of grass prseedusyear's erornative seed gemination Causfall below the pure the live quality Of the percentage do asspecified below, tum he Contractor may elect, subject to the approval of the Engineer, to increase the rate of application obtainsufficiently to h specified. 14o payment willbe made m or the added seed. B. Delivery and Storage: Each of the species or varieties of seed shall be furnished and delivered in separate labeled bags. During handling and storage, the seed shall be cared for in such a manner that twill be and protected from damage by heat, moisture, rodents, other causes. All permanent and temporary grass seed shall have been tested within a period of six months of the date of planting. C. Purity and Germination: All Permanent of temporand ry grass seed shall have a minimum p P germination as follows: 1. Argentine Bahia Grass Seed shall have a minimum with a minimum pure seed content of 95 percent, germination of BO Percent. 2. Pensacola Bahia Grass Seed shall have a minimum pure seed content of 95 percent, with a minimum active germination of 40 percent and a total germination of 80 percent, including firm seed. 3. Bermuda Grass Seed shall be of common variety with a minimum pure seed content of 95 percent, minimum germination of 85 percent. 4. Annual Type Rye Grass Seed shall with a minimum ave a minimum pure seed content of 95 percent, germination of 90 percent. 2.03 MULCH The mulch material used shall normally be dry mulch. Dry mulch shall be straw or hay, consisting of oat, rye, of wheat straw, or of pangola, peanut, coastal Bermuda, or Bahia grass hay. Only deteriorated mulch which can readily be cut into the soil shall be used. 02485-2 2.04 GRASSING EQUIPMENT A. Seed Spreader: The seed spreader shall be an approved mechanical hand spreader or other approved type of spreader. B. Equipment for Cutting Mulch into Soil: The mulching equipment shall be of a type capable of cutting the specified materials uniformly into the soil and to the required depth. Harrows will not be allowed. C. Rollers: Acultipacker, traffic roller, or other suitable equipment will be required for rolling the grassed areas. PART 3- EXECUTION 3.01 GENERAL CONSTRUCTION METHODS Seeding and mulching operations will not be permitted when wind velocities exceed 15 miles per hour. Seed shall be sown only when the soil is moist and in proper condition to induce growth. No seeding shall be done when the ground is frozen, unduly wet, or otherwise not in a tillable condition. Whenever a suitable length of right-of-way or adjacent area has been graded, it shall be made ready, when directed by the Engineer, and grassed in accordance with these specifications. Grassing shall be incorporated into the project at the earliest practical time in the lift of the contract. 3.02 SODDING A. Preparation of Area to be Sodded: The ground which is to receive sod shall have been graded to proper elevations (2" below sodded grade) to match preconstructiun conditions or proposed grades. All disturbed swales and ditches shall have been restored to their preconstruction condition or better. The preconstruction grade shall be maintained and the prepared soil shall be loose and reasonably smooth. It shall be reasonably free of large clods, roots, patches of existing grass, and other material which will interfere with the sod -laying operations or subsequent mowing . and maintenance operations. B. Laying ofSod: Sod shall be installed in all areas so designated by Engineer. Sad shall be carefully placed so that each piece abuts flush to all surrounding sod, regardless of whether surrounding sod is new or existing. Where new sod is to be placed adjacent to existing sod, the new sad must be cut in to match the 02485-3 elevation of the existing sod. Uneven sod which might cause mowing problems will be rejected. New sod laid on top of existing sod will also be rejected. All sod placed on steep slopes (greater than 1:1) shall be pinned with a wooden pin to keep it in place. C. Rolling: Immediately after completion of the sod laying, the entire sodded area shall be rolled thoroughly with the equipment specified. At least two trips over the entire area will be required. D. Watering: Newly -sodded areas are to be watered by Contractor as necessary to keep sod alive until the Contractor is closed out. Dead sod shall be replaced by Contractor prior to contract closeout. 3.03 SEEDING A. Sequence of Operations: The operations involved in the work shall proceed in the following sequence: preparation of the ground, seeding, spreading, and cutting in mulch. B. Preparation of Area to be Seededt The ground over which the seed is to be sown shall be prepared by disk - harrowing and thoroughly pulverizing the soil to a suitable depth. The prepared soil shall be loose and reasonably smooth. It shall be reasonably free of large clods, roots, and other material which will interfere with the work or subsequent mowing and maintenance operations. C. Application of Seed: While the soil is still loose, the seed shall be scattered uniformly over the grassing area and immediately mixed into the seed bed to a depth of one-half inch. Unless other types of seed are called for, permanent -type grass seed shall be a mixture of 20 parts of Bermuda seed and 80 parts of Pensacola Bahia seed. Quick -growing type grass seed shall be a species which will provide an early ground cover during the particular season when planting is done and will not later compete with permanent grass. The separate types of seed used shall be thoroughly dry -mixed immediately before sowing. Seed which has become wet shall not be used. D. Mulching: When mulching is called for, approximately' two inches, loose thickness, of the mulch material shall then be applied uniformly over the seeded area, and the mulch material cut into the soil with the equipment specified, so as to produce a loose mulched thickness of three to four inches. Care shall be exercised that the 02985-4 materials are not cut too deeply into the soil. No artificial watering of the mulch shall be done before it is applied. E. Rolling: Immediately after completion of the seeding, the entire grassed or mulched area shall be rolled thoroughly with the equipment specified. At least two trips over the entire area will be required. F. Watering: Newly seeded areas are not to be watered to force the seed germination, but only to sustain grass growth. Water will only be used on vegetated areas when permitted by the Engineer. G. Operations on Steep Slopes: On steep slopes when mulching is called for, the mulch material may be anchored down in lieu of being cut into the soil by use of a machine. Anchoring may be done by either of the following methods: 1. Placing a layer of soil, approximately two inches thick by nine inches wide, along the upper limits of the mulch, and spotting soil piles over the rest of the area at a maximum spacing of four feet. 2. Spreading a string net over the mulch, using stakes driven flush with the top Of the mulch, enters, and stringing parallel andperpendicular, with diagonals in both directions. H. Maintenance: The Contractor shall, at his expense, maintain the planted areas in a satisfactory condition until final acceptance of the project. Such maintenance shall include the filling, leveling, and repairing of any washed or eroded areas, as may be necessary. The Engineer, at any time, may require replanting of any areas in which the establishment of the grass stand does not appear to be developing satisfactorily. If a planted area must by replanted due to the Contractor's negligence, carelessness, or failure to provide routine maintenance of such area, such replacement shall be at the Contractor's expense. If replanting is necessary due to factorsetermined to be beyond the control of the Contractor, payment for replacement will be made d under the appropriate contract pay items. END OF SECTION 02485-5 L_ (UGCO2576.FMT)aa SECTION 02576 PAVEMENT, SIDEWALK, AND DRIVEWAY REPLACEMENT PART I—GENERAL 1.01 REFERENCES A. Section numbers and Article numbers specified are those contained in the latest edition of the "Florida Department of Transportation Standard Specifications for Road and Bridge Construction." B. A City of Sebastian right-of-way permit and street opening permit is required for excavation of paved areas within the City's right-of-way. Any processing fees or bond fees required for right-of-way permit shall be paid by the Contractor. The same requirements of the County's Code will be acceptable for construction on City roads. C. Indian River Code Chapter 312, Section 08 C. UlilityConstruction in the Right -of -Way shall control where applicable. It is intended that the other specifications contained herein arc to be applied as more specific. In the event of a conflict between a provision of Code Section 312.08 C and any other provision of these specifications the more restrictive provision shall apply. D. 312.08C— Utility construction within the right-of-way. All utility work will require a right-of-way construction permit. Utility companies having a valid franchise to operate in Indian River County will not be required to pay a right-of-way permit fee. Utility companies not having a valid franchise may be required to pay a user fee to be determined by the Director of Public Works. The permit application shall be submitted along with the following information. t 1. General application data and specific utility data. 2. Appropriate filing fee. 3. Three (3) sets of engineering plans which contain plan, profile and cross-section views of the existing and proposed facilities including all existing utilities, structures in the right-of-way within I one hundred (100) feet of the improvement, and other pertinent information. 4. Plans that show the following criteria are met: a. Utility placement shall be the proper depth and location as approved by the Director of Public Works and Director of Utility Services. 02576-1 L b. All utility structures including traffic signal and control appurtenances, drainage structures, communication, and electrical lines, gas lines, water, sewer, oil transmission lines; etc., shall meet specifications and construction procedures as required by Florida Department of Transportation and appropriate utility agencies. C. open pavement cut shall not be permitted on county arterial and collector routes as designated on the county's thoroughfare plan unless approved by the public works director on the permit. All such crossings shall be "bore and jack" in accordance with Florida Department of Transportation standards, unless approved open cut. If open cut is approved, one (1) lane of traffic in each direction should be maintained, using proper traffic control procedures as outlined in the reference material cited in section 112.08.1 (b) and (c). Cl. Pavement cut and restoration, where approved, shall be as follows: 1. Pipe bedding, backfill and compaction shall conform to standards specified in section 912.08.1 (a) and (c). Open cut restoration shall meet specifications detailed in drawing No. 6 section 912.19. Density testing shall be performed by an approved independent testing laboratory and reports submitted to the public works director prior to permanent patch. A temporary asphalt patch shall be applied within twenty-four (24) hours after backfill and compaction. The finish surface of the temporary asphalt patch shall be within one-quarter (1/4) inch of the elevation of the existing roadway surface. 2. Seventy-two (72) hours prior to the time of pavement cut, the public works director shall be notified of the date and time of the cut. An emergency phone number of the contractor shall be provided. 02576-2 ]. Work site traffic control shall be provided in conformance with "Florida Department of Transportation Roadway and Traffic Design Standards." 4. Asphalt restoration will be required within fifteen (15) days after temporary patch is installed. The final finish shall be smooth and uniform within a one-quarter (1/4) inch tolerance of the required surface. 5. Shoulder, right-of-way sodding, and other restoration shall be performed as required by the public works director in accordance with Florida Department of Transportation standards. 6. Traffic control devices (e.g. signs, street name signs, traffic signals and pavement markings) shall be restored to their original condition or better. 7. Prior to final release of the performance bond, which shall occur no sooner than ninety (90) days after final pavement restoration, the engineer -of -record or utility company shall request a final inspection, shall certify that the utility has been installed in accordance with standards specified in the publications listed in section 912.08, shall submit two (2) copies of as -built drawings, and shall submit release of lien by contractors. 8. All utility structures will be required to have an identification tag designating proper ownership. �- 1.02 RESTORATION L All surfaces, as described, shall be completed as soon as is reasonable. In no case shall the pavement or driveway replacement operation be unfinished for more than 10 days after backfilling unless otherwise directed by the j.� Engineer. Replace all damaged or cut pavement due to Contractor's outside trench area that is damaged by the Contract at no expense L to Owner. 02576-9 L r 1.03 GUARANTEE All restored areas within the public right -o£ -way shall be guaranteed for one year. In the event of settlement of paved areas more than one-quarter inch below the undisturbed adjacent permanent pavement, the Contractor shall make the necessary repairs to restore the pavement level within ten calendar days after notification by the Owner. The cost of such repairs shall be paid by the Contractor. PART 2 - PRODUCTS 2.01 RASEROCR Limerock, shellrock, and local rock shall conform to DOT specifications, Section 911. 2.02 ASPHALTIC CONCRETE A. Prime and Tack Coats: Prime and tack coats shall be applied to the prepared baserock. Prime coat shall be cutback asphalt, Grade RC -70, MC -30, or MC -70, complying with DOT Specifications, Articles 300-1 through 300-7, applied at the average rate of 0.15 gallon per square yard. Tack coat shall be emulsified asphalt, Grade RS -2, complying with DOT Specifications, Articles 300-1 through 300-7 respectively, applied at the average rate of 0.10 gallons per square yard. The bituminous quantities are considered as average and are subject to some variation at the discretion of the Engineer and at no additional cost. B. Plant Mix Wearing Surface: A plant mix wearing surface course shall be constructed on the prepared Limerock base. Materials and construction shall conform with the requirements of DOT Standard Specifications for Type S-1 Asphaltic Concrete, Section 331, Articles 331-1 through 331-4. The finished pavement replacement shall be smooth and even with, or slightly above, the existing abutting pavement, but shall not have any appreciable bump due to this slight elevation. C. Rock, Gravel, or Marl Replacement: Roads, streets, or driveways constructed of rock, gravel, or marl shall be restored to a condition equal to or better than prior to construction using the same material unless directed otherwise. 02576-4 r D. Temporary Cold Patch: Temporary cold patch for temporary surface as required by Code section 312.08 (o) (d) 1, shall be a commercially available mix approved by.the engineer. 2.03 CONCRETE MIX, DESIGN, AND TESTING A com345ply requirements T Section forwith concrete mix design, sampling and testing, and quality control, and as herein specified. Design the mix to produce standard weight concrete B. consisting of Portland cement, aggregate, air - entraining admixture and water to produce the following properties. 1. Compressive strength - Class I, 3,000 psi. 2. Air Content: 3% to 6% pmplus or C concrete p minusoneinch from approved design slump. PART 3 - EXECUTION 3.01 PAVEMENT REPLACEMENT Replace pavement in accordance with the details shown on in drawings. The baserock shall be placedSection andcompacted accordance with DOT Specifications, 200- of follow tack coat shall ion ofplication immediately Prior tothe placing of the the prime coat immediately wearing surface course. 3.02 EDGE TRIM Trim edges of the existing pavement with a cont traight sete or other approved method to provide a clean, edge. 3.03 PAVEMENT MARKINGS Repaint, stripe, or rk pavement to app oved materialsand -approved a preexisting conditions, uing DOT procedures. 3.04 TEMPORARY PAVEMENT L Temporary pavement shall be installed as follows: L02576-5 A. Residential Streets: In residential streets, the Contractor shall, after completion and acceptance of the backfill, construct a base course in accordance with the typical section meeting the requirements of the DOT Specifications, section 200, Articles 200-1 through 200-10. The top of the base course shall be constructed flush with the adjacent asphalt surface. Or, completion of the base construction, it shall be primed and sanded in accordance with DOT Specifications, Section 300, Articles 300-1 through 300-6. Prime shall be applied at the rate of 0.50 gallon per square yard, or as directed by the Engineer. B. Arterial Streets: In arterial streets, the Contractor shall, after completion and acceptance of the backfill, construct a base course in accordance with the typical section. Upon completion of the base course, the contractor shall construct an asphaltic concrete surface course, Type II, in accordance with DOT specifications, Section 332, Articles 332-1 through 332-5. The top of the surface course shall be constructed flush with the adjacent asphalt surface. Thickness of the replaced course shall match the thickness of the existing surface course. 3.05 EMERGENCY REPAIRS AND PROCEDURES The Contractor shall provide the name and telephone number of at least two persons designated by the Contractor to receive notification of the need for emergency repairs. These persons shall be available for emergency notification on a 24 hour basis. The County will provide the name, or names, of its designee who will be charged with giving notice to the Contractor when the need for emergency repairs, or other actions, is ' necessary on work that has been performed by the Contractor. when so notified by the person so designated by the County that emergency repairs, or other actions, are necessary the Contractor will be given a reasonable time to respond to the situation. At the time of notification the contractor will give the time that he will be able to take action to rectify the emergency conditions. If this time is not satisfactory to the County, the county reserves the right to have the Road 6 L Bridge Division make necessary repairs, or take other emergency actions as required to restore the pavement, or take other actions necessary. The County will invoice L contract-orthe actual time and material. sed in executing the emergency repairs, or actions. Thisuamount L02576-6 will be based upon hourly rates and actual materials cost to the ContractornpriorThe labor to beginningeworkll be under supplied to If the Contractor does not pay the invoice as presented by es the thathamounttfromhe County the contractor von the Final to Pay withhold Pay forthis Contract. 3.06 SIDEWALK, CONCRETE DRIVEWAY, CURB, AND COMBINED GUTTER REMOVAL AND REPLACEMENT A. SURFACE PREPARATION: terial from the 1. Remove subbase lsurface oose a compacted immediately before pacing concrete. 2. Proof -roll prepared subbase surface to check for unstable areas and the need for additional compaction. Do not begin paving work until such conditions have been corrected and are ready to receive paving. Compare Paragraph requirements of FOOT section 230, 9 Ph 230-6. B. CONCRETE PLACEMENT: 1., Do not place concrete until subbase and forms have been checked for line and grade. Moisten if required to provide a uniform dampened condition at the time concrete is placed. Do not place concrete around manholes or other structures until they are completed to All required finish elevation and alignment. concrete driveways shall be FDOT Class 1 and a fiber minimum of 6 inches thick with wire or mesh reinforcement. All sidewalks shall be a minimum of 4 inches thick, shall be sawcut every 5 feet, and shall have an expansion joint every 30 feet. thods which 2. Place concrete imix me Consolidate concrete segregation of the along the face of frevent orms and adjacent to �- transverse joints with an internal vibrator. from joint assemblies, Keep vibrator away forms. Use only reinforcement, or side square -faced shovels for hand -spreading and consolidation. Consolidate with care to prevent dislocation of reinforcing, dowels, to n and ot use vibrators jointde L in forms or chot-. push mo concrete in L025]6-] L r Deposit and spread concrete in a continuous operation between transverse joints, as far as possible. If interrupted for more than one- half hour, _place a construction joint. Curbs and Gutters: Automatic machine may be used for curb and gutter placement at ContractorOs option. If machine placement is to be used, submit revised mix design and laboratory test results which meet or exceed the minimum herein specified. Machine placement must produce curbs and gutter& to the required cross-section, lines, grades, finish, and jointing as specified for formed concrete. If results are not acceptable, remove and replace with formed concrete as Specified. Joints: Construct expansion, weakened -plane (contraction), and construction joints true - to -line with face perpendicular to surface of the concrete, unless otherwise indicated. Construct transverse joints at right angles to the centerline, unless otherwise indicated. When joining existing structures, place transverse joints to align with previously - placed joints, unless otherwise indicated. a. Weakened -Plane Joints: Provide weakened - plane (contraction) joints sectioning concrete into areas where required. Construct weakened -plane joints for a depth equal to at least one-quarter concrete thickness, by sawing within 24 hours of placement or formed during finishing operations. Place joints at intervals not to exceed 10 feet, if not otherwise indicated. b. Construction Joints: Place construction joints at the end of all pours and at locations where placement operations are stopped for a period of more than one- half hour, except where such pours terminate at expansion joints. Construction joints shall be as shown or, if not shown, use standard metal keyway - section form of appropriate height. 025]6-e r C. Expansion Joints: (1) Provide premolded joint filler for expansion joints abutting concrete curbs, catchbasin, manholes, inlets, r structures, walks, and other fixed objects, unless otherwise indicated. (2) Locate Jointsxpansion 0 feet Sunless concretewalks, O.C. otherwise indicated. (0) Extend joint fillers full width and depth of joint, and not less than one-half inch below finished surface where joint sealer is indicated. If no joint sealer, place top of joint filler flush with finished concrete surface. (4) Furnish joint fillers in one-piece lengths for the full width being placed, wherever possible. Where more than one length is required, lace or clip joint filler sections togethshorter s n four incheseLshallsces notbe used unless specifically shown as such. (5) Protect the top edge of the joint filler during concrete placement with a metal cap or other temporary material. Remove protectionafter concrete has been placed on both sides of joint. with (6) Fillers and Sealants: Complythesa the requirements of ( specifications for preparation of joints, Materialss installllation. and herein performance,and as L specified. C. CONCRETE FINISHING 1. After striking-offconand cons olidating smooth the surface by and f screening ting. Use hand methods only and floating. L floating is not where mechanical act possible. Adjust the floating to uniform the surface and produce a L texture. L 02576-9 L T_ 2. After floating, test surface for trueness with a 20 ft. straight edge. Variations exceeding one-third inch for any two points within 30 feet, shall not be acceptable. Distribute concrete as required to remove surface Irregularities, and refloat repaired areas to provide a continuous smooth finish. 3. Work edges of slabs, gutters, back top edge of curb, and formed joints with an edging tool, and round 10-1/2" radius, unless otherwise indicated. Eliminate any tool marks on concrete surface. 4. After completion of floating and when excess moisture or surface sheen has disappeared, broom finish sidewalks by drawing a fine -hair broom across concrete surface, perpendicular to a line of pedestrian traffic. 5. Do not remove forms for 24 hours after concrete has been placed. After form removal, clean ends of joints and point - up any minor honeycombed areas. D. CURING: Protect and cure finished concrete paving and walks, as required. Use moist - curing methods for initial curing whenever possible of approved concrete curing compounds. REPAIRS AND PROTECTION: 1. Repair or replace broken or defective concrete, as directed by Engineer. 2. Drill test cores where directed by Engineer, when necessary to determine magnitude of cracks or defective areas. Fill drilled core holes in satisfactory pavement areas with Portland cement `- concrete bonded to pavement with epoXy i resin grout. L 3. Protect concrete from damage until acceptance of work. When construction traffic is permitted, maintain Pavement as clean as possible by removing surface L L 02576-10 stains and spillage of materials as they occur. 4. Sweep. concrete pavement and wash free of stains and discolorations, dirt, and other foreign material just prior to final inspection. END OF SECTION 02576-11 (UGCO2610.FMT):aa SECTION 02610 RESTRAINED JOINTS, EXCAVATION AND BACKFILLING 1.01 RESTRAINED JOINTS A. Restrained joints shall be used on lines larger than 6 -inch diameter. Sections of piping having restrained joints or those requiring restrained joints shall be constructed using pipe and fittings with restrained 'Locked -type' joints, and the joints shall be capable of holding against withdrawal for line pressures up to 150 pounds per :quare inch (psi). The pipe fittings shall be as shown for restrained push -on joints or restrained mechanical joints on Page 416 in Section VI, in the Handbook of Cast Iron Pipe, 4th Edition. In all cases, restrained joints must be used per Section C below, with thrust blocks, per contract drawings. B. Restrained pipe joints that achieve restraint by incorporating cutout sections installed in the bell of the pipe shall have a minimum wall thickness at the point of cutout that corresponds with the minimum specified wall thickness for the rest of the pipe. C. The minimum number of restrained joints required for resisting forces at fittings and changes in direction of pipe shall be determined from the length of restrained pipe on each side of fittings and changes in direction necessary to develop adequate resisting friction with the soil. Table N-58 is provided for the Contractor as a guideline. L = 1 SPA (I -COS X) fw Where: L = length of pipe on each side of fittings or change in direction. P150 psi, unless otherwise noted. A = cross-sectional area in square inches based on outside diameter (O.D.) of pipe. X - angle of bend or change in direction in �. degrees. f = ccefficient of friction = 0.4 (maximum). W = W (earth) + w (pipe) + W (water in pipe) 02610-1 W(earth)= (density ofsoil")(depth of cover in feet) (O.D. in feet) maximum 120 lbs/cubic it above maximum water table elevation and 60 lbs/cubic it below maximum water table elevation. D. Bolts and nuts for restrained joints shall be hot dipped galvanized, low alloy, high strength steel. E. The Contractor shall also provide restrainedjoints in accordance with the above criteria wherever thmst blocks are used in conjunction with below ground fittings on lines 12 inches in diameter or less. 1.02 EARTHWORKANDBACKFILL A. All excavation for utilities and/or house connections shall be adequately guarded with barricades and lights, so as to protect the public from hazard. Streets, sidewalks, driveways, curbs, parkways, and other public property disturbed in the course of the work shall be restored in a manner satisfactory to the County and City. B. Foundation material used for pipe bedding, from a minimum 6 inch distance below the pipe invert to the bottom 12 inches above the top of the pipe, shall be bank run sand and gravel. C. All gravity sewer installation procedures must be in accordance with pipe manufacturer's recommendations. All gravity sewers and force mains shall be installed to have minimum cover of 36 inches. Installation of gravity sewers shall be controlled by use of a laser to maintain proper grade. D. Installation of force mains shall be in accordance with AW W A Standard C600 and the installation specifications for water lines in the water distribution section, irrespective of the type of pipe selected. 1. Trench — Trench width shall be kept to a minimum necessary grade for installation of the pipe. The trench bottom shall be graded uniformly to match the slope of the pipe. 2. Backfill— Only good quality backfill, free of stones, roots, rocks, broken cement, or other material which might be damaging to the pipe shall be used. Backfill shall be placed in the trench in uniform lifts of 12 inches. t- 02610-2 _ 3. Compaction - All fill must be compacted by hand tamping from under the pipe up to the center line. Backfill shall be compacted in lifts up to the surface to achieve a minimum ' compaction of 95 percent of maximum density in roadways and shoulders, and 90 percent in easements, in accordance with AASATO T-180 and D-2167. 4. Dewatering - Construction shall be accomplished in a dry trench. Wellpointing will be required as necessary. All water entering excavations or other parts of the work shall be contained, collected, and pumped to suitable places for disposal, as ' permitted by State. 5. Sheeting - Sheeting and shoring shall be installed as may be necessary for the protection of the work, preservation of adjacent property end structures, and the safety of employees. Sheeting and bracing shall be uniform to OSHA requirements. Installation of water mains must be in accordance with latest AwWA Standard 0600, irrespective of the type of pipe selected. All installation procedures must also be in conformance with pipe manufacturer's recommendations. Minimum cover shall be 36 inches. Magnetic I.D. tape shall be placed continuously in the trench over PVC pipe, 12 inches below grade. Allowable deflection cf the pipe joints and curvature of PVC pipe shall not exceed the manufacturer's specifications. 1. Trench - Trench width shall be kept to a minimum necessary for pipe installation. The trench bottom shall be graded, and alignment shall be parallel with the roadway, possible. 2. Backfill - Only good quality backfill, free 1 of atones, roots, rocks, broken cement, or other material which might be damaging to the pipe shall be used. Backfill must be put in the trench in lifts. 3. Compaction - All pipe must be compacted by hand tamping to the center line, under the �. pipe. Backfill shall be compacted in lifts up to the surface to achieve a minimum compaction of 95 percent of maximum density in roadways and shoulders, and 90 percent in easements in accordance with AASHTO T-180 and ASTM D-2167. 02610-3 L 4. Dawatering - Construction shall be accomplished in a dry trench. Wellpointing will be required, as necessary. All water entering excavations or other parte of the work shall be contained, collected, and pumped to suitable places for disposal as permitted by State. 5. Sheeting - Sheeting and shoring shall be installed as may be necessary for the protection of the work, preservation of adjacent property and structures, and the safety of employees. Sheeting and bracing shall be uniform to OSHA requirements. F. DRIVEWAY CROSSINGS To minimize interruption of access to occupied residential property, the Contractor shall jack under driveways which are 16 feet or lees in width. The method used must be approved by Indian River County and may include, but may not be limited to, one of three methods: A. The use of an auger which is placed inside the pipe and is used to bore a hole as the pipe is pushed underneath the driveway. E. Impact Driver, commonly called a "Mole." C. Water jet consisting of 1 1/2" - 2" nozzle with rear jets. The water jets dirt and material back through the pipe. A pump is used in the trench behind the pipe to eliminate water in the trench. END OF DOCUMENT 02610-4 (UGCO2621.FMT):aa SECTION 02621 WATER MAINS POLYVINYL CHLORIDE PIPE 1.01 SCOPE This section covers polyvinyl chloride pipe and fittings for water mains. 1.02 GENERAL Polyvinyl chloride (P.V.C.) pipe shall be allowed for use as water pipe where compatible with the specific conditions of the project. The use of material other the polyvinyl chloride may be required during construction permit review or by IRCDUS field personnel if it is determined that polyvinyl chloride pipe is unsuitable for the particular application. 1.01 PIPE MATERIALS FOR SIZES 4" THROUGH 12" A. All pipe and fittings intended for conveying. or transmitting treated water shall be designed for a minimum working pressure of 150 psi. B. Polyvinyl chloride pressure pipe shall conform to the latest AWWA Standards C900 and ASTM D1784 and D2241, latest revision. P.V.C. pressure pipe shall be made from Class 12454-A or Class 12454-8 ` material and conform with the outside diameter of cast iron pipe with a minimum wall thickness of DR18. C. The pipe shall be blue in color. i 1.04 PIPE MATERIALS FOR SIZES 14" THROUGH O6" A. All pipe and fittings intended for conveying or transmitting treated water shall be designed for a minimum working pressure of 150 psi. B. Polyvinyl chloride pressure pipe shall conform to the latest AWWA Standards C905 and ASTM D1784, latest revision. P.V.C. pressure pipe shall be made from Class 12454-A or Class 12454-B material and conform with the outside diameter of cast iron pipe with a minimum wall thickness of DRIB. O2620-1 C. The pipe shall be blue in color. D. Polyvinyl chloride pipe shall be furnished by JM Manufacturing Company, or equal. 1.05 JOINTS A. Joints for P.V.C. pressure pipe shall be bell and spigot push -on rubber gasket type only. No solvent weld or threaded joints will be permitted. B. other type joints may be considered for specific installation upon submission of specifications and approval by IRCDUS. 1.06 FITTINGS A. P.V.C. fittings 4' and smaller shall be of monolithic construction and of the type specified by the manufacturer of the pipe being used. No solvent welds will be permitted. B. Fittings larger than 4' shall be ductile iron mechanical joint and shall conform to ANNA specification C110 (ANSI 21.10-87), or latest revision. Fittings shall be cement mortar lined and seal -coated in accordance with ANWA Standard C104 (ANSI A21.4-85), or latest revision. C. The pressure rating shall be 250 psi. D. All ductile iron fittings shall be supplied by the manufacturer with a sealed cement mortar lining inside and coated outside with coal -tar enamel. 1.07 MARRING L A. Number 14 single conductor copper trace wire shall be spiral wrapped or affixed to the tope of the pipe. See trace wire detail M-16 for i. specifications regarding installation. B. Trace wire is required over all pipes. - END OF SECTION L02623-2 L L 1.01 1.02 A. B. C. D. 1.03 (UGCO2625.FMT)aa SECTION 02625 WATER NAINS DUCTILE IRON PIPE AND FITTINGS SCOPE This section covers cast ductile iron pipe and cast ductile iron fittings for water mains. GENERAL Ductile iron pipe shall be allowed for use as water pipe where compatible with the specific conditions of the project. The use of material other than ductile iron may be required by IRCDUS during construction permit review, or by IRCDUS field personnel, if it is determined that ductile iron pipe is unsuitable for the particular application. All ductile iron pipe shall be manufactured in accordance with AWWA Specification C-151 and shall be Class 50 minimum. All ductile iron pipe crossing under roadways shall be Pressure Class 350 minimum. Unless specifically indicated otherwise, restrained joint underground piping shall be manufactured restrained bell and spigot and aboveground piping shall be flanged. Cutting of ductile iron pipe shall be by sawing only. PIPE Ductile iron pipe shall be bell and spigot cast in accordance with AWWA Specification C151 (ANSI A21.51- 86), or latest revision. Cast ductile iron shall have a minimum tensile strength of 60,000 psi, with a minimum yield strength of 42,000 psi. Pipe wall thickness shall be computed in accordance with AWWA Specification C150 (ANSI A21.50-81), or latest revision, using the physical characteristics cited above, with a minimum working pressure of 150 psi and a Laying Condition "Type 2." Unless otherwise indicated or specified herein, the pipe shall have the minimum wall thickness according to class designation for diameters shown. All pipe shall be given a minimum factory hydrostatic test of 500 pounds per square inch. 02625-1 I I L L L 1.04 1.05 Pipe Class 50 Claes 52 Diameter Minimum Wall Thickness Minimum Wall Thickness (inches) (incheal finches) 4 ---- 0.29 6 0.25 0.31 8 0,27 0.33 10 0.29 0.35 12 0.31 0.37 14 0.33 0.39 16 0.34 0.40 18 0.35 0.41 20 0.36 0.42 24 0.38 0.44 30 0.39 0.47 36 0.43 0.53 42 0.47 0.59 FITTINGS A. All underground fittings shall be either bell and spigot, or mechanical joint. Mechanical joints shall conform to ANNA specification C110 (ANSI 21.10-87), or latest revision. All aboveground fittings shall be flanged joint. B. The pressure rating shall be 250 psi for fittings up to 12 inches and a minimum of 150 psi for larger sizes. C. All fittings shall be lined with the same material as specified for the pipe as per paragraph 1.05. LINING AND COATING A. Unless otherwise indicated, all ductile iron pipe shall be factory lined and coated. B. Lining: All pipe shall be cement mortar lined and seal coated in accordance with AWWA Standard C104 (ANSI A21.4-85), or latest revision. C. Coating: Unless specified otherwise, all pipe shall be bituminous coated outside to a dry film thickness of at least 2 mil. D. Repair; Anywhere that the coating is removed purposely or accidentally the area shall be cleaned of any rust, grease, and dirt and re -coated to a minimum dry film as specified for the individual Place - 02625 -2 E. Encasement: If and where directed by IRCDUS, a polyethylene encasement shall be provided over pipe, fittings, and valves. The material, installation, and workmanship shall conform to applicable sections of AWWA C105 (ANSI A21.5-88), or latest revision. Installation methods A or B shall be employed using flat tube polyethylene. The Contractor shall make provisions to keep the polyethylene from direct exposure to sunlight prior to installation, and backfilling following installation shall be completed without delay to avoid exposure to sunlight. 1.06 BELL AND SPIGOT CONNECTIONS Joints in bell and spigot pipe shall be push -on, mechanical, or restrained joints in accordance with AWWA Standard C-111 (ANSI 21.11-85), or latest revision. Mechanical joint pipe set -screw type retainer glands will be permitted on a case-by-case basis, when restrained mechanical joints, in accordance with AWWA Standard C-111 (ANSI 21.11-85), or latest revision, are impractical. Thrust blocks may be required by IRCDUS in cases where retainer glands are used. 1.07 FLANGED CONNECTIONS A. All flanged pipe barrels shall comply with the physical and chemical requirements as set forth in the Handbook of Ductile Iron Pipe of the Cast Iron Pipe Research Association. Flanges shall be in accordance with ANSI Specification 816.1 for Class 125 flanges. Bolts shall comply with ANSI Specification B18.2. B. Flanged pipe shall be faced and drilled to the American Standard drilling, unless special drilling is called for or required. where tap or stud bolts are required, flanges shall be tapped. Flanges shall be accurately faced and drilled smooth and true, at right angles to the pipe axis and shall be covered with zinc dust and tallow or a rust preventive compound immediately after facing and drilling. C. Flanged pipe with screwed -on flanges shall be furnished With long hubs, and the flanges shall be screwed on the �- threaded end of the pipe in the shop, and the face of the flange and end of pipe refaced together. There L shall be no leakage through the pipe threads and the flanges shall be designed to prevent corrosion of the threads from outside. L02625-3 L L D. Flanged joints shall be made with bolts or stud bolts and nuts. Bolts, stud bolts, and nuts shall conform to American Standard heavy dimensions, semi -finished with square or hexagonal heads and cold punched hexagonal nuts, meeting the requirements of ASTM 'Designation A- 307. Bolt aizee shall be American Standard for the flanges specified, and bolts and nuts shall have good, true threads. E. Gaskets shall be in accordance with AWWA Standard C-115 (ANSI A21.15-88), or latest revision. 1.08 SUBMITTALS Before starting fabrication of the cast iron pipe and fittings , complete detailed working drawings shall be submitted by the Contractor forapproval by the Engineer. Such drawings shall show the piping layouts and contain schedules of all pipe , fittings, valves, expansion joints, hangers and supports, and other appurtenances. Where special fittings are required, they shall be shown in large detail with all necessary dimensions. The drawings submitted shall show flanged jointed sections placed so as to be removable without disturbance to the main pipe sections. 1.09 MARKING A. Number 14 single conductor copper trace wire shall be spiral wrapped or affixed to the tope of the pipe. See trace wire detail M-16 for specifications regarding installation. 1.10 INSTALLATION OF WATER MAINS Unless otherwise noted on the drawings or in other sections of this specification, the pipe shall be handled and installed in strict accordance with the manufacturer's instructions and with the applicable provisions of AWWA C600. If a conflict exists between i the manufacturer's instructions and the AWWA Standards, the manufacturer's instructions shall govern. The Contractor shall use every precaution during construction to protect the pipe against the entry of non -potable water, dirt, wood, small animals, and any other foreign material that would hinder the operation of the pipe line. Where the groundwater elevation is above the bottom of the trench, the Contractor shall provide suitable dewatering equipment at no additional cost to the Owner. All piping shall be placed in a dry trench, unless wet trench installation is approved by the Engineer. 02625-4 Depth of Cover and Pipe Elevation: Unless otherwise shown on the drawings, or otherwise authorized by the Engineer, all pipe shall have a minimum cover of 36 inches. Contractor shall determine top of pipe elevation and top of ground elevation for every two joints of pipe installed using a level. Pipe must have r the minimum cover described above and must be within +/-0.2 feet of the top of pipe elevation indicated on the drawings. Installed pipe which does not meet these requirements shall be reinstalled until it does meet these requirements. contractor shall record top of pipe and top of ground elevations and the locations of where these elevations were determined and submit this information to Engineer or his representative. Engineer reserves the right to have Contractor excavate and check top of pipe and top of ground elevations to see if they conform to the aforementioned requirements, at no cost to Owner. ENO OF SECTION 02625-5 L.. r SECTION 02627 WATER MAINS POLYETHYLENE (PE) PRESSURE PIPE 1.01. SCOPE This section coven Polyethylene (PE) pressure pipe and fittings for water mains. 1.02. GENERAL A. Polyethylene (PE) pressure pipe shall be allowed for use as water main pipe where compatible with the specific conditions of project. The use of material other than PE pipe may be required by IRCDUS during construction permit review or by IRCDUS field personnel, if it is determined that PE pipe is unsuitable for the particular application. B. Documentation from the resin's manufacturer showing results of the following tests for resin identification: a) Melt Flaw Index ASTM D 1238 b) Density ASTM D 1505 C. All PE pipe and fillings shall be from a single manufacturer, who is fully experienced, reputable and qualified in the manufacture of the PE pipe to be furnished. The pipe shall be designed, cons0icted and instilled in accordance with the best practices and methods and shall comply with these Specifications. Qualified manufacturers shall be: PLEXCO Division of Chevron Chemical Company, DRISCOPIPE as manufactured by Phillips Products Co., Inc., SCLAIRPIPE as manufactured by Dupont of Canada or equal as approved by the Engineer. t D. Finished Product Evaluation I. Each length of pipe produced shall be checked by production staff for the items listed below. The results of all measurements shall be recorded on ' production sheets which become part of the manufacturer's permanent records. ,. a) Pipe in process shall be checked visually, inside and out for cosmetic defects (grooves, pits, hollows, etc.) b) Pipe outside diameter shall be measured using a suitable periphery tape to ensure conformance with ASTM F714 or ASTM D-3035, whichever is applicable. 1,.. c) Pipe wall thickness shall be measured at 12 equally spaced locations around the circumference at both ends of the pipe to ensure conformance L with ASTM F714 or ASTM 13-3035, whichever is applicable. L 02627-1 L 02627-2 d) Pipe length shall be measured. e) Pipe marking shall be examined and checked for accuracy. 0 Pipe ends shall be checked to ensure they are cut square and clean. g) Subject inside surface to a "reverse bend test" to ensure the pipe is free of oxidation (brittleness). E. Stress Regression Testing 1. The polyethylene pipe manufacturer shall provide certification that stress regression testing has been performed on the specific polyethylene resin being utilized in the manufacture of this product. This stress regression testing shall have been done in accordance with ASTM D2837 and the manufacturer shall provide a product supplying a minimum Hydrostatic Design Buis (HDB) of 1,600 psi as determined in accordance with ASTM D2837. F. Contractor is responsible for compatibility between pipe materials, fittings and appurtenances. G. The pipe MANUFACTURER shall provide a warranty against manufacturing defects of material and workmanship for a period of ten years alter the final acceptance of the project by the OWNER. The MANUFACTURER shall replace at no expense to the OWNER any defective pipe material including labor within the warranty period. 1.03.MATERIALS FOR PIPE SIZES 3" AND LARGER A. Materials used for the manufacture of polyethylene pipe and fittings shall be made from a PE 3408 polyethylene resin compound meeting cell classification 345434C per ASTM D3350; and meeting Type III, Class C, Category 5, Grade P34 per ASTM D1248. B. Polyethylene (PE) pipe shall comply with AW WA Specifications C906-90. C. If rework compounds are required, only those generated in the Manufacturer's own plant from resin compounds of the same class and type from the same raw t material supplier shall be used. D. Dimensions and workmanship shall be as specified by ASTM F714. PE fittings L and transitions shall meet ASTM D3261. PE pipe shall have a minimum density of 0.955 grams per cubic centimeter. All PE pipe and fittings shall have a Hydrostatic Design Basis (HDB) of 1,600 psi. t- E. PE pipe and accessories 3" and greater in diameter, shall be 160 psi at 73.4°F meeting the requirements of Standard Dimension Ration (SDR) Il as I MINIMUM STRENGTH. F. Compliance with the above requirements must be certified by the pipe L. Manufacturer. 1.04. MATERIALS FOR PIPE SIZES UNDER 3" L L 02627-2 A. Materials used for the manufacture of polyethylene pipe and fittings shall be made from a PE 3408 polyethylene resin compound meeting cell classification 345434C per ASTM D3350; and meeting Type III, Class C,.Category 5, Grade P34 per ASTM D1248. B. Polyethylene (PE) pipe shall comply with AW WA Specifications C901-96. C. If rework compounds are required, only those generated in the Manufacturer's own plant from resin compounds of the same class and type from the same raw material supplier shall be used. D. Dimensions and workmanship shall be as specified by ASTM D-3035 . PE fittings and transitions shall meet ASTM D3261. PE pipe shall have a minimum density of 0.955 grams per cubic centimeter. All PE pipe and fillings shall have a Hydrostatic Design Basis (HDD) of 1,600 psi. E. PE pipe and accessories 3" and greater in diameter, shall be 160 psi at 73.4°F meeting the requirements of Standard Dimension Ration (SDR) 11 as MIMMUM STRENGTH. F. Compliance with the above requirements must be cenified by the pipe Manufacturer. 1.05. FITTINGS A. All molded fittings and fabricated fittings shall be fully pressure rated to match the pipe SDR pressure rating to which they are made. All finings shall be molded or fabricated by the manufacturer. No Contractor fabricated fittings shall be used unless approved by the Engineer. B. The manufacturer of the PE pipe shall supply all PE finings and accessories as well as any adapters and/or specials required to perform the work as shown on the Drawings and specified herein. C. All transition from PE pipe to ductile iron shall be made per the PE pipe manufacturer's recommendations and specifications. A molded Flange connector adapter within a carbon steel back-up ring assembly shall be used for pipe type transitions. Ductile iron back-up rings shall mate with cast iron flanges per ANSI B16.1. A 316 stainless steel back-up ring shall mate with a 316 stainless steel flange per ANSI B 16.1. D. Fittings and transitions shall be as manufactured by Phillips Driscopipe, Inc., 1000 Series Pressure Pipe, Chevron Chemical Company Plecco/Spiralite pipe, or equal. E. Compliance with the above requirements must be certified by the pipe supplier. 1.06. JOINTING METHOD A. The pipe shall bejoined with butt, heat fusion joints. All joints shall be made in strict compliance with the manufacturer's recommendations B. Lengths of pipe shall be assembled into suitable installation lengths by the butt - fusion process. All pipe so joined shall be made from the same class and type of 02627-3 i raw material made by the same raw material supplier. Pipe shall be furnished in standard laying lengths not to exceed 50 feet. C. The polyethylene flange adapters at pipe material transitions shall be backed up by carbon steel flanges conforming to ANSI 816.1 and shaped M necessary to suit the outside dimensions of the pipe. The flange adapter assemblies shall be ' connected with corrosion resisting bolts and nuts of Type 316 Stainless Steel as specified in ASTM A726 and ASTM A307. All bolts shall be tightened to the manufacturer's specified torques. Bolts shall be tightened alternatively and evenly. Alter installation apply a bitumastic coating to bolls and nuts. 1.07. PIPE IDENTIFICATION A. The following shall be continuously indent printed on the pipe or spaced at intervals not exceeding 5-R: I. Name and/or trademark of the pipe manufacturer. 2. Nominal pipe size. 3. Dimension ratio. 4. The letters PE followed by the polyethylene grade in accordance with ASTM D1248, followed by the hydrostatic design basis in 160's ofpsi, e.g., PE 3408. 5. Manufacturing standard reference, e.g., ASTM F714 or D-3035, as required. 6. A production code from which the date and place of manufacture can be determined. B. Number 14 Single Conductor Copper Trace Wire shall be spiral wrapped or affixed to the top of all pipe and fittings. Sec Trace Wire Detail M-16 for specifications regarding installation. 1.08. INSTALLATION A. Polyethylene (PE) Pipe shall be installed in accordance with the instruction of the t manufacturer, as shown on the Drawings and as specified herein. All heat fusion joints shall be done by a factory qualified joining technician as designated by the pipe manufacturer. B. Care shall be taken in loading, transporting and unloading to prevent injury to the pipe. Pipe or fitting shall not be dropped. All pipe or fitting shall be examined before installation, and no piece shall be installed which is found to be defective. ` Any damage to the pipe shall be repaired as directed by the Engineer. If any defective pipe is discovered after it has been installed, it shall be removed and replaced with a sound pipe in a satisfactory manner by the contractor, at his own expense. L C. Under no circumstances shall the pipe or accessories be dropped into the trench. D. Care shall be taken during transportation of the pipe such that it will not be out, kinked or otherwise damaged. L 02627-4 E. Ropes, fabric or rubber protected slings and straps shall be used when handling pipes. Chains, cables or hooks inserted into the pipe ends shall not be used. Two slings spread apart shall be used for lifting each length of pipe. F. Pipes shall be stored on level ground, preferably turf or sand, free of sharp objects which could damage the pipe. Stacking of the polyethylene pipe shall be limited to a r height that will not cause excessive deformation of the bottom layers of pipes under anticipated temperature conditions. Where necessary due to ground conditions, the pipe shall be stored on wooden sleepers, spaced suitably and of such width as not to allow deformation of the pipe at the point of contact with the sleeper or between supports. G. Care shall be exercised when lowering pipe into the trench to prevent damage or twisting of the pipe. H. Pipe shall be laid to lines and grade shown on the Drawings with bedding and backfill as shown on the Drawings. 1. When laying is not in progress, including lunchtime, the open ends of the pipe shall be closed by fabricated plugs, or by other approved means. J. Pipe shall be stored on clean level ground to prevent undue scratching or gouging. The handling of the pipe shall be in such a manner that the pipe is not damaged by dragging it over sharp and cutting objects. The maximum allowable depth of cuts, scratches or gouges on the exterior of the pipe is 10 percent of wall thickness. The interior pipe surface shall be free of cuts, gouges or scratches. K. Sections ofpipe with cuts,scratches or gouges exceeding five percent of the pipe wall thickness shall be removed completely and the ends of the pipeline rejoined. L. The pipe shall be joined by the method of thermal butt fusion, as outlined in ASTM D2657. All joints shall be made in strict compliance with the manufacturer's recommendations. M. Mechanical emmections of the polyethylene pipe to auxiliary equipment such as valves, pumps and tanks shall be through flanged connections which shall consists of the following: 1. A polyethylene flange shall be thermally butt -fused to the stub end ofthe pipe. A carbon steel back-up ring shall be used on both sides of the connection prior to thermally butt -fusing the polyethylene flange. 2. A 316 stainless steel back up ring shall matewith a 316 stainless steel flange. 3. Ductile iron back up rings shall male with cast iron flanges N. Flange connections shall be provided with a full face neoprene gasket. O. All PE pipe must be at the temperature of the surrounding soil at the time of backfilling and compaction. P. No single piece of pipe shall be laid unless it is straight. The centerline of the pipe shall not deviate from a straight line drawn between the centers of the openings at the L02627-5 L 02627-6 ends of the pipe by more than 1/16 -in per foot of length. if a piece of pipe fails to meet this requirement check for straightness, it shall be rejected and removed from • the site. Laying instructions of the manufacturer shall be explicitly followed. Q. if a defective pipe is discovered after it has been installed, it shall be removed and replaced with a sound pipe in a satisfactory manner at no additional cost to the Owner. All pipe and fittings shall be thoroughly cleaned before installation, shall be kept clean until they are used in the work and when laid, shall conform to the lines and grades required. R. As soon as the excavation is complete to normal grade of the bottom of the trench, bedding shall be placed, compacted and graded to provide firm, uniform and continuous support for the pipe. Bell holes shall be excavated so that only the barrel of the pipe bears upon the bedding. The pipe shall be laid accurately to the lines and grades indicated on the Drawings. Blocking under the pipe will not be permitted. Bedding shall be placed evenly on each side of the pipe to mid -diameter and hand tools shall be used to force the bedding under the haunches of the pipe and into the bell holes to give firm continuous support for the pipe. Bedding shall then he placed to 12 -in above the top of the pipe. The initial 3-0 of backfill above the bedding shall be placed in ME layers and carefully compacted. Generally the compaction shall be done evenly on each side of the pipe and compaction equipment shall not be operated directly over the pipe until sufficient backfill has been placed to ensure that such compaction equipment will not have a damaging effect on the pipe. Equipment used in compacting the initial 3-R backfill shall be approved by the pipe manufacturer's representative prior to use. S. Good alignment shall be preserved during installation. The deflection at joints shall not exceed that recommended by manufacturer. Finings, in addition to those shown • on the Drawings, shall be provided, if required, in crossing utilities which may be encountered upon opening the trench. T. Each length of the pipe shall have the assembly mark aligned with the pipe previously laid and held securely until enough backfill has been placed to hold the pipe in place. • Joints shall not be"pulled" or "cramped". t, U. Before anyjoint is made, the pipe shall be checked to assure that a close joint with the next adjoining pipe has been maintained and that the inverts are matched and conform to the required grade. The pipe shall not be driven down to grade by striking it. V. Precautions shall be taken to prevent flotation of the pipe in the trench. W. When moveable trench bracing such as trench boxes, moveable sheeting, shoring or plates are used to support the sides of the trench, care shall be taken in placing and moving the boxes or supporting bracing to prevent movement of the pipe, or disturbance of the pipe bedding and the backfill. Trench boxes, moveable sheeting, ' shoring or plates shall not be allowed to extend below the top of the pipe. As trench boxes, moveable sheeting, shoring or plates are moved, pipe bedding shall be placed to fill any voids created and the backfill shall be recompacted to provide uniform side t_ support for the pipe. L 02627-6 X. Concrete thrust blocks shall be installed at all fittings and other locations as directed by the Engineer. Minimum hearing area shall be as shown on the Drawings. Concrete shall be placed against undisturbed material and shall not cover joints, bolls or nuts, or interfere with the removal of any joint. Wooden side fors shall be provided for thrust blocks. Y. Restrained joints shall be installed where shown on the Drawings or m directed by the Engineer. 1.09 TESTING A. All PE water mains shall be field tested. Supply all labor, equipment, material, gages, pumps, meters and incidentals required for testing. Pressure test each water main upon completion of the pipe laying and backfilling operations, including placement of any required temporary roadway surfacing. B. All water mains shall be tested at 150 percent of the operating design pressure of the pipe unless otherwise approved by the Engineer. The operating design pressure of the pipe is 100 psi. The test pressure shall be measured at the highest point along the lest section by a recording type pressure gage and a copy of the readout shall be submitted to Lae Engineer upon completion of the test. All testing shall be conducted in the presence of the Engineer or his/her designated representative. Cr Testing shall be conducted after backfilling has been completed and before placement of permanent surface. D. Testing procedure shall be as follows: I. Fill line slowly with water. Maintain now velocity less than two feet per second. 2. Expel air completely from the line during filling and again before applying test pressure. Air shall be expelled by means of laps at points of highest elevation. 3. Apply initial lest pressure and allow to stand without makeup pressure for two to three hours, to allow for diametric expansion or pipe stretching to stabilize. 4. After this equilibrium period, apply the specified lest pressure and tum the pump off. The final test pressure shall be held for one to three hours. S. Upon completion of the test, the pressure shall be bled off from a location other than the point where the pressure is monitored. The pressure drop shall be witnessed by the resident project representative at the point where the pressure is being monitored and shall show on the recorded pressure read-out submitted to the Engineer. 4. E. Allowable amount of makeup water for expansion during the pressure test shall conform to Chart 6, Allowance for Expansion Under Test Pressure, Technical Report TR 31/9-79, published by the Plastic Pipe Institute (PPI). If there are no visual leaks '- or significant pressure drops during the final test period, the installed pipe passes the test. LF. If any test of pipe laid disclosed leakage significant pressure drop greater than the allowed, the Contractor shall, at his/her own expense, locate and repair the cause of L L 02627.7 leakage and retest the line. The amount of leakage which will be permitted shall be in accordance with AW WA C600 Standards. G. All visible leaks we to be repaired regardless of the amount of leakage. H. The Contractor must submit his plan for testing to the Engineer for review at least (10) days before starting the test. LIOCLEANING 1. At the conclusion of the work, thoroughly clean all of the new pipe lines to remove all dirt, stones, pieces of wood or other material which may have entered during the construction period. Debris cleaned from the lines shall be removed from the job site. If, after this cleaning, any obstructions remain, they shall be removed. RM OF SECTION) 02627-8 (IJGCO2660.FMT)aa SECTION 02660 TESTING AND INSPECTION OF WATER MAINS 1.01 PRESSURE AND LEAKAGE TESTS OF UNDERGROUND PRESSURE PIPING A. Hydrostatic pressure and leakage tests shall conform with Section 4 of the latest edition of AW WA C-600 specifications with the exception that the Contractor shall famish all gauges, meters, pressure pumps and other equipment needed to lest the line. Engineer or designated representative shall be present during all testing, televising and final inspections. B. The pressure required for the field hydrostatic pressure test shall be 1.5 times the normal working pressure at the point of testing, and not less than 1.25 times the working pressure at the highest point along the test section, but not less than 150 psi (100 psi for force main). The Contractor shall provide temporary plugs and blocking necessary to maintain the required lest pressure. Corporation cocks at least 1 inch in diameter, pipe riser, and angle globe valves shall be provided at each pipe dead-end in order to bleed air from the line. Duration of pressure test shall be at least 2 hours. The cost of these items shall be included as a part of testing. C. The leakage test shall be conducted concurrently with the hydrostatic pressure test and shall be of not less than 2 hours duration. All leaks evident at the surface shall be repaired and leakage eliminated regardless of total leakage as shown by test. Lines that fail to meet tests shall be repaired and retested as necessary until test requirements are complied with. Defective materials, pipes, valves and accessories shall be removed and i, replaced. The pipelines shall be tested in such sections as may be directed by the Engineer by shutting valves or installing temporary plugs as required. The line shall be filled with water and all air removed, and the L test pressure shall be maintained in the pipe for the entire test period by means of force pump to be furnished by the Contractor. The amount of water required is a measure of the leakage. L L D. The Contractor must submit his plan for testing to the Engineer for review at least five (5) working days before staring the test. The Contractor shall remove and adequately dispose of all blocking material and equipment after completion and acceptance of the field hydrostatic test, unless otherwise directed by the Engineer. Any damage to the pipe coating shall be repaired by the Contractor. Lines shall be totally free and clean prior to final acceptance. 02660-I L L E. The Engineer or the Engineer's representative must be present during testing. F. No thrust blocks shall be backfilled until inspected by IRCDUS inspectors. G. Before the pressure testing of new pipelines against existing Indian River County valves can commence, the lines shall be properly chlorinated, sampled, and bacteriologically approved. 1.02 DISINFECTING POTABLE WATER PIPELINES A. Before being placed in service, all potable water pipelines shall be chlorinated in accordance with the latest edition of AWWA C-651, "Standard Procedure for Disinfecting Water Mains." The procedure shall be approved by the Engineer. The location of the chlorination and sampling points will be as specified by the Florida Department of Environmental Protection, Water Distribution System Permit. Taps for chlorination and sampling shall be uncovered and backfilled by the Contractor, as required. B. The general procedure for chlorination shall be first to Bush all dirty or discolored water from the lines, and then introduce chlorine in approved dosages in accordance with Table 1-1 through a lap at one end, while water is being withdrawn at the other end of the line. All water Bushed from mains shall be directed into rear or side yard ditches. The chlorine solution shall remain in the pipeline for no less than 24 hours. C. Following the chlorination period, all treated water shall be Bushed from the lines at their extremities and replaced with water from the distribution ' system. Bacteriological sampling and analysis of the replacement water shall then be made by the Engineer in full accordance with the AW WA Manual M23. The Contractor will be required to rechlorinate, if necessary. The line shall not be placed in service until the requirements of the State and County Environmental Health Department are met. D. Special disinfection procedures shall be used in connections with existing mains, and where the method outlined above is not practical. E. The Contractor shall make all arrangements necessary with an independent commercial laboratory approved by the Department of Health ... and Rehabilitative Services (HRS) for the collection and examination of samples of water from disinfected water mains. These samples shall be examined for compliance with HRS requirements. Sampling shall be L 02660-2 L L made daily and continuously until two successive examinations are found satisfactory. Should three examinations be found unsatisfactory, the line shall be flushed and disinfected again. Certified copies of all laboratory analyses shall be provided to the Owner. The cost of all sampling, flushing, and disinfecting shall be included in the contract price, and no additional charge shall be made to the Owner for this work. County personnel shall operate all valves and be present to determine and control the volume of water used for flushing. TABLE 1-1 Chlorine Required to Produce 25-mg/L Concentration In 100 Ft. of Pipe by Diameter Pipe 100 -percent 1 -percent Diameter Chlorine Chlorine Solution f h l (moud 1 Nations) 4 0.013 0.16 6 0.030 0.36 8 0.054 0.65 10 0.085 1.02 12 0.120 1.44 16 0.217 2.60 1.03 TESTING OF GRAVITY SEWERS A. Leakage tests by cxfltration or infiltration, as described below will be made on all pipe. The County shall have the option of determining which test shall be employed. Generally, if the groundwater table is below the I bottom of the pipe, an exfihration test shall be used. B. Exfiltration tests will be made on the pipe before or after backfilling, at the discretion of the County. The length of the sewer to be tested shall be such that the head over the crown of the upstream end is not less than 2 Feet, and the head over the downstream crown is not more than 6 feet, t unless directed otherwise by the County. The sewer shall be plugged by pneumatic bags or mechanical plugs in such a manner that the air can be released from the sewer while it is being filled with water. The test shall I,. be continued for one hour and provisions shall be made for measuring the amount of water required to maintain the water at a constant level during this period. If lest results are unsatisfactory, the Engineer may direct that ,.. additional tests are made on any or all of the pipe. 02660-3 L. C. If my joint shows= appreciable amount of leakage, the jointing material shall be removed andjoint remade. If any pipe is defective, it shall be removed and replaced. If the quantity of water required to maintain a constant level in the sewer for one hour does not exceed 100 gallons per inch of diameter per day per mile of sewer, and if all the leakage is not confined to a few joints, the workmanship shall be considered satisfactory. If the amount of leakage indicates defective joints or broken pipes, they shall be corrected by the Contractor. D. Pipe shall be tested for infiltration after the backfill has been placed. Infiltration tests shall be made under the supervision of the County, and the length of line to be tested shall be as directed by the County. The allowable infiltration shall be 100 gallons per inch of diameter per day per mile of sewer. E. Rates of infiltration shall be determined by means ofV-notch weirs, pipe spigot, or by plugs in the end of the pipe, to be provided and installed by the Contractor in an approved manner, and at such times and locations as may be directed by the County. F. If an inspection of the completed sewer or any part thereof shows any manholes, pipes, or joints which allow the infiltration of water in a noticeable stream or jet, defective work or material shall be replaced or repaired, as directed. G. Leakage between me adjacent manholes may be double the amount above stated, provided the average leakage for a total length of any size does not exceed the amount first stated, and provided there are no gushing or spurting leaks. H. All water used in testing and flushing shall be furnished at the Contractor's expense. I. The Contractor may use an air test in lieu of the exfiltration test as described above. If he elects to do this, he shall submit his proposed method to the County for approval. f. If the results of the air test are unsatisfactory, as determined by the County, the Contractor shall be required to perform the exfiltration test as outlined above. L 02660-4 I.. K. At the conclusion of the work, the Contractor shall thoroughly clean all of the pipe by flushing with water or other means to remove all dirt, stones, pieces of wood, or other material which may have entered during the construction period. Debris cleaned from the lines shall be removed from the lowest outlet. If, after this outlet cleaning, obstructions remain, they shall be removed. After the pipe is cleaned and if the gmundwater level is above the pipe, or following a heavy rain, the County will examine the pipe for leaks. If defective pipes or joints are discovered at this time they shall be repaired by the Contractor. I. Upon completion of the work, the sewer system or selected sections therein shall be subjected to a Final test and inspection. All work in the system or sections therein being tested shall be complete, cleaned, and ready for use. Tests shall be as specified herein and shall meet all requirements as to line, grade, cleanliness, infiltration, exfiltration, and workmanship. M. Inspection of mains shall be by use of a self-contained television system and tamping. These facilities shall be provided and operated by the Contractor as specified below: The Contractor shall provide the County with videotape recordings, on VHS format, ofthe interior of all main line gravity sewers 8 inches in diameter and larger. The tapes shall be contained in an approved cartridge -type container. The tapes shall be recorded by pulling a television camera through the line along the axis of the pipe. The television equipment shall consist of a self-contained camera and a monitoring unit connected by a coaxial able, These recordings shall be done during the inspection of the mains. Monitors shall be available to the Engineer and Owner during these inspections. Monitors shall also be provided with a "Polaroid" type camera so that, as may be requested by the County, photographs will be made of a particular portion of the main being viewed. The tapes shall be properly exposed and the camera shall be in proper focus so that good, clear recordings showing detail are produced. Tapes shall be identified by audio recordings noting the manhole numbers, distances to service lateral connections, direction of lateral connection, and any leaks, cracks or pipe defects. Each cartridge shall be clearly marked as to the contents and number, with an index of all cartridges. Videotapes of the completed mains shall be delivered to IRCDUS. The Contractor shall provide any assistance required by the County to assist the Engineer with visual inspections. END OF SECTION 02660-5