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1999 Contract and Bid DocumentsCONTRACT & BIDDING DOCUMENTS - FOR GENERATIONS PLAZA Meridian, Idaho LANtr"K ARCH"ECT NO.164 _ STATE OF WAHO ,Z/;Tlq -- OWNER: City of Meridian LANDSCAPE ARCHITECT: The Land Group 128 South Eagle Road Eagle, Idaho 83616 (208)939-4041 (208)939-4445 (FAX) DATE: February 3, 1999 SET NO.: 25 CITY OF MERIDIAN GENERATIONS PLAZA TABLE OF CONTENTS BIDDING DOCUMENTS Invitation to Bid....................................................................... 1 Information for Bidders........................................................... 2 Bidder's Checklist................................................................... 7 Bid.......................................................................................... 8 Bid Schedule of Items and Prices ........................................... 10 Information Required of Bidders ............................................. 12 Contractor Qualifications Submittal Form ............................... 13 List of Subcontractors............................................................. 15 BidBond................................................................................. 16 STANDARD FORMS Agreement.............................................................................. 18 Noticeof Award...................................................................... 23 Acceptance of Notice of Award ............................................... 24 PaymentBond........................................................................ — Performance Bond.................................................................. Subcontractor's and Supplier's Waiver of Claim ..................... 25 Release of Liens and Claims .................................................. 26 Noticeto Proceed................................................................... 27 Contract Change Order.......................................................... 28 GENERAL CONDITIONS — Article 1 Definitions.................................................................... GC -1 2 Preliminary Matters ...................................................... GC -3 — 3 Contract Documents .................................................... GC -4 4 Availability of Lands, Physical Conditions — And Reference Points .................................................. GC -6 5 Bonds and Insurance ................................................... GC -7 6 Contractors Responsibilities ........................................ GC -10 7 — Work by Others............................................................ GC -17 8 Owner's Responsibility................................................. GC -18 9 Engineer's Status during Construction ......................... GC -19 10 Changes in the Work ................................................... GC -21 11 Change in Contract Price ............................................. GC -22 12 Change of the Contract Time ....................................... GC -26 13 Warranty and Guarantee; Tests and Observation Monitoring; Correction, Removal or Acceptance of Defective Work............................................................ GC -26 14 Payments to Contractor and Completion ..................... GC -29 15 Suspension of Work and Termination .......................... GC -34 16 Arbitration.................................................................... GC -36 17 Miscellaneous.............................................................. GC -37 OWNER'S SUPPLEMENTAL GENERAL CONDITIONS Article 1 Description and Scope of Work .................................. SGC -1 2 Preconstruction Conference ....................................... SGC -1 3 Specifications.............................................................. SGC -1 4 Estimated Quantities ................................................... SGC -2 5 Unforeseen Difficulties ................................................ SGC -2 6 Inspection................................................................... SGC -2 7 Insurance.................................................................... SGC -2 TECHNICAL SPECIFICATIONS 1. ADMINISTRATIVE PROVISIONS 2. MOBILIZATION 3. CONTRACT CLOSEOUT DIVISION TWO - SITE WORK Section02110......................................................... Site Clearing Section 02211......................................................... Rough Grading Section 02222......................................................... Excavating Section 02223......................................................... Backfilling Section 02225......................................................... Trenching Section 02231.........................................................Aggregate Base Course Section 02442......................................................... Site Furnishings Section 02510.........................................................Asphaltic Concrete Paving Section 02519......................................................... Concrete Pavers Section 02520......................................................... Portland Cement Concrete Pavers Section 02722......................................................... Site Storm Sewage Systems Section 02732......................................................... Site Sanitary Sewerage System Section 02811......................................................... Landscape Irrigation Section 02923......................................................... Landscape Grading Section02938......................................................... Sodding Section 02950......................................................... Trees, Plants, and Ground Cover DIVISION FIVE — METALS Section 05000......................................................... Structural DIVISION TEN — SPECIALTIES Section10441......................................................... Signs DIVISION FIFTEEN — MECHANICAL Section 15475......................................................... Fountain Structure and Equipment DIVISION SIXTEEN — ELECTRICAL Section 16000......................................................... Electrical Provisions _ Section 16070......................................................... Electrical Connections for Equipment Section16111......................................................... Conduit Section 16120......................................................... Wires and Cables Section 16121......................................................... Wire Connections and Devices Section 16131......................................................... Pull and Junction Boxes Section 16135......................................................... Electrical Boxes and Fittings Section 16136......................................................... Supporting Devices Section16140......................................................... Wiring Devices Section 16185......................................................... Control Panel Section16452......................................................... Grounding Section 16510......................................................... Exterior Lighting BIDDING DOCUMENTS CITY OF MERIDIAN GENERATIONS PLAZA INVITATION TO BID Sealed Bids for Generations Plaza will be received by the City Clerk of Meridian, Ada County, Idaho, the Owner, at the City Hall Building located a 33 East Idaho Avenue, Meridian, Idaho 83642, until 3:00 P.M., prevailing local time, February 24, 1999, and then publicly opened and read aloud. The work includes construction of concrete, masonry column, beams, flat work, planters, fountain and pavers. Associated plumbing, electrical and architectural finish work is also included. Copies of the Contract Documents may be obtained at The Land Group, Inc., at 128 S. Eagle Road, Eagle, Idaho after February 4, 1999 upon payment of $25.00 (non- refundable) for each set. Bids must be submitted on the prescribed form and each Bidder must include with the Bid a Bid Security in the amount, form and subject to the conditions provided in the Information for Bidders. The City of Meridian reserves the right to waive any informalities or to reject any or all Bids and to postpone the award of the Contract not more than sixty days from the bid opening date, and to award the contract, if awarded, based on the best interests of the City. Questions during bidding shall be directed to David Koga, The Land Group, Inc., at (208) 939-4041. No Bidder may withdraw his Bid within sixty (60) days after the date of the opening thereof. DATED this 26� day of <Ta n "et �J 1999. Feb. 3 and Feb. 10, 1999 PUBLI§0,I,,Wq DATES of - CIO �v ATTEST SQL - •�,fad r i, ;� �.� • �, 00 THE CITY of MERIDIAN, IDAHO n 2 ROBERT D—eeRRfE- JA.a ��`� ,Coco+tr-e�� elfy 60"i7c.1`11 Aell` (eK e - WILLIAM G. BERG, JR., C LERK 1 CITY OF MERIDIAN GENERATIONS PLAZA INFORMATION FOR BIDDERS 1. DEFINED TERMS The term "Successful Bidder" means the lowest, qualified, responsible Bidder to whom the Owner makes an award. 2. COPIES OF CONTRACT DOCUMENTS Complete sets of the Contract Documents may be obtained from The Land Group Inc., at 128 S. Eagle Road, Eagle, Idaho. Complete sets of Contract Documents shall be used in preparing the Bids. The Owner assumes no responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 3. QUALIFICATIONS OF BIDDERS The Owner may make such investigation as he deems necessary to determine the ability of the Bidder to perform the Work, and the Bidder shall furnish to the Owner all such information and data for this purpose as the Owner may request. The Owner reserves the right to reject any Bid if the evidence submitted by, or investigation of, such Bidder fails to satisfy the Owner that such Bidder is properly qualified to carry out the obligation of the Contract and to complete the work contemplated therein. A conditional or qualified Bid will not be accepted. 4. EXAMINATION OF CONTRACT DOCUMENTS AND SITE Before submitting a Bid, each Bidder must (1-) examine the Contract Documents thoroughly; (2) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work; (3) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect the cost, progress or performance of the Work; and (4) study and carefully correlate the Bidder's observations with the Contract Documents. Failure to do so will not relieve the successful Bidder of his obligation to enter into a Contract and complete the contemplated work in strict accordance with the Contract Documents. The land upon which the Work is to be performed, rights-of-way for access thereto, and other lands designated for use by the Contractor in performing the Work are identified in the Technical Specifications or on the Drawings. The submission of a bid will constitute an incontrovertible representation by the Bidder that he has complied with every requirement of Section 4 of the Information for Bidders and that the Contract Documents are sufficient in scope and detail to 2 indicate and convey understanding of all terms and conditions for performance of the work. 5. INTERPRETATIONS _ All requests for interpretations about the meaning or intent of the Contract Documents shall be submitted to the Owner in writing. Replies, if considered necessary by the Architect, will be issued by Addenda mailed or delivered to all parties recorded by the Owner as having received the Bidding Documents. Requests for interpretations received less than seven (7) calendar days prior to the date for opening of Bids will not be answered. Only interpretations answered by formal written Addenda will be binding. Oral or other interpretations or clarifications will be without legal effect. 6. BID SECURITY Bid Securities shall be made payable to the Owner, in an amount of five percent (5%) of the Bidder's maximum total project Bid price and in the form of a certified check or a Bid Bond on the form attached, or the Bidder's own form of Bid Bond containing the same conditions as set forth in the attached form of Bid Bond, issued by a Surety meeting the requirements of the Owner's General Conditions. The Bid Security of the Successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required Contract Security, whereupon it will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required Contract Security within ten (10) calendar days of the Notice of Award, the Owner may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of any Bidder whom the Owner believes to have a reasonable chance of receiving the award may be retained by the Owner until the seventh day after the "effective date of the Agreement", which term is defined in the General Conditions. Bid Security of other Bidders will be returned within thirty (30) days of the Bid opening. 7. CONTRACT TIME The number of days within which, or the date by which, the Work is to be completed is set forth in the Bid Form and will be included in the Agreement. 8. BID FORM The Bid Form must be completed in ink or by typewriter. The Bid Price of each item on the form must be stated in words and numerals. In case of a conflict, the words will take precedence. No changes shall be made in the phrasing of the forms. Bids by corporations must be executed in the corporate name by the president or by 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 shall be shown below the signature. 3 Bids by partnerships must be executed in the partnership name and signed by a partner, whose title must appear under the signature, and the official address of the partnership must be shown below the signature. All names must be typed or printed below the signature. The name, address and telephone number of the person to whom communications regarding the Bid are to — be directed must be shown. A Bid may be deemed non-responsive which contains omissions, alterations, or additions of any kind, or which in any manner shall fail to conform to the conditions of the published Invitation to Bid. 9. SUBMISSION OF BIDS Bids shall be submitted at or before the time and place indicated in the INVITATION _ TO BID and shall be included in an opaque sealed envelope, marked with the project title 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 thereof. 10. MODIFICATION AND WITHDRAWAL OF BIDS "- 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. If, within twenty four (24) hours after Bids are opened, any bidder files a duly signed written notice with the Owner and promptly thereafter demonstrates to the reasonable satisfaction of the Owner that there was a material and substantial mistake in the preparation of his Bid, that Bidder may upon approval of the Owner, — withdraw his Bid and the Bid Security will be returned. 11. OPENING OF BIDS Bids will be opened publicly and read at the time and place designated in the INVITATION TO BID. An abstract of all responsive Bids will be made available to — Bidders after the opening of the Bids. 12. BIDS TO REMAIN OPEN All Bids shall remain open for sixty (60) calendar days after the day of the Bid opening, but the Owner may, in his sole discretion, release any Bid and return the _ Bid Security prior to that date. Within thirty (30) days after the award of the contract, the Owner will return the bid securities to all Bidders whose Bids are not to be further considered in awarding the Contract. Retained bid securities will be held until the Contract has been executed, after which all bid securities, other than Bidders' bonds and any guarantees which have been forfeited, will be returned to the respective Bidders whose Bids they accompanied. M 13. AWARD OF CONTRACT The Owner reserves the right to reject any and all Bids, to waive any and all informalities, and the right to disregard all non -conforming, non-responsive or conditional Bids and to negotiate contract terms with the Successful Bidder. Also, the Owner reserves the right to reject the Bid of any Bidder if the Owner believes that it would not be in the best interest of the Project to make an award to that 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 the Owner. Discrepancies between words and figures will be resolved in favor of words. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum of the individual bid items. In evaluating the Bids, the Owner shall consider the qualifications of the Bidders, whether or not the bids comply with the prescribed requirements, and Bid prices. The Owner may conduct such investigations as he deems necessary to assist in the evaluation of any bid and to establish the responsibility, qualifications and financial ability of the Bidders to do the Work in accordance with the Contract Documents to the Owner's satisfaction within the prescribed time. The Owner reserves the right to reject the Bid of any Bidder who does not pass any such evaluation to the Owner's satisfaction. If the Contract is to be awarded, it will be awarded to the lowest Bidder whose evaluation by the Owner indicates to the Owner that the award will be in the best interest of the Project. If the Contract is to be awarded, the Owner will give the Successful Bidder a Notice of Award within sixty (60) days after the day of the Bid opening. 14. METHOD OF AWARD If, at the time the Contract is to be awarded, the lowest Total Bid submitted by a responsible Bidder does not exceed the amount of funds then estimated by the Owner as available to finance the Project and who, in the Owner's sole and absolute judgment, will best serve the interest of the Owner, the Contract will be awarded to said responsible Bidder. All Bids will be examined for conformance with the following: A. Conformance with the terms of the Contract Documents. B. Conformance with required qualifications as requested on the Contractor's Qualification Submittal form. C. Bid price. D. Suitability to project requirements. 5 15. PERFORMANCE AND PAYMENT BONDS When the Successful Bidder delivers the executed Agreement to the Owner, it shall be accompanied by the required Contract Security consisting of Performance and Payment Bonds. 16. SIGNING OF AGREEMENT When the Owner gives a Notice of Award to the Successful Bidder, it will be accompanied by three (3) unsigned counterparts of the Agreement and other Contract Documents. Within ten (10) days thereafter, the Contractor shall sign and deliver all three (3) counterparts of the Agreement to the Owner with the Performance and Payment Bonds and Certificate(s) of Insurance attached. Within ten (10) days after the acceptance of bonds and certificates of insurance meeting the requirements of the Contract Documents, the Owner will deliver a fully signed Agreement to the Contractor. 17. FAILURE TO EXECUTE CONTRACT AND FURNISH BONDS The bid security of the Bidder who has a Contract awarded to him and who fails to properly execute the Contract, furnish the required Bonds or furnish acceptable Certificates of Insurance within ten (10) days of the date of the Notice Of Award may be subject to forfeiture, and the bid security may be retained as liquidated damages by the Owner. It is agreed by the Bidder and the Owner that this said sum is a fair estimate of the amount of damages the Owner will sustain in case the Bidder fails to enter into the Contract or furnish the required Bonds. Bid security deposited in the form of cash, a certified check or cashier's check shall be subject to the same requirements as a Bid Bond. 18. PERMITS. LICENSES AND TAXES Except as otherwise explicitly provided in these specifications, all permits and licenses necessary to the prosecution of the work shall be secured by the Contractor at his own expense and he shall pay all taxes properly assessed against his equipment or property used or required in connection with the work. 19. LICENSES All Contractors submitting bids for this project must possess a valid Idaho Public Works Contractors License. 0 CITY OF MERIDIAN GENERATIONS PLAZA BIDDER'S CHECKLIST The Bidder's Checklist is offered to the prospective bidder as a means of checking their Bid in order to insure that a complete Bid is submitted, free from omissions and errors that could possibly lead to rejection of the Bid. The Contractor is not required to complete or submit this form. 1. Are all blank spaces filled out on Bid Form? Is a complete set of Bid Proposal documents included? Bid Form Bid Security (bond, cashier's check, certified check or cash) Contractor's Qualification Submittal Form Information Required of Bidders 2. Have questions arising from the bidding documents, contract, specifications, or plans been submitted in writing to the proper authority and resolved in the proper manner? 3. Are Bid amounts shown correctly as well as extensions and totals? Recheck for errors or omissions. Both lump sum and unit prices must be shown in words and figures. 4. Are authorized signatures properly affixed to the Bidding Documents, showing title, Idaho Public Works Contractor License number, corporate seal (if applicable), etc.? 5. Have all Addenda been received and acknowledged with the proper signature on the Bid Proposal? 6. In order for a Bid to be considered, the Bid Security and all other required documents, as specified in the Information For Bidders, must be placed in a properly addressed sealed envelope, and delivered to the specified authority prior to the time designated for the bid opening. 7 CITY OF MERIDIAN GENERATIONS PLAZA BID NOTE TO BIDDER: Use indelible ink or type when completing this form. Proposal of (hereinafter called "Bidder"), organized and existing under the laws of the state of doing business as a(n) To: City of Meridian Address: 33 East Idaho Ave.. Meridian, Idaho 83642 Project Title: Generations Plaza In compliance with the Invitation to Bid and Information for Bidders for the Generations Plaza, having examined the Drawings and Specifications with related documents and the site of the proposed Work, and being familiar with all conditions surrounding the proposed Project, including the availability of materials and labor, hereby propose to furnish all labor, materials and supplies and complete the Work in accordance with the Contract Documents within the time set forth therein and at the prices stated in the Bid Schedule of Items and Prices. These prices are to cover all expenses incurred in performing the Work required under the Contract Documents, of which this is a part. By submission of this Bid, each Bidder certifies, and in case of a joint Bid each party thereto certifies as to his own organization, that this Bid has been arrived at independently, without consultation, communication, or agreement as to any matter relating to this Bid with any other Bid or with any other Bidder or with any competitor. The Bidder agrees that the Work will be completed within seventy-five (75) calendar days after the date when the Contract Time commences to run. In the event the Bidder is awarded the Contract and fails to complete the work within the time limit or extended time limit agreed upon, as more particularly set forth in the Contract Documents, liquidated damages of $250.00 per calendar day will be assessed against the Contractor for each day in excess of the stated * Insert "individual, "partnership" or "corporation" E:� work completion time. These late damages will be subtracted from the Contractor's bid price before final payment is made. Bidder acknowledges receipt of the following Addenda: Addenda No. Date Initials Bidder's person to contact for additional information regarding this Bid.- Name- Telephone: id:Name:Telephone: �6] CITY OF MERIDIAN GENERATIONS PLAZA BID SCHEDULE OF ITEMS AND PRICES The following is the Bid Schedule for the City of Meridian Generations Plaza. The award will be based on the lowest Total Basic Bid subject to the requirements of Paragraph 15 of the Information For Bidders. The unit price for each bid item shall be written in figures and words in the spaces provided. BID SCHEDULE BASE BID PROPOSAL: Bidder agrees to perform all of the work described in the Specifications and shown on the Drawings and Specifications for Generation Plaza. 1. Dollars ($ ALTERNATE PROPOSAL: Bidder agrees to perform alternate work as indicated in the Contract Documents for the following sums, which sums shall be added to or deducted from, the Base Bid as indicated. ALTERNATE PROPOSAL: I will include the following alternates as specified substitutes for the cost changes listed. 1. Bid Alternate No. "A" Add the sum of 1. Dollars ($ (Amount shall be shown in both words and figures. In case of discrepancy, the amount shown in words will govern.) The above prices shall include all labor, material, overhead, profit, insurance, etc., to cover furnishing and performing the,Work as called for and specified. The above prices shall also include all applicable taxes and fees. 10 The Bidder understands that quantities listed are approximate and the Owner reserves the right to increase or decrease individual items as may be, in its sole judgment, to its best interest depending upon conditions encountered or observed during the execution of the Work. Respectfully Submitted: By: Date: Signature Name: (typed or printed) Title: (SEAL if Bid is by a corporation) Attest (for bids by corporations): — By. Date: Signature (by Corporate or Assistant Corporate Secretary) Name: (typed or printed) Title: Firm: Business Address: Telephone Number: ( ) Public Works License Number: -- Contractor's representative to contact regarding this bid: _ 11 CITY OF MERIDIAN GENERATIONS PLAZA INFORMATION REQUIRED OF BIDDERS GENERAL INFORMATION. The Bidder shall furnish the following information. Failure to comply with this requirement will render the Bid incomplete and shall cause its rejection. Additional sheets shall be attached as required. (1) Contractor's name and address (mail and business): (2) Contractor's telephone number: (3) Contractor's State License: Primary Classification Supplemental Classification held, if any: Bid Limit: (4) Number of years as a Contractor in construction work of this type: (5) Names and titles of all officers of CONTRACTOR'S firm: 12 CITY OF MERIDIAN GENERATIONS PLAZA CONTRACTOR QUALIFICATION SUBMITTAL FORM In order for the City of Meridian to properly evaluate bid proposals the following information shall be submitted by each bidder and included in the bid proposal. The following referenced projects shall be of a similar nature and magnitude as the Project contemplated in these Contract Documents and have been completed within the last five years. Project No. 1 Owner: Location: Description: Name of Project: Size of Project ($): Contact Person/Firm: Address: Telephone Number: Project No. 2 Owner.- Location: wner:Location: Description: Name of Project: Size of Project ($): _ Contact Person/Firm: Address: Telephone Number: 13 Project No. 3 Owner: Location: Description: Name of Project: Size of Project ($): _ Contact Person/Firm: Address: Telephone Number: 14 CITY OF MERIDIAN GENERATION PLAZA LIST OF SUBCONTRACTORS (to be submitted with Bid) Pursuant to the requirement of Section 67-2310, 54-1901 and 54-1902, Idaho Code, the Bidder shall list below the name, business address, Idaho Public Works Contractor's license and description of work for each subcontractor who will perform work if the Bidder is awarded the Contract. After the opening of bids, no changes or substitutions will be allowed without the written approval of the Owner. The listing of more than one subcontractor for each item of work to be performed with the word "or" will not be permitted. If the Contractor intends to perform mechanical and/or electrical work under the provisions of his own license, he shall list himself, as appropriate. Failure to comply with these requirements will render the Bid non- responsive and will cause its rejection. Name and Address Idaho Public Works Contractors License # Amount of Work In Total Dollars 1. (electrical) 2. (plumbing) 3. 4. 5. 6. 7. 8. Use back of page if necessary 15 CITY OF MERIDIAN GENERATIONS PLAZA :•ka KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, as Principal, and as Surety, are hereby held and firmly bound unto the City of Meridian, Ada County, Idaho, in the sum of Dollars ($ ) for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors and assigns. The condition of the above obligation is such that, whereas, the Principal has submitted to the OWNERS a certain Bid, attached hereto and hereby made a part hereof, to enter into a contract in writing, for the GENERATIONS PLAZA. NOW, THEREFORE, (a) If said Bid shall be rejected; or (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish Bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise, the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its Bond shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and the Surety does hereby waive notice of any such extension. 16 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officer, and day and year first set forth above. Signed and sealed this day of 19 Principal By: Surety By: _ Signature Signature 17 SEAL (if Bid is by a Corporation) Witness: Signature STANDARD FORMS EJCDC STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR ON THE BASIS OF A STIPULATED PRICE THIS AGREEMENT is dated as of the day of year 19 by and between City of Meridian, Ada County, OWNER) and in the Idaho (hereinafter called (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK. CONTRACTOR shall complete all Work as specified or indicated in the contract Documents. The WORK is generally described as follows: construction of concrete and masonry column, concrete flat work, concrete planters , landscape, fountain equipment and pavers. Associated plumbing, electrical and architectural finish work is also included. The Project for which the Work under the Contract Documents is described as follows: GENERATIONS PLAZA. Article 2. LANDSCAPE ARCHITECT The Project has been designed by various consultants under the direction of The Land Group. who is hereinafter called LANDSCAPE ARCHITECT and who is to act as OWNER's representative, assume all duties and responsibilities and have the rights and authority assigned to LANDSCAPE ARCHITECT in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. Article 3. CONTRACT TIME. 3.1. The Work will be completed within seventy five (75) days from the date when the Contract Time commences to run as provided in paragraph 2.3 of the General Conditions, and completed and ready for final payment in accordance with paragraph 14.13 of the General Conditions. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement. OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER Two Hundred Fifty dollars ($250) for each day that expires after the time specified in paragraph 3.1 for Substantial Completion until the Work is substantially complete. After Substantial Completion if CONTRACTOR shall neglect, refuse or iF:3 fail to complete the remaining Work within the Contract Time or any proper extension thereof granted by OWNER, the OWNER may withhold moneys from the contract and complete remaining work as required. Article 4. CONTRACT PRICE. 4.1. OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents in current funds as follows: Article 5. PAYMENT PROCEDURES. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by LANDSCAPE ARCHITECT 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 LANDSCAPE ARCHITECT, on or about the 25'h 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 4.1 and in the case of Base bid work, based on the percentage of work completed. 5.1.1. Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as LANDSCAPE ARCHITECT, shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. • Less percentage of retainage indicated in the Supplemental Conditions. 100 % of materials and equipment (less 5% retainage) not incorporated in the Work (but delivered, suitably stored and 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 100% of the Contract Price, less such amounts as LANDSCAPE ARCHITECT 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 recommended by LANDSCAPE ARCHITECT as provided in said paragraph 14.13. 19 Article 6. INTEREST. All moneys not paid when due as provided in Article 14 of the General Conditions shall bear interest at the maximum rate allowed by law at the place of Project. Article 7. CONTRACTOR'S REPRESENTATIONS. In order to induce OWNER to enter into the Agreement CONTRACTOR makes the following representations: 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 cost, progress, performance or furnishing of the Work. 7.2. CONTRACTOR has studied carefully all drawings of physical conditions which are identified in the Supplemental Conditions, as provided in paragraph 4.2 of the General Conditions, and accepts the determination set forth in Article 4 of the Supplemental Conditions of the extent of the technical data contained in such drawings upon which CONTRACTOR is entitled to reply. 7.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, 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 at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of 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. 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 LANDSCAPE ARCHITECT written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by LANDSCAPE ARCHITECT is acceptable to CONTRACTOR. 20 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. 8.2 Exhibits to this Agreement. 8.3 Performance and other Bonds. — 8.4 Notice of Award. 8.5 Acceptance of Notice of Award 8.6 General Conditions. _ 8.7 State of Idaho Tax Reporting Requirements 8.8 Supplemental General Conditions. 8.9 Technical Specifications. _ 8.10 Drawings. 8.11 Appendix. 8.12 Invitation To Bid. 8.13 Information for Bidders. 8.14 Addenda. 8.15 CONTRACTOR's Bid. 8.16 Documentation submitted by CONTRACTOR prior to Notice of Award. 8.17 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 Articles 11 and 12 of the General Conditions. 8.18 The documents listed in paragraph 8.2. above are attached to this Agreement (except as expressly noted otherwise above). There are no Contract Documents other than those listed above in this Article 8. The Contract Documents may only be amended, modified or supplemented as provided in Articles 11 and 12 of the General Conditions. 21 ` 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 interest 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 partners, successors, assigns and legal representatives in respect of all covenants and obligations contained in the Contract Documents. Article 10. OTHER PROVISIONS. IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in triplicate. One counterpart each has been delivered to OWNER, CONTRACTOR and LANDSCAPE ARCHITECT. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or by LANDSCAPE ARCHITECT on their behalf. The Agreement will be effective on 19 Owner CITY OF MERIDIAN Contractor By. By. _ Name: Robert D. Corrie, Mayor Name: Approved by City Council: [CORPORATE SEAL] [CORPORATE SEAL] Attest Attest William G. Berg, Jr. City Clerk Address for giving notices Address for giving notices 33 East Idaho Ave. Meridian, ID 83642 Public Works License No. * (if CONTRACTOR is a corporation, attach evidence of authority to sign if other than President signing) 22 CITY OF MERIDIAN GENERATIONS PLAZA NOTICE OF AWARD TO: PROJECT DESCRIPTION: GENERATIONS PLAZA DATED: The OWNER has considered the Bid submitted by you for the above described Work in response to its Advertisement for Bids and Information for Bidders. You are hereby notified that your Bid has been accepted for (description): In the amount of Dollars ($ You are required to fully execute the Agreement and furnish the required Contractor's Performance bond, Payment Bond and Certificates of Insurance within ten (10) calendar days from the date of the notice to you, that is by 19 If you fail to execute said Agreement and to furnish said bonds and certificates of insurance within ten (10) calendar days from the date of this Notice, said OWNER will be entitled to consider all your rights arising out of the OWNER's acceptance of your Bid as abandoned and as a forfeiture of your Bid Bond. The OWNER will be entitled to such other rights as may be granted by law. You are required to return the attached ACCEPTANCE OF NOTICE OF AWARD to the OWNER. OWNER: CITY OF MERIDIAN, IDAHO in Name: ROBERT D. CORRIE Title: MAYOR Approved by City Council: 23 ATTEST: 13 Name: WILLIAM G. BERG JR. Title: CITY CLERK 19 CITY OF MERIDIAN GENERATIONS PLAZA ACCEPTANCE OF NOTICE OF AWARD Receipt of the NOTICE OF AWARD is hereby acknowledged by this day of BY: NAME: TITLE: CONTRACTOR (SEAL if by a corporation) 24 CONSTRUCTION PAYMENT BOND Construction Payment Bond Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): SURETY (Name and Principal Place of Business): OWNER (Name and Address): CONSTRUCTION CONTRACT Date: Amount: Description (Name and Location): BOND Date (Not earlier than Construction Contract Date): Amount: Modifications to this Bond Form: CONTRACTOR AS PRINCIPAL Company: Signature: Name and Title: CONTRACTOR AS PRINCIPAL Company: Signature: Name and Title: SURETY (Corp. Seal) Company: Signature: Name and Title: SURETY (Corp. Seal) Company: Signature: Name and Title: t (Corp. Seal) (Corp. Seal) EJCDC No. 1910-28B (1984 Edition) Prepared through the joint efforts of the Surety Association of America, Engineers' Joint Contract Documents Committee. The Associated General Contractors of Amcrica, American Institute of Architects, American Subcontractors Association, and the Associated Specialty L The Contractor and the Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner to pay for labor, materials and equipment furnished for use in the perfor- manee of the Construction Contract, which is incorporated herein by reference. 2. With respect to the Owner, this obligation shall be null and void if the Contractor: 2.1. Promptly makes payment, dircctly or indirectly. for all sums due Claimants, and 2.2. Defends, indemnifies and holds harmless the Owner from all claims. demands, liens or suits by any person or entity who furnished labor, materials or equipment for use in the performance of the Construction Contract, provided the Owner has promptly notified the Contractor and the Surety (at the address described in Para- graph 12) of any claims, demands, liens o: suits and tendered defense of such claims, demands. liens or suits to the Contractor and the Surely. and provided there is no Owner Default. 3. With respect to Claimants, this obligation shall be null and void if the Contractor promptly makes paymcnl, directly or indirectly, for all sums due. 4. The Surety shall have no obligation to Claimants under this Bond until: 4.1. Claimants who arc employed by or have a direct contract with the Contractor have given notice to the Surety (at the address. described in Paragraph 12) and sent a copy, or notice thereof, to the Owner, stating that a claim is being made under this Bond and, with substantial accuracy, the amount of the claim. 4.2. Claimants who do not have a direct contract with the Contractor. I. Have furnished written noticc to the Contractor and sent a copy, or notice thereof, to the Owner. within 90 days after having last performed labor or last furnished materials or equip- ment included in the claim stating, with substantial accuracy, the amount of the claim and the name of the party to whom the materials were furnished or supplied or for whom the labor was done or performed; and 2. Have either received a rejection in whole or in part from the Contractor, or not received within 30 days of furnishingthe above notice any communication from the Contractor by which the Contractor has indicated the claim will be paid directly or indirectly; and 3. Not having been paid within the above 30 days, have sent a written notice to the Surety (at the address described in Para- graph 12) and sent a copy, or notice thereof, to the Owner, stating that a claim is being trade under this Bond and enclosing a copy of the previous written notice furnished to the Con- tractor. 5. If a notice required by Paragraph 4 is given by the Owner to the Contractor or to the Surety, that is sufficient compliance. 6. When the Claimant has satisfied the conditions of Paragraph 4, the Surety shall promptly and at the Surety's expense take the following actions: 6.1. Send an answer to the Claimant, with a copy to the Owner, within 43 days after receipt of the claim, stating the amounts that are undisputed and the basis for challenging any amounts that arc disputed. 6.2. Pay or arrange for paymcnl of any undisputed amounts. 7. The Surety's total obligation shall not exceed the amount of this Bond, and the amount of this Bond shall be credited for any payments made in good faith by the Surety. 8. Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance of the Construction Contract and to satisfy claims, if any. under an) Construction Performance Bon— By the Contractor furnishing and the Ow•ncr accepting this Bond. th, agree that all funds earned by the Contractor in the performance Of tl,, Construction Contract arc dedicated to s tisfy obligations Of the Con- tractor and the Surety under this Bond. subject to the Owners priori,.. - to use the funds for the completion of the work. 9. The Surety shall not be liable to the Owner. Claintams Or Others G obligations of the Contractor that are unrelated to the Construction Cr,n tract. The Owner shall not be liable for payment of any costs or ecpen>y of any Claimant under this Bond. and shall have under this Bond n obligations to make payments to, give notices on behalf of. or other,, i,_ have obligations to Claimants under this Bund. 10. The Surely hereby waives notice ofany change. including changes or time, to the Construction Contract Or to related subcontracts. purch:,,— orders and other obligations. 11. No suit or action shall be commenced by a Claimant under this Bono other than in a court of competent jurisdiction in the location in which the work or part of the work is located or after the expiration of one )c �- from the date (1) on which the Claimant gave the notice required b Subparagraph 4-1 or Clause 4.2 (iii). or (2) on which the last labor ,• service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction Contract. whichever of (I t or (2) first occurs. If the provisions of this Paragraph are void or prohibitc— by law, the minimum period of limitation available to sureties as a dcfcn, in the jurisdiction of the suit shall be applicable, 12. Notice to the Surety. the Owner or the Contractor shall be mailed or delivered to the address shown on the signature page. Actual receipt o— notice by Surcty. the Owner or the Contractor. however accomplished shall be sufficient compliance as of the date received at the address show,. on the signature page. 13. When this Bond has been furnished to comply with a statutory o— other legal requirement in the kx-alion where the construction wars it, b, performed, any provision in this Bund conflicting with said statutory o legal requirement shall be deemed deleted hcrcfrom and provisions ton forming to such statutory or other legal requirement shall be deemed incorporated herein. The intent is. that this Bond shall be construed as statutory bond and not as a common law bond. 14. Upon request by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor shall promptly furnish a copy or this Bond or shall permit a copy to be trade. IS. DEFINITIONS 15.1. Claimant: An individual or cnlity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor, materials or equipment for use in the performance— of the Contract. The intent of this Bond shall be to include without limitation in the terms "labor, materials or equipment" that pan of water, gas, power, light, heat, oil, gasoline, telephone service or rental equipment used in the Construction Contract. architec- tural and engineering services required for performance of cher work of the Contractor and the Contractor's subcontractors. and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor. materials or equipment were furnished. _ 15.2. Construction Contract: Thc agreement between the Owner and the Contractor identified on the signature page. including all Contract Documents and changes thereto. 15.3. Owner Default: Failure of the Owner, which has neither been remedied nor waived. to pay the Contractor as required by thc— Construction Contract or to perform and complete or comply with the other terms thereof. (FOR INFORMATION ONLY—Name, Address and Telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect. Engineer or other party). CONSTRUCTION PERFORMANCE BOND Construction Performance Bond Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): SURETY (Name and Principal Place of Business): OWNER (Name and Address): CONSTRUCTION CONTRACT Date: Amount: Description (Name and Location): BOND Date (Not earlier than Construction Contract Date): Amount: Modifications to this Bond Form: CONTRACTOR AS PRINCIPAL Company: Signature: Name and Title: CONTRACTOR AS PRINCIPAL Company: Signature: Name and Title: SURETY (Corp. Seal) Company: Signature: Name and Title: SURETY (Corp. Seal) Company: Signature: Name and Title: t (Corp. Seal) (Corp. Seal) EJCDC No. 1910-28A (1984 Edition) Pre Dared Ihroueh the ioinl effnnc of Thr Snrriv A%sociAnnn of Arnrrira Fnrinrr-' Int— CII -11111 Th. A.. —w .(cd I . The Contractor and the Surety. jointly and severally, bind themselves. their heirs. esccutors. administrators. successors and assigns to the Owner for the performancc of the Construction Contract. which is incorporated herein by reference. ?. If the Contractor performs the Construction Contract. the Surety and the Contractor shall have no obligation under this Bond, except to par- ticipate in conferences as provided in Subparagraph 3.1. 3. If (here is no Owner Default. the Surety's obligation under this Bond shall arise after: 3.1. The Owner has notified the Contractor and the Surety at its address described in Paragraph 10 below, that the Owner is considering declaring a Contractor Dcrault and has requested and attempted to arrange a conference with the Contractor and the Surety to to held not later than fifteen days after receipt of such notice to discuss methods of performing the Construction Contract. If the Owner. the Contractor and the Surety agree, the Contractor shall be allowed a reasonable time to perform the Construction Con- tract. but such an agreement shall not waive the Owncr's right, if any. subsequently to declare a Contractor Default-. and 3.2. The Ow ncr has declared a Contractor Default and formally ter- minated the ContraetoCs right to complete the contract. Such Contractor Dcfault shall not be declared earlier than (wenty days after the Contractor and the Surety have received notice as pro- vidcd in Subparagraph 3.1: and 3.3. The Owner has agreed to pay the Balance of the Contract Price to the Surety in -accordance with the terms of the Construction Contract or to a contractor selected to perform the Construction Contract in accordance with the terms of the contract with the Owner. 4. When the Owner has satisfied the conditions of Paragraph 3, the Surety shall promptly and at the Surety's expense take one of the following actions: 4.1. Arrange for the Contractor, with consent o(the Owner. to perform and complete the Construction Contract. or 4.2. Undertake to perform and complete the Construction Contract itself, through its agents or through independent contractors: or 4.3. Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and com- pletion of the Construction Contract, arrange for a contract to be prepared for execution by the Owner and the contractor selected with the Owncr's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner the amount of damages as described in Paragraph 6 in excess of the Balance of the Contract Price incurred by the Owner resulting from the Contractor's default-, or 4.4. Waivc its right to perform and complete, arrange for completion. or obtain a new contractor and with reasonable promptness under the circumstances: 1. After investigation. determine the amount for which it may be liable to the Owner and, as soon as practicable after the amount is determined, tender payment therefor to the Owner: or 2. Deny liability in whole or in part and notify the Owner citing reasons therefor. S. If the Surety docs not proceed as provided in Paragraph 4 with reason- able promptness. the Surety shall be deemed to be in default on this Bond fifteen days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond. and the Owner shall be entitled to enforce any remedy available to the Owner. If the Surety proceeds as provided in Subparagraph 4.4. and the Owner refuses the payment tendered or the Surety has denied liability. in whole or in part. without further notice the Owner shall be entitled to enforce any remedy available to the Owner. 6. After the Owner has terminated the Contraeto(s right to complete the Construction Contract. and if the Surety elect., toact under Subparagraph 4. I. 4.2, or 4.3 . bovc. then the resrxtn,ihilitic: of the Surely W the Owncr shall not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety shall nu( he greater than those of the Owner under the Construction Contract. To the limit of the amount of this Bond. but subject w commitment by the Ow nci of the Balance of the Contract Price to mitigation of costs and damage, on the Construction Contract, the Surety is obligated without duplication for: 6-1. The responsibilities of the Contractor for correction of dclectt, e work and completion of the Construction Contract: 6.2. Additional Icg:al. design and delay costs rcsultinf from the Contractor's Iklault. and resulting from the action of failure to act of the Surety under Paragraph 4: and 6.3. LiquidateJ damages, or if no liquidated damages are specified in the Construction Contract, actual damages caused M delayed performance or non-performance of the Contractor. 7. The Surety shall not be liable to the Owncr or others for obligations of the Contractor that are unrelated to the Construction Contract. and the Balance of the Contract Price shall not tse reduced or set off on account of any such unrelated obligations. Nu right of action shall accrue on thi, Bond to any person or entity other than the Owner or its heirs. executor,. administrators, or successors. 8. The Surety hereby waives notice of an) chanrT. including changes of time, to the Construction Contract or to related subcontracts. pure ha,c orders and other obligations. 9. Any proceeding. legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of (he wort: is kxated and shall be in tituted within two )ears •after Contractor Default or within two )-cars after the ContractorccascJ work- ing or within two years after the Surety refuses or fails it, perform it, obligations under this Mond. whichever occurs first. If the provisions of this Paragraph are void or prohibited by law. the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 10. Notice to the Surety, the Owucr or the Contractor shall K- mailed or delivered to the address shown on the signature page. 11. When this Bond has been furnished to comply- %kill' a sl tutor) or other legal requirement in the location w1kere the constuctioa was to h, - performed, any provision in (his Bond conflicting with said statutory or legal requirement shall be deemed deleted hcrcfrom and provisions con- forming to such statutory or other legal requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 12. Definitions. 12.1. Balance of the Contract Price: The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made. including allowance w the Contractor of any amounts received or to be received h) the Owner in settlement of insurance or other claims for dam- ages to which the Contractor is entitled. reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract. 12.2. Construction Contract: The agreement between the Owner anJ the Contractor identified on the signature page. including all Contract Wcuments and changes thereto. 12.3. Contractor Default: Failure o(theContractor. wfiichhas neither been remedied nor tvais'cd. to perform or othencise to caompl) with the terms of the Construction Contract. 12.4. Owner Default: Failure of the Owner. which has neither been remedied nor waived. to pa) the Contractor ai required b)the Construction Contract or to perl(arm and complete or compo with the other terms thereof. (FOR INFORMATION ONLY—Name. Address and Telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect. Engineer or other party'(: CITY OF MERIDIAN — GENERATIONS PLAZA SUBCONTRACTOR'S AND SUPLIER'S WAIVER OF CLAIM has contracted (Subcontractor or Supplier Name) _ with to furnish (Prime -Contractor Name) — for the GENERATIONS PLAZA Project. The undersigned hereby acknowledges receipt of payment for all labor, skill, materials, equipment or incidental services provided for the above -referenced project and hereby waives any rights or claims, against (a) the real property to which the above-described materials, labor or shill were supplied; (b) the improvements located thereon; (c) the payer or Owner; (d) the surety or sureties of the payer or Owner to secure payment for any labor, skill, _ materials, equipment, incidental services, furnished to or to be furnished by the undersigned under the above-described contract. THE UNDERSIGNED has executed the waiver voluntarily and with full knowledge of _ his rights under the laws of the State of Idaho. Dated: Name: Title: Address: 25 CITY OF MERIDIAN _ GENERATIONS PLAZA RELEASE OF LIENS AND CLAIMS hereby certify that has satisfied all liens, claims and indebtedness of every nature in any way connected with the work completed for the Generations Plaza including, but not limited to, all taxes, payrolls, amounts due to subcontractors, accounts for labor performed and materials furnished, incidental services, liens and judgments. DATED this day of 19 , before me, a Notary Public in and for said State, personally appeared known or identified to me to be the person whose name is subscribed to the within and foregoing instrument, and acknowledged to me that he executed the same. IN WITNESS WHERE, I have hereunto set my hand and affixed my official seal the day and year first above written. NOTARY PUBLIC OF IDAHO RESIDING AT: MY COMMISSION EXPIRES: 26 TO: CONTRACTOR ADDRESS CITY OF MERIDIAN GENERATIONS PLAZA NOTICE TO PROCEED PROJECT: Generations Plaza DESCRIPTION: DATE: You are hereby notified that the Contract Time for the construction of the above project will commence to run on the day of 19 On that date, you are to start performing the Work and your other obligations under the Contract Documents. The date of Final Completion is . 19 OWNER: CITY OF MERIDIAN, IDAHO Name: ROBERT D. CORRIE Title: MAYOR 27 "i1x001111 No Name: WILLIAM G. BERG, JR. Title: CITY CLERK CONTRACT CHANGE ORDER DATE: ORDER NO.. CONTRACT FOR: Generations Plaza OWNER: CITY OF MERIDIAN IDAHO TO: (Contractor) You are hereby requested to comply with the following changes from the contract plans and specifications: Description of Changes In This Change Order list separately) INCREASE in Contract Price DECREASE in Contract Price Sum of Increase and Decrease: Net Change in Contract Price: JUSTIFICATION (attach supplemental documents): CHANGE IN CONTRACT PRICE: Original Contract Price: Previous Change Orders No. to No. _ Contract Price prior to this Change Order: Net (Increase/Decrease of this Change Order: Contract Price with all approved Change Orders: 28 CHANGE IN CONTRACT TIME: Original Contract Time: Previous Change Orders No. to No. Contract Time prior to this Change Order: Net (Increase/Decrease) of this Change Order: Contract Time with all approved Change Orders: This document will become a supplement to the Contract and all provisions will apply hereto. ACKNOWLEDGEMENT OF CHANGE ORDER LIMITS BY CONTRACTOR The increase or decrease in Contract price and/or Contract time stated in each and every Change Order shall unequivocally comprise the total price and/or time adjustment due or owed the CONTRACTOR for the work or changes ordered by the Change Order. By executing the change Order, the CONTRACTOR acknowledges and agrees that the stipulated price and/or time adjustments represent full compensation for all increases or decreases in cost or the time required to perform the Contract as whole arising directly or indirectly from the Change Order, including costs and delays associated with the interruption of schedules, extended overheads, delay, and cumulative impacts or ripple effect on all other non -affected work under Contract not changed by the Change Order. Signing of the Change Order constitutes full and mutual accord and satisfaction for the adjustment in Contract price and/or time, subject to the current scope of the entire work as set forth in the Contract Documents. Acceptance of this Change order constitutes an agreement between Owner and CONTRACTOR that the Change Order represents an equitable adjustment to the Contract, and that CONTRACTOR will waive all rights to file a claim of the Change Order after it is properly executed. All Change Orders shall include a written record, submitted by the CONTRACTOR, that states the basis of cost amount, including time and materials data, that enables _ the Owner to determine the necessity and reasonableness of the Change Order. RECOMMENDED: FWAIMMaNywal APPROVED: LANDSCAPE ARCHITECT OWNER CONTRACTOR 29 DATE: DATE: DATE: GENERAL CONDITIONS CITY OF MERIDIAN, IDAHO GENERAL CONDITIONS ARTICLE 1 DEFINITIONS _ Wherever used in these General Conditions or in other Contract Documents, the following terms have the meanings indicated which are applicable to both the singular and plural thereof: Addenda: Written and/or graphic instruments issued prior to Bid opening which clarify, correct — or change the bidding documents or the Contract Documents. Agreement: The written agreement between the OWNER and CONTRACTOR covering the — Work to be performed. Other Contract Documents may be attached to the Agreement and made a part thereof as provided therein. — Application for Payment: The form accepted by the OWNER which is to be used by the CONTRACTOR in requesting progress or final payment and which is to include such supporting documentation as required by the Contract Documents. Bid: The offer or proposal of the Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. Bonds: Bid, performance and payment bond and other instruments of security. Change Orders: A written order to the CONTRACTOR signed by the OWNER and the CONTRACTOR authorizing an addition, deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Time issued after the effective date of the Agreement. _ Contract Documents: The Agreement, Addenda (which pertain to the Contract Documents), CONTRACTOR's Bid (including documentation accompanying the Bid and any post -Bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Agreement, the Bonds, these General Conditions, the Supplemental General Conditions, the Specifications, the Drawings as the same are more specifically identified in the Agreement, together with all modifications issued after the execution of the Agreement. Contract Price: The moneys payable by the OWNER to the CONTRACTOR under the Contract Documents as stated in the Agreement. Contract Time: The number of days stated in the Agreement for the completion of the Work. CONTRACTOR: The person, firm or corporation with whom the OWNER has entered into the Agreement. For materials supply contracts, CONTRACTOR shall be interpreted to mean — supplier. Day: A calendar day of twenty-four (24) hours measured from midnight to the next midnight. 01/26/99 GC -1 Defective. An adjective which, when modifying the word "Work", refers to Work that is, in the OWNER's opinion, unsatisfactory, faulty, or deficient, or does not conform to the Contract Documents or does not meet the requirements of any inspection, test or approval referred to in the Contract Documents, or has been damaged prior to the OWNER's recommendation of final payment. Drawings: The drawings which show the character and scope of the Work to be performed and which have been prepared or approved by the ENGINEER and are referred to in the Contract Documents. Effective Date of the Agreement: The date indicated in the Agreement on which if becomes effective; but, if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. Engineer: The Professional ENGINEER responsible for design of the Project and/or the OWNER's representative during the construction phase. The ENGINEER's name and professional seal shall appear on all Contract Documents. Field Order: A written order issued by the OWNER which orders minor changes in the Work in accordance with Paragraph 10.2 of the General Conditions, but which does not involve a change in the Contract Price or the Contract Time. Hazardous Waste: The term Hazardous Waste shall have the meaning proved in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended periodically. Hydrogeologist: The ENGINEER's subconsultant whose work the project has been, in part designed. Modification: (1) A written amendment of the Contract Documents signed by both parties; (2) a Change Order; or (3) a Field Order. A modification may only be issued after the effective date of the Agreement. NOTICE OF AWARD: The written notice by the OWNER to the apparent successful Bidder stating that, upon compliance by the apparent successful Bidder with the conditions enumerated therein, within the time specified, the OWNER will sign and deliver the Agreement. NOTICE TO PROCEED: A written notice given by the OWNER to the CONTRACTOR fixing the date on which the Contract Time will commence to run and on which the CONTRACTOR shall start to perform his obligations under the Contract Documents. OWNER. The public body or authority, corporation, association, partnership, or individual with whom the CONTRACTOR has entered into the Agreement and for whom the Work is to be provided. Prosect: The total construction of which the Work to be provided under the Contract Documents may be the whole, or a part as indicated elsewhere in the Contract Documents. Resident PROJECT Representative: The authorized representative of the OWNER who is assigned to the PROJECT or any part thereof. 01/26/99 GC -2 Shop Drawings: All drawings, diagrams, illustrations, schedules and other data which are specifically prepared by the CONTRACTOR, a subcontractor, manufacturer, fabricator, supplier or distributor to illustrate some portion of the Work and all illustrations, brochures, standard schedules, performance charts, instructions, diagrams and other information prepared by a manufacturer, fabricator, supplier or distributor and submitted by the CONTRACTOR to illustrate material or equipment for some portion of the Work. Specifications: Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standards and workmanship as applied to the Work and certain administrative details applicable thereto. Subcontractor: An individual, firm or corporation having a direct contract with the CONTRACTOR or with any other subcontractor for the performance of a part of the Work at the site. Substantial Completion: The date at which the Work (or a specified part thereof) has progressed to the point where, in the opinion of the OWNER as evidenced by his definitive acknowledgment of Substantial Completion, it is sufficiently complete in accordance with the Contract Documents, so that the Work (or specified part) can be utilized for the purposes for which it was intended; or, if there be no such acknowledgment issued, when final payment is due in accordance with Paragraph 14.13. The terms "substantially complete" and "substantially completed" as applied to any Work refer to Substantial Completion thereof. Supplier: A manufacturer, fabricator, supplier, distributor or vendor having a direct contract with the CONTRACTOR or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by the CONTRACTOR or any Subcontractor. Work: The entire completed construction, or the various separately identifiable parts thereof, required to be furnished under the Contract Documents. Work is the result of performing services, furnishing labor and furnishing and incorporating materials and equipment into the construction, all as required by the Contract Documents. ARTICLE 2 PRELIMINARY MATTERS Delivery of Bonds 1. When the CONTRACTOR delivers the executed Agreement to the OWNER, the CONTRACTOR shall also deliver to the OWNER such Bonds as the CONTRACTOR may be required to furnish in accordance with Paragraph 5.1. ies of Documents 2. The OWNER shall furnish to the CONTRACTOR up to five (5) copies as are reasonably necessary for the execution of the Work. Additional copies will be furnished, upon request, at the cost of reproduction. Commencement of Contract Time; Notice to Proceed 01/26/99 GC -3 3. The Contract Time will commence to run a minimum of seven days from the date of issuance of the Notice To Proceed indicated in the Notice to Proceed; but, in no event shall the Contract Time commence to run later than the thirtieth (30th) day after the effective date of the Agreement. A Notice to Proceed may be given at any time within thirty (30) days after the effective date of the Agreement. Starting the PROJECT 4. The CONTRACTOR shall start to perform the Work on the date when the Contract Time commences to run, but no Work shall be done at the site prior to the date on which the Contract Time commences to run unless otherwise authorized in writing by the OWNER and/or ENGINEER. Before Starting Construction 5. Before undertaking each part of the Work, the CONTRACTOR shall carefully study and compare the Contract Documents and verify pertinent figures shown thereon and all applicable field measurements. The CONTRACTOR shall promptly report in writing to the OWNER any conflict, error or discrepancy which the CONTRACTOR may discover; however, the CONTRACTOR shall not be liable to the OWNER or the ENGINEER for failure to report any conflict, error or discrepancy in the Drawings or Specifications, unless the CONTRACTOR had actual knowledge thereof or should reasonably have known thereof. 6. Within ten (10) days after the effective date of the Agreement, unless otherwise specified, the CONTRACTOR shall submit to the OWNER for review and acceptance an estimated progress schedule indicating the starting and completion dates of the various stages of the Work, a preliminary schedule of Shop Drawing submissions, and a preliminary schedule of values of the Work. 7. Before any Work at the site is started, the CONTRACTOR shall deliver to the OWNER certificates and other evidence of insurance requested by the OWNER which the CONTRACTOR is required to purchase and maintain in accordance with Paragraphs 5.4, 5.6 and 5.7 of the General Conditions and Article 8 of the Supplemental General Conditions. Preconstruction Conference 8. Within twenty (20) days after the effective date of the Agreement, but before the CONTRACTOR starts the Work at the site, a conference will be held for review and acceptance of the schedules referred to in Paragraph 2.6, to establish procedures for handling Shop Drawings and other submittal and for processing Applications for Payment, and the establish a working understanding among the parties to the Work. _ ARTICLE 3 CONTRACT DOCUMENTS; INTENT AND REUSE Intent 1. The Contract Documents comprise the entire Agreement between the OWNER and CONTRACTOR concerning the Work. They may be altered only by a Modification. 01/26/99 GC -4 2. The Contract Documents are complementary; what is called for by one is as binding as if — called for by all. If, during the performance of the Work, the CONTRACTOR finds a conflict, error or discrepancy in the Contract Documents, he shall report it to the OWNER in writing at once and before proceeding with the work affected thereby; however, the CONTRACTOR shall not be liable to the OWNER or the ENGINEER for failure to report any conflict, error or discrepancy in the Specifications or Drawings unless the CONTRACTOR had actual knowledge thereof or should reasonably have known thereof. 3. It is the intent of the Specifications and Drawings to describe a complete PROJECT to be constructed in accordance with the Contract Documents. Any work that may reasonably be inferred from the Specifications or Drawings as being required to produce the intended result shall be supplied whether or not it is specifically called for. When words which have a well- known technical or trade meaning are used to describe Work, materials or equipment, such words shall be interpreted in accordance with such meaning. Reference to standard specifications, manuals or codes or any technical society, organization or association, or to the code of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard specification, manual or code in affect at the time of opening of Bids, except as may be otherwise specifically stated. However, no provision of any referenced standard specification, manual or code (whether or not specifically incorporated by reference in the Contract Documents) shall change the duties and responsibilities of the OWNER, CONTRACTOR or ENGINEER, or any of their agents or y employees from those set forth in the Contract Documents. Clarifications and interpretations of the Contract Documents shall be issued by the OWNER as provided for in Paragraph 9.3. 4. The Contract Documents will be governed by the law of the place of the PROJECT Reuse of Documents 5. Neither the CONTRACTOR nor any subcontractor, manufacturer, fabricator, supplier or _ distributor shall have or acquire any title to or ownership rights in any of the Drawings, Specifications or other documents, or copies of any thereof, prepared by or bearing the seal of the ENGINEER; and they shall not reuse any of them on extensions of the PROJECT or any other project without written consent of the ENGINEER and specific written verification or adaptation by the ENGINEER. Prioritv of Provisions of Contract Documents 6. In the event that any provision of any one contract Document conflicts with the provision of another Contract Document, the provision in that Contract Document first listed below shall r, govern, except as otherwise specifically stated: a. Agreement (including Exhibits to Agreement) b. Addenda to Contract Documents c. Remaining Legal and Procedural Documents 1. Bid Form 2. Invitation to Bid -- 3. Information for Bidders d. Detailed Technical Specification Requirements 01/26/99 GC -5 e. Drawings f. Supplemental General Conditions of the Contract g. General Conditions of the Contract h. Bonds 1. Performance Bond 2. Labor and Material Payment Bond 3. Proposal Guaranty ARTICLE 4 AVAILABILITY OF LANDS, PHYSICAL CONDITIONS AND REFERENCE POINTS Availabilitv of Lands The OWNER shall furnish, as indicated in the Contract Documents, the lands upon which the Work is to be performed, rights-of-way for access thereto, and such other lands which are designated for the use of the CONTRACTOR. Easements for permanent structures or — permanent changes in existing facilities will be obtained and paid for by the OWNER, unless otherwise provided in the Contract Documents. If the CONTRACTOR believes that any delay in the OWNER's furnishing these lands or easements entitles him to an extension of the Contract Time, the CONTRACTOR may make a claim therefor as provided in Articles 11 and 12. The CONTRACTOR shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. Physical Conditions - Investigations and Reports Reference is made to the OWNER's Supplemental General Conditions for identification of '- those reports of investigations and tests of subsurface and latent physical conditions at the site or otherwise affecting cost, progress or performance of the Work which have been relied upon by the ENGINEER in preparation of the Drawings and Specifications. Such — reports are not guaranteed as to accuracy or completeness and are not part of the Contract Documents. Unforeseen Physical Conditions The CONTRACTOR shall promptly notify the OWNER and the ENGINEER in writing in any subsurface or latent physical conditions at the site or in an existing structure differing materially from those indicated or referred to in the Contract Documents. The ENGINEER will promptly review those conditions and advise the OWNER in writing if further investigation or tests are necessary. Promptly thereafter, the OWNER shall obtain the necessary additional investigations and tests and furnish copies to the CONTRACTOR. If the OWNER finds that the results of such investigations or tests indicate that there are subsurface or latent physical conditions which differ materially from those intended in the Contract Documents, and which could not reasonably have been anticipated by the CONTRACTOR, a Change Order shall be issued incorporating the necessary revisions. Reference Points 4. Unless stated otherwise elsewhere in the Contract Documents, the OWNER shall provide 01/26/99 GC -6 engineering surveys for construction to establish reference points which, in his judgment, are necessary to enable the CONTRACTOR to proceed with the Work. The CONTRACTOR shall be responsible for laying out the Work; shall protect and preserve the established reference points; and shall make no changes or relocations without the prior written approval of the OWNER. The CONTRACTOR shall report to the ENGINEER whenever any reference point is lost or destroyed or requires relocation because of necessary changes of grades or locations, and shall be responsible for replacement or relocation of such reference points by professionally qualified personnel. ARTICLE 5 BONDS AND INSURANCE Performance and Payment Bonds 1. The CONTRACTOR shall furnish Performance and Payment Bonds, each in an amount equal to the Contract Price, as security for the faithful performance and payment of all the CONTRACTOR's obligations under the Contract Documents. These Bonds shall remain in effect until one (1) year after the date of Substantial Completion, except as otherwise provided by law. All Bonds shall be in the forms prescribed by the bidding documents and be executed by such Sureties as: 1) are licensed to conduct business in the state where the PROJECT is located; and 2) are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Audit Staff, Bureau of Accounts, U.S. Treasury Department. All Bonds signed by an agent must be accompanied by a certified copy of the authority to act. 2. If the Surety on any Bond furnished by the CONTRACTOR is declared bankrupt or becomes insolvent, or its right to do business is terminated in any state where any part of the PROJECT is located, or it ceases to meet the requirements of clauses 1) and 2) of Paragraph 5.1, the CONTRACTOR shall, within five (5) days thereafter, substitute another Bond and Surety, both of which shall be acceptable to the OWNER. CONTRACTOR's Liability Insurance 3. The CONTRACTOR shall purchase and maintain such comprehensive general liability and other insurance as will provide protection from claims set forth below which may arise out of or result from the CONTRACTOR's performance of the Work and the CONTRACTOR's other obligation under the Contract Documents, whether such performance is by the CONTRACTOR, by any subcontractor, by anyone directly employed by any of them, or by anyone for whose acts any of them may be liable: a. Claims under workers' or workmen's compensation, disability benefits and other similar employee benefit acts; b. Claims for damages because of bodily injury, occupational sickness or disease, or death of the CONTRACTOR's employees; c. Claims for damages because of bodily injury, sickness or disease, or death of any person other than the CONTRACTOR's employees; d. Claims for damages insured by personal injury liability coverage which are sustained: 1) 01/26/99 GC -7 by any person as a result of an offense directly or indirectly related to the employment of such person by the CONTRACTOR; or 2) by any other person for any other reason; e. Claims for damages, other than to the Work itself, because of injury to or destruction of tangible property, including loss of use resulting therefrom; and f. Claims arising out of operation of Laws or Regulations for damages because of bodily injury or death of any person or for damage to property; and g. Claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. The insurance required by this Paragraph 5.3 shall include the specific coverage and be _ written for not less than the limits of liability and coverage provided in the Supplemental General Conditions, or required by law, whichever is greater. The comprehensive general liability insurance shall include completed operations insurance. All such insurance shall contain a provision that the coverage afforded will not be canceled, materially changed or renewal refused until at least thirty (30) days' prior written notice has been given to the OWNER. All such insurance shall remain in effect until final payment and at all times thereafter when the CONTRACTOR may be correcting, removing or replacing defective — Work in accordance with Paragraph 13.12. In addition, the CONTRACTOR shall maintain such completed operations insurance for at least two (2) years after final payment and furnish the OWNER with evidence of continuation of such insurance at final payment and one (1) year thereafter. Contractual Liability Insurance 4. The Comprehensive general liability insurance required by Paragraph 5.3 will include contractual liability insurance applicable to the CONTRACTOR's obligations under Paragraphs 6.12, 6.16 and 6.30 through 6.32. Owner's Liability Insurance 5. The OWNER shall be responsible for purchasing and maintaining his own liability insurance and, at his option, may purchase and maintain such insurance as will protect the OWNER against claims which may arise from operations under the Contract Documents. Property Insurance 6. The CONTRACTOR shall purchase and maintain property insurance upon the Work at the site to the full insurance value thereof subject to such deductible amounts as may be provided in the Supplemental General Conditions or required by law. This insurance shall include the interests of the OWNER, CONTRACTOR and subcontractors in the Work; shall insure against the perils of fire and extended coverage and shall include "all risk" insurance for physical loss and damage including theft, vandalism and malicious mischief, collapse and water damage, and such other perils as may be provided in the Supplemental General _ Conditions, and shall include damages, losses and expenses arising out of or resulting from any insured loss or incurred in the repair or replacement of any insured property, including fees and charges of engineers, architects, attorneys and other professionals. If not covered under the "all risk" insurance, the CONTRACTOR shall purchase and maintain similar property insurance on portions of the Work stored on and off the site or in transit when such 01/26/99 GC -8 portions of the Work are to be included in an Application for Payment. The policies of insurance required to be purchased and maintained by the CONTRACTOR in accordance with this Paragraph 5.6 shall contain a provision that the coverage afforded will not be canceled or materially changed until at least thirty (30) days' prior written notice has been given to the OWNER and the OWNER. 7. If the OWNER requests in writing that other special insurance be included in the property insurance policy, the CONTRACTOR shall, if possible, include such insurance, and the cost thereof shall be charged to the OWNER by appropriate Change Order. Prior to commencement of the Work at the site, the CONTRACTOR will, in writing, advise the OWNER whether or not such other insurance has been procured by the CONTRACTOR. Waiver of Riohts 8. The OWNER and CONTRACTOR waive all rights against each other and the subcontractors and their agents and employees and against the ENGINEER and separate contractors (if any) and their subcontractors' agents and employees, for damages caused by fire or other perils to the extent covered by insurance provided under Paragraph 5.6 or any other property insurance applicable to the Work, except such rights as they may have to the proceeds of such insurance held by the OWNER as trustee. The CONTRACTOR shall require similar written waivers from each subcontractor in accordance with Paragraph 6.11 as applicable; each such waiver will be in favor of all other parties enumerated in this Paragraph 5.8. Receipt and Application of Proceeds _ 9. Any insured loss under the policies of insurance required by Paragraph 5.6 shall be adjusted with the OWNER and made payable to the OWNER as trustee for the insured, as their interests may appear, subject to the requirements of any applicable mortgage clause and of Paragraph 5.10. The OWNER shall deposit in a separate account any money so received, and he shall distribute it in accordance with such agreement as the parties in interest may reach. If no other special agreement is reached, the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof, and the work and the cost thereof covered by an appropriate Change Order. 10. The OWNER, as trustee, shall have power to adjust and settle any loss with the insurers unless one (1) of the parties in interest shall object in writing within fifteen (15) days after the occurrence of loss to the OWNER's exercise of this power. If such objection be made, the OWNER as trustee shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach. If required in writing by any party in interest, the OWNER as trustee shall, upon the occurrence of any insured loss, give bond for the proper performance of his duties. Acceptance of Insurance 11. If the OWNER has any objection to the coverage afforded by or other provisions of the Bonds or insurance required to be purchased and maintained in accordance with Article 5 on the basis of its not complying with the Contract Documents, the OWNER will notify the CONTRACTOR in writing thereof within ten (10) days of the date of delivery of such certificates to the OWNER in accordance with Paragraph 2.7. The CONTRACTOR will provide to the OWNER such additional information in respect of insurance provided by him 01/26/99 GC -9 as the OWNER may reasonably request. If the CONTRACTOR does not purchase or maintain all of the Bonds and insurance required of such part by the Contract Documents, the OWNER shall notify the other party in writing of such failure to purchase prior to the start _ of the Work, or of such failure to maintain prior to any change in the required coverage. Without prejudice to any other right or remedy, the OWNER may elect to obtain equivalent Bonds or insurance to protect the OWNER's interests at the expense of the CONTRACTOR who is required to provide such coverage, and a Change Order shall be issued to adjust the Contract Price accordingly. Failure by the OWNER to give any such notice of objection within the time provided shall constitute acceptance of such insurance purchased by the CONTRACTOR as complying with the Contract Documents. Partial Utilization - Property Insurance 12. If the OWNER finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work, such use or occupancy may be accomplished in accordance with Paragraph 14.10; provided that no such use or occupancy shall commence before the insurers providing the property insurance have acknowledged notice thereof and ` in writing effected the changes in coverage necessitated thereby. The insurers providing the property insurance shall not be canceled or lapse on account of any such partial use or occupancy. _ ARTICLE 6 CONTRACTOR'S RESPONSIBILITIES Supervision and Superintendence The CONTRACTOR shall supervise and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. The CONTRACTOR shall be solely responsible for the means, methods, techniques, sequences and procedures of construction, but the CONTRACTOR shall not be solely responsible for the negligence of others in the design or selection of a specific means, method, technique, sequence or procedure of construction which is indicated in and required by the Contract Documents. The CONTRACTOR shall be responsible to see that the finished Work complies accurately with the Contract Documents. 2. The CONTRACTOR shall keep on the Work at all times during its progress a competent resident superintendent, who shall not be replaced without written notice to the OWNER and OWNER except under extraordinary circumstances. The superintendent will be the CONTRACTOR's representative at the site and shall have authority to act on behalf of the "- CONTRACTOR. All communications given to the superintendent shall be as binding as if given to the CONTRACTOR. Labor, Materials and Equipment 3. The CONTRACTOR shall provide competent, suitably qualified personnel to lay out the Work and perform construction as required by the Contract Documents. The CONTRACTOR shall, at all times, maintain good discipline and order at the site. Except in connection with the safety or protection of persons or the Work or property at the site or adjacent thereto, all Work at the site shall be performed during regular working hours, and the CONTRACTOR will not permit the performance of Work on Saturday or Sunday or any 01/26/99 GC -10 legal holiday without the OWNER's written consent given. 4. The CONTRACTOR shall furnish all materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water and sanitary facilities and all other facilities and incidentals necessary for the execution, testing, initial operation and completion of the Work. 5. All materials and equipment shall be as specified in the Contract Documents. If required by the OWNER, the CONTRACTOR shall furnish satisfactory evidence, reports of required tests, as to the kind and quality of materials and equipment. 6. All materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned in strict accordance with the instructions of the applicable manufacturer, fabricator, supplier or distributor, except as otherwise provided in the Contract Documents. Equivalent Materials and Equipment 7. Whenever materials or equipment are specified or described in the Drawings or Specifications by using the name of a proprietary item or the name of a particular manufacturer, fabricator, supplier or distributor, the naming of the item is intended to establish the type, function and quality required. Unless the name is followed by words indicating that no substitution is permitted, materials or equipment of other manufacturers, fabricators, suppliers or distributors may be accepted by the ENGINEER if sufficient information is submitted by the CONTRACTOR to allow the ENGINEER to determine that the material or equipment proposed is equivalent to that named. The procedure for review by the ENGINEER will be as set forth in Paragraphs 6.7.a and 6.7.b below. a. Requests for review of substitute items of material and equipment will not be accepted by the ENGINEER from anyone other than the CONTRACTOR. If the CONTRACTOR wishes to furnish or use a substitute item of material or equipment, the CONTRACTOR shall make written application to the ENGINEER for acceptance thereof, certifying that the proposed substitute will perform adequately the functions called for by the general design, be similar and of equal substance to that specified and be suited to the same use and capable of performing the same function as that specified. The application will state whether or not acceptance of the substitute for use in the Work will require a change in the Drawings or Specifications to adapt the design to the substitute and whether or not incorporation or use of the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified — shall be identified in the application and available maintenance, repair and replacement service will be indicated. The application will also contain an itemized estimate of all costs that will result directly or indirectly from acceptance of such substitute, including costs of redesign and claims of other contractors affected by the resulting change, all of which shall be considered by the ENGINEER in evaluating the proposed substitute. The ENGINEER may require the CONTRACTOR to furnish, at the CONTRACTOR's expense, additional data about the proposed substitute. The ENGINEER will make the final -- decision of acceptability, and no substitute will be ordered or installed without the ENGINEER's prior written acceptance. The OWNER may require the CONTRACTOR to furnish, at the CONTRACTOR's expense, a special performance guarantee or other surety with respect to any substitute. b. The ENGINEER will record time required by the ENGINEER and the ENGINEER's 01/26/99 GC -11 consultants in evaluating substitutions proposed by the CONTRACTOR and in making changes in the Drawings or Specifications occasioned thereby. Whether or not the ENGINEER accepts a proposed substitute, the CONTRACTOR shall reimburse the OWNER for the charges of the ENGINEER and the ENGINEER's consultants for evaluating any proposed substitute. Concerning Subcontractors 8. The CONTRACTOR shall not employ any subcontractor or other person or organization (including those who are to furnish the principal items of material or equipment), whether -- initially or as a substitute, against whom the OWNER may have an objection. A subcontractor or other person or organization identified in writing to the OWNER by the CONTRACTOR prior to the Notice of Award and not objected to in writing by the OWNER _ prior to the Notice of Award will be deemed acceptable to the OWNER. Acceptance of any subcontractor, other person or organization by the OWNER shall not constitute a waiver of any right of the OWNER to reject defective Work. If the OWNER after due investigation, has reasonable objection to any subcontractor, other person or organization proposed by the CONTRACTOR after the Notice of Award, the CONTRACTOR shall submit an acceptable substitute and the Contract Price shall be increased or decreased by the difference in cost occasioned by such substitution, and an appropriate Change Order shall be issued. The CONTRACTOR shall not be required to employ any subcontractor, other person or organization against whom the Contractor has reasonable objection. 9. The CONTRACTOR shall be fully responsible for all acts and omissions of his subcontractors and of persons and organizations directly or indirectly employed by them and of persons and organizations for whose acts any of them may be liable to the same extent that the CONTRACTOR is responsible for the acts and omissions of persons directly employed by the CONTRACTOR. Nothing in the Contract Documents shall create any contractual relationship between the OWNER or any subcontractor or other person or organization having a direct contract with the CONTRACTOR, nor shall it create any obligation on the part of the OWNER to pay or to see to the payment of any moneys due any subcontractor or other person or organization, except as may otherwise be required by law. The OWNER may furnish to any subcontractor or other person or organization, to the extent -y practicable, evidence of amounts paid to the CONTRACTOR on account of specific Work done. 10. The sections of the Specifications and the identification of any Drawings shall not control the CONTRACTOR in dividing the Work among subcontractors or delineating the Work to be performed by any specific trade. 11. All work performed for the CONTRACTOR by a subcontractor will be pursuant to an appropriate agreement between the CONTRACTOR and the subcontractor which specifically binds the subcontractor to the applicable terms and conditions of the Contract Documents for the benefit of the OWNER and the ENGINEER and contains waiver provisions as required by Paragraphs 5.6 through 5.8. The CONTRACTOR shall pay each subcontractor a just share of any insurance moneys received by the CONTRACTOR on account of losses under policies issued pursuant to Paragraphs 5.6 and 5.7. Patent Fees and Royalties 01/26/99 GC -12 12. The CONTRACTOR shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product or device which is subject to patent rights or copyrights held by others. If a particular invention, design, process, product or device is specified in the Contract Documents for use in the performance of the Work and if to the actual knowledge of the OWNER its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by the OWNER in the Contract Documents. The CONTRACTOR shall indemnify and hold harmless the OWNER and anyone directly or indirectly employed by either of them from and against all claims, damages, losses and expenses (including attorneys' fees) arising out of any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product or device not specified in the Contract Documents, and shall defend all such claims in connection with any alleged infringement of such rights. Permits 13. Unless otherwise provided in the Supplemental General Conditions, the CONTRACTOR -- shall obtain and pay for all construction permits and licenses. The OWNER may assist the CONTRACTOR, when necessary, in obtaining such permits and licenses. The CONTRACTOR shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids. The CONTRACTOR shall pay all charges of utility service companies for connections to the Work, and the OWNER shall pay all charges of such companies for capital costs related thereto. Laws and Regulations 14. The CONTRACTOR shall give all notices and comply with all laws, ordinances, rules and regulations applicable to the Work. If the CONTRACTOR observes that the Specifications or Drawings are at variance therewith, the CONTRACTOR shall give the OWNER prompt written notice thereof, and any necessary changes shall be adjusted by an appropriate Modification. If the CONTRACTOR performs any Work knowing or having reason to know that it is contrary to such laws, ordinances, rules and regulations, and without such notice to the OWNER, the CONTRACTOR shall bear all costs arising therefrom; however, it shall not be the CONTRACTOR's primary responsibility to make certain that the Specifications and Drawings are in accordance with such laws, ordinances, rules and regulations. Taxes 15. The CONTRACTOR shall pay all sales, consumer, use and other similar taxes required to .._ be paid by him in accordance with the law of the place of the PROJECT. Use of Premises 16. The CONTRACTOR shall confine construction equipment, the storage of materials and equipment and the operations of workmen to areas permitted by law, ordinances, easements, permits or the requirements of the Contract Documents, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. The CONTRACTOR shall assume full responsibility for any damage to any such 01/26/99 GC -13 land or area, or to the owner or occupant thereof or of any adjacent land or areas, resulting from the performance of the Work. Should any claim be made by any such owner or occupant because of the performance of the Work, the CONTRACTOR shall promptly settle with such other part by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. The CONTRACTOR shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold harmless the OWNER, ENGINEER, ENGINEER's consultant and anyone directly or indirectly employed by any of them from and against all claims, costs, losses and damages arising out of or resulting from any claim or action, legal or equitable, brought by any such owner or occupant against the OWNER, ENGINEER or any other party indemnified hereunder to the extent caused by or based upon the CONTRACTOR's performance of the Work. 17. During the process of the Work, the CONTRACTOR shall keep the premises free from accumulations of waste materials, rubbish and other debris resulting from the Work. At the completion of the Work, the Contractor shall remove all waste materials, rubbish and debris from and about the premises as well as all tools, appliances, construction equipment and — machinery, and surplus materials, and shall leave the site clean and ready for occupancy by the OWNER. The CONTRACTOR shall restore to their original condition those portions of the site not designated for alteration by the Contract Documents. _ 18. The CONTRACTOR shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall the CONTRACTOR subject any part of the _ Work or adjacent property to stresses or pressures that will endanger it. Record Documents 19. The CONTRACTOR shall keep one (1) record copy of all Specifications, Drawings, Addenda, Modifications, Shop Drawings and samples at the site, in good order and annotated to show all changes made during the construction process. These shall be available to the ENGINEER for examination and shall be delivered to the ENGINEER upon completion of the Work. Safety and Protection 20. The CONTRACTOR shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. The CONTRACTOR shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: a. all employees on the Work and other persons who may be affected thereby,- b. hereby; b. all the work and all materials or equipment to be incorporated therein, whether in storage on or off the site; and c. other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or " replacement during the course of construction. The CONTRACTOR shall comply with all applicable laws, ordinances, rules, regulations and orders of any public body having jurisdiction for the safety of persons or property or to 01/26/99 GC -14 protect them from damage, injury or loss; and shall erect and maintain all necessary safeguards for such safety and protection. The CONTRACTOR shall notify owners of adjacent property and utilities when prosecution of the Work may affect them. All damage, injury or loss to any property referred to in paragraph "a" or "b" above caused, directly or indirectly, in whole or in part, by the CONTRACTOR, any subcontractor or anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, shall be remedied by the CONTRACTOR (except damage or loss attributable to the fault of the Drawings or Specifications or to the acts or omissions of the OWNER, ENGINEER or ENGINEER'S Consultant or anyone employed by either of them or anyone for whose acts either of them maybe liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of the CONTRACTOR). The CONTRACTOR's duties and responsibilities for the safety and protection of the Work shall continue until such time as all the safety and protection of the Work shall continue until such time as all the Work is completed and the ENGINEER has issued a notice to the OWNER and the CONTRACTOR y in accordance with Paragraph 14.13 that the Work is acceptable. 21. The CONTRACTOR shall designate a responsible member of his organization at the site whose duty shall be the prevention of accidents. This person shall be the CONTRACTOR's superintendent unless otherwise designated in writing by the CONTRACTOR to the OWNER. Emergencies 22. In emergencies affecting the safety or protection of persons or the Work or property at the site or adjacent thereto, the CONTRACTOR, without special instruction or authorization from the OWNER or the ENGINEER, is obligated to act to prevent threatened damage, injury or loss. The CONTRACTOR shall give the ENGINEER prompt written notice of any significant changes in the Work or deviations from the Contract Documents caused thereby. Submittal Shop Drawings and Samples 23. After checking and verifying all field measurements, the CONTRACTOR shall submit to the ENGINEER for review, in accordance with the accepted schedule of Shop Drawing submissions (see Paragraph 2.8), five (5) copies of all Shop Drawings, which shall have been checked by and stamped with the approval of the CONTRACTOR and identified as the ENGINEER may require. The data shown on the Shop Drawings shall be complete with respect to dimensions, design criteria, materials of construction and like information to enable the ENGINEER to review the information as required. 24. The CONTRACTOR shall also submit to the ENGINEER for review, with such promptness as to cause no delay in the Work, all samples required by the Contract Documents. All samples shall have been checked by and stamped with the approval of the CONTRACTOR, identified clearly as to material, manufacturer, any pertinent catalog numbers and the use for which intended. 25. At the time of each submission, the CONTRACTOR shall, in writing, call the ENGINEER's attention to any deviations that the Shop Drawings or samples may have from the — requirements of the Contract Documents. 26. The ENGINEER will review with reasonable promptness the Shop Drawings and samples, - 01/26/99 GC -15 but the ENGINEER's review shall be only for conformance with the design concept of the PROJECT and for compliance with the information given in the Contract Documents and shall not extend to means, methods, sequences, techniques or procedures of construction or to safety precautions or programs incident thereto. The review of a separate item as such will not indicate approval of the assembly in which the item functions. The CONTRACTOR shall make any corrections required by the ENGINEER and shall return the required number of corrected copies of Shop Drawings and resubmit new samples for review. The CONTRACTOR shall direct specific attention in writing to revisions other than the corrections called for by the ENGINEER on previous submittal. The CONTRACTOR's stamp of approval of any Shop Drawing or sample shall constitute a representation to the OWNER and the ENGINEER that the CONTRACTOR has either determined and verified all quantities, dimensions, field construction criteria, materials, catalog numbers, and similar data or assumes full responsibility for doing so, and that the CONTRACTOR has reviewed or coordinated each Shop Drawing or sample with the requirements of the Work and the Contract Documents. 27. Where a Shop Drawing or sample is required by the Specifications, no related Work shall be commenced until the submittal has been reviewed and approved by the ENGINEER. 28. The ENGINEER's review of the Shop Drawings or samples shall not relieve the CONTRACTOR from responsibility for any deviations from the Contract Documents unless the CONTRACTOR has, in writing, called the ENGINEER's attention to such deviation at the time of submission and the ENGINEER has given written concurrence to the specific deviation, nor shall any concurrence by the ENGINEER relieve the CONTRACTOR from responsibility for errors or omissions in the Shop Drawings. Continuing the Work 29. The CONTRACTOR shall carry on the Work and maintain the progress schedule during all disputes or disagreements with the OWNER. No work shall be delayed or postponed pending resolution of any disputes or disagreements, except as the CONTRACTOR and OWNER may otherwise agree in writing. CONTRACTOR's General Warranty and Guarantee 30.a The CONTRACTOR warrants and guarantees to the OWNER, ENGINEER and ENGINEER's Consultants that all Work will be in accordance with the Contract Documents and will not be defective. The CONTRACTOR's warranty and guarantee hereunder excludes defects or damage caused by: (1) abuse, modification or improper maintenance or operation by persons other than the CONTRACTOR, Subcontractors or Suppliers; or (2) normal wear and tear under normal usage. 30.b The CONTRACTOR's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of the CONTRACTOR's obligation to perform the Work in accordance with the Contract 01/26/99 GC -16 Documents: (1) observations by the ENGINEER; (2) recommendation of any progress or final payment by the ENGINEER; (3) the issuance of a certificate of Substantial Completion or any payment by the OWNER to the CONTRACTOR under the Contract Documents; (4) use or occupancy of the Work or any part thereof by the OWNER; ,._ (5) any acceptance by the OWNER or any failure to do so; (6) any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptance by the ENGINEER pursuant to Paragraph 14.13; (7) any inspection, test or approval by others; or (8) any correction of defective Work by OWNER. Indemnification 31. To the fullest extent permitted by law, the CONTRACTOR shall indemnify and hold harmless the OWNER and ENGINEER and their agents and employees from and against all claims, damages, losses and expenses including, but not limited to, attorneys' fees arising out of or resulting from the performance of the Work, provided that any such claim, damage, loss or expense: 1) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use of tangible property resulting therefrom; and 2) is caused in whole or in part by any negligent act or omission of the CONTRACTOR, any subcontractor, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder. 32. In any and all claims against the OWNER or ENGINEER or any of their agents or employees by any employee of the CONTRACTOR, any subcontractor, anyone directly or indirectly employed by an of them or anyone for whose acts any of them may be liable, the indemnification obligation under Paragraph 6.31 shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for CONTRACTOR or any subcontractor under workers' or workmen's compensation acts, disability benefit acts or other employee benefit acts. 33. The obligations of the CONTRACTOR under Paragraph 6.31 shall not extend to the liability of the ENGINEER, his agents or employees arising out of the preparation or approval of maps, drawings, opinions, reports, surveys, Change Orders, designs or specifications. — ARTICLE 7 WORK BY OTHERS 1. The OWNER may perform additional work related to the PROJECT by himself, or have additional work performed by utility service companies, or let other direct contracts therefor 01/26/99 GC -17 which shall contain General Conditions similar to these. The CONTRACTOR shall afford the utility service companies and the other contractors who are parties to such direct contracts (or the OWNER, if the OWNER is performing the additional work with the OWNER's employees) reasonable opportunity for the introduction and storage of materials and equipment and the execution of work, and shall properly connect and coordinate his Work with theirs. 2. If any part of the CONTRACTOR's Work depends, for proper execution or results, upon the work of any such other contractor or utility service company (or the OWNER), the CONTRACTOR shall inspect and promptly report to the ENGINEER in writing any patent or apparent defects or deficiencies in such work that render it unsuitable for such proper execution and results. The CONTRACTOR's failure to so report shall constitute an acceptance of the other work as fit and proper for integration with the CONTRACTOR's Work except for latent or non -apparent defects and deficiencies in the other work. The CONTRACTOR shall do all cutting, fitting and patching of his work that may be required to make its several parts come together properly and integrate with such other work. The CONTRACTOR shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of the ENGINEER and the others whose work will be affected. 4. If the performance of additional work by other contractors or utility service companies or the OWNER was not noted in the Contract Documents, written notice thereof shall be given to the CONTRACTOR prior to starting any such additional work. If the CONTRACTOR believes that the performance of such additional work by the OWNER or others involves additional expense to the CONTRACTOR or requires an extension of the Contract Time, the CONTRACTOR may make a claim therefor as provided in Articles 11 and 12. ARTICLE 8 OWNER'S RESPONSIBILITIES The OWNER shall issue all communications directly to the CONTRACTOR through the ENGINEER. 2. The OWNER shall furnish the data required of the OWNER under the Contract Documents promptly and shall make payments to the CONTRACTOR promptly after they are due as provided in Paragraphs 14.4, 14.13 and 14.14. 3. The OWNER's and ENGINEER's duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.1 and 4.4, respectively. Paragraph 4.2 refers to the OWNER's identifying and making available to the CONTRACTOR copies of reports of investigations and tests of subsurface _ and latent physical conditions at the site or otherwise affecting performance of the Work which have been relied upon by the ENGINEER in preparing the Drawings and Specifications. 4. The OWNER's responsibilities in respect of purchasing and maintaining liability insurance is set forth in Paragraph 5.5. 01/26/99 GC -18 5. In connection with the OWNER's rights to request changes in the Work in accordance with Article 10, the OWNER, especially in certain instances as provided in Paragraph 10.4, is obligated to execute Change Orders. 6. The OWNER's responsibility in respect to certain inspections, tests and approvals is set -- forth in Paragraph 13.4. 7. In connection with the OWNER's right to stop Work or suspend Work, see Paragraphs 13.10 and 15.1. Paragraph 15.2 deals with the OWNER's right to terminate services of the CONTRACTOR under certain circumstances. 8. The OWNER shall not supervise, direct or have control or authority over, nor be responsible for, the CONTRACTOR's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of the CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. The OWNER will not be responsible for the CONTRACTOR's failure to perform or furnish the Work in accordance with Contract Documents. ARTICLE 9 ENGINEER'S STATUS DURING CONSTRUCTION 1. The ENGINEER will be the OWNER's representative during the construction period. The duties and responsibilities and the limitations of authority of the ENGINEER as the OWNER's representative during construction are set forth in the Contract Documents and shall not be extended without written consent of the OWNER and ENGINEER. Visits to Site 2. The OWNER, or its representatives will make visits to the site at intervals appropriate to the various stages of construction to observe the progress and quality of the executed Work and to determine, in general, in the Work is proceeding in accordance with the Contract Documents. The OWNER's efforts will be directed toward providing greater degree of confidence that the completed Work will conform to the Contract Documents. On the basis of such visits and on-site observations as an experienced and qualified design professional, the ENGINEER will keep the OWNER in formed of the progress of the Work and will endeavor to guard the OWNER against defects and deficiencies in the Work. Clarifications and Interpretations 3. The OWNER and/or ENGINEER will issue with reasonable promptness such written clarifications or interpretations of the Contract Documents (in the form of Drawings or otherwise) as the OWNER and/or ENGINEER may determine necessary, which shall be consistent with or reasonably inferable from the overall intent of the Contract Documents. If the CONTRACTOR believes that a written clarification or interpretation justifies an increase in the Contact Price or Contract Time, the CONTRACTOR may make a claim therefor as provided in Article 11 or Article 12. Authorized Variations in Work 01/26/99 GC -19 4. The ENGINEER may authorize minor variations in the Work from the requirements of the contract Documents which do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on the OWNER and also on the CONTRACTOR who shall perform the Work involved promptly. If the OWNER or the CONTRACTOR believes that a Field Order justifies an adjustment in the Contract Price or the Contract Times and the parties are unable to agree as to the amount or extent thereof, the OWNER or the CONTRACTOR may make a written claim therefor as provided in Article 11 or 12. Unacceptable Work 5. The OWNER shall have the authority to declare Work either acceptable or unacceptable and shall also have authority to require special inspection or testing of the Work as provided in Paragraph 13.9, whether or not the Work is fabricated, installed or completed. Project Representation 6. The OWNER may furnish RESIDENT PROJECT REPRESENTATIVES, ENGINEER, hereafter to assist the OWNER in observing the performance of the Work. Decisions on Disagreements 7. The ENGINEER will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. Claims, disputes and other matters relating to the acceptability of the Work or the interpretation of the requirements of the Contract Documents pertaining to the execution and progress of the work shall be referred initially to the OWNER in writing with a request for a formal decision in accordance with this paragraph, which the OWNER will render in writing within a reasonable time. Written notice of each such claim, dispute and other similar matter shall be delivered by the Claimant to the OWNER and the other party to the Agreement within fifteen (15) days of the occurrence of the event giving rise thereto, and written supporting data will be submitted to the OWNER and the other party within forty five (45) days of such occurrence unless the OWNER allows an additional period of time to ascertain more accurate data. The rendering of a decision by the ENGINEER pursuant to Paragraph 9.10 with respect to any such claim, dispute or other matter (except any which have been waived by the making or acceptance of final payment as provided in Paragraph 14.16) will be a condition precedent to any exercise by the OWNER or CONTRACTOR of such rights or remedies as either may otherwise have under the Contract Documents or at law in respect of any such claim, dispute or other matter. Limitation's on ENGINEER's Responsibilities 9. Neither the ENGINEER's authority to act under this Article 9 or elsewhere in the Contract Documents, nor any decision made by the ENGINEER in good faith either to exercise or not exercise such authority shall give rise to any duty or responsibility of the ENGINEER to the CONTRACTOR, any subcontractor, manufacturer, fabricator, supplier or distributor, or any 01/26/99 GC -20 of their agents or employees or any other person performing any of the Work. 10. Whenever in the Contract Documents the terms "as ordered", "as directed", "as required", "as allowed" or terms of like effect or import are used, or the adjectives "reasonable", "suitable", "acceptable", "proper" or "satisfactory", or adjectives of like effect or import are used to describe requirement, direction, review or judgement of the ENGINEER as to the Work, it is intended that such requirement, direction, review or judgment will be solely to evaluate the Work for compliance with the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective never indicates that the ENGINEER shall have authority to supervise or direct performance of the Work or authority to undertake responsibility contrary to the provisions of Paragraphs 9.11 or 9.12. 11. The ENGINEER will not be responsible for the CONTRACTOR's means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, and the ENGINEER will not be responsible for the CONTRACTOR's failure to perform the Work in accordance with the Contract Documents. 12. The ENGINEER will not be responsible for the acts or omissions of the CONTRACTOR or any subcontractors, or of the agents or employees of any contractor or subcontractor, or of any other persons at the site or otherwise performing any of the Work. ARTICLE 10 CHANGES IN THE WORK 1. Without invalidating the Agreement, the OWNER may, at any time or from time to time, — order additions, deletions or revisions in the Work; these will be authorized by Change Orders. Upon receipt of a Change Order, the CONTRACTOR shall proceed with the Work involved. All such work shall be executed under the applicable conditions of the Contract Documents. If any extension or shortening of the Contract Time, an equitable adjustment will be made as provided in Article 11 or Article 12 on the basis of a claim made by either party. 2. The ENGINEER may authorize minor changes in the Work not involving an adjustment in the Contract Price or the Contract Time, which are consistent with the overall intent of the Contract Documents. These may be accomplished by a Field Order and shall be binding on the OWNER, and also on the CONTRACTOR, who shall perform the change promptly. If the CONTRACTOR believes that a Field Order justifies an increase in the Contract Price or Contract Time, the CONTRACTOR may make a claim therefor as provided in Article 11 or Article 12. 3. Additional Work performed without authorization of a Change Order will not entitle the CONTRACTOR to an increase in the Contract Price or an extension of the Contract Time, except in the case of an emergency as provided in Paragraph 6.22 and except as provided in Paragraphs 10.2 and 13.9. 4. The OWNER shall execute appropriate Change Orders covering changes in the Work which are required by the OWNER, or required because of unforeseen physical conditions or emergencies, or because of uncovering Work found not to be defective, or as provided in -- Paragraphs 11.9 or 11.10, or because of any other claim of the CONTRACTOR for a change 01/26/99 GC -21 in the Contract Time or the Contract Price which is approved by the OWNER. 5. If notice of any change affecting the general scope of the Work or change in the Contract Price is required by the provisions of any Bond to be given to the Surety, it will be the CONTRACTOR's responsibility to so notify the Surety, and the amount of each applicable Bond shall be adjusted accordingly. The CONTRACTOR shall furnish proof of such adjustment to the OWNER. ARTICLE 11 CHANGE OF CONTRACT PRICE 1. The Contract Price constitutes the total compensation (subject to authorized adjustments) payable to the CONTRACTOR for performing the Work. All duties, responsibilities and obligations assigned to or undertaken by the CONTRACTOR shall be at his expense without change in the Contract Price. 2. The Contract Price may only be changed by a Change Order. Any claim for an increase in the Contract Price shall be based on written notice delivered to the OWNER and ENGINEER within fifteen (15) days of the occurrence of the event giving rise to the claim. Notice of the amount of the claim with supporting data shall be delivered within thirty (30) days of such occurrence unless the ENGINEER allows an additional period of time to ascertain accurate cost data. All claims for adjustment in the Contract Price shall be determined by the ENGINEER if the OWNER and CONTRACTOR cannot otherwise agree on the amount involved. Any change in the Contract Price resulting from any such claims shall be incorporated in a Change Order. 3. The value of any work covered by a Change Order or of any claim for an increase or decrease in the Contract Price shall be determined in one of the following ways: a. Where the Work involved is covered by unit prices contained in the Contract Documents, by application of unit prices to the quantities of the items involved, subject to the provisions of Paragraph 11.9. b. By mutual acceptance of the lump sum. c. On the basis of the Cost of the Work (determined as provided in Paragraphs 11.4 and 11.5) plus a Contractor's Fee for overhead and profit (determined as provided in Paragraph 11.6). _ Cost of the Work 4. The term "Cost of the Work" means the sum of all costs necessarily incurred and paid by the CONTRACTOR in the proper performance of the Work. Except as otherwise may be agreed to in writing by the OWNER, such costs shall be in the amounts no higher than those prevailing in the locality of the PROJECT, shall include only the following items and shall not include any of the costs itemized in Paragraph 11.5: a. Payroll costs for employees in the direct employ of the CONTRACTOR in the 01/26/99 GC -22 performance of the Work under schedules of classifications agreed upon by the OWNER — and CONTRACTOR. Payroll costs for employees not employed full-time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benefits which shall include social security contributions, unemployment, excise ,and payroll taxes, workers' or workmen's compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. Such employees shall include superintendents and foremen at the site. The expenses of performing Work after regular working hours, on Saturday or Sunday, or legal holidays shall be included in the above to the extent authorized by the OWNER. b. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and manufacturers' field services required in connection therewith. All cash discounts shall accrue to the CONTRACTOR unless the OWNER deposits funds with the CONTRACTOR with which to make payments, in which case the cash discounts shall accrue to the OWNER. All trade discounts, rebates and refunds, and all returns from sale of surplus materials and equipment shall accrue to the OWNER and the CONTRACTOR shall make provisions so that they may be obtained. c. Payments shall be made by the CONTRACTOR to the subcontractors for Work performed by subcontractors. If required by the OWNER, the CONTRACTOR shall obtain competitive bids from subcontractors acceptable to the CONTRACTOR and shall deliver such bids to the OWNER who will then determine which bids will be accepted. If a subcontract provides that the subcontractor is to be paid on the basis of Cost of the Work plus a Fee, the subcontractor's Cost of the Work shall be determined in the same manner as the CONTRACTOR's Cost of the Work. All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable. d. Costs of special consultants including, but not limited to, engineers, architects, testing laboratories, surveyors, lawyers and accountants employed for services specifically related to the Work. e. Supplemental costs including the following: (1) The proportion of necessary transportation, travel and subsistence expenses of the CONTRACTOR's employees incurred in discharge of duties connected with the Work. -- (2) Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the site and hand tools not owned by the workmen, which are consumed in performance of the Work, and cost less market value of such items used but not consumed which remain the property of the CONTRACTOR. (3) Rentals of all construction equipment and machinery and the parts thereof, whether rented from the CONTRACTOR or others in accordance with rental agreements approved by the OWNER with the advise of the ENGINEER, and the costs of transportation, loading, unloading, installation, dismantling and removal thereof - all -- in accordance with the terms of said rental agreements. The rental of any such equipment, machinery or parts shall cease when the use thereof is no longer 01/26/99 GC -23 necessary for the Work. (4) Sales, use or similar taxes related to the Work, and for which the CONTRACTOR is liable, imposed by any governmental authority. (5) Deposits lost for causes other than the CONTRACTOR's negligence, royalty payments and fees for permits and licenses. (6) Losses and damages (and related expenses), not compensated by insurance or otherwise, to the Work or otherwise sustained by the CONTRACTOR in connection with the execution of the Work, provided they have resulted from causes other than the negligence of the CONTRACTOR, any subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of the OWNER. No such losses, damages and expenses shall be included in the Cost of the Work for the purpose of determining the Contractor's Fee. If, however, any such loss or damage required reconstruction and the CONTRACTOR is placed in charge thereof, the CONTRACTOR shall be paid for services a fee proportionate to that stated in Paragraph 11.6.b. (7) The cost of utilities, fuel and sanitary facilities at the site. (8) Minor expenses such as telegrams, long-distance telephone calls, telephone service at the site, expressage and similar petty cash items in connection with the work. (9) Cost of premiums for additional Bonds and insurance required because of changes in the Work. 5. The term "Cost of the Work" shall not include any of the following: a. Payroll costs and other compensation of the CONTRACTOR's officers, executives, principals (of partnership and sole proprietorships), general managers, engineers, _ architects, estimators, lawyers, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks and other personnel employed by the CONTRACTOR whether at the site or in his principal or a branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in paragraph "a" under Paragraph 11.4, or specifically covered by Paragraph 11.4.d, all of which are to be considered administrative costs covered by the Contractor's Fee. b. Expenses of the CONTRACTOR's principal and branch offices other than the CONTRACTOR's office at the site. c. Any part of the CONTRACTOR's capital expenses, including interest on the CONTRACTOR's capital employed for the Work and charges against the CONTRACTOR for delinquent payments. d. Cost of premiums for all Bonds and for all insurance whether or not the CONTRACTOR is required by the Contract Documents to purchase and maintain same (except for additional Bonds and insurance required because of changes in the Work). 01/26/99 GC -24 e. Costs due to the negligence of the CONTRACTOR, any subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable including, but not limited to, the correction of defective Work, disposal of materials or ` equipment wrongly supplied and making good any damage to property. f. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in Paragraph 11.4. Contractor's Fee 6. The Contractor's Fee allowed to the Contractor for overhead and profit shall be determined as follows: a. a mutually acceptable fixed fee; or, if none can be agreed upon, b. a fee based on the following percentages of the various portions of the Cost of the Work: (1) for costs incurred under Paragraph 11.4, paragraph "a" through paragraph "b", the Contractor's Fee shall be ten percent (10%); (2) for costs incurred under Paragraph 11.4, paragraph "c", the Contractor's fee shall be five percent (5%); and, if a subcontract is on the basis of Cost of the Work Plus a Fee, that maximum allowable to the subcontractor as a fee for overhead and profit shall be ten percent (10%); and (3) no fee shall be payable on the basis of costs itemized under Paragraph 11.4, paragraphs "d" and "e", and Paragraph 11.5. 7. The amount of credit to be allowed by the CONTRACTOR to the OWNER for any such change which results in a net decrease in cost will be the amount of the actual net decrease in cost. When both additions and credits are involved in any one change, the combined overhead and profit shall be figured on the basis of the net increase, if any. Adjustment of Unit Prices 8. Whenever the cost of any Work is to be determined pursuant to Paragraphs 11.4 and 11.5, the CONTRACTOR will submit in a form acceptable to the ENGINEER an itemized cost breakdown together with supporting data. 9. Where the quantity of Work with respect to any item that is covered by a unit price differs materially and significantly from the quantity of such Work indicated in the Contract Documents, an appropriate Change Order shall be issued on recommendation of the ENGINEER to adjust the unit price. Cash Allowance 10. It is understood that the CONTRACTOR has included in the Contract Price all allowances so 01/26/99 GC -25 named in the Contract Documents and shall cause the Work so covered to be done by such subcontractors, manufacturers, fabricators, suppliers or distributors and for such sums within the limit of the allowances as may be acceptable to the ENGINEER. Upon final payment, the Contract Price shall be adjusted as required and an appropriate Change Order issued. The CONTRACTOR agrees that the original Contract Price includes such sums as the CONTRACTOR deems proper for costs and profit on account of cash allowances. No demand for additional cost or profit in connection therewith will be valid. ARTICLE 12 CHANGE OF THE CONTRACT TIME The Contract Time may only be changed by a Change Order. Any claim for an extension in the Contract Time shall be based on written notice delivered to the OWNER and the ENGINEER within fifteen (15) days of the occurrence of the event giving rise to the claim. Notice of the extent of the claim with supporting data shall be delivered within thirty (30) days of such occurrence unless the ENGINEER allows an additional period of time to ascertain more accurate data. All claims for adjustment in the Contract Time shall be determined by the ENGINEER if the OWNER and CONTRACTOR cannot otherwise agree. Any change in the Contract Time resulting from any such claim shall be incorporated in a Change Order. 2. The Contract Time will be extended in an amount equal to time lost due to delays beyond the control of the CONTRACTOR if a claim is made therefor as provided in Paragraph 12.1. ! Such delays shall include, but not be limited to, acts or neglect by the OWNER or others performing additional Work as contemplated by Article 7, or to fires, floods, labor disputes, epidemics, abnormal weather conditions or acts of God. — 3. All time limits stated in the Contract Documents are of the essence of the Agreement. The provisions of this Article 12 shall not include recovery for damages (including compensation for additional professional services) for delay by either party. ARTICLE 13 WARRANTY AND GUARANTEE; TESTS, OBSERVATION AND MONITORING; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK Warranty and Guarantee The CONTRACTOR warrants and guarantees to the OWNER that all Work will be in accordance with the Contract Documents and will not be defective. Prompt notice of all defects shall be given to the CONTRACTOR. All defective Work, whether or not in place, may be rejected, corrected or accepted as provided in this Article 13. Access to Work 2. The ENGINEER's representatives, other representatives of the OWNER, testing agencies and governmental agencies with jurisdictional interests will have access to the Work at reasonable times for their observation, monitoring and testing. The CONTRACTOR shall provide proper and safe conditions for such access. 01/26/99 GC -26 Tests and Observations 3. The CONTRACTOR shall give the OWNER or ENGINEER timely notice of readiness of the Work for all required observations, tests or approvals. 4. If any law, ordinance, rule, regulation, code or order of any public body having jurisdiction requires any Work (or part thereof) to specifically be observed, tested or approved, the CONTRACTOR shall assume full responsibility therefor, pay all costs in connection — therewith and furnish the ENGINEER the required certificates of observation, testing or approval. The CONTRACTOR shall also be responsible for and shall pay all costs in connection with any observation or testing required in connection with the OWNER's acceptance of a manufacturer, fabricator, supplier or distributor of materials or equipment proposed to be incorporated in the Work, or of materials or equipment submitted for approval prior to the CONTRACTOR's purchase thereof for incorporation in the Work. The cost of all other observations, tests and approvals required by the Contract Documents shall be paid by the OWNER, unless otherwise specified. 5. All observations, tests or approvals other than those required by law, ordinance, rule, -- regulation, code or order of any public body having jurisdiction shall be performed by organizations acceptable to the OWNER and CONTRACTOR. — 6. If any Work that is to be observed, tested or approved is covered without written concurrence of the OWNER or ENGINEER, it must, if requested by the OWNER or ENGINEER, be uncovered for observation. Such uncovering shall be at the CONTRACTOR's expense unless the CONTRACTOR has given the OWNER or ENGINEER timely notice of the CONTRACTOR's intention to cover such Work and the ENGINEER has not acted with reasonable promptness in response to such notice. 7. Neither observations by the OWNER or ENGINEER nor observations, tests or approvals by others shall relieve the CONTRACTOR from his obligations to perform the Work in accordance with the Contract Documents. Uncovering Work 8. If any work is covered contrary to the written request of the OWNER or ENGINEER, it must, if requested by the OWNER or ENGINEER, be uncovered for the OWNER's or ENGINEER's observation and replaced at the CONTRACTOR's expense. 9. If the OWNER or ENGINEER considers it necessary or advisable that covered Work be observed by the OWNER or ENGINEER or inspected or tested by others, the CONTRACTOR, at the OWNER's or ENGINEER's request, shall uncover, expose or otherwise make available for observation, inspection or testing as the OWNER's or ENGINEER may require, that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found that such Work is defective, the CONTRACTOR shall bear all expenses of such uncovering, exposure, observation, inspection and testing and of satisfactory reconstruction, including compensation to the OWNER for additional professional services, and an appropriate deductive Change Order shall be issued. If, however, such Work is not found to be defective, the CONTRACTOR shall be allowed an -- increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing and 01/26/99 GC -27 reconstruction if he makes a claim therefor as provided in Articles 11 and 12. OWNER May Stop the Work 10. If the Work is defective, or the CONTRACTOR fails to supply sufficient skilled workmen or suitable materials or equipment, the OWNER may order the CONTRACTOR to stop the -- Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of the OWNER to stop the Work shall not give rise to any duty on the part of the OWNER to exercise this right for the benefit of the CONTRACTOR or any other party. _ Correction or Removal of Defective Work 11. If required by the OWNER or ENGINEER, the CONTRACTOR shall promptly, without cost to the OWNER and as specified by the ENGINEER, either correct any defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected by the OWNER or ENGINEER, remove it from the site and replace it with non -defective Work. One Year Correction Period 12. If, within one (1) year after the date of Substantial Completion or such longer period of time as may be prescribed by law or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be defective, the CONTRACTOR shall promptly, without cost to the OWNER and in accordance with the OWNER's written instructions, either correct such defective Work, or, if it has been rejected by the OWNER, remove it from the site and replace it with non - defective Work. If the CONTRACTOR does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, the OWNER may have the defective Work corrected or the rejected Work removed and replaced, and all direct and indirect costs of such removal and replacement, including compensation for additional professional services, shall be paid by the CONTRACTOR. Acceptance of Defective Work 13. If, instead of requiring correction or removal and replacement of defective Work, the OWNER prefers to accept it, the OWNER may do so. In such case, if acceptance occurs prior to the OWNER's final payment, a Change Order shall be issued incorporating the necessary revisions in the Contract Documents, including appropriate reduction in the Contract Price; or, if the acceptance occurs after such recommendation, an appropriate amount shall be paid by the CONTRACTOR to the OWNER. OWNER May Correct Defective Work 14. If the CONTRACTOR fails within a reasonable time after written notice of the ENGINEER to proceed to correct defective Work or to remove and replace rejected Work as required by the OWNER or ENGINEER in accordance with Paragraph 13.11, or if the CONTRACTOR fails to perform the Work in accordance with the Contract Documents (including any requirements of the progress schedule), the OWNER may, after seven (7) days of the written notice to the CONTRACTOR, correct and remedy any such deficiency. In exercising his rights under this paragraph, the OWNER shall proceed expeditiously. To the extent necessary to complete corrective and remedial action, the OWNER may exclude the 01/26/99 GC -28 CONTRACTOR from all or part of the site, take possession of all or part of the Work, and suspend the CONTRACTOR's services related thereto, take possession of the CONTRACTOR's tools, appliances, construction equipment and machinery at the site and incorporate in the Work all materials and equipment stored at the site or for which the OWNER has paid the CONTRACTOR, but which are stored elsewhere. The CONTRACTOR shall allow the OWNER, OWNER's representatives, agents and employees such access to the site as may be necessary to enable the OWNER to exercise his rights under this paragraph. All direct and indirect costs of the OWNER in exercising such rights shall be charged against the CONTRACTOR in an amount verified by the ENGINEER, and a Change Order shall be issued incorporating the necessary revisions in the Contract Documents and a reduction in the Contract Price. Such direct and indirect costs shall include, in particular but without limitation, compensation for additional professional services required and all costs of repair and replacement of Work of others destroyed or damaged by correction, removal or replacement of the CONTRACTOR's defective Work. The — CONTRACTOR shall not be allowed an extension of the Contract Time because of any delay in performance of the Work attributable to the exercise by the OWNER of OWNER's rights hereunder. ARTICLE 14 PAYMENTS TO CONTRACTOR AND COMPLETION _ Schedules 1. At least ten (10) days prior to submitting the first Application for a progress payment, the CONTRACTOR shall submit to the OWNER a progress schedule, a final schedule of Shop Drawing submission and, where applicable, a schedule of values of the Work. These schedules shall be satisfactory in form and substance to the OWNER. The schedule of values shall include quantities and unit prices aggregating the Contract Price, and shall subdivide the Work into component parts in sufficient detail to serve as the basis for progress payments during construction. Upon acceptance of the schedule of values by the OWNER, it shall be incorporated into a form of Application for Payment acceptance to the ., OWNER. Application for Progress Pavment 2. At least ten (10) days before each progress payment falls due, but not more than once a month, the CONTRACTOR shall submit to the ENGINEER for review an Application for Payment filled out and signed by the CONTRACTOR covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents and also as the OWNER may reasonably require. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the site or any other location agreed to in writing, the Application for Payment shall also be accompanied by such data, satisfactory to the OWNER, as will establish the OWNER's title to the material and equipment and protect the OWNER's interest therein, including applicable insurance. Each subsequent Application for Payment shall include an affidavit of the CONTRACTOR stating that all previous progress payments received on account of the Work have been applied to discharge in full all of the CONTRACTOR's obligations reflected in prior Applications for Payment. The amount of retained with respect to progress payments will be five percent (5%) of the amount paid. 01/26/99 GC -29 CONTRACTOR'S Warranty of Title The CONTRACTOR warrants and guarantees that title to all Work, materials and equipment covered by any Application for Payment, whether incorporated in the PROJECT or not, will pass to the OWNER at the time of payment free and clear of all liens, claims, security -- interests and encumbrances, hereafter in these General Conditions referred to as "Liens". Review of Applications for Progress Payments 4. The ENGINEER will, within ten (10) days after receipt of each Application for Payment, either approve of payment or return the Application to the CONTRACTOR indicating in writing the ENGINEER's reasons for refusing to recommend payment. In the latter case, the CONTRACTOR may make the necessary corrections and resubmit the Application. The OWNER shall, within thirty (30) days of presentation to him of the Application for Payment, pay the CONTRACTOR the amount recommended by the ENGINEER. — 5. The OWNER's approval of any payment requested in an Application for Payment will constitute a representation by the OWNER, based on the OWNER's or ENGINEER's on-site — observations of the Work in progress as an experienced and qualified design professional and on the OWNER's review of the Application for Payment and the accompanying data and schedules that the Work has progressed to the point indicated; that, to the best of the OWNER's or ENGINEER's knowledge, information and belief, the quality of the Work is in accordance with the Contract Documents subject to an evaluation of the Work as a functioning PROJECT upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents and any qualifications stated in the recommendation; and that the CONTRACTOR is entitled to payment of the amount recommended. However, by recommending any such payment, the ENGINEER will not thereby be deemed to have represented that exhaustive or continuous on-site inspections have been made to check the quality or the quantity of the Work, or that the means, methods, techniques, sequences and procedures of construction have been reviewed or that any examination has been made to ascertain how or for what purpose the CONTRACTOR has used the moneys paid or to be paid to the CONTRACTOR on account of the Contract Price, or that title to any Work, materials or equipment has passed to the OWNER free and clear of any Liens. 5.a The OWNER may retain five percent (5%) of the amount of each payment until final -- completion and acceptance of all work covered by the Contract Documents. When the work is substantially complete (operational or beneficial occupancy), the retained amount may be further reduced below five percent (5%) to only that amount necessary to assure completion. _. On completion and acceptance of a part of the work on which the price is stated separately in the Contract Documents, payment may be made in full, including retained percentages, less authorized deductions. 6. The OWNER's approval of final payment will constitute an additional representation that the conditions precedent to the CONTRACTOR's being entitled to final payment as set forth in Paragraph 14.13 have been fulfilled. 7. The ENGINEER may refuse to recommend the whole or any part of any payment if, in his opinion, it would be incorrect to make such representations to the OWNER. He may also refuse to recommend any such payment, or, because of subsequently discovered evidence 01/26/99 GC -30 or the results of subsequent inspections or tests, nullify any such payment previously recommended to such extent as may be necessary in the ENGINEER's opinion to protect the OWNER from loss because: a. The Work is defective, or completed Work has been damaged, requiring correction or replacement; b. written claims have been made against the OWNER or Liens have been filed in connection with the Work; c. the Contract Price has been reduced because of Modifications; d. the OWNER has been required to correct defective Work or complete the Work in accordance with Paragraph 13.14; e. of the CONTRACTOR's unsatisfactory prosecution of the Work in accordance with the Contract Documents; or f. the CONTRACTOR's failure to make payment to subcontractors, or for labor, materials or equipment. Substantial Completion 8. When the CONTRACTOR considers the entire Work ready for its intended use, the CONTRACTOR shall, in writing to the OWNER and the ENGINEER, certify that the entire Work is substantially complete and request that the ENGINEER issue a statement of Substantial Completion. Within a reasonable time thereafter, the OWNER, CONTRACTOR and ENGINEER shall make an inspection of the Work to determine the status of completion. If the ENGINEER does not consider the Work substantially complete, the ENGINEER will notify the CONTRACTOR in writing, giving his reasons therefor. If the ENGINEER does consider the Work substantially complete, the ENGINEER will prepare and deliver to the OWNER a tentative statement of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the statement a tentative list of items to be completed or corrected before final payment. At the time of issuance of the tentative statement of Substantial Completion, the ENGINEER will deliver to the CONTRACTOR a written recommendation as to division of responsibilities pending final payment between the OWNER and CONTRACTOR with respect to security, operation, safety, maintenance, heat, utilities and insurance. Unless the OWNER or CONTRACTOR agree otherwise in writing -- and so inform the ENGINEER in writing prior to the ENGINEER's issuing the definitive certificate of Substantial Completion, the ENGINEER's aforesaid recommendation will be binding on the OWNER and CONTRACTOR until final payment. 9. The OWNER shall have the right to exclude the CONTRACTOR from the Work after the date of Substantial Completion, but the OWNER shall allow the CONTRACTOR reasonable access to complete or correct items on the tentative list. Partial Utilization 10. Use by the OWNER of completed portions of the Work may be accomplished prior to Substantial Completion of all the Work subject to the following: 01/26/99 GC -31 a. The OWNER at any time may request the CONTRACTOR in writing to permit the OWNER to use any part of the Work which the OWNER believes to be substantially complete and which may be so used without significant interference with construction of the other parts of the Work. If the CONTRACTOR agrees, the CONTRACTOR will certify to the OWNER and the ENGINEER that said part of the Work is substantially complete and request the OWNER and the ENGINEER issue a statement of Substantial Completion for that part of the Work. Within a reasonable time thereafter, the OWNER, ENGINEER and CONTRACTOR shall make an inspection of that part of the Work to determine its status of completion. If the ENGINEER does not consider that part of the Work to be substantially complete, the ENGINEER will notify the OWNER and the CONTRACTOR in writing, giving his reasons therefor. If the ENGINEER considers that part of the Work to be substantially complete, the ENGINEER will execute and deliver to the CONTRACTOR a statement to that effect, fixing the date of Substantial Completion as to that part of the Work, attaching thereto a tentative list of items to be completed or corrected before final payment. Prior to issuing a statement of Substantial Completion as to part of the work, the ENGINEER will deliver to the CONTRACTOR a written recommendation as to the division of responsibilities pending final payment between the OWNER and CONTRACTOR with respect to security, operation, safety, maintenance, utilities and insurance for that part of the Work which shall become binding upon the OWNER and CONTRACTOR at the time of issuing the definitive statement of Substantial Completion as to that part of the Work unless the OWNER and CONTRACTOR shall have otherwise agreed in writing. The OWNER shall have the right to exclude the CONTRACTOR from any part of the Work which the OWNER has so stated to be substantially complete, but the OWNER shall allow the CONTRACTOR reasonable access to complete or correct items on the tentative list. b. In lieu of the issuance of a statement of Substantial Completion as to part of the Work, the OWNER may take over operation of a facility constituting part of the Work whether or not it is substantially complete if such facility is functionally and separately usable; provided that prior to any such takeover, the OWNER and CONTRACTOR have agreed as to the division of responsibilities between the OWNER and CONTRACTOR for security, operation, safety, maintenance, correction period, heat, utilities and insurance with respect to such facility. c. No occupancy of a part of the Work or taking over of operations of a facility will be accomplished prior to compliance with the requirements of Paragraph 5.12 in respect of property insurance. Final Inspection 11. Upon written notice from the CONTRACTOR that the Work is complete, the ENGINEER will make a final inspection with CONTRACTOR and will notify the CONTRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. The CONTRACTOR shall immediately take such measures as are necessary to remedy such deficiencies. Final Application for Payment 01/26/99 GC -32 12. After the CONTRACTOR has completed all such corrections to the satisfaction of the ENGINEER and delivered all maintenance and operating instructions, schedules, guarantees, Bonds, certificates of inspection, marked -up record documents and other documents, all as required by the Contract Documents, and after the ENGINEER has indicated that the Work is acceptable subject to the provisions of Paragraph 14.16, the CONTRACTOR may make application for final payment following the procedure for progress payments. The final Application for Payment shall be accompanied by all documentation called for in the Contract Documents and such other data and schedules as the OWNER may reasonably require, together with complete and legally effective releases or waivers (satisfactory to OWNER) of all Liens arising out of or filed in connection with the Work. In lieu thereof, and as approved by the OWNER, the CONTRACTOR may furnish receipts or releases in full; an affidavit of the CONTRACTOR that the releases and receipts include all labor, services, material and equipment for which a Lien could be filed, and that all payrolls, material and equipment bills, and other indebtedness connected with the Work for which the OWNER or his property might in any way be responsible, have been paid or otherwise satisfied; and consent of the Surety, if any, to final payment. If any subcontractor, manufacturer, fabricator, supplier or distributor fails to furnish a release or receipt in full, the CONTRACTOR may furnish a Bond or other collateral satisfactory to the OWNER to indemnify the OWNER against any Lien. Final Payment and Acceptance 13. If, on the basis of the ENGINEER's observation of the Work during construction and final inspection, and the ENGINEER's review of the final Application for Payment and accompanying documentation, all as required by the Contract Documents, the ENGINEER is —' satisfied that the Work has been completed and the CONTRACTOR has fulfilled all of his obligations under the Contract Documents, the ENGINEER will, within ten (10) days after receipt of the final Application for Payment, indicate in writing the ENGINEER's recommendations of payment and present the Application for Payment to the Owner. At the same time the ENGINEER will also give written notice to the OWNER and the CONTRACTOR that the Work is acceptable subject to the provisions of Paragraph 14.15. Otherwise, the ENGINEER will return the Application to the CONTRACTOR, indicating in writing the reasons for refusing to approve final payment, in which case the CONTRACTOR shall make the necessary corrections and resubmit the Application. If the Application and accompanying documentation are appropriate as to form and substance and with the ENGINEER's recommendation, the OWNER shall, within thirty (30) days after receipt thereof, pay the CONTRACTOR the recommended amount. 14. If, through no fault of the CONTRACTOR, final completion of the Work is significantly delayed thereof and if the ENGINEER so confirms, the OWNER shall, upon receipt of the CONTRACTOR's final Application for Payment and recommendation of the ENGINEER, and without terminating the Agreement, make payment of the balance due for that portion of the Work fully completed or accepted. If the remaining balance to be held by the OWNER for Work not fully completed or corrected is less than the retained stipulated in the Agreement, and if Bonds have been furnished as required in Paragraph 5.1, the written consent of the Surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by the CONTRACTOR to the ENGINEER with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. 01/26/99 GC -33 CONTRACTOR's Continuing Obligation 15. The CONTRACTOR's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. Neither issuance of a statement of Substantial Completion, nor any payment by the OWNER to the CONTRACTOR under the Contract Documents, nor any use or occupancy of the Work or any part thereof by the OWNER, not any act of acceptance by the OWNER nor any failure to do so, nor the issuance of a notice of acceptability by the ENGINEER pursuant to Paragraph 14.13, nor any correction of defective Work by OWNER shall constitute an acceptance of Work not in accordance with the Contract Documents or a release of the CONTRACTOR's obligation to perform the Work in accordance with the Contract Documents. Waiver of Claims 16. The making and acceptance of final payment shall constitute: a waiver of all claims by the OWNER against the CONTRACTOR, except claims arising from unsettled Liens, from defective Work appearing after final inspection pursuant to Paragraph 14.11 or from failure to comply with the Contract Documents or the terms of any special guarantees specified therein; however, it shall not constitute a waiver by the OWNER of any rights in respect of the CONTRACTOR's continuing obligations under the Contract Documents; and b. a waiver of all claims made by the CONTRACTOR against the OWNER other than those previously made in writing and still unsettled. ARTICLE 15 SUSPENSION OF WORK AND TERMINATION OWNER May Suspend Work The OWNER may, at any time and without cause, suspend the Work or any portion thereof for a period of not more than ninety (90) days by notice in writing to the CONTRACTOR and ENGINEER which shall fix the date on which Work shall be resumed. The CONTRACTOR shall resume the Work on the date so fixed. The CONTRACTOR will be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to any suspension if he makes a claim therefor as provided in Article 11 and 12. OWNER May Terminate 2. Upon the occurrence of any one or more of the following events: a. if the CONTRACTOR is adjudged a bankrupt or insolvent; b. if the CONTRACTOR makes a general assignment for the benefit of creditors; c. if a trustee or receiver is appointed for the CONTRACTOR or for any of the CONTRACTOR's property; 01/26/99 GC -34 d. if the CONTRACTOR files a petition to take advantage of any debtor's act, or to reorganize under the bankruptcy or similar laws; e. if the CONTRACTOR repeatedly fails to supply sufficient skilled workmen or suitable materials or equipment; f. if the CONTRACTOR repeatedly fails to make prompt payments to subcontractors or for labor, materials, or equipment; g. if the CONTRACTOR disregards laws, ordinances, rules, regulations and orders of any public body having jurisdiction,- h. urisdiction; h. if the CONTRACTOR disregards the authority of the ENGINEER; or i. if the CONTRACTOR otherwise violates in any substantial way any provisions of the Contract Documents; The OWNER may, after giving the CONTRACTOR and his Surety seven (7) days' written notice, terminate the services of the CONTRACTOR, exclude the CONTRACTOR from the site and take possession of the Work and of all the CONTRACTOR's tools, appliances, construction equipment and machinery at the site and use the same to the full extent they could be used by the CONTRACTOR (without liability to the CONTRACTOR for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which the OWNER has paid the CONTRACTOR but which are stored elsewhere, and finish the Work as the OWNER may deem expedient. In such case, the CONTRACTOR shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds the direct and indirect costs of completing the Work, including compensation for additional professional services, such excess shall be paid to the CONTRACTOR. If such costs exceed such unpaid balance, the CONTRACTOR shall pay the difference to the OWNER. Such costs incurred by the OWNER shall be incorporated in a Change Order, but in finishing the Work, the OWNER shall not be required to obtain the lowest figure for the work performed. 3. Where the CONTRACTOR's services have been so terminated by the OWNER, the termination shall not affect any rights of the OWNER against the CONTRACTOR then existing or which may thereafter accrue. Any retention or payment of moneys due the CONTRACTOR by the OWNER will not release the CONTRACTOR from liability. 4. Upon seven (7) days' written notice to the CONTRACTOR and ENGINEER, the OWNER may, without cause and without prejudice to any other right or remedy, elect to abandon the Work and terminate the Agreement. In such case, the CONTRACTOR shall be paid for all Work executed and any expense sustained plus reasonable termination expenses. CONTRACTOR May Stop Work or Terminate 5. If, through no act or fault of the CONTRACTOR, the Work is suspended for a period of more than ninety (90) days by the OWNER or under an order of court of other public authority, or the ENGINEER fails to act on any Application for Payment within thirty (30) days after it is submitted, or the OWNER fails for sixty (60) days to pay the CONTRACTOR any sum finally 01/26/99 GC -35 determined by the ENGINEER to be due, then the CONTRACTOR may, upon seven (7) days' written notice to the OWNER and the ENGINEER, and provided the OWNER or the ENGINEER do not remedy such suspension or failure within that time, terminate the Agreement and recover from the OWNER payment for all Work executed and any expense sustained plus reasonable termination expenses. In addition, and in lieu of terminating the Agreement, if the ENGINEER has failed to act on an Application for payment or the OWNER has failed to make any payment as aforesaid, the CONTRACTOR may upon seven (7) days' written notice to the OWNER, stop the Work until payment of all amounts then due. The provisions of this paragraph shall not relieve the CONTRACTOR of his obligations under Paragraph 6.29 to carry on the Work in accordance with the progress schedule and without delay during disputes and disagreements with the OWNER. ARTICLE 16 ARBITRATION All claims, disputes and other matters in question between the OWNER and CONTRACTOR arising out of, or relating to the Contract Documents or the breach thereof, except for claims which have been waived by the making or acceptance of final payment as provided by Paragraph 14.16 may be decided by arbitration in accordance with the Construction Industry -- Arbitration Rules of the American Arbitration Association then pertaining subject to the limitations of this Article 16. This agreement so to arbitrate and any other agreement or consent to arbitrate entered into in accordance herewith as provided in this Article 16 will be specifically enforceable under the prevailing arbitration law of any court having jurisdiction. Notice of the demand for arbitration shall be filed in writing with the other party to the Agreement and with the American Arbitration Association, and a copy shall be sent to the ENGINEER for information. The demand for arbitration shall be made within the thirty (30) day period specified in Paragraph 16.2 where applicable, and in all other cases within a reasonable time after the claim, dispute or other matter in question has arisen, and in no event shall any such demand be made after institution of legal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable statue of limitations. No arbitration arising out of or relating to the Contract Documents shall include by consolidation, joinder or in any other manner any other person or entity, his agents, employees or consultants, who is not a party to this Agreement unless; a. the inclusions of such other person or entity is necessary if compete relief is to be afforded among those who are already parties to the arbitration,- b. rbitration;b. such other person or entity is substantially involved in a question of law or fact which is common to those who are already parties to the arbitration and which shall arise in such proceedings; and c. the written consent of the other person or entity sought to be included and of the OWNER and CONTRACTOR has been obtained for such inclusion, which consent shall make specific reference to this paragraph; but no such consent shall constitute consent to arbitration of any dispute not specifically described in such consent or to arbitration with any other party not specifically identified in such consent. 01/26/99 GC -36 4. The award rendered by the arbitrators will be final, judgement may be entered upon it in any court having jurisdiction thereof, and will not be subject to modification or appeal except to the extent permitted by Sections 10 and 11 of the Federal Arbitration Act ( 9 U.S.C. 10, 11). ARTICLE 17 MISCELLANEOUS Giving Notice 1. Whenever any provision of the Contract Documents requires the giving of written notice, it shall be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. Computation of Time 2. When any period of time is referred to in the Contract Documents by days, it shall be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday, or on a day made a legal holiday by the law of the applicable jurisdiction, such day shall be omitted from the computation. General 3. Should the OWNER or CONTRACTOR suffer injury or damage to his person or property because of any error, omission or act of the other party or of any of the other party's employees or agents or others for whose acts the other party is legally liable, claim shall be made in writing to the other party within a reasonable time of the first observance of such injury or damage. 4. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto, and in particular but without limitations, the warranties, guarantees and obligations imposed upon the CONTRACTOR by Paragraphs 6.30, 13.1, 13.11, 13.14, 14.3, and 15.2 and all of the rights and remedies available to the OWNER and ENGINEER thereunder, shall be in addition to, and shall not be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by law or contract, by special warranty or guarantee or other provisions of the Contract Documents, and the provisions of this paragraph shall be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right and remedy to which they apply. All representations, warranties and guarantees made in the Contract Documents shall survive final payment and termination or completion of this Agreement. 01/26/99 •• END OF GENERAL CONDITIONS •- GC -37 OWNER'S SUPPLEMENTAL GENERAL CONDITIONS CITY OF MERIDIAN GENERATIONS PLAZA SUPPLEMENTAL GENERAL CONDITIONS The following items are in addition to, clarification of, or a revision of the General Condition requirements, are pertinent to the work and are hereby incorporated as a part of the Contract Documents: ARTICLE 1 DESCRIPTION AND SCOPE OF WORK The work contemplated under this Contract consists includes construction of concrete and masonry column and landscape, concrete flat work, concrete planters, fountain equipment and pavers, and utility work. Associated plumbing, electrical and architectural finish work is also included. The project is located within the corporate limits of the City of Meridian. It is the intent of these Specifications that the CONTRACTOR furnish all necessary labor, equipment and materials as not provided by the OWNER, and he shall perform all operations required for completion of the Project. It is expected that several items in the Bid Schedule of Items and Prices will be adjusted according to the actual conditions encountered during drilling. Said adjustments shall be agreed to in writing by the Engineer and the CONTRACTOR. ARTICLE 2 PRECONSTRUCTION CONFERENCE Before starting the work, a conference will be held to review scheduling of the work, to establish procedures for processing applications for payment, to discuss submittal procedures and to establish a working understanding between the parties as to the project. Present at the conference will be the City Engineer, Resident Project Representative if different than City Engineer, the CONTRACTOR and his Superintendent. ARTICLE 3 SPECIFICATIONS The Specifications under which it is proposed to execute this work consists of the information bound herewith and is intended to provide the details reasonably required for the execution of the proposed work. Any interpretation as to the meaning or the intent of the Specifications should be directed to the City ✓ Engineer in writing. Any interpretation or change in the Specifications will be made only in writing. The OWNER will not be responsible for any other explanation or interpretations of the Specifications. SGC -1 ARTICLE 4 ESTIMATED QUANTITIES The estimate of quantities for unit price bid items of work to be done is approximate only and is solely for the basis of estimating the total construction costs. See Paragraph 11.9 of the General Conditions. ARTICLE 5 UNFORESEEN DIFFICULTIES The CONTRACTOR shall protect his work and any materials furnished by the City from damage due to the nature of the work, the elements, or from any cause whatever until the completion and acceptance of the work. All loss or damages arising out of the nature of the work to be done under these Contract Documents, or from any unseen obstructions or defects, which may be encountered in the prosecution of the work from the action of the elements, shall be sustained by the CONTRACTOR. ARTICLE 6 INSPECTION The City will observe the work to the extent necessary, in the City's judgment, to determine that the provisions of the Contract Documents are being properly fulfilled. The City's inspection of the work done shall not relieve the CONTRACTOR of his obligation to furnish materials and perform acceptable _ work in conformance with these Contract Documents. The City of Meridian Department of Public Works (and its designated representatives) and state agencies shall at all times have access to work wherever it is in preparation or -. progress. The CONTRACTOR shall provide facilities for such access and for inspection. ARTICLE 7 INSURANCE The CONTRACTOR or his subcontractors shall not commence work under this Contract until he has furnished the OWNER with satisfactory proof of the carriage of insurance as specified herein and in Section 2.5 of the General Conditions. Any certificate of insurance submitted as part of this project shall _ state the project title and location. A. Worker's Compensation Insurance (under Paragraph 5.3 (a and b of the General Conditions: The CONTRACTOR shall maintain, during the life of this Contract, Worker's Compensation Insurance, or equivalent, for all his employees employed on this work, and he shall require any subcontractors to provide similar insurance for all said subcontractor's employees unless said subcontractor's employees are covered by the insurance maintained by the CONTRACTOR. SGC -2 1. State - Statutory 2. Employer's Liability - Statutory 3. Applicable Federal - Statutory B. Comprehensive General Liability (under Paragraph 5.3 (c through f) of the General Conditions): The CONTRACTOR shall maintain Comprehensive General Liability Insurance against death or injury to persons or damage to property during the life of this contract, said insurance in such form as it will protect the CONTRACTOR and OWNER from all as above provided, in the following amounts: 1. Bodily Injury: $1,000,000 $1,000,000 Each Occurrence Annual Aggregate, Products and Completed Operations 2. Property Damage: $1,000,000 Each Occurrence $1,000,000 Annual Aggregate or, combined single limit of $1,000,000. 3. Property Damage Liability Insurance shall provide Explosion, Collapse and Underground coverage in the amounts set forth by Item 2. 4. Personal injury, with employment exclusion deleted: $1,000,000 Annual Aggregate 5. The CONTRACTOR's Liability Insurance shall specifically cover claims under Paragraph 5.6 (e) of the General Conditions for damages caused by CONTRACTOR's equipment, material, tools, and property of the OWNER or other contractors employed on the project by the OWNER. 6. The City of Meridian shall be explicitly named as an additional insured and Owners and Contractors Protective Coverage included. C. Comprehensive Automobile Liability: 1. Bodily Injury: $ 500,000 $1,000,000 SGC -3 Each Person Each Accident STATE OF IDAHO REQUIREMENTS STATE OF IDAHO REQUIREMENTS Tax Reporting Requirements In accordance with the provisions of Sections 54-1904A and 63-3625(f) of the Idaho Code, the Owner is required to report all Public Works Contracts to the State Tax Commission. Excerpts from these sections and appropriate Public Works Contract Report forms follow this page. The Contractor shall be responsible for completing the report as necessary and returning the forms to the Owner. Said submittal shall be required as part of the contract mobilization and shall be provided to the Owner prior to Notice To Proceed. 63-1501. DEFINITIONS. --As used in this act, tho following torms-'sha1T Have th.,(�- following meanings: "Contracting units"shall include the state or any officer or dopartm@iit"theroof, the counties or other subdivisions of the state, and. all m=icip al and'quasi- municipal corporations therein. "Contractor" shall mean any person, firm, copartnership, association, or corpora- tion, foreign or domestic, entering into a contract for the construction, erection, repair-, or improvement of any kind or character of public works in this state. "Taxes" shall :Wean all taxes, assessments, excises, and license fees authorized to be levied, assessed, and collected under the laws of this state, other than taxes on real property. "Taxing unit" shall mean the state or any officer or department thereof- the counties or other subdivisions of the state, and all municipal and quasi- municipal corporations therein authorized by law to assess, levy and collect taxes. 63-1502. CONDITIONS PRECEDENT TO CONTRACT FOR PUBLIC WORKS. --Before entering into a contract for the construction of any public works in this state, the contracting unit shall require as conditions precedent that the contractor be authorized to do business in this state and that he furnish satisfactory evidence that lie has paid or secured to the satisfaction of the respectivo taxing units all taxes for which he or his property is liable then due or delinquent. 63-1503. CONTRACTOR FOR PUBLIC WORKS TO PAY OR SECURE TAXES--AGREEMENT.--Every contract for the construction of public works by a contracting unit of this state shall contain substantially the following provisions: The contractor, in consideration of securing the business of erecting or con-' strvcting public works in this state, recognizing that the business in which he is engaged is of a transitory character, and that in the pursuit thereof, his property used theroin may be without the state when taxes, excises, or license fees to which he is l iablo become payable, agrocs 1. To pay promptly when duo all tKxos, (other t+iart on real property), excises and license fees due to the Mato, its subdivisions, and municipal and quasi -municipal corporations therein, accrued or accruing during the term of this contract, whether or not the same shall be payable at the end of such term; 2. That if the said taxes, excisos, and liconso fees are not payable at the c. -id of said term, but liabiiii-y for the payment thereof exists, even though the same constitute 1 ions upon his l?raherty, to secure the salve to the satisfaction of the respact.ive officers charged with the collection thereof; and _ 3. That, :r. the event of his default in tlio pa/mont or securing of such taxes, excises, and license fees, to conso!i'. that the department, officer, board, or Taxing unit cnrcrinr: into this co: -.tract may withhold from any uavirient due him hereunder ,:he estimatod ,ulott:;t cf such accrued and accruing taxes, excises, and license foes for rho bnncfit of a'_1 taxing, units to -•hich said contractor is 1 iabl,c- 63-1504. DUTY OF PUBLIC OFFICERS TO:WIT�MLD AMOUNT OF TAXES. --Before the state board of examiners.,.the -bo ard of -county commissionors..or the board of any municipal or quasi -municipal corporation or other taxing unit in this state, shall approve any claim on account of the -cons ruction of public works in this statb, it shall require that the claimant furnish evidence that he:has paid all taxes,' excises, and license foes duo to the state and its taxing units, duo and payable during the term of the contract for such construction, and that he has secured all such taxes, excises; and license foes liability for the payment of which has accruod during the term of such- contract, notwith- standing they may not yet be due or payable. 63-150S. PENALTY FOR DERELICTION OF DUTY.=-Any_officer of a contracting unit who fails to comply with or violates any of the -provisions hereof shall be. — liable personally and on his official bond for the--amountof any tax loss by any taxing unit incurred. as a result of failure to'comply with the terms hereof. 54-1904A. FILING OF NOTICES AND INCOME TAX RETURNS --PAYMENT OF INCOME TAXES BY CONTRACTORS. --Within 30 days after any public works contractor who is required to be licensed pursuant to this chapter .has been awarded a contract for con- struction to be performed within the state of Idaho involving the expenditure of any public moneys,_the contract awarding agency shall file with the tax collector a signed statement showing.the date on which such contract was made or awarded, the names and addresses of the home offices of the contracting — parties, including all sub -contractors, the state of incorporation if the party .is a corporation, the project number and a general description of the type and location of the work to be performed, the amount of the prime contract and all — sub -contracts, and all other relevant information which may be required on forms which may be proscribed by the tax collector. Every contractor or sub- contractor whose name appears on any such notice shall be required to file income tax returns with the state tax collector and to pay all income taxes which may be due thereon pursuant to law for all years in which any public moneys were received by him in connection with any construction work which was performed within the state of Idaho. A failure to pay any income taxes which may be due thereon, in addition to all other penalties therefor as provided by — law, shall constitute a ground for suspension or revocation of license as in this act provided. 63-362S(f). In the administration of the use tax, the tax collector may require the filing of reports by any porson or class of persons having in his or their possession or custody information relating to sales of tangible personal property the storage, use, or other consumption of which is subject to the tax. The reports shall be filed when the tax collector requires and shall set forth the names and addresses of purchasors of tangible porsonal property, the sale price; of the property, the date of sale, and such other information as the tax collector may require. CONTRACTOR FOR PUBLIC WORKS TO PAY OR SECURE TAXES (Idaho Code 63-1503); "The Contractor, in consideration of securing -the business of erecting or constructing public works in this State, recogni<-ing _ that the business in which he is engaged is of a transitory character, .and _that in the pursuit thereof, his property used therein may be without the State when taxes, excises, or licenses fees to which he is liable become payable agrees: 1. To pay promptly when due all taxes (other than on real property) excises and license fees due to the State, its _ subdivisions, and municipal and quasi -municipal coroporations therein, accrued- or accruing during the term of this contract, whether or not the same shall be payable at the end of, such term: 2. That if the said taxes, excises and license fees are not payable at the end of said term, but liability for the payment thereof exists, even though the same constitute liens upon his property, to secure the same to the satisfaction of the respective officers charged with the collection thereof; That, in the event of his default in the payment or securing of such taxes, excises and license fees, to consent that the ,.. Department, Officer, Board or Taxing Unit entering into this contract may withhold from any payment due him hereunder the estimated amount of such accrued and accruing taxing units to which said contractor is liable." CONTRACTOR ------------------------- By---------------------- Name -------------------- Address ----------------- (Seal) ATTEST: Name AFFIDAVIT OF PAYMENT & SECURITIES of all TAXES AFFIDAVIT OF PAYMENT OR SECUREMENT OF ALL TAXES STATE OF ) ss: County of ) being first duly sworn, on oath deposes and says that he is in conformance with Idaho Code 63-1502; that he is authorized to do business in the State of Idaho and that he can furnish satisfactory evidence that he has paid or secured to the satisfaction of the respective taxing units all taxes for which he or his property is liable, now due or delinquent, including assessments, excises and license fees levied by the State of Idaho or any taxing unit within the State of Idaho. -DATED this day of - , 19 SUBSCRIBED AND SWORN to before me this day of 19 Notary Public for Residing at Commission Expires PUBLIC WORK CONTRACT REPORT .l. 1 Re. No. code No. wH s State Tax Commission Thf JPapf /O/ ftaff uat grey, PUBLIC WORKS CONTRACT REPORT Sectlons 54-1904A and 63-3624(1), Idaho Code, require all Public Works Contracts to be reported to the State Tax Commission. Contract awarded by (puWiC body and address) Contract awarded to (contractor's Mme and tome address) State of Incorporation Federal employer number Date qualified to do business in Idaho (Section 30-501, I.C.) Business operates as Public Works contractor license number El sole proprietorship Partnership E) Corporation Sales/Use to fxrmit number Withholdirq tax number Telephone number Protect number (if any! Amount of contract Deiuiption and location of work to be performed I I Scheduled project start date: i and completion date: If the following information is not available at this time, please indicate when it will be. ale This form must be filed with the State Tax Commission within 30 days after a contract is awarded. j ALL SUBCONTRACTORS Nam[ state of Incorporation Federal employer number Address Date qualified to do Dut.nets ,n loaho Public works contractor number ! City, Slate. Zip Business operates asSole proprietorship Amount of subcontract I❑ Partnership ❑ Corporation S DesCnptwn of work I I . INamt Slate of Incorporst,on Federal tmpl°yer number II Address 1 Date qualified to do business in Nano PVbi,C works contractor number 2 City. state. Zip Business operates as LJ Sole proprietorship Amount Of subcontract ❑ Partnership E-) Corporation S Nscriptron Of work i Na int Slate of Incorporation 117t1le,al employer number Aptlrest Date quafd.ed to do but�nest in ",nop ubhC works contractor number -------- 3 C-ly. state. Zip sut�nesf Opera tet at Sole proprietorship Ambunt Or f,-onll,cl ❑ Partnership ❑ Corporation $ Description of work Name Slate of Incorporation Fedaraf employer number Addleat Date qualified to do punnets In Idaho Public wdrks contfaclor number G-ly, $lett. Zip - B.,t,nett open."' •' Sole proprietorship Amount of subcontract ❑ Partnership ❑ Corporation S T00u 1 2-5-90 ALL SUBCONTRACTORS (Continued) Phone number Tax paid to supplier.) Nam< State of Incorporation Fedaral employer number S Address Nit qualified to do business in Idaho Pvbl,c works eonUaClor number (Address _ Gly. state, zip Business OPefates as LJ Sole proprietorship ❑ Partnership ❑ Corporation Amount of suocontrau S Detcr,p{qn of work 1 (� Tax paid to state.' Name State of Incorporation Federal employer number 6 Add,", Gly, state, zip Dale dual,Led to do bus,ness in Idaho Public works Contractor number Business operates as Sole proprietorship Amount of subcontract ❑ Partnership ❑ Corporation 5 S Description of work I Name Stale Of incorporation Federal employer number 7 Address Date Qua,fied to do business In Idaho Public works Contractor number Ih4 Rr4ls ane tou,Dment gmcMsed and Gty, Stat`' Zip Business oPerates as Sole proprietorship ❑ Partnership ❑ Corporation Amounle! subcontract S !D"Cr,pt,on of work j i SUPPLIERS rentuo or leasee for use In protect: materials provided by Government anenry Plaacp inriie-Gra hnw anl— — „oo rte.. —;A tame I __yeas Phone number Tax paid to supplier.) (G Tax paid to state. 'Ma<run and edu,pmM eoursMsed and tater: I Total value No tax paid. I 5 (Address _ IPhone number t 1 j lI Tax paid to supplier. 2 — 1 (� Tax paid to state.' j MaltruK and edV,Dmenl pVr:r4setl and used. ' i I Total vawe I a No tax paid. I S Add let$Pnone number t l Tax paid to supplier. 3 ' Tax paid to stale.' Ih4 Rr4ls ane tou,Dment gmcMsed and i used: ,Name I Total vaiu< No tax paid. I Atltlless Phone number E]l Tax paid to supplier. 4 I Tax paid to stale." Mater yltPurchasedd eou,pment Purchased and used; ( Total value Q No tax paid. 5 name 5 I Address Phpne numptr E) Tax paid to supplier. []Tax paid to slate.' ! Ma:<•urs and cou,Dment purchased and used: Totalvalue No tax paid. Iwr..e Address (Phone i numbe, Tax paid to supplier. I 6 Iktaltr4k Tax paid to slate.' Gra sou,pment Wrcnased and used- I Total vatu` No tax paid. ' S It tax was not paid to suppliers, but WAS or WILL BE reported as 'Items Subject to Use Tax -under your permit number, indicate period of return on which payment WAS or WILL BE reported: If tax was remitted to a state other than Idaho, name state. If tax is due and has not previously been reported, attach remittance to this form. SIGN HERE AulhoriZod Signature phOnf pumper Dale rile wan the loano State lax Commission, P.O. Box 36, Boise, Idaho 83722 For additional information call (208) 334-7691 sT00"2 7 M -OA PUBLIC WORK CONTRACT TAX RELEASE STATE OF IDAHO 10-248-79 DEPARTMENT OF REVENUE AND TAXATION STATE TAX COMMISSION PUBLIC WORKS CONTRACT TAX RELEASE Sections 54-1904A and 63.3624(fl. Idaho Code, requires a// Public Works Contracts to be reported to the State Tax Commission Contract Awarded By '(Pubfie Body & Address) Contract Awarded To (Contractor's Name & Home Address) State of Incorporation lFedcfal Employer Number Oace Qualified To Do Business In Idaho (Section 30.501, I.C.) Business Operates At Public Works Contractor License No. ❑ SOLE PROPRIETORSHIP ❑ PARTNERSHIP ❑ CORPORATION Project Number (if any) Amount of Ce�trrct Description and Location of Work To Be Performed This certifies that in regard to the above identified contract, the contract awarding agency has complied with the provisions of Idaho Code Sections 54-1504A, 63-1501 through 63-1505 and 63-3624(f) relating to reporting —information to the State Tax Commission and any liability which may result from failure to make such reports, including that impossed by Idaho Code Section 63-1505, is hereby released. A t Sect on Supero of (Income and Inheritance Ta.rl — --- Once ud.t Secti)n iuper-Sor tsatet. M'acellaneous and f.40 tef -"it ISO '--- Gate TECHNICAL SPECIFICATIONS ADMINISTRATIVE PROVISIONS SECTION 1, Page 1 PART 1 GENERAL 1.01 TEMPORARY SERVICE A. A temporary office at the site for use of the Contractor will not be required for this -- project. Maintain a complete set of Plans and Specifications onsite at all times. 1.02 TEMPORARY FACILITIES A. Provide sanitary facilities for workers as needed. B. Provide all temporary services as required for the work such as telephone, etc., and be responsible for their use and maintenance. 1.03 CODES AND STANDARDS A. Where codes and standards are referred to, they are the current approved codes. It is the duty of the Contractor to obtain from his supplier any material on his work to submit evidence, if requested, that his material is in compliance with the applicable codes and standards. 1.04 STATE AND LOCAL LAWS A. Conform to all applicable State and local laws carrying our obligations under the contract. Meet requirements and recommendations of the Manual of Accident Prevention in Construction; Associated General Contractors of America, Inc., and Occupational Safety and Health Act. B. The Contractor shall be responsible for paying all applicable use tax on Owner - provided materials. The value of the fountain materials provided by the Owner is $17,600.00. The value of the pavers provided by the Owner is $229.42. 1.05 OPEN BURNING A. No open burning will be allowed. 1.06 WATER A. It is the responsibility of the Contractor to arrange for temporary water and water piping which may be required to point of use during construction. 1.07 CONSTRUCTION PROGRESS SCHEDULE A. Submit estimated construction progress schedules as required in the General Conditions within ten (10) days after the award of the contract. The progress schedule to be in reproducible form and subject to the approval of the Engineer. 01/27/99 ADMINISTRATIVE PROVISIONS SECTION 1, Page 2 1.08 TIME OF COMPLETION A. Commence work on or before a date to be specified in a written "Notice to Proceed" and complete all phases of the work within the time specified in the Contract. B. The time is computed on a calendar basis and no time extensions will be allowed for weather or other foreseeable delays. 1.09 LIQUIDATED DAMAGES A. If the work is not completed within the allotted time as stated in Paragraph 1.08, the Contractor shall pay as liquidated damages the sum of $250.00 for each consecutive calendar day thereafter for each schedule or work until all work has been completed. 1.10 CLEAN-UP A. Upon completion of work, remove all debris and surplus materials resulting from the work. 1.11 WITHDRAWAL OF PROPOSAL A. No bidder will be permitted to withdrawal his proposal between the closing time -. for receipt of proposals and the actual award of the contract, unless the issuance of the "Notice of Award" is delayed for period exceeding sixty (60) calendar days. B. Immediately after the "Notice of Award" has been issued, proceed with equipment submittals and material ordering as rapidly as possible 1.12 GUARANTEE A. The Contractor shall guarantee that all work performed is free from defects in materials and workmanship for a period of one year from the date of acceptance. Upon receipt of notice from the Owner of failure of any part of the guaranteed work during the guarantee period, the Contractor shall promptly correct deficiencies without additional compensation. B. The Performance Bond is to remain in effect throughout the guarantee period. 1.13 TESTING A. Pay costs for all power, and light or heat required for testing of architectural, structural, mechanical and electrical work except as provided by Owner. 01126/99 ADMINISTRATIVE PROVISIONS SECTION 1, Page 3 1.14 REMOVAL A. Remove temporary work when need for its use has passed and clean areas that were occupied by temporary work. : 1.15 STORAGE A. Provide suitable and sufficient enclosed and covered spaces, with raised flooring, to protect materials and equipment subject to damage by weather or construction. The Contractor shall be responsible for obtaining a suitable staging and storage area. The temporary construction easement is shown on the plans. 1.16 PERMITS A. The building permit shall be applied for by the Owner and provided to the Contractor. Any other permits and associated fees are the responsibility of the Contractor. 1.17 PROGRESS MEETINGS A. The Resident Project Representative may arrange and chair weekly progress meetings. These meetings will be held at the project site or at the City Engineer's office and held throughout the course of construction. The Contractor is to ensure that an authorized representative, having authority to act for and on behalf of the Contractor and having full knowledge of the work and the contract schedule attend the meetings. B. Representatives of the Contractors suppliers and subcontractors, and parties providing services for the same may attend the meeting if the Contractor elects to invite them to assist the Contractor's representatives at the meetings. C. Relay agenda items to Engineer at least 24 hours prior to meeting. •• END OF SECTION .. 01/26/99 MOBILIZATION _ SECTION 2, Page 1 PART 1- GENERAL 1.01 SCOPE A. Mobilization consists of preparatory work and operations including, but not limited to those necessary for the movement of personnel, equipment, temporary construction facilities, supplies and incidentals to the project site. Included is the establishment of all necessary offices, buildings, signs, utilities, etc. Also `- included is the payment of all fees, acquisition of permits, preconstruction submittals, and all other work performed and costs incurred not otherwise paid for prior to beginning work on the various items of the contract. 1.02 SITE AREA A. The staging area shall be as shown on the Drawings or as described during the pre -construction meeting. B. Contractor shall provide and maintain all signing, barricades, fencing, drainage facilities, and other items as required to protect public and private property from damage caused by mobilization operations. 1.03 SUBMITTALS A. Contractor shall make all required preconstruction submittals in accordance with Section 2.2.8, 2.6.23-28, Submittals, Shop, _Drawings and Samples of the General Conditions. PART 2 - PRODUCTS Not Used. PART 3 - EXECUTION Not Used. 01/26/99 •• END OF SECTION .. PART 1- GENERAL 1.01 WORK INCLUDED CONTRACT CLOSEOUT SECTION 3, Page 1 A. Comply with requirements stated in conditions of the contract and in Specifications for administrative procedures in closing out the work. B. Furnish lien waivers, bond extensions, and other required data. 1.02 RELATED REQUIREMENTS A. Conditions of the contract, fiscal provisions, legal submittals and additional administrative requirements. 1.03 SUBSTANTIAL COMPLETION A. When substantially complete, submit to the Owner: 1. A written notice that the work, or designated portion thereof, is substantially complete. 2. A list of items to be completed or corrected. B. Within a reasonable time after receipt of such notice, Engineer will make an inspection to determine the status of completion. C. Should Owner determine that the work is not substantially complete: 1. Owner will promptly notify the Contractor in writing, given the reasons therefore. 2. Remedy the deficiencies in the work, and send a second written notice of Substantial Completion to the Owner. 3. Owner will re -inspect the work. D. When the Owner finds that the work is substantially complete, he will: 1. Prepare and deliver a tentative Certificate of Substantial Completion with a tentative list of items to be completed or corrected before final payment. 2. After review and approval, Engineer will execute and deliver to the Owner and the Contractor, the Certificate of Substantial Completion with a final list of items to be completed or corrected prior to release of final payment. 1.04 FINAL PAY ESTIMATE A. Prior to application for final payment, the Contractor shall submit to the Engineer: 1. Lien Waivers from all subcontractors and suppliers. 2. Required "as -built" drawing information. 3. All special test certificates. 4. All required operation and maintenance data. 5. All required special warranty information. 01/26/99 CONTRACT CLOSEOUT SECTION 3, Page 2 B. Submit final pay estimate and supporting data to Owner. C. Final estimates 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. Penalties and bonuses f. Deductions for liquidated damages 3. Total contract sum, as adjusted. 4. Previous payments. 5. Sum remaining due. D. Owner will prepare a final Change Order, reflecting approved adjustments to the contract sum which were not previously made by Change Orders. • • END OF SECTION • • 01/26/99 APPENDIX SECTION 02110 SITE CLEARING 1 PART GENERAL 1.1 SUMMARY A. Section Includes 1. Remove surface debris. 2. Remove existing site items as indicated on the drawings. 1.2 REGULATORY REQUIREMENTS A. Conform to applicable code for disposal of debris. 1.3 SEQUENCING AND SCHEDULING A. Coordinate clearing Work with utility companies. Call Digline at 342-1585 prior to clearing or excavating. 1.4 QUALITY ASSURANCE - not used. 1.5 DELIVERY, STORAGE AND HANDLING - not used. 1.6 PROJECT/SITE CONDITIONS A. Traffic: Conduct site -clearing operations to ensure minimum interference with roads and other adjacent occupied or used facilities. Do not close or obstruct street, walks or other occupied or used facilities. Do not close or obstruct street, walks or other occupied or used facilities without permission from authorities having jurisdiction. B. Protection of Existing Improvements: Provide protection necessary to prevent damage to existing improvements indicated to remain in place. C. Dust Control: The amount of dust from clearing and grubbing shall be controlled to prevent the spread of dust to adjacent properties. Water sprinkling shall be used to control release of dust during clearing and grubbing. D. Protect existing trees on site. .., 2 PART PRODUCTS - not used. 3 PART EXECUTION 3.1 EXECUTION gp 02110/1 2/3/99 A. Clearing 1. Clear areas required for access to site and execution of Work. B. Removal _ 1. Remove debris, rock, concrete and asphalt, noted on the drawing. Remove existing _ site items as indicated on the drawings. 3.2 PROTECTION A. Protect utilities that remain, from damage. B. Protect bench marks, trees and existing structures from damage or displacement. END OF SECTION gP 02110/2 2/3/99 SECTION 02211 ROUGH GRADING 1 PART - GENERAL 1.1 SUMMARY A. Section Includes 1. Removal of subsoil. 2. Cutting, grading, filling and rough contouring the site. 1.2 REFERENCES - not used. 1.3 SUBMITTALS A. Project Record Documents 1. Accurately record actual locations of utilities remaining, by horizontal dimensions, elevations or inverts, and slope gradients. 1.4 QUALITY ASSURANCE - not used. 1.5 DELIVERY, STORAGE, AND HANDLING - not used. 1.6 PROJECT/SITE CONDITIONS - not used. 1.7 SEQUENCING AND SCHEDULING - not used. 1.8 EXTENDED WARRANTY - not used. 1.9 MAINTENANCE - not used. 2PART -PRODUCTS 2.1 MANUFACTURES - not used. 2.2 MATERIALS A. Topsoil: 1. Imported Topsoil: As specified in Section 02923. B. Subsoil: Excavated material, graded, free of lumps larger than 6 inches, rocks larger than 3 inches, debris vegetation and roots. gp 02211/1 2/3/99 C. Granular Fill: Type A specified in Section 02223. D. Crushed Gravel: Type B, specified in Section 02223. 2.3 MANUFACTURED UNITS - not used. 2.4 EQUIPMENT - not used. 2.5 COMPONENTS - not used. 2.6 ACCESSORIES - not used. 2.7 MIXES - not used. — 2.8 FABRICATION - not used. 2.9 SOURCE QUALITY CONTROL - not used. 3 PART - EXECUTION 3.1 EXAMINATION — A. Verify site conditions. B. Verify that survey benchmark and intended elevations for the Work are as indicated. — 3.2 PREPARATION A. Identify required lines, levels, contours, and datum. B. Identify known underground, above ground, and aerial utilities. Stake and flag locations. C. Notify utility company to relocate utilities. D. Protect above and below grade utilities which are to remain. E. Protect bench marks, fences, surveying control points, plant life and paving, from excavation equipment and vehicular traffic. F. Generally, compact subgrade to density requirements for subsequent backfill materials. -_ G. Cut out soft areas of subgrade not capable of compaction. Backfill with Type A or B, fill and compact to density equal to or greater than requirements for subsequent backfill material. ._ 3.3 EXECUTION A. Subsoil Excavation gp 02211/2 2/3/99 I . Excavate subsoil from areas to be further excavated, or re -graded. 2. Stockpile on site. Protect from erosion. Remove excess subsoil not being reused, from site. 3. If soft spot, water, or other unusual excavating conditions are encountered, stop work and notify Architect. B. Filling 1. Bring exposed surfaces to receive fill to optimum moisture content for compaction and proof roll with a minimum of five passes of a smooth -drum vibratory roller with a minimum drum weight of 5 tons. If soft spot, water or other unusual excavating conditions are encountered, stop work and notify Architect. 2. Fill areas to contours and elevations with unfrozen materials. 3. Granular Fill: Place and compact materials in continuous layers not exceeding 12 inches loose depth, compacted to a minimum of 95 percent per ASTM Test D 698 (standard proctor). 4. Subsoil Fill: Place and compact material in continuous layers not exceeding 8 inches compacted depth, compacted to a minimum of 95 percent of ASTM D698. 5. Maintain optimum moisture content of fill materials to attain required compaction density. 6. Slope grade away from building as shown on plans. 7. Make grade changes gradual. Blend slope into level areas. 8. Remove surplus fill materials from site. 9. Crushed Gravel: Place materials utilizing depths as shown on the drawings. 10. Compact the subgrade under areas to be landscaped to a minimum of 90% of ASTM D698. C. Tolerances 1. Top Surface of Subgrade: Plus or minus 1/10 foot. 3.4 FIELD QUALITY CONTROL A. Proof -roll compacted fill surfaces under slabs -on -grade and paving. Proof roll building/paving area before placing footings. B. Protect finished work. C. Recompact fills subjected to vehicular traffic. 3.5 ADJUSTING - not used. gP 02211/3 2/3/99 3.6 CLEANING - not used. 3.7 DEMONSTRATION - not used. 3.8 PROTECTION A. Protect finished work. B. Recompact fills subjected to vehicular traffic. 3.9 SCHEDULES - not used. END OF SECTION 9p 02211/4 2/3/99 SECTION 02222 EXCAVATING PART 1 GENERAL 1.1 SUMMARY A. Section Includes 1. Excavation for building foundation. 2. Excavating for paving, slabs -on -grade and landscaping. 3. Excavating for site structures. 1.2 REFERENCES - not used. 1.3 SUBMITTALS - not used 1.4 QUALITY ASSURANCE - not used. 1.5 DELIVERY, STORAGE, AND HANDLING - not used. 1.6 PROJECT/SITE CONDITIONS A. Verify that survey bench mark and intended elevations for the Work are as indicated. 1.7 SEQUENCING AND SCHEDULING - not used. 1.8 EXTENDED WARRANTY - not used. 1.9 MAINTENANCE - not used. PART 2 PRODUCTS - not used. PART 3 EXECUTION 3.1 EXAMINATION - not used. 3.2 PREPARATION A. Identify required lines, levels, contours, and datum. B. Identify known underground, above ground, and aerial utilities. Stake and flag locations. C. Notify utility company to remove and relocate utilities. D. Protect above and below grade utilities which are to remain. 9P 02222/1 2/3/99 E. Protect bench marks, existing structures, survey control points, and paving from excavating —' equipment and vehicular traffic. F. Carefully examine site to determine type soil to be encountered. Discuss problems with — Architect before proceeding with work. 3.3 EXECUTION - Excavating _ A. Excavate subsoil to accommodate paving, foundations, slabs -on -grade, site structures and construction operations. Notify Architect for approval before continuing work. B. Grade top perimeter of excavating to prevent surface water from draining into excavation. C. Hand trim excavation. Remove loose matter. 1). Notify Architect of unexpected subsurface conditions and discontinue affected Work in area until notified to resume work. E. Correct areas over excavated by error at no additional cost to Owner. F. Stockpile excavated material in area designated on site by Architect; remove excess or unsuitable material from site. G. Correct unauthorized excavation at no extra cost to Owner. H. Underpin adjacent structures which may be damaged by excavation work, including utilities — and pipe chases. 3.4 FIELD QUALITY CONTROL — A. Provide for visual observation of all bearing surfaces by Architect. 3.5 ADJUSTING - not used. 3.6 CLEANING - not used. 3.7 DEMONSTRATION - not used. 3.8 PROTECTION A. Prevent displacement or loose soil from falling into excavation; maintain soil stability. _. B. Protect bottom of excavations and soil adjacent to and beneath foundation from freezing. 3.9 SCHEDULES - not used. _. END OF SECTION gp 02222/2 2/3/99 SECTION 02223 BACKFILLING PART1 GENERAL 1.1 SUMMARY A. Section Includes 1. Site filling and backfilling. 2. Fill under paving areas and slabs -on-grade areas. 3. Fill for over -excavation. 4. Consolidation and compaction as scheduled. 1.2 REFERENCES A. ASTM C 136 - Method for Sieve Analysis of Fine and Course Aggregates. B. ASTM D 698 - Test Methods for Moisture -Density Relations of Soils and Soil -Aggregate Mixtures, Using 5.5 lb (2.49 Kg) Rammer and 12 inch (304.8 mm) Drop. C. ASTM C 2922 - Test Methods for Density of Soil and Soil -Aggregate in Place by Nuclear Methods (Shallow Depth). D. ASTM D 3017 - Test Methods for Moisture Content of Soil and Soil -Aggregate Mixtures. 1.3 SUBMITTALS - not used. 1.4 QUALITY ASSURANCE - not used. .— 1.5 DELIVERY, STORAGE, AND HANDLING - not used. 1.6 PROJECT/SITE CONDITIONS - not used. 1.7 SEQUENCING AND SCHEDULING - not used. 1.8 EXTENDED WARRANTY - not used. 1.9 MAINTENANCE - not used. PART 2 PRODUCTS 2.1 MANUFACTURERS - not used. 2.2 MATERIALS 9P 02223/1 2/3/99 A. Type A - Structural Fill: Pit run, consist of soil classified as sand and/or gravel (GM, GW, GP, SM, SW, SP) as described by the USCS; free of shale, clay, friable material, debris; cobbles shall be less than 6 inches in size with less than 10% passing the No. 200 sieve. B. Type B - Crushed Gravel: Free of clay, shale, organic matter; graded in accordance with ASTM C 136, to the following: 1. Maximum Size: 3/4 inch with less than 5% passing the No. 200 sieve. C. Type C - Sand: Natural river or bank sand: Free of silt, clay, loam, friable or soluble — materials, or organic matter, graded in accordance with ASTM C 136, with 100% passing a No. 10 sieve and not more than 3% passing a No. 100 sieve. D. Type D - Soil Materials: Complying with Unified Soil Classification System Groups GW, GP, GM, GC, SW, SP, SM, SC & ML; Free of rock larger than 3" in any dimension, debris, waste, clay, frozen materials, organic and friable or soluble materials. E. Type E - Imported topsoil material: As specified in Section 02923 2.3 MANUFACTURED UNITS - not used. 2.4 EQUIPMENT - not used. 2.5 COMPONENTS - not used. 2.6 ACCESSORIES - not used. 2.7 MIXES - not used. 2.8 FABRICATION - not used. — 2.9 SOURCE QUALITY CONTROL - not used. — PART 3 EXECUTION 3.1 EXAMINATION A. Verify fill materials to be used are acceptable. — 3.2 PREPARATION A. Generally, compact subgrade to density requirements for subsequent backfill materials. B. Prior to placement of fill material at building and paved areas, the exposed subsoil surface should be moisture -conditioned and proof -rolled, to identify soft and unstable areas. C. Cut out soft areas of subgrade not capable of compaction in place. Backfill with Type A or _ B fill and compact to density equal to or greater than requirements for subsequent backfill material. gP 02223/2 2/3/99 D. Prior to placement of aggregate base course material at paved areas, compact the upper 6" of subsoil to a minimum of 95 percent of its maximum dry density in accordance with ASTM D 698. 3.3 EXECUTION - BACKFILLING A. Backfill areas to contours and elevations with unfrozen materials. B. Systematically backfill to allow maximum time for natural settlement. Do not backfill over porous, wet, frozen or spongy subgrade surfaces. C. Granular Fill (Types A and B): Place and compact materials in equal continuous layers not exceeding 8 inches loose depth. D. Native Soil Fill : Place and compact material in equal continuous layers not exceeding 12 .., inches loose depth. E. Employ a placement method that does not disturb or damage foundation damp proofing and utilities in trenches. F. Maintain optimum moisture content of backfill materials to attain required compaction density. G. Backfill against supported foundation walls. Do not backfill against unsupported foundation walls. H. Backfill simultaneously on each side of unsupported foundation walls. I. Slope grade away from building a minimum of 2% for 10 ft., unless noted otherwise. J. Make gradual grade changes. Blend slope into level areas. K. Remove surplus backfill materials from site. L. Leave fill material stockpile areas free of excess fill materials. M. Tolerances 1. Top Surface of Backfilling Under Paved Areas: Plus or minus 1/2 inch from required elevations. 3.4 FIELD QUALITY CONTROL A. Compaction testing will be performed in accordance with ASTM D 698. B. If tests indicate Work does not meet specified requirements, remove Work, replace and retest at no cost to Owner. C. Proof roll compacted fill surfaces under paving and slabs -on -grade. gp 02223/3 2/3/99 3.5 ADJUSTING - not used. 3.6 CLEANING - not used. 3.7 DEMONSTRATION - not used. 3.8 PROTECTION A. Reshape and re -compact fills subjected to vehicular traffic. 3.9 SCHEDULE A. Typical Footings: 1. Type A fill, as required for grade, compacted to a minimum of 95% per ASTM D698. The structural fill below footings should extend a minimum of 1.0 foot horizontally for each 2.0 feet of thickness placed beneath the footings. The horizontal dimension is measured from the edge of the footing. B. Exterior Side of Foundation Walls: 1. Subsoil Type D fill, to subgrade elevation, each lift, compacted to a minimum of 90 percent ASTM D698. C. Fill Under Grass Areas and Berming: 1. Subsoil Type D or E fill, to subgrade elevation, compacted to a minimum of 90 percent of ASTM D698. See Specification Section 02923. D. Fill Under Landscaped Areas (Planter Beds): 1. Subsoil Type D or E fill, to subgrade elevation, compacted to a minimum of 90 percent ASTM D698. See Specification Section 02923. E. Fill Under Pavers: 1. Type A fill, to subgrade elevation, compacted to a minimum of 95 percent ASTM D698. See Specification Section 02519. — F. Fill Under Asphaltic Concrete Paving: 1. Street Paving Repatch: Type A fill, 21 inches thick, to 7 inches below finish grade, compacted to a minimum of 95 percent ASTM D698 and per ACHD. G. Fill to Correct Over -excavation: 1. Type A fill, flush to required elevation, compacted to a minimum of 95 percent per ASTM D698. — 9P 02223/4 2/3/99 gP H. Fill over Piping Gravel Cover: 1. Type B fill, to subgrade elevation, compacted to a minimum of 95 percent per ASTM D698. END OF SECTION 02223/5 2/3/99 SECTION 02225 TRENCHING 1 PART GENERAL L 1 SUMMARY A. Section Includes Excavating trenches for utilities from 5 feet outside building or utility destination to municipal utilities. �- 2. Compacted fill from top of utility bedding to subgrade elevations. 3. Backfilling and compaction. B. Definitions -- 1. Utility: Any buried pipe, duct, conduit, or cable. 1.2 REFERENCES A. AASHTO T180 - Moisture -Density Relations of Soils Using a 10-1b (4.54 kg) Rammer and an 18 -in. (457 mm) Drop. B. ASTM C 136 - Test Method for Sieve Analysis of Fine and Coarse Aggregates. C. ASTM D 698 - Test Methods for Moisture -Density Relations of Soils and Soil -Aggregate Mixtures, Using 5.5 lb (2.49 Kg) Rammer and 12 inch (304.8 mm) Drop. D. ASTM D 1556 - Test Method for Density of Soil in Place by the Sand -Cone Method. E. ASTM D 1557 - Test Methods for Moisture -Density Relations of Soils and Soil -Aggregate Mixtures Using 10 lb (4.54 Kg) Rammer and 18 inch (457 mm) Drop. F. ASTM D 2167 - Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method. G. ASTM D 2922 - Test Methods for Density of Soil and Soil -Aggregate in Place by Nuclear Methods (Shallow Depth). H. ASTM D 3017 - Test Methods for water Content of Soil and Rock -in -Place Nuclear Methods (shallow depth). gp 02225/1 2/3/99 I. ISPWC - Idaho Standards for Public Works Construction - 1990. 1.3 SUBMITTALS - not used. 1.4 QUALITY ASSURANCE - not used. 1.5 DELIVERY, STORAGE AND HANDLING - not used. 1.6 PROJECT/SITE CONDITIONS A. Field Measurements 1. Verify that survey bench mark, control point, and intended elevations for the Work are as shown on drawings. 1.7 SEQUENCING AND SCHEDULING A. Coordinate work under provisions of Division One. ... B. Verify work associated with lower elevation utilities is complete before placing higher elevation utilities. 1.8 EXTENDED WARRANTY - not used. 1.9 MAINTENANCE - not used. 2 PART PRODUCTS 2.1 MANUFACTURERS - not used. 2.2 MATERIALS A. Fill 1. Types A or B to be used at paving areas, sidewalks and site structures. B. Bedding 1. Type B Material: As specified for Type B in Section 02223. 2. Subsoil Material: As specified for Type D in Section 02223. 3. Concrete: Structural concrete conforming to structural drawing specifications. 2.3 MANUFACTURED UNITS - not used. gP 02225/2 2/3/99 2.4 EQUIPMENT - not used. 2.5 COMPONENTS - not used. 2.6 ACCESSORIES - not used. 2.7 MIXES - not used. 2.8 FABRICATION - not used. 2.9 SOURCE QUALITY CONTROL - not used. 3 PART EXECUTION 3.1 EXAMINATION - not used. 3.2 PREPARATION A. Identify required lines, levels, contours, and datum locations. _ B. Protect plant life, lawns, and other features remaining as a portion of final landscaping. C. Protect bench marks, existing structures, fences, sidewalks, paving, and curbs from excavating equipment and vehicular traffic. D. Maintain and protect above and below grade utilities which are to remain. E. Cut out soft areas of subgrade not capable of compaction in place. Backfill with Fill Type B and compact to density equal to or greater than requirements for subsequent backfill material. 3.3 EXECUTION A. Excavating 1. Excavate subsoil required for utilities. 2. Cut trenches sufficiently wide to enable installation and allow inspection. Remove water or materials that interfere with Work. 3. Do not interfere with 45 degree bearing splay of foundations. 4. Hand trim excavation. Hand trim for bell and spigot pipe joints. Remove loose matter. 5. Remove lumped subsoil, rocks and boulders. gp 02225/3 2/3/99 6. Correct areas over excavated in accordance with Section 02222. 7. Stockpile excavated material in area designated on site and remove excess material not being used, from site. 8. Trenching side slope per OSHA regulations. B. Backfilling 1. Pipe bedding shall be installed per ISPWC (Latest Edition). 2. Backfill trenches to contours and elevations with unfrozen fill materials. 3. Systematically backfill to allow maximum time for natural settlement. Do not backfill over porous, wet, frozen, or spongy subgrade surfaces. 4. Granular Fill Type A and B Structural: Place and compact materials in equal continuous layers not exceeding 8 inches loose depth. -- 5. Soil Fill Type D: Place and compact material in equal continuous layers not exceeding 8 inches loose depth. 6. Employ a placement method that does not disturb or damage foundation perimeter drainage. Utilities in trench. 7. Maintain optimum moisture content of fill materials to attain required compaction density. _ 8. Remove surplus fill materials from site. 9. Leave fill material stockpile areas completely free of excess fill materials. C. Tolerances 1. Top Surface of Backfilling Under Paved Areas: Plus or minus 1 inch from required elevations. 2. Top Surface of General Backfilling: Plus or minus 3 inches from required elevations. 3.4 FIELD QUALITY CONTROL A. Compaction testing will be performed in accordance with ASTM D 698. B. If tests indicate Work does not meet specified requirements, remove Work, replace, compact, and retest. gp 02225/4 2/3/99 3.5 ADJUSTING - not used. 3.6 CLEANING - not used. 3.7 DEMONSTRATION - not used. 3.8 PROTECTION A. Reshape and re -compact fills subjected to vehicular traffic during construction. 3.9 SCHEDULE A. Storm and Sanitary Piping: I. Bedding fill with Type B, minimum 6" below, both sides and over crown of pipe, compacted to a minimum of 95 percent of ASTM D698. _ 2. Cover pipe and bedding with Type A or B under pavement areas and D under landscape areas, in 8 inch lifts to subgrade elevation, compacted to a minimum of 95 percent of ASTM D698. B. Power Ducts: 1. Bedding fill with Type B, minimum 6" below, both side and over top of duct, compacted to a minimum of 95 percent of ASTM D698. 2. Cover duct and bedding with Fill Type A or B under pavement areas and D under landscape areas, to subgrade elevation, compacted to a minimum of 95% of ASTM D698. END OF SECTION gp 02225/5 2/3/99 SECTION 02231 AGGREGATE BASE COURSE 1PART GENERAL 1.1 SUMMARY A. Section Includes 1. Aggregate base course as required for Section 02510, Section 02520 and Section 02519. 1.2 REFERENCES A. AASHTO M147-65 - Materials for Aggregate and Soil -Aggregate. B. ASTM D 698 - Test Methods for Moisture -Density Relations of Soils and Soil -Aggregate Mixtures, Using 5.5 lb (2.49 Kg) Rammer and 12 inch (304.8 mm) Drop. C. ASTM C 136 - Test Methods for Sieve Analysis of Fine and Coarse Aggregates. D. ASTM D 2922 - Test Methods for Density of Soil and Soil -Aggregate in Place by Nuclear Methods (Shallow Depth). E. ASTM D 3017 - Test Methods for Water Content of Soil and Rock in Place by Nuclear Methods (Shallow Depth). 1.3 SUBMITTALS A. Test results: Provide current test results for each type fill material to be used. 1.4 QUALITY ASSURANCE - not used. 1.5 DELIVERY, STORAGE, AND HANDLING - not used. 1.6 PROJECT/SITE CONDITIONS - not used. 1.7 SEQUENCING AND SCHEDULING - not used. 1.8 EXTENDED WARRANTY - not used. 1.9 MAINTENANCE - not used. 2 PART PRODUCTS 2.1 MANUFACTURERS - not used. 2.2 MATERIALS gp 02231/1 2/3/99 A. Coarse Aggregate: Type B as specified in Section 02223. — B. Herbicide: Any commercial sterilant containing sodium chlorate, borate, or arsenate which has been proven effective under local conditions and is acceptable under state and local — codes and registered by the Environmental Protection Agency. 2.3 MANUFACTURED UNITS - not used. 2.4 EQUIPMENT - not used. 2.5 COMPONENTS - not used. 2.6 ACCESSORIES - not used. 2.7 MIXES - not used. 2.8 FABRICATION - not used. -' 2.9 SOURCE QUALITY CONTROL - not used. 3 PART EXECUTION gP 3.1 EXAMINATION A. Verify substrate has been inspected, gradients and elevations are correct, and is dry. -' 3.2 PREPARATION A. Correct irregularities in substrate gradient and elevation by scarifying, reshaping, and re -compacting. B. Do not place fill on soft, muddy, or frozen surfaces. 3.3 EXECUTION A. Aggregate Placement I. Spread aggregate over prepared substrate to a total minimum compacted thickness of 4 to 8 inches (as noted on the drawings) under asphaltic concrete paving, 4 inches under portland cement concrete areas and 6 inches under brick pavers. 2. Place aggregate in maximum 4 inch layers and compact to specified density. 3. Level and contour surfaces to elevations and gradients indicated. 4. Compact placed aggregate materials to achieve a minimum of 95 percent of its maximum dry density in accordance with ASTM D 698. (Standard Proctor) S. Add water to assist compaction. If excess water is apparent, remove aggregate and 02231/2 2/3/99 aerate to reduce moisture content. 6. Use mechanical tamping equipment in areas inaccessible to compaction equipment. B. Tolerances 1. Flatness: Maximum variation of 1/4 inch measured with 10 foot straight edge. 2. Scheduled Compacted Thickness: Within 1/4 inch. 3. Variation From Design Elevation: Within 1/2 inch. C. Vegetation Control 1. Apply herbicide to finish base course in asphaltic concrete paving, gravel areas noted on drawing, and portland cement concrete areas. Apply at rates as recommended by manufacturer. Do not apply within 24 inches of landscape areas. 3.4 FIELD QUALITY CONTROL A. Compaction testing will be performed in accordance with ASTM D 698. C. If tests indicate Work does not meet specified requirements, remove Work, replace and retest at no cost to Owner. D. Gradation of Aggregate: In accordance with ASTM C 136. 3.5 ADJUSTING - not used. 3.6 CLEANING - not used. 3.7 DEMONSTRATION - not used. 3.8 PROTECTION - not used. 3.9 SCHEDULE - not used. -- END OF SECTION gp 02231/3 2/3/99 SECTION 02442 SITE FURNISHINGS 1 PART DESCRIPTION 1.1 SUMMARY A. SECTION INCLUDES 1. Benches 2. Trash Receptacle 3. Planter Pots 4. Fountain Grate 5. Clock 1.2 REFERENCES - not used. 1.3 SUBMITTALS A. Submit shop drawings, product data and Manufacturer's installation instructions for all materials and products proposed to be furnished and installed under this portion of the work. 1.4 QUALITY ASSURANCE A. Furnish paint for touch-up as required and install pre -manufactured items, poured -in-place or pre- cast items, and all related materials required to complete the work indicated on the drawings and/or specified. 1. Substitutions: The intent of these specifications is to describe pre -manufactured items of minimum acceptability with regard to materials, construction, size, configuration, and finish. Substitutions will be accepted under provisions and shall be compatible with overall design theme. 2. Materials Inspection: The Contractor shall inspect all items upon delivery to ensure no damage to material or finish. Minor repairs and/or touch up shall be accepted only upon prior authorization form the Architect and shall conform, at minimum, to manufacturer's standard. 1.5 DELIVERY, STORAGE AND HANDLING - not used. 1.6 PROJECT/SITE CONDITIONS - not used. — 1.7 SEQUENCING AND SCHEDULING - not used. 1.8 EXTENDED WARRANTY - not used. 1.9 MAINTENANCE - not used. gp 02442/1 2/3/99 2 PART PRODUCTS 2.1 MANUFACTURERS - not used. 2.2 MATERIALS A. Fountain Grates and Framing: 1. Fountain Grate: 2'- 6" outside diameter with 3 3/4" inside diameter "Flat Rainbow" grate by Urban Accessories; Snohomish, Washington; (206)568-3143 OR (206)568-8000. See Detail Drawings. 2. Fountain Frame: 2'-6" round, "S" type standard, per the drawings, by Urban Accessories; Snohomish, Washington, (206)568-3143 or (206)568-8000. B. Benches and Trash Receptacles: 1. Product: a. Bench with back: DUMAR, INC., Model 119 Series. b. Trash receptacle: DUMAR, INC., Model 84-30. C. See drawings and specification details at the end of this section. C. Planter Pots: 1. Product: Model - "Design V" by Dura Art Stone, 1-800-821-1120. Cast Stone Planters. See drawings for finish, sizes and location. 2. Available from: Gem County Precast 1226 Highway 52 Emmett, ID 83617 (208)365-3753 D. Clock: 1. Product: Purchases by owners, installed by contractors. See product specification details at the end of this section. 2.3 MANUFACTURED UNITS - not used. 2.4 EQUIPMENT - not used. 2.5 COMPONENTS - not used. 2.6 ACCESSORIES gp 02442/2 2/3/99 -- A. Provide all anchorage devices and materials required for a complete installation. 2.7 MIXES - not used. 2.8 FABRICATION - not used. 2.9 SOURCE QUALITY CONTROL -not used. 3 PART EXECUTION 3.1 EXAMINATION - not used. 3.2 PREPARATION - not used. 3.3 INSTALLATION A. Concrete work shall conform with structural concrete specifications. Proper lines and grades are essential. B. Assemble, as required, for complete operation in strict conformance with manufacturer's requirements. Notify Architect in the event of any discrepancies. C. Install as shown on the drawings and in strict conformance with manufacturer's recommendations. Notify Architect in the event of any discrepancies. D. Touch-up paint, as necessary, all blemishes incurred during shipping or assembly, color as designated, to manufacturer's standards. 3.4 FIELD QUALITY CONTROL - not used. 3.5 ADJUSTING A. Upon completion of the installation of site furnishings, check each items and verify that all equipment is properly installed; verify that all trim is in place; adjust all components as necessary to ensure proper operation; remove all labels from equipment. B. Make necessary adjustments for safe, efficient and smooth operation. 3.6 CLEANING A. Remove all packing materials from job site. B. Clean or restore marred surfaces. 3.7 DEMONSTRATION - not used. 3.8 PROTECTION - not used. gp 02442/3 2/3/99 3.9 SCHEDULES - not used. END OF SECTION 9p 02442/4 2/3/99 -- - 28 1/8' 3/6' STL. PLATE 112 0 x 1 1/2' S. STL. FLAT HD. HAM SCR, ( 4 REQ'D ) 1/2 0 x 2 1/2' S. STL. FLT, HD. HACK. SCR. ( 6 REO'D ) 0 (-Du1Sor ioc. CAST LEG 5/A'0 p?TCH(IkING HaE Ih— 20 5/8' - 32 3/4' 18 13/16' 76 1/4' ( 119-60 ) 100 1/4' < 119-80 ) 71 1/4' < 1190 95 3/4' ( t19-90 ) I I •^ 74' ( 1190 ) 98'(11980) LINUH STL. MEMBERS - POLYESTER POWDER COATED QQLOR OPTIONS A BLACK O BRONZE ❑ BLUE ❑ OTHER ❑ SEAFOAM Q DEEP RED GREEN LENGTH OPTIONS 0 6' BENCH ❑ 8' BENCH NOTES 1 1.) 1/2' x 6' PLTD, ANCHOR BOLTS & NUTS PROVIDED, DO NOT SCALE DATE 9/30/97 D R A W I N G1 REVISION A �i d i' ANCHOR BOLT DETAIL Du Mor, inc. P.O. Box 142 Mdflintown, PA 17059-0142 BENCH 19 SERIES EQ, SPACES 1/4' x 1 1 STL, BAR ( 30 REG 31 1/2' 0 ' DIA, OPENING ALL WELDS CONT. THEN GROUND SMOOTH � SPUN STL, 1VER /8' DIA. STL, BAR VINYL COVEPrD { CABLE 32 GAL, PLASTIC 35 5/8' LINER 1/4' x 2' STL, BAR 1/4' x 3' STL, BAR 31 �- ----19 1/4' 0 —� 19 2' x 2' x 1/4' STL. ANGLE 23 7/8' 0 �---� W/ 9/16' DIA, HOLE FDR ANCHORING COLOR OPTIONS ® BLACK ❑ DEEP RED 0 BRONZE ❑ GREEN ❑ BLUE ❑ SEAFOAM ❑ OTHER NOTES O u M r, inc. 1.) ALL STL. MEMBERS POLYESTER POWDER COATED. ( SEE COLOR OPTIONS > P.O. Box 142 Mifflintown, PA 17059-014.2 2.) 112' x 6' PLTD. ANCHOR BOLT, WASHERS & NUTS PROVIDED. RECEPTACLE DO NOT SCALE ATE 12/12/96 DRAWING KVISIM A 84-30 In d 0 Ill too X f OG 'PHOTO CELL' AUTO 'ON' AT DUSK do 'OFr AT DAWN, ! SIDE ELEVATION i SPECIFICATIONS: o S TWO FACED 36 inch LEGIBLE 31-3/4 inch REAR ILLUMINATED FACE WITH "SPADE" HANDS. w CAST IRON POST WEATHER PROOF b FINISH COLORS OPTIONS AVAILABLE ` � m llu0 'ACCESS PANEL REMOVABLE ONE SIDE FOR ACCESS TO 'FAST SET' CONTROL MODULE. "ACCESS PANEL' REMOVABLE TWO SIDES •ALL PANELS HAVE FOR ACCESS TO ELEC. TAMPER—PROOF HOOK—UP (BY ELEC. SCREWS w/ TOOL BY Y CON`rR.) & MTG. POST VERDIN. 1 (BY GEN. CONT'R.). I N M �A ULJ® VERDIN DESIGN GROUP 444 Reading Road, (;incinnatl, Ohio 4.520_ 513.241-4010 1.800-543.0488 FAX 613.241-1W THIS DESIGN CONCEPT IS THE EXCLUSIVE PROPERTY OF THE VERDIN COMPANY, AND MAY NOT BE COPIED REPRODUCED. MANUFACTURED, MARKETED.OR SOLE HE T 1$' BASE 1Er BASE IN WHOLE OR ANY PART THEREOF WITHOUT EX PRESS WRITTEN CONSENT OFTHE VERDIN T THE EX (TYP) O'P) 444 READING ROAD, CINCINNATI, OHIO. MODEL No. 48 MODEL No. 4C SCALE• 1/2" —1 tlJM ORAWN eY GLFJ ORAWING NUMBER C 95 CLK/ DATE, 7/15/95 REVISED: A 1704-1 13 'BEZEL! ty TYP EA. SIDE n ' COVETIr TH'X CLEAR LEXAN TYP E4, SIDE *STD 'ROMAN' NUMERAL DIAL WITH 'SPADE HANDS (SHOWN) 5 OPEN'G. FOR ACCESS w/ COVERS IFA SIDE 'PHOTO CELL' AUTO 'ON' AT DUSK do 'OFr AT DAWN, ! SIDE ELEVATION i SPECIFICATIONS: o S TWO FACED 36 inch LEGIBLE 31-3/4 inch REAR ILLUMINATED FACE WITH "SPADE" HANDS. w CAST IRON POST WEATHER PROOF b FINISH COLORS OPTIONS AVAILABLE ` � m llu0 'ACCESS PANEL REMOVABLE ONE SIDE FOR ACCESS TO 'FAST SET' CONTROL MODULE. "ACCESS PANEL' REMOVABLE TWO SIDES •ALL PANELS HAVE FOR ACCESS TO ELEC. TAMPER—PROOF HOOK—UP (BY ELEC. SCREWS w/ TOOL BY Y CON`rR.) & MTG. POST VERDIN. 1 (BY GEN. CONT'R.). I N M �A ULJ® VERDIN DESIGN GROUP 444 Reading Road, (;incinnatl, Ohio 4.520_ 513.241-4010 1.800-543.0488 FAX 613.241-1W THIS DESIGN CONCEPT IS THE EXCLUSIVE PROPERTY OF THE VERDIN COMPANY, AND MAY NOT BE COPIED REPRODUCED. MANUFACTURED, MARKETED.OR SOLE HE T 1$' BASE 1Er BASE IN WHOLE OR ANY PART THEREOF WITHOUT EX PRESS WRITTEN CONSENT OFTHE VERDIN T THE EX (TYP) O'P) 444 READING ROAD, CINCINNATI, OHIO. MODEL No. 48 MODEL No. 4C SCALE• 1/2" —1 tlJM ORAWN eY GLFJ ORAWING NUMBER C 95 CLK/ DATE, 7/15/95 REVISED: A 1704-1 (A T " TAi 8�, j o F X0rn di (TO EA. TIMEPIECE] No. C&ONANNAAMN VIAME TWO—WAY f — _' TIMEPIECESRM CEU i LIGHT (6) CONDUCTOR CABLE IN POST m m 0 R W G GND JUNCTION BOX AT BASE OF POST CLOCK GR BLK— PHOTO CELL I BLU_ LIGHTS 'ON' v GNp R— REG, RUN 0-- FAST SET CRN— GROUND W 8LK— COMMON "--w 10 AMP FUSE I REG. OF)` FAST RUN ® SET TE SWITCH O (3) No.12 WIRES w/GND CONTROL BOX RUN IN CONDUIT TO LOCATED AT BASE POST CLOCK BY ELEC. CONT'R. OFF OF POSTCLOCK. HOTO Q LIGHTS S CELL "ON' Z Z O � & z o ® VERDIN DESIGN GROUP _Tj CF 1 15 VAC 444 Reading Road, Cincinnati, Ohio 45202 BO Hz g l &" 1-4010 1.800-643-0496 FAX 613.841.1869 20 AMP SINGLE PHASE THIS DESIGN CONCEPT IS TMC CXCLUSIVE PROPERTY PANY, ANO MAY NOT BE COPICO. (UNINTERRUPTED) IPEPROOVCCDMANUFACTVRCO MARKETLD. OR SSOLO IN W"O(-E c* ANY PART THEREOF RTTNOVT THC EX- FUSED SWITCH ® PRCSS wRITTZ►/ CONSENT OF TH[ VCROIN COMPANY, AAA RCAOINO ROAO. C1NCINNATI.OH1O. OR CIRCUIT BREAKER OCALK P,E YRAWN rt G FJ ORA��IA NM NKR VLA 95 nEC/ STD. —2F wTc A/17/95 _ SWITCH—BOX SECTION 02510 ASPHALTIC CONCRETE PAVING 1 PART - GENERAL -- 1.1 SUMMARY A. Section Includes 1. Asphaltic concrete paving. B. Performance Requirements 1. Paving: Designed for medium duty commercial vehicles. r 1.2 REFERENCES A. The Asphalt Institute - Manual MS -4 - The Asphalt Handbook. B. The Asphalt Institute - Manual MS -13 - Asphalt Surface Treatments for Asphalt Penetration Macadam. C. ASTM D 692 - Specification for Course Aggregate for Bituminous Paving Mixtures. ` D. ASTM D 946 - Specification for Penetration -Graded Asphalt Cement for Use in Pavement Construction. E. ASTM D 1073 - Fine Aggregates for Bituminous Paving Mixtures. F. ASTM D 3381 - Specification for Viscosity -Graded Asphalt Cement for use in Pavement '~ Construction. G. ASTM D 3515 - Specification for Hot -Mixed, Hot -Laid Bituminous Paving Mixtures. H. ISPWC: Idaho Standards for Public Works Construction, Section 800. 1.3 SUBMITTALS A. Submit design mix under provisions of Division One.. 1.4 QUALITY ASSURANCE A. Regulatory Requirements 1. Perform work in accordance with the latest edition of the Idaho Standards for Public Works Standards Section 800, City and County Standards. 2. Mixing Plant: Conform to the latest edition of the Idaho Standards for Public Works Construction Section 800 and comply with ASTM D 3515. gp 02510/1 2/3/99 3. Obtain materials from same source throughout. 1.5 DELIVER, STORAGE, AND HANDLING- not used. 1.6 PROJECT/SITE CONDITIONS A. Do not place asphalt when base surface temperature is less than 40 degrees F. or surface is wet or frozen. B. Place asphalt when ambient air temperature is at least 40 degrees F. and rising. 1.7 SEQUENCING - not used. 1.8 EXTENDED WARRANTY - not used. 1.9 MAINTENANCE - not used. 2 PART - PRODUCTS 2.1 MANUFACTURERS - not used. 2.2 MATERIALS A. Asphalt Cement: ASTM D 946 for penetration -grading material; ASTM D 3381 for viscosity grade material. B. Aggregate for Binder Course Mix: Idaho Standards for Public Works Construction. Sound, angular crushed stone, crushed gravel, or properly cured crushed blast furnace slag, complying with ASTM '— D 692-88. C. Fine Aggregate: Idaho Standards for Public Works Construction. Sharp -edged natural sand or sand prepared from stone, properly cured blast furnace slag, gravel or combinations thereof, complying with ASTM D 1073. D. Mineral Filler: Finely ground particles of limestone, hydrated lime or other mineral dust, free of foreign matter. 2.3 MANUFACTURED UNITS - not used. 2.4 EQUIPMENT - not used. 2.5 COMPONENTS - not used. 2.6 ACCESSORIES A. Tack Coat: Homogeneous, medium curing, liquid asphalt. B. Soil Sterilant: Approved Products: gp 02510/2 2/3/99 1. Arsenal 2. Mixture of Roundup and Surflan 2.7 ASPHALT PAVING MIX A. Use dry material to avoid foaming. Mix uniformly. B. Surface Course: 5 to 7 percent of asphalt cement by weight in mixture in accordance with Asphalt Institute Manual MS -4. 2.8 FABRICATION - not used. 2.9 SOURCE QUALITY CONTROL A. Provide mix design for asphalt. B. Submit proposed mix design for review prior to commencement of work. C. Test samples in accordance with The Asphalt Institute Manual. 3 PART - EXECUTION 3.1 EXAMINATION A. Verify base conditions. —" B. Verify that compacted granular base or existing asphalt is dry and ready to support paving and imposed loads. -- C. Verify gradients and elevations of base are correct. 3.2 SUB -BASE A. Section 02231 - Aggregate Base Course forms the base construction for work of this Section. 3.3 PREPARATION - TACK COAT A Apply tack coat to all surrounding concrete and old asphalt contact surfaces of paving. B. Longitudinal bituminous joints shall be vertical and properly tacked if cold. Transverse joints shall always be tacked. 3.4 PLACING ASPHALT PAVEMENT - SINGLE COURSE A Place asphalt within 24 hours of applying tack coat. Place hot -mixed asphalt mixture on prepared surface, spread and strike off. Spread mixture at minimum temperature of 225 deg. F (107 deg. C). Place areas inaccessible to equipment by hand. Place each course to required grade, cross-section and compacted thickness. gp 02510/3 2/3/99 gP B. Place to thickness in schedule at end of Section. C. Compact pavement by rolling to a minimum of 95% of the marshall density for mix design. Do not displace or extrude pavement from position. Hand compact in areas inaccessible to rolling equipment. D. Make joints between old and new pavements, or between successive days' work, to ensure -- continuous bond between adjoining work. Construct joints to have same texture, density and smoothness as other sections of hot -mixed asphalt course. Clean contact surfaces and apply tack coat. E. Develop rolling with consecutive passes to achieve even and smooth finish, without roller marks. F. At all areas where asphalt does not terminate at concrete, hand tamp edge straight, remove excess — to form a straight line. G. Place asphalt per ISPWC standards to achieve a consistent smooth surface free of roller marks and rock pockets. Unsatisfactory areas will be required to be redone at the contractors expense. H. Finished surface shall be free from pockets, uniform in texture, clean and smooth. 3.5 TOLERANCES A. Flatness: Maximum variation of 1/4 inch measured with 10 foot straight edge. B. Scheduled Compacted Thickness: Within 1/2 inch. C. Variation from True Elevation: Within 1/2 inch. 3.6 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Division One. B. Take samples and perform tests in accordance with The Asphalt Institute. 3.7 PROTECTION A Immediately after placement, protect pavement from mechanical injury for 15 days. B. Erect barricades to protect paving from traffic until mixture has cooled enough not to become marked. 3.8 SCHEDULES - *refer to Section 02223 for fill. A. In Public Right -of -Way, lay asphalt to finish thickness and number of courses as required to meet City specifications, as show on the plans. END OF SECTION 02510/4 2/3/99 r. SECTION 02519 CONCRETE PAVERS PART1 GENERAL 1.1 SECTION INCLUDES A. Concrete pavers. B. Sand. C. Sand joints. 1.2 RELATED SECTIONS A. Section 02223 - Backfilling: Compacted fill preparation. 1.3 REFERENCES - not used. 1.4 SYSTEM DESCRIPTION A. Paving and Setting Bed: To accommodate pedestrian traffic. 1.5 SUBMITTALS FOR REVIEW Division 1- A. Division One - Submittals: Procedures for submittals. B. Product Data: Provide data on characteristics of paver unit, special shapes, dimensions, and setting. C. Samples: Submit five sample paver units illustrating color, surface finish, texture and pattern. 1.6 QUALIFICATIONS A. Paver Manufacturer: Company specializing in manufacturing the Products specified in this section with minimum five years documented experience. B. Installer: Company specializing in performing the work of this section with five years documented experience. -" 1.7 MOCKUP A. Size: 100 sq ft. B. Install sand setting bed, brick pavers, and accessories to pattern indicated. gp 02519/1 2/3/99 C. Show range of shades, color, and texture of pavers. D. Mockup may remain as part of the Work. 1.8 ENVIRONMENTAL REQUIREMENTS A. Do not install mortar when surrounding air or substrate surface temperature is below 50 degrees F (10 degrees C) prior to, during, and 48 hours after completion of work. B. At end of working day, or during rainy weather, cover work exposed to weather with.waterproof coverings, securely anchored. PART 2 PRODUCTS 2.1 MANUFACTURERS .� A. Manufacturers: 1. Types and models as noted on the schedule at the end of this section. 2.2 PAVER MATERIALS A. Pavers: Sizes and color as noted on the schedule at the end of this section. Pattern as noted on the drawing. 2.3 SAND MATERIALS A. Sand for Base (Leveling Course): Clean washed river or bank sand containing a graduation as shown: Sieve Size % Passing 3/8" 100 No. 4 95-100 No. 8 80- 100 No. 16 50- 85 No. 50 10-30 No. 100 5-15 No. 200 0-10 B. Sand for Joints: Fine, sharp, masonry sand with 100 percent passing the No. 16 (1.18 mm) sieve and no more than 10 percent passing the No. 200 (0.075 mm) sieve. —. 2.3 ACCESSORIES A. Cleaning Solution: Type recommended by paver manufacturer. PART 3 EXECUTION 9P 02519/2 2/3/99 3.1 INSTALLATION - General A. Do not use unit pavers with chips, cracks, voids, discolorations and other defects that might be visible or cause staining in finished work. B. Mix pavers from several pallets or cubes as they are placed to produce uniform blend of colors and textures. C. Cut unit pavers with motor -drive masonry saw equipment to provide clean, sharp, unchipped edges. Cut units to provide pattern indicated and to fit adjoining work neatly. Use full units without cutting where possible. Hammer cutting is not acceptable. 1. For concrete pavers, a block splitter may not be used. -- D. Joint Pattern: As indicated on the drawings. E. Tolerances: Do not exceed 1/32 inch (0.8 mm) unit -to -unit offset from flush (lippage) nor 1/8 inch in 10 feet (3 mm in 3 m) from level, or indicated slope, for finished surface or paving. 3.2 EXAMINATION A. Verify substrate is ready to support pavers and imposed loads. B. Verify gradients and elevations of substrate are correct. 3.3 INSTALLATION - SAND SETTING BED A. Spread sand evenly over prepared substrate surface to a nominal thickness of 1 inch. B. Dampen and roller compact sand to level surface. C. Screed and scarify top '/2 inch (13 mm) of sand. D. Treat leveling base with soil sterilizer to prohibit growth of grass and weeds. E. Place paver units in pattern noted on the drawings. F. Set pavers with a minimum joint width of 1/16 inch (1.5 mm) and a maximum of 1/8 inch (3 mm), being careful not to disturb leveling base. If pavers have spacer bars, place pavers hand tight against spacer bars. Use string lines to keep straight lines. Fill gaps between units that exceed 3/8 inch (10 mm) with pieces cut to fit from full-size unit pavers. I . When installation is performed with mechanical equipment, use only unit pavers with spacer bars on sides of each unit. G. Place half units or special shaped units at edges and interruptions. Maintain tight joints. Machine saw partial units. gp 02519/3 2/3/99 H. Vibrate pavers into leveling course with a low -amplitude plate vibrator capable of a 3500- to 5000- lbf (16- to 22-kN) compaction force at 80 to 90 Hz. Perform at least 3 passes across paving with vibrator. Vibrate under the following conditions. _ 1. After edge pavers are installed and there is a complete surface or before surface is exposed to rain. 2. Before ending each day's work, fully compact installed pavers within 36 inches (900 mm) of the laying face. Cover the open layers with nonstaining plastic sheets overlapped 48 inches (1200 mm) on each side of the laying face to protect it from rain. I. Spread dry sand and fill joints immediately after vibrating pavers into leveling course. Vibrate pavers and add sand until joints are completely filled, then remove excess sand. Leave a slight surplus of sand on the surface for joint filling. J. Do not allow traffic on installed pavers until sand has been vibrated into joints. —► K. Repeat joint -filling process 30 days later. r.. 3.4 REPAIR, POINTING, CLEANING AND PROTECTION A. Remove and replace unit pavers that are loose, chipped, broken, stained or otherwise damaged or if units do not match adjoining units as intended. Provide new units to match adjoining units and install in same manner as original units, with same joint treatment to eliminate evidence of replacement. 3.5 CLEANING A. Do not clean pavers until pavers and mortar are dry. B. Clean soiled surfaces using cleaning solution. Do not harm pavers, joint materials, or adjacent surfaces. C. Use non-metallic tools in cleaning operations. D. Rinse surfaces with clean water. E. Broom clean paving surfaces. Dispose of excess sand. 3.6 PROTECTION OF FINISHED WORK A. Protect installed work. B. Do not permit traffic over unprotected paver surface. C. Protect paver surface with sheets of plywood until complete site construction is complete. D. Do not permit traffic for 48 hours after pavement placement gp 02519/4 2/3/99 1 3.7 SCHEDULE A. Concrete pavers: #306, 4" x 8" rectangle concrete pavers, red/black blend color, at Builders Masonry Products, Meridian, Idaho, or approved equal. END OF SECTION gP 02519/5 2/3/99 SECTION 02520 PORTLAND CEMENT CONCRETE PAVING 1 PART - GENERAL 1.1 SUMMARY A. Section Includes 1. Concrete sidewalks, curbs, gutters and water basin. 2. Joint filler. 3. Miscellaneous items as shown. 1.2 REFERENCES _ A. ACI 301 - Specifications for Structural Concrete for Buildings. B. ACI 304 - Recommended Practice for Measuring, Mixing, Transporting and Placing _ Concrete. C. ASTM A 615 - Specification for Deformed and Plain Billet -Steel for Concrete Reinforcement. D. ASTM C 33 - Specification for Concrete Aggregates. _ E. UBC Standard 19-3/ASTM C 94 - Specification for Ready Mix Concrete. _ F. UBC Standard 19-1/ASTM C 150 - Specification for Portland Cement G. ASTM C 260 - Specification for Air -Entraining Admixtures for Concrete. H. ASTM C 309 - Specification for Liquid Membrane -Forming Compounds for Curing Concrete. 1. ASTM C 494 - Specification for Chemical Admixtures for Concrete. J. UBC Standard 19-7/ASTM C 143 - Test Method for Slump of Portland Cement Concrete 1.3 SUBMITTALS A. Product Data: Provide data on joint filler, admixtures and curing compounds. _ B. Submit shop drawings of reinforcing steel. 1. Indicate reinforcement sizes, spacings, locations and quantities of reinforcing gp 02520/1 2/3/99 steel, bending and cutting schedules, splicing, and supporting and spacing devices. C Submit concrete slab control joint layout. D. Provide mix design. 1.4 QUALITY ASSURANCE A. Perform work in accordance with ACI 301 requirements and State of Idaho Public Works Standards, Section 700. B. Obtain cementitious materials from same source throughout. C. Regulatory Requirements 1. Conform to City Standards for paving work on public property. 1.5 DELIVERY, STORAGE, AND HANDLING - not used. 1.6 PROJECT/SITE CONDITIONS A. Do not place concrete when base surface temperature is less than 40 degrees F, or surface is wet or frozen. 1.7 SEQUENCING AND SCHEDULING - not used. 1.8 EXTENDED WARRANTY - not used. 1.9 MAINTENANCE - not used. 2 PART - PRODUCTS 2.1 MANUFACTURERS - not used. _ 2.2 MATERIALS A. Form Materials: Conform to ACI 301. B. Reinforcement 1. Reinforcing Steel: ASTM A 615; 40 yield grade; deformed billet steel bars. 2. Dowels: ASTM A 615; 40 yield grade, plain steel, uncoated galvanized finish. r C. Concrete Materials 1. Provide in accordance with City Standards and Idaho Standards for Public gh 02520/2 2/3/99 Works Construction. 2. Fine and Coarse Mix Aggregates: ASTM C 33. a. Maximum size aggregate shall be 3/4 inch for slabs -on -grade, sidewalks, curbs, gutters, and catch basins. b. Fine aggregate shall be clean, hard, strong durable natural mineral particles free of chemicals or other coatings that would affect bonding of the cement paste. 3. Water: Potable, not detrimental to concrete. 4. Air Entrainment: ASTM C 260. 5. Chemical Admixture: ASTM C 494, Type A - Water Reducing. 2.3 MANUFACTURED UNITS - not used. 2.4 EQUIPMENT - not used. 2.5 COMPONENTS - not used. 2.6 ACCESSORIES A. Curing Compound: ASTM C 309, Type 1, Class A, water based. B. Joint Filler: 1. Type "A" ASTM D1751 type; 1/2 thick. Fiber Joint Filler. Provide resilient and non -extruding type premolded bituminous -impregnated fiberboard units complying with ASTM D175. 2. Type "B" - Equal to "Strip Joint" as manufactured by A.C. Horn, Inc., 12116 Conway Rd., Beltsville, MD 20705 (800) 654-0402. C. Joint Sealers: As specified on the drawings. 2.7 MIXES - Concrete - By Performance Criteria A. Mix concrete in accordance with ACI 304. Deliver concrete in accordance with ASTM C 94. B. Select proportions for normal weight concrete in accordance with ACI 301 Method 1. C. Provide concrete to the following criteria: 1. Compressive Strength: 2000 psi @ 7 days. 2. Compressive Strength: 3000 psi @ 28 days. 3. Slump: 1 to 3 inches in accordance with UBC Standard 19-7. 4. Entrained Air: 6% plus 1 1/2%. gp 02520/3 2/3/99 5. Portland Cement: Type I or 11. D. Use accelerating admixtures in cold weather only when approved by Architect. Use of admixtures will not relax cold weather placement requirements. E. Do not use calcium chloride. F. Use set retarding admixtures during hot weather only when approved by Architect. 2.8 FABRICATION - not used. 2.9 SOURCE QUALITY CONTROL - not used. 3 PART - EXECUTION 3.1 EXAMINATION ,.., A. Verify base conditions. B. Verify compacted, granular base is acceptable and ready to support paving and imposed loads. C. Verify gradients and elevations of base are correct. ., D. Sub -Base: 1. Section 02231 - Aggregate Base Course forms the base construction for work of this Section. 3.2 PREPARATION A. Moisten base to minimize absorption of water from fresh concrete. B. Coat surfaces catch basin frames with oil to prevent bond with concrete pavement. C. Notify Architect minimum 24 hours prior to commencement of concreting operations. 3.3 EXECUTION A. Forming 1. Place and secure forms to correct location, dimension, and profile. 2. Assemble form work to permit easy stripping and dismantling without damaging concrete. 3. Place joint filler vertical in position, in straight lines. Secure to form work during concrete placement. gp 02520/4 2/3/99 B. Joints 1. Place Type "A" expansion joints on sidewalk, mow strips and curbs at 18 foot intervals and at curves, tangents and corners, unless shown differently on drawings. Align curb, gutter, and sidewalk joints. -- 2. Place Type `B" joint filler between paving components and building, columns, concrete footings, or other appurtenances. Recess top of filler 1/2 inch for sealant placement by Section 07900. a. Use Type `B" joint filler on concrete drainage valleys @ 30 feet of center. 3. Provide scored joints at 6 feet intervals unless shown differently on drawing. Align curb, gutter and sidewalks joints. — 4. Scored joints shall be 1/4 (one-quarter) the depth of the slab minimum. C. REINFORCEMENT 1. Place reinforcement as indicated on drawings. 2. Interrupt reinforcement at expansion joints. D. Placing Concrete 1. Place concrete in accordance with City Standards and Idaho Standards for Public Works. 2. Ensure reinforcement, inserts, embedded parts, and formed joints are not disturbed during concrete placement. 3. Place concrete continuously between predetermined construction joints. Do not break or interrupt successive pours such that cold joints occur. 4. Place concrete to pattern indicated. E. Finishing 1. Paving: Light Broom. 2. Sidewalk Paving: Light broom, radiused to 1/2 inch radius, and trowel joint edges. 3. Curbs and Gutters: Light broom. 4. Exposed Walls: Finish with a hand -rubbed finish. 5. Direction of Texturing: Transverse to pavement direction. gp 02520/5 2/3/99 7. Place curing compound on exposed concrete surfaces immediately after finishing. Apply in accordance with manufacturer's instructions. 3.4 FIELD QUALITY CONTROL A. Three concrete test cylinders will be taken for every 75 or less cu yds of each class of -- concrete placed each day. B. One additional test cylinder will be taken during cold weather and cured on site under -- same conditions as concrete it represents. C. One slump test will be taken for each set of test cylinders taken. ,.., D. Maintain records of placed concrete items. Record date, location of pour, quantity, air temperature, and test samples taken. 3.5 ADJUSTING - not used. 3.6 CLEANING - not used. 3.7 DEMONSTRATION - not used. 3.8 PROTECTION A. Immediately after placement, protect pavement from premature drying, excessive hot or cold temperatures, and mechanical injury. B. Place curing membrane per manufacturer's written instructions. C. Do not permit pedestrian or vehicular traffic over pavement for 7 days minimum after finishing. -. 3.9 SCHEDULES A. Concrete Sidewalks: 3,000 psi 28 day concrete, 4 inches thick, light broom finish. B. Curbs and Gutters: 3,000 psi 28 day concrete, as shown on drawings, light broom finish. D. Walls: 3000 psi 28 day concrete, as shown on drawings, hand -rubbed finish. END OF SECTION I gP 02520/6 2/3/99 SECTION 02722 SITE STORM SEWAGE SYSTEMS 1 PART - GENERAL — 1.1 SUMMARY A. Section Includes 1. Storm drainage piping, fittings, and accessories. ._ 2. Catch basins, grates and frames. 1.2 REFERENCES r A. ASTM D 3034 - Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings. B. AASHTO M-252, 3 to 10 inch pipe, "Specifications for Corrugated Polyethylene Pipe". C. AASHTO M-294, 12" to 36" pipe, "Specification for Corrugated Polyethylene Pipe" D. ASTM C 478 - Specification for Pre -cast Reinforced Concrete Manhole Sections. E. ASTM C 923 - Specification for Resilient Connectors between Reinforced Concrete Manhole Structures, Pipes and Laterals. '- F. ASTM C 443 - Specification for Joints for Circular Concrete Sewer and Culvert Pipe, using Rubber Gaskets. — G. ASTM F447 - Elastomeric Seals (Gaskets) for Joining Plastic Pipes. H. ASTM C 150 - Specification for Portland Cement. 1. ASTM C 33 - Specification for Concrete Aggregates. J. ASTM A 185 - Specification for Steel Welded Wire Fabric for Concrete Reinforcement, _ K. ASTM 615 - Specification for Deformed and Plain Billet -Steel Bars for Concrete Reinforcement. L. ASTM A 536 - Specification for Ductile Iron Castings. M. ASTM D 698 - Test Method for Moisture Density Relations of Soils and 913 02722/1 2/3/99 gP Soil -Aggregate Mixtures using 5.5 lb. (2.49 kg..) Rammer and 12 inch Drop. N. ASTM D 1869 - Specification for Rubber Rings for Asbestos -Cement Pipe. O. ASTM D 2321 - Practice for Underground Installation of Thermoplastic Pipe for Sewers and other Gravity -Flow Applications. P. ASTM C 891 - Practice for Installation of Underground Pre -cast Concrete Utility Structures. 1.3 SUBMITTALS A. Submit shop drawings. B. Submit product data indicating pipe, pipe accessories. C. Submit manufacturer's installation instructions under provisions of Division One. D. Project Record Documents 1. Accurately record location of pipe runs, connections, catch basins, cleanouts, and invert elevations. 2. Identify and describe unexpected variations to subsoil conditions or discovery of uncharted utilities. 1.4 QUALITY ASSURANCE A. Regulatory Requirements 1 Conform to Idaho Public Works Standards and local codes for materials and installation of the Work of this Section. 2. Comply with applicable portions of all environmental agency regulations pertaining to storm sewerage systems. 1.5 DELIVERY, STORAGE AND HANDLING - not used. 1.6 PROJECT/SITE CONDITIONS - not used. 1.7 SEQUENCING AND SCHEDULING - not used. 1.8 EXTENDED WARRANTY - not used. 1.9 MAINTENANCE - not used. 02722/2 2/3/99 0-% 1 ^ 1 2 PART - PRODUCTS 2.1 MANUFACTURERS - not used. 2.2 MATERIALS A. Sewer Pipe: 1. Provide pipe and pipe fitting materials compatible with each other. Where more than one type of materials or products is indicated, selection is Installer's option. 2. Plastic Pipe: ASTM D 3034, SDR 35, polyvinyl chloride (PVC) material; inside nominal diameter as indicated, bell and spigot style solvent sealed end joints or gasketed. a. Perforated Pipe: V holes drilled at 9" o.c. 2 rows at 30 degrees. B. Fill Material 1. Crushed Gravel: Type B specified in Section 02223. C. Drain Aggregate —' A. Coarse Aggregate: Clean, washed crushed stone free from shale, clay, organic materials or debris; graded to the following limits: '— Sieve Size Percent Passing 3 inch 100 1 inch 95 to 100 3/4 inch 90 to 100 5/8 inch 45 to 75 1/2 inch 30 to 40 3/8 inch 10 to 15 1/4 inch 3 to 5 No. 4 0 D. Filter Fabric Wrap 1. 4.0 ounces per square yard, non -woven filter fabric. Dupont "Typar" style 3401 or approved equal. 2.3 MANUFACTURED UNITS - not used. 2.4 EQUIPMENT - not used. 2.5 COMPONENTS gP 02722/3 2/3/99 A. Pre Cast Concrete Area Drains: 1. Dura Drain Precast Concrete Inlet Top, Model P6, with 12" square inlet opening and fiber reinforced concrete @ 3000 psi. a. Grates to be Cast Iron Grate, bolt down. Grates installed at sidewalks to be A.D.A. approved close mesh grates, bolt down. b. Gasketed water tight joints. C. Provide removable plastic debris grate. d. Hub Adapters shall be American Drainage 6000 series Plastic Catch Basin, Model A-7092 or A-6094 with 6" outlet cover for basin and required fittings. Available from: Kri Star Enterprises 422 Larkfield Center Suite 271 Santa Rosa, CA 95403 (800)579-8819 2.6 ACCESSORIES A. Pipe Joints: Neoprene ribbed gasket for positive seal. B. Fittings: Same material as pipe, molded or formed to suit pipe size and end design, in required'T, bends, elbows, cleanouts, reducers, traps, and other configurations required. C. Metallic -Lined Plastic Underground Warning Tapes: Polyethylene plastic tape with metallic core, 6 inches wide by 4 mils thick, solid green in color with continuously printed caption in black letters "Caution - Sewer Line Buried Below." 2.7 MIXES - not used. 2.8 FABRICATION - not used. 2.9 SOURCE QUALITY CONTROL - not used. ^ 3 PART - EXECUTION 3.1 EXAMINATION ^ A. Site Information: Verify that storm sewage system piping may be installed in compliance with original design and referenced standards. ^ B. Verify that trench cut and excavation base is ready to receive work, and excavations, dimensions, and elevations are as indicated on Drawings. 91) 02722/4 2/3/99 C. Beginning of installation means acceptance of existing conditions. 3.2 PREPARATION A. Hand trim excavations to required elevations. Correct over excavation with fill material of coarse aggregate. B. Remove large stones or other hard matter which could damage drainage tile or impede consistent backfilling or compaction. C. Shape bottom of trench to fit bottom of pipe. Fill unevenness with tapped sand backfill. Dig bell rolls at each pipe joint to relieve the bells of all loads and to ensure continuous bearing of the pipe barrel on the foundation. 3.3 EXECUTION A. General Locations and Arrangements: Drawings (plans and details) indicate the general location and arrangement of the underground storm sewerage system piping. Location and arrangement of piping layout take into account many design considerations. Install them i as indicated, to the extent practical. p p g 1. Install piping beginning at low point of systems, true to grades and alignment indicated with unbroken continuity of invert. Place bell ends of piping facing upstream. Install gaskets, seals, sleeves, and couplings in accordance with manufacturer's recommendations for use of lubricants, cements, and other installation requirements. Maintain swab or drag in line and pull past each joint as it is completed. 2. Use catch basins for changes in direction, except where a fitting is indicated. Use fittings for branch connections, except where direct tap into existing sewer is indicated. 3. Use proper size increasers, reducers, and couplings, where different size or material of pipes and fittings are connected. Reduction of the size of piping in the direction of flow is prohibited. B. Pipe 1. Install pipe, fittings, and accessories in accordance with ASTM D 2321 and Manufacturer's instructions. Seal joints watertight. 2. Lay pipe to slope gradients as indicated on drawings. 3. Backfill pipe with Type B or D fill material (Section 02223) to subgrade elevation, compacted to 95% per ASTM D 698. gP 02722/5 2/3/99 gP 4. Place backfill in maximum 12 inch lifts, consolidating each lift. 5. Install continuous plastic underground warning tape during backfilling of trench. Locate 12" below finish grade, directly over --- piping. 6. Refer to Section 02225 for trench requirements. 7. Increase compaction of each successive lift. Refer to Section 02223 for compaction requirements. Do not displace or damage pipe when compacting. C. Catch Basins 1. Place pre -cast concrete catch basins sections as indicated, and install in accordance with ASTM C 891. 2. Form bottom of excavation clean and smooth to correct elevations. 3. Establish elevations and pipe inverts for inlets and outlets as indicated. 4. Mount lid and frame level in grout, secured to top section to elevation indicated. Install temporary filter fabric under frames during construction duration. G. Tap Connections 1. Protect existing piping and structures to prevent concrete or debris from entering while making connections. Remove debris, concrete or other extraneous material that may accumulate. 3.4 FIELD QUALITY CONTROL A. Request inspection by Architect 24 hours prior to and immediately after placing filter aggregate cover over pipe. B. Testing: As directed by Architect. .. C. Interior Inspection: Inspect piping to determine whether line displacement or other damage has occurred. 1. Make inspections after pipe between catch basin and catch basin locations has been installed and approximately 2 feet of backfill _ is in place, and again at completion of project. 2. If inspection indicates poor alignment, debris, displaced pipe, infiltration, or other defects, correct such defects and reinspect. 02722/6 2/3/99 .. 1 3.5 ADJUSTING - not used. 3.6 CLEANING A. Cleaning: Clear interior of piping and structures of dirt and other superfluous material as work progresses. Maintain swab or drag in piping and pull past each joint as it is completed. 1. In large, accessible piping, brushes and brooms may be used for cleaning. _ 2. Place plugs in ends of uncompleted pipe at end of day or whenever work stops. 3. Flush piping between manholes, if required by local authority, to remove collected debris. 4. After substantial completion, remove temporary filter fabric from —' catch basin frames. 3.7 DEMONSTRATION - not used. 3.8 PROTECTION A. Protect finished installation. B. Protect pipe from damage or displacement until backfilling operation is in progress. 3.9 SCHEDULES - not used. END OF SECTION 9P 02722/7 2/3/99 SECTION 02732 SITE SANITARY SEWERAGE SYSTEM PART 1 - GENERAL 1.1 SUMMARY A. Section Includes 1. Sanitary sewerage piping, fittings, accessories and bedding. 2. Connection of sanitary system to public sewer system. -' 1.2 REFERENCES A. ASTM D 698 - Test Methods for Moisture -Density Relations of Soils and Soil -Aggregate — Mixtures, Using 5.5 lb, Rammer and 12 inch drop. B. ASTM D 3034 - Specification for Type PSM Poly (Vinyl Chloride) (PVC) Sewer Pipe and — Fittings. C. ASTM D 1785 - Specification for Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80 — and 120. D. ASTM D 2922 - Test Methods for Density of Soil and Soil -Aggregate in Place by Nuclear — Methods (Shallow Depth). E. ASTM D 3017- Test Methods for Water Content of Soil and Rock in Place by Nuclear — Methods. F. ISPWC - Latest Edition. G. Definitions 1. Bedding: Fill placed under, beside and directly over pipe, prior to subsequent backfill — operations. 1.3 SUBMITTALS A. Product Data: Provide data indicating pipe, pipe accessories, and drainage fill material. B. Project Record Documents I . Record location of pipe runs, connections, cleanouts and invert elevations. 2. Identify and describe unexpected variations to subsoil conditions or discovery of unchartered utilities. 1.4 QUALITY ASSURANCE gp 02732/1 2/3/99 A. Regulatory Requirements 1. Conform to Idaho State Public Works Standards and local District Health Department. _. 1.5 DELIVERY, STORAGE AND HANDLING - not used. 1.6 PROJECT/SITE CONDITIONS A. Verify that field measurements and elevations are as indicated. 1.7 SEQUENCING AND SCHEDULING A. Coordinate the Work with termination of sanitary sewer connection outside structures, and trenching. 1.8 EXTENDED WARRANTY - not used. 1.9 MAINTENANCE - not used. PART 2 - PRODUCTS 2.1 MANUFACTURERS - not used. 2.2 MATERIALS A. Sewer Pipes 1. Plastic Pipe: ASTM D 3034, SDR 35, Type PSM, Poly(Vinyl Chloride) (PVC) material; inside nominal diameter as indicated, bell and spigot style solvent sealed joint end. B. Pipe Accessories: 1. Fittings: Same material as pipe molded or formed to suit pipe size and end design, in required tee, bends, elbows, clean -outs, reducers, traps and other configurations required. 2. Pipe Joints: Jeoprene ribbed gasket for positive seal C. Bedding Materials 1. Aggregate Bedding: Fill Type B as specified in Section 02223. 2.3 MANUFACTURED UNITS - not used. 2.4 EQUIPMENT - not used. ... 2.5 COMPONENTS - not used. 2.6 ACCESSORIES gp 02732/2 2/3/99 A. Trace Wire: Magnetic detectable conductor, brightly colored plastic covering, imprinted with "Sewer Service" in large letters. B. Cleanouts: 1 • General: Provide cast-iron ferrule and countersunk brass cleanout plug, with round cast-iron access frame and heavy-duty, secured, scoriated cast-iron cover per ISPWC standard drawing (SD -506). 2.7 MIXES - not used. 2.8 FABRICATION - not used. 2.9 SOURCE QUALITY CONTROL - not used. PART 3 -EXECUTION 3.1 EXAMINATION A. Verify that trench cut is ready to receive work and excavations, dimensions, and elevations _ are as indicated on drawings. B. Site Information: Verify that sanitary sewage system piping may be installed in compliance with original design and referenced standards. C. Beginning of installation means acceptance of existing conditions. 3.2 PREPARATION A. Hand trim excavations to required elevations. Correct over excavation with Type C aggregate. B. Remove large stones or other hard matter which could damage pipe or impede consistent backfilling or compaction. 3.3 EXECUTION A. Bedding 1 • Excavate pipe trench in accordance with Section 02225 for work of this Section. Hand trim excavation for accurate placement of pipe to elevations indicated. 2. Place bedding material in accordance with Section 02223 at trench bottom, level materials in continuous layer not exceeding 4 inches compacted depth, compact to a minimum of 95 percent. 3 • Maintain optimum moisture content of bedding material to attain required compaction density. 4. Shape bottom of trench to ft bottom of pipe. Fill unevenness with tapped sand backfill. Dig bell rolls at each pipe joint to relieve the bells of all loads and to ensure continuous bearing of the pipe barrel on the foundation. gp 02732/3 2/3/99 3.4 INSTALLATION A. General locations and arrangements: Drawings (plans and details) indicate the general location and arrangement of the underground sanitary sewerage system piping. Location and arrangement of piping layout take into account many design considerations. Install the piping as indicated, to the extent practical, conforming to ISPWC Section 505. — 1. Install piping beginning at low point of systems, true to grades and alignment indicated with unbroken continuity of invert. Place bell ends of piping facing upstream. Install gaskets, seals, sleeves and couplings in accordance with _ manufacturer's recommendations for use of lubricants, cements and other installation requirements. Maintain swab or drag in line and pull past each joint as it is completed. 2. Use manholes or catch basins for changes in direction, except where a fitting is indicated. Use fittings for branch connections, except where direct tap into existing sewer is indicated. — 3. Use proper size increases, reducers and couplings, where different size or material of pipes ad fittings are connected. Reduction of the size of piping in the direction of flow is prohibited unless designed. B. Pipe ._ 1. Install pipe, fittings, and accessories in accordance with ASTM D 2321 and manufacturer's instructions. Seal joints watertight. _. 2. Pipe installation and backill shall be consistent with the latest edition of the ISPWC. 3. Lay pipe to slope gradients noted on drawings; with maximum variation from true slope of 1/8 inch in 10 feet. 4. Install bedding at sides and over top of pipe to minimum compacted thickness of 4 inches; compacted to 95 percent. 5. Refer to Section 02225 for trenching requirements. Do not displace or damage pipe when compacting. 6. Connect to structure sanitary sewer outlet and city sewer disposal system. 7. Install trace wire continuous over top of pipe, buried 12 inches below finish grade, above pipe line; coordinate with Section 02225. C. Cleanouts: 1. Form and place cast -in-place concrete pad with provision for sanitary sewer pipe ends. 2. Establish elevations and inverts for inlets and outlets as indicated in drawings. gP 02732/4 2/3/99 3. Install cleanout and extension from sewer pipe to cleanout at grade as indicated. Set cleanout frame and cover in concrete block 18 x 18 x 12 inches deep, except where location is in concrete paving. Set top of cleanout 1 inch above surrounding earth grade or flush with grade when installed in paving. D. Tap Connections: 1. Connect to building sanitary sewer outlet and municipal sewer system. 2. Make connections to existing piping and underground structures so that finished work will conform as nearly as practicable to the requirements specified for new work. 3. Protect existing piping and structures to prevent concrete or debris from entering while making connections. Remove debris, concrete or other extraneous material that may accumulate. 3.5 FIELD QUALITY CONTROL A. Request inspection prior to placing bedding. B. Compaction testing will be performed in accordance with ASTM D 698. C. If tests indicate Work does not meet specified requirements, remove Work, replace and retest -- at no cost to Owner. 3.4 ADJUSTING - not used. 3.5 CLEANING A. Cleaning: Clear interior of piping and structures of dir and other superfluous material as work progresses. Maintain swab or drag in piping and pull past each joint as it is completed. 1. In large, accessible piping, brushes and brooms may be used for cleaning. 2. Place plugs in ends of uncompleted pipe at end of day or whenever work stops. 3. Flush piping between manholes, if required by local authority, to remove collected debris. 3.6 DEMONSTRATION - not used. 3.7 PROTECTION A. Protect pipe and aggregate cover from damage or displacement until backfilling operation is in progress. 3.8 SCHEDULES - not used. END OF SECTION gp 02732/5 2/3/99 SECTION 02811 LANDSCAPE IRRIGATION 1 PART - GENERAL 1.1 SUMMARY A. Section Includes 1. Pipe and fittings, valves, sprinkler heads, accessories, and connections to water source. 2. Control system. B. System Description 1. Electric solenoid controlled underground irrigation system, with pressure blow-out drain. 1.2 REFERENCES A. ASTM D 2564 - Specification for Solvent Cements for Poly (Vinyl Chloride) (PVC) Plastic Piping Systems. B. ASTM D 2241 - Specification for Poly (Vinyl Chloride) (PVC) Pressure -Rate Pipe (SDR Series). C. ASTM C 150 - Specification for Portland Cement. D. ASTM C 33 - Specification for Concrete Aggregates. 1.3 SUBMITTALS A. Submit under provisions of Section 0 13 00. B. Product Data: Provide component and control system and wiring diagrams. C. Samples: Provide one outlet of each type, with housing. Accepted samples may be used in the Work. D. Project Record Documents 1. Submit under provisions of Division One. 2. Accurately record actual locations of all concealed components , piping system, valves, heads, conduit and any other deviations from the bid documents. gp 02811/1 2/3/99 E. Operation and Maintenance Data 1. Submit under provisions of Section 01700. — 2. Provide instructions for operation and maintenance of system and controls, seasonal activation and shutdown, including winterization and blowout, and manufacturer's parts catalog. 3. Provide Operation and Maintenance Instructions on all equipment. 4. Provide schedule indicating length of time each valve is required to be open to provide a determined amount of water. 1.4 QUALITY ASSURANCE A. Qualifications 1. Installer and Manufacturer: Company specializing in performing the work of this section with minimum five years experience. B. Regulatory Requirements 1. Conform to applicable code for piping and component requirements. Procure and pay for all necessary permits and certificates required to complete the work specified. 2. Provide certificate of compliance from authority having jurisdiction indicating approval of products in system. C. Pre -Installation Conference 1. Convene one week prior to commencing work of this Section, under provisions of Section 01039. 1.5 DELIVERY, STORAGE AND HANDLING - not used. 1.6 PROJECT/SITE CONDITIONS A. Verify that field measurements are as indicated on drawings. If discrepancies exist between actual on-site conditions and these plans (i.e. sprinkler head locations), notify the Landscape Architect prior to beginning construction. 1.7 SEQUENCING AND SCHEDULING A. Coordinate work under provisions of Section 0 103 9. B. Coordinate the work with site backfilling, landscape grading and delivery of plant life. 1.8 EXTENDED WARRANTY gP 02811/2 2/3/99 A. Standard one year guarantee stipulated in General Conditions shall include - 1. Filling and repairing depressions and replacing plantings due to settlement of irrigation trenches for one year following acceptance of Project. 2. System can be adequately drained or blown out to protect from freeze damage. 3. System has been adjusted to supply proper coverage of areas to receive water. 1.9 MAINTENANCE A. Furnish extra components under provisions of Division One: 1. Quick Couplers: Furnish two (2) of each size installed 2. Sprinklers: Furnish ten (10) of each type installed. 3. Valve Keys: Furnish two (2) tee -handle units of each type key -operated, control valve installed. 4. Quick Coupler Hose Swivels: Furnish two (2) of each type quick coupler installed. 5. Quick Coupler Operating Keys: Furnish two (2) of each type quick coupler installed. 2 PART -PRODUCTS 2.1 MANUFACTURERS - not used. 2.2 MATERIALS A. Pipe I. Manufacturers: a. Manufacturer's products for all materials are as noted on the Drawings. b. Substitutions: Under provisions of Division One. 2. PVC Pipe: ASTM D 2241; pressure rated upstream from controls (mainline). a. 3 -inch pipe and smaller: Class 200 PVC, SDR21 solvent -weld pipe. 3. PVC Pipe: ASTM D 2241; Class 200 PVC, SDR21, pressure rated downstream from control valves; solvent -weld pipe. (Lateral Lines). .., 4. Fittings: a. Mainline: 3 -inch pipe and larger: PVC fittings, ASTM D 2464, Schedule 80, socket -type, unless shown on drawing. b. Lateral Line: PVC fittings, ASTM D 2464, Schedule 80, socket -type, unless shown on drawing. 5. Solvent Cement: ASTM D 2564 for PVC pipe and fittings. gp 02811/3 2/3/99 _1 6. Sleeve Material: Class 200 PVC pipe. Sleeve diameter shall be two sizes larger than -- pipe installed in sleeve. Extend sleeves six inches minimum beyond walk or pavement edge. B. Outlets L Rotary Type Sprinkler Head: Pop-up type with screens; fully adjustable for flow and pressure; size as indicated; with letter or symbol designating degree of arc and arrow indicating center of spray pattern. 2. Spray Type Sprinkler Head: Pop -Up head with size and pattern as noted on drawings and symbol designating degree of arc. 3. Quick Coupler: As noted on the Drawings. C. Valves 1. Angle Valves: Bronze construction, non -rising stem, inside screw threaded ends and as noted on the Drawings. 2. Valve Box and Cover: Thermo -plastic valve boxes with lockable, snap top lids. Size as required for access, maximum two valves per box. 3. Drain Valve: As noted on the Drawings. D. Irrigation System Controls 1. Controller: As noted on the Drawings. All control wires that are above ground shall be installed in conduit. Electrical wiring shall be installed according to local code. Provide surge protectors in all controllers. 2. Controller Housing: Weatherproof, watertight, with lockable access door. 3. Valves: Electric Solenoid type and size of control valves as noted on the Drawings, including required fittings and accessories. _ 4. Wire: Color coded, copper conductor direct burial, OF -UL listed. All control or "hot" wires shall be red or black. All common or ground shall be white. a. Wire to be size #14 not to exceed 1500 linear feet before sizing up to #12 wire. 2.3 MANUFACTURED UNITS - not used. 2.4 EQUIPMENT - not used. 2.5 COMPONENTS - not used. 2.6 ACCESSORIES - not used. 02811/4 2/3/99 —' 2.7 MIXES - not used. 2.8 FABRICATION - not used. 2.9 SOURCE QUALITY CONTROL - not used. 3 PART -EXECUTION 3.1 EXAMINATION A. Verify site conditions under provisions of Section 01039. B. Verify location of existing utilities. C. Verify that required utilities are available, in proper location, and ready for use. r D. Beginning of installation means installer accepts existing conditions. 3.2 PREPARATION A. Piping layout indicated is diagrammatic only. Route piping to avoid plants, ground cover, and structures. B. Layout and stake locations of system components. C. Review layout requirements with other affected work. Coordinate locations of sleeves under paving to accommodate system. 3.3 EXECUTION A. Trenching 1. Trench in accordance with Section 02225 and 02223. 2. Trench Size: a. Minimum Depth: 18 inches for mainline, sleeves and wires. b. Minimum Depth: 9 inches for lateral lines. C. Minimum Width: 4 inch pipe and larger - 18 inches. d. Minimum Width: 3 inch pipe and smaller - according to manufacturer recommendations. 3. Trench to accommodate grade changes and slope to drains. 4. Maintain trenches free of debris, material, or obstructions that may damage pipe. B. System Components 1. Install pipe, valves, controls, and outlets in accordance with manufacturer's 9P 02811/5 2/3/99 instructions. Install manual drain valves at all low spots on mainline system. 2. Set outlets, heads and box covers at finish grade elevations. Place 6 inches minimum of gravel below control valves for drainage. Maintain 4 inches minimum between bottom of valves and top of gravel. Valve box shall be reasonably free from dirt and debris. Install sprinkler heads minimum of 12 inches from all walls. 3. Provide for thermal movement of components in system. 4. Use threaded nipples for risers to each valve to facilitate easy replacement. —. 5. Install control wiring in accordance with Section 16123. Provide 10 inch expansion coil at each valve to which controls are connected, and at 100 ft intervals. Bury wire beside pipe. Where wire leaves pipe, enclose in conduit. Use waterproof wire connectors. Use white or gray color for common wires and other colors for all other wires. No control wires shall be placed in thrust blocks. Locate wires on opposite side of thrust blocks. a. Add two extra control wires from panel to valves for use if a wire fails or for future addition and mark it in the control box as extra wires. 6. After piping is installed, but before outlets are installed and backfilling commences, open valves and flush system with full head of water. 7. Sprinkler Head Risers: Rotor pop-up sprinkler and quick coupling valves shall have an adjustable riser assembly (triple swing joint). Stationary spray pop-up heads or shrubs spray heads shall have an adjustable riser assembly (triple swing joint) or low- density polyethylene flex pipe as shown on Drawings details. Triple swing joint fittings shall be of Schedule 80 PVC or Marlex plastic and nipples Schedule 80 PVC unless otherwise designated on Drawings. Flex pipe risers shall be 12 inch long minimum and 18 inch maximum linear low-density polyethylene pipe with spiral barb fittings and 90 degree ell as shown on details on Drawing. C. Backfilling 1. Provide clean, non -rocky material over piping. Backfill trench and compact to subgrade elevation as specified in Section 02223. Protect piping from displacement. 3.4 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01400. B. Prior to backfilling, test system for leakage at main and lateral lines. C. System is acceptable if no leakage occurs during test period. D. Installer's Field Services Prepare and start systems under provisions of Division One. gp 02811/6 2/3/99 2. Provide one complete spring start-up and a fall shutdown, including winterization to blow out entire system with compressed air. 3.5 ADJUSTING A. Adjust work under provisions of Section 1650. B. Adjust control system to achieve time cycles required C. Change and/or adjust head types for full water coverage as directed. D. Adjust nozzle spray pattern as required to avoid water spray on building walls. 3.6 CLEANING - not used. 3.7 DEMONSTRATION A. Provide Irrigation system demonstration under provisions of Division One. Record on VHS video format. B. Instruct Owner's personnel in operation and maintenance of irrigation system, including adjusting of sprinkler heads, spring start-up and winterizing procedure. Use operation and maintenance material as basis for demonstration. 3.8 PROTECTION - not used. 3.9 SCHEDULES - not used. END OF SECTION gP 02811/7 2/3/99 SECTION 02923 LANDSCAPE GRADING 1 PART GENERAL 1.1 SUMMARY A. Section Includes 1. Final grade topsoil for finish landscaping. 1.2 REFERENCES - not used. 1.3 SUBMITTALS - not used. 1.4 QUALITY ASSURANCE - not used. 1.5 DELIVERY, STORAGE AND HANDLING - not used. 1.6 PROJECT/SITE CONDITIONS - not used. 1.7 SEQUENCING AND SCHEDULING - not used. 1.8 EXTENDED WARRANTY - not used. 1.9 MAINTENANCE - not used. 2 PART - PRODUCTS 2.1 MANUFACTURERS - not used. 2.2 MATERIALS A. Imported Topsoil: Imported, friable loam; free of subsoil, roots, grass, excessive amount of weeds, and foreign matter; stone not to exceed 1/2" diameter; acidity range (Ph) of 5.5 to 7.5; containing a minimum of 4 percent and a maximum of 25 percent organic material. 2.3 MANUFACTURED UNITS - not used. 2.4 EQUIPMENT - not used. 2.5 COMPONENTS - not used. 2.6 ACCESSORIES - not used. 2.7 MIXES - not used. 2.8 FABRICATION - not used. gp 02923/1 2/3/99 2.9 SOURCE QUALITY CONTROL - not used. A. Tests for Topsoil 1. Analyze to ascertain percentage of nitrogen, phosphorus, potash, soluble salt content, organic matter content, and pH value. 3. Testing is not required if recent tests are available for imported topsoil. Submit these test results to the testing laboratory for approval. Indicate, by test results, information necessary to determine suitability. 3 PART - EXECUTION 3.1 EXAMINATION —' A. Verify trench backfilling have been inspected. r B. Verify substrate base has been contoured and compacted. C. Notify Landscape Architect to verify that topsoil material to be used is acceptable. D. Beginning work of this section means acceptance of existing conditions. 3.2 PREPARATION A. Substrate 1. Eliminate uneven areas and low spots. 2. Remove debris, roots, branches, stones, in excess of 1/2 inch in size. Remove subsoil contaminated with petroleum products. 3. Scarify subsurface to depth of 6 inches where topsoil is scheduled. Scarify in areas where equipment used for hauling and spreading topsoil has compacted subsoil. Scarify on multiple passes in intersecting directions to break up, cut and mix .... subsurface to provide a homogenous mixture. 3.3 EXECUTION A. Place topsoil in areas where required to obtain thickness as scheduled. Place topsoil during dry weather. B. Fine grade topsoil to eliminate rough or low areas. Maintain profiles and contour of subgrade. C. Finish grade of lawn or plant bed areas prior to planting shall be: 1. Sodding Areas - 1 1/2 inch below top of adjacent pavement of any kind. 2. Planter Bed Areas - 3 inches below top of adjacent pavement of any kind. gp 02923/2 2/3/99 D. Remove roots, weeds, rocks, and foreign material while spreading. E. Manually spread topsoil close to plant life and paving to prevent damage. F. Lightly compact placed topsoil. G. Remove surplus subsoil and topsoil from site. H. Leave site clean and raked, ready to receive landscaping. J. Tolerances 1. Top of Topsoil: Plus or minus 1/2 inch. 3.4 FIELD QUALITY CONTROL - not used. 3.5 ADJUSTING - not used. 3.6 CLEANING - not used. 3.7 DEMONSTRATION - not used. 3.8 PROTECTION A. Protect landscaping and other features remaining as final work. B. Protect existing structures, fences, sidewalks, and paving. 3.9 SCHEDULES A. Compacted topsoil thickness at the following areas: 1. Sod Grass: 12 inches. 2. Planter Beds: 24 inches END OF SECTION gp 02923/3 2/3/99 _ SECTION 02938 SODDING 1 PART - GENERAL 1.1 SUMMARY A. Section Includes 1. Fertilizing. 2. Sod installation. 3. Maintenance. B. Definitions 1. Weeds: Includes Dandelion, Jimsonweed, Quackgrass, Horsetail, Morning Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass, Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Bermuda Grass, Johnson Grass, Poison Ivy, Nut Sedge, Nimble Will, Bindweed, Bent Grass, Wild Garlic, Perennial Sorrel, and Brome Grass. 1.2 REFERENCES A. ASPA (American Sod Producers Association) - Guideline Specifications to Sodding. B. FS O -F-241 - Fertilizers, Mixed, Commercial. 1.3 SUBMITTALS A. Operation Data: Submit for continuing Owner maintenance. B. Maintenance Data: Include maintenance instructions, cutting method and maximum grass height; types, application frequency, and recommended coverage of fertilizer; and herbicide. 1.4 QUALITY ASSURANCE A. Sod: Minimum age of 12 months, with root development that will support its own weight without tearing, when suspended vertically by holding the upper two corners. B. Submit sod certification for grass species and location of sod source. C. Qualifications 1. Sod Producer: Company specializing in sod production and harvesting with minimum five years experience, and certified by the State of Idaho. gp 02938/1 2/3/99 D. Regulatory Requirements 1. Comply with regulatory agencies for fertilizer and herbicide composition. 2. Provide certificate of compliance from authority having jurisdiction indicating approval of fertilizer and herbicide mixture. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products to site under provisions of Section 01600. B. Deliver sod on pallets, in rolls. Protect exposed roots from dehydration. C. Do not deliver more sod than can be laid within 24 hours. 1.6 PROJECT/SITE CONDITIONS - not used. _ 1.7 SEQUENCING AND SCHEDULING A. Coordinate with installation of underground sprinkler system piping and watering heads. 1.8 EXTENDED WARRANTY - not used. 1.9 MAINTENANCE A. Maintain sodded areas immediately after placement for 30 days. 2 PART -PRODUCTS 2.1 MANUFACTURES - not used. 2.2 MATERIALS A. Sod: ASPA Certified Field grown grade; cultivated grass sod; type indicated below; with strong fibrous root system, free of stones, burned or bare spots; containing no more than 5 weeds per 1000 sq ft. 1. Kentucky Bluegrass - 40% 2. Perennial Ryegrass - 60% B. Fertilizer: FS O -F-241, Type 1, Grade A; recommended for grass, with fifty percent of the elements derived from organic sources; of proportion necessary to eliminate any deficiencies of topsoil to the following proportions: nitrogen 20 percent, phosphoric acid 10 percent, soluble potash 10 percent and sulfur 5 percent. C. Water: Clean, fresh and free of substances or matter which could inhibit vigorous growth of grass. 2.3 MANUFACTURED UNITS - not used. gP 02938/2 2/3/99 2.4 EQUIPMENT - not used. 2.5 COMPONENTS - not used. 2.6 ACCESSORIES A. Herbicide: Approved broad -leaf weed killer. 2.7 MIXES - not used. 2.8 FABRICATION - not used. 2.9 SOURCE QUALITY CONTROL A. Harvesting Sod 1. Machine cut sod and load on pallets in accordance with ASPA Guidelines. 2. Cut sod in area not exceeding 1 sq yd, with minimum 3/4 inch and maximum 1 inch topsoil base. 3 PART -EXECUTION 3.1 EXAMINATION A. Verify that prepared soil base is ready to receive the work of this section. 3.2 PREPARATION A. Fertilizing 1. Apply fertilizer in accordance with manufacturer's instructions. 2. Apply after smooth raking of topsoil and prior to installation of sod. Rake to remove clods, rocks, weeds, roots and debris, larger than 1/2". Perform grading and shaping refinements to bring surface to true uniform plains from irregularities and to provide drainage and proper slope. 3. Apply fertilizer no more than 48 hours before laying sod. 4. Mix thoroughly into upper 2 inches of topsoil. 5. Lightly water to aid the dissipation of fertilizer. 3.3 EXECUTION A. Moisten prepared surface immediately prior to laying sod. B. Lay sod immediately after delivery to site to prevent deterioration. 9P 02938/3 2/3/99 C. Lay sod tight with no open joints visible, and no overlapping; stagger end joints 12 inches minimum. Do not stretch or overlap sod pieces. D. Lay smooth. Align with adjoining grass areas. E. Place top elevation of sod 1/2 inch below adjoining edging paving, curbs and sidewalks. F. On 3:1 slopes and steeper, lay sod perpendicular to slope and secure every row with wooden pegs at maximum 2 feet on center. Drive pegs flush with soil portion of sod. G. Water sodded areas immediately after installation. Saturate sod to 4 inches of soil. H. After sod and soil have dried, roll sodded areas to ensure good bond between sod and soil and to remove minor depressions and irregularities. I. Maintenance 1. Mowing will be contractor's responsibility until date of substantial completion (minimum two mowings). Owner will mow during contractors maintenance period _ after date of substantial completion. 2. Water to prevent grass and soil from drying out. 3. Roll surface to remove or irregularities. 4. Control growth of weeds. Apply herbicides in accordance with manufacturer's instructions. Remedy damage resulting from improper use of herbicides. 5. Immediately replace sod to areas which show deterioration or bare spots. 6. Maintenance period to be a minimum of 30 days. 3.4 FIELD QUALITY CONTROL - not used. 3.5 ADJUSTING - not used. — i 3.6 CLEANING - not used. 3.7 DEMONSTRATION - not used. 3.8 PROTECTION A. Protect sodded areas with warning signs during maintenance period. 3.9 SCHEDULES - not used. END OF SECTION gP 02938/4 2/3/99 SECTION 02950 TREES, PLANTS, AND GROUND COVER 1 PART -GENERAL 1.1 SUMMARY A. Section Includes 1. Topsoil bedding. 2. New trees and shrubs. 3. Mulch and fertilizer. 4. Maintenance. B. Definitions 1. Weeds: Include Dandelion, Jimsonweed, Quackgrass, Horsetail, Morning Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass, Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Bermuda Grass, Johnson Grass, Poison Ivy, Nut Sedge, Nimble Will, Bindweed, Bent Grass, Wild Garlic, Perennial Sorrel, and Brome Grass. 2. Plants: Living trees, plants, and ground cover specified in this Section, and described in ANSI Z60.1. 1.2 REFERENCES A. ANSI Z60.1 - Nursery Stock. B. NAA (National Arborist Association) - Pruning Standards for Shade Trees. C. FSO -17-241 - Fertilizers, Mixed, Commercial. 1.3 SUBMITTALS - PROJECT CLOSEOUT A. Maintenance Data: Include cutting and trimming method; types, application frequency, and .. recommended coverage of fertilizer, herbicide and pesticides. B. Submit list of plant life sources. 1.4 QUALITY ASSURANCE A. Nursery Qualifications: Company specializing in growing and cultivating the plants with three years experience. gP 02950/1 2/3/99 B. Installer Qualifications: Company specializing in installing and planting the plants with three years experience. C. Tree Pruner Qualifications: Company specializing in pruning trees with proof of Arborist Certification. D. Tree Pruning: NAA - Pruning Standards for Shade Trees. ... E. Maintenance Services: Performed by installer. F. Regulatory Requirements 1. Comply with regulatory agencies for fertilizer and herbicide composition. 2. Plant Materials: Certified by state department of agriculture; Described by ANSI Z60.1; free of disease or hazardous insects. G. Quality - 1. Plants shall be 100% sound, healthy, vigorous, free from plant disease, insect pests or their eggs, noxious weeds, and have healthy, normal root systems. Container stock shall be well established and free of excessive root -bound conditions. 2. Do not prune plants or top trees prior to delivery. 3. Plant materials shall be subject to approval by Architect as to size, health, quality and character. Architect reserves the right to inspect trees and shrubs either at place of growth or at site for compliance with requirements. i 4. Bare root trees are not acceptable. H. Measurements - _ 1. Measure height and spread of specimen plant materials with branches in their normal position as indicated on Drawings or Plant List. 2. Measure caliper of trees 6 inches above surface of ground. 3. Where caliper or other dimensions of plant materials are omitted from Plant List, plant materials shall be normal stock for type listed. 4. Plant materials larger than those specified may be supplied with approval of Architect a. If complying in all other respects. b. If at no additional cost to Owner. C. If sizes of roots or balls are increased proportionately. 5. Shape and Form - Plant materials shall be symmetrical or typical for variety and species and conform to measurements specified in Plant List. 9P 02950/2 2/3/99 6. Provide plant materials from a licensed nursery 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products to site under provisions of Section 01600. B. Deliver fertilizer in waterproof bags showing weight, chemical analysis, and name of manufacturer. C. Protect and maintain plant life until planted. D. Deliver plant life materials immediately prior to placement. Keep plants moist. 1.6 PROJECT/SITE CONDITIONS A. Do not install plant life when ambient temperatures may drop below 35 degrees F or rise above 100 degrees F. B. Do not install plant life when wind velocity exceeds 30 mph. 1.7 SEQUENCING AND SCHEDULING A. Coordinate work under provisions of Section 0 103 9. B. Install plant life after and coordinate with installation of underground irrigation system piping and watering heads specified in Section 02811. 1.8 EXTENDED WARRANTY A. Provide one year warranty under provisions of Section 01700. —' B. Warranty: Include coverage for one continuous growing season; replace plants that are dead, unhealthy, unsightly condition, or that have lost their natural shape due to dead branches or excessive pruning. C. Replacements: Plants of same size and species as specified, planted in the next growing season, with a new warranty commencing on date of replacement. 1.9 MAINTENANCE A. Maintain plant life for one month after Date of Substantial Completion. B. Maintain plant life immediately after placement until plants are well established and exhibit a vigorous growing condition. Continue maintenance until termination of warranty period. C. Maintenance to include: 1. Cultivation and weeding plant beds and tree pits. 2. Applying herbicides for weed control in accordance with manufacturer's instructions. Remedy damage resulting from use of herbicides. gp 02950/3 2/3/99 3. Remedy damage from use of insecticides. 4. Irrigating sufficient to saturate root system. 5. Pruning, including removal of dead or broken branches, and treatment of pruned areas or other wounds. 6. Disease control. 7. Maintaining wrapping, guys, turnbuckles, and stakes. Adjust turnbuckles to keep guy wires tight. Repair or replace accessories when required. .., 8. Replacement of mulch. 2 PART -PRODUCTS 2.1 MANUFACTURERS - not used. 2.2 MATERIALS A. Trees, Plants and Ground Cover: " 1. Species and size identifiable in plant schedule on the Drawings, grown in climatic conditions similar to those in locality of the Work. B. Soil Amendment Materials 1. Fertilizer: (a) Type A - Commercial Grade Fertilizer: Granular, free flowing and uniform in composition, conforming to Federal Spec. 0-F-241, Type 1, Class 2, with nitrogen -phosphorus -potash ratio of 18% nitrogen, 3% available phosphorus and 5% potash. (b) Type B - Controlled Released Fertilizer: Magnesium ammonia phosphate and magnesium potassium with a nitrogen -phosphorus -potassium ratio of 27% nitrogen, 5% phosphorous and 7% potassium, granulated to pass 1/8 -inch screen. — (c) Type C - Planting tablet fertilizer: 21 gram 'Agriform' or approved equal. 2. Sawdust: Rotted sawdust, free of chips, stones, sticks, soil or toxic substances and — with 7.5 pounds of nitrogen uniformly mixed into each cubic yard of sawdust. 3. Manure: Cattle manure containing not more than 25 percent by volume of straw, ._ sawdust of other bedding materials and containing no chemicals, weeds, weed seeds, or ingredients harmful to plants. 4. Water: Clean, fresh, and free of substances or matter which could inhibit vigorous — growth of plants. 5. Pre -emergent Herbicide: Surflan or Ronstar. 6. Pesticide: Approved pesticide prior to bidding. 2.3 MANUFACTURED UNITS - not used. gP 02950/4 2/3/99 2.4 EQUIPMENT - not used. 2.5 COMPONENTS - not used. 2.6 ACCESSORIES A. Wrapping Materials: 4 inch wide heavy crepe paper. B. Stakes: As noted on the Drawings. C. Cable, Wire, Eye Bolts and Turnbuckles: Non -corrosive, of sufficient strength to withstand wind pressure and resulting movement of plant life. D. Plant Protectors: Rubber sleeves over cable to protect plant stems, trunks, and branches. E. Decorative Cover Mulch: Small Park Mulch 1/2" +/ 2.7 MIXES A. Plant Soil Mix (tree pits, planter pots and planter beds) 1. Soil amendment mixture: one third (1/3) manure and two thirds (2/3) sawdust. 2. Uniform plant soil mixture of topsoil and soil amendment: (a) Tree Pits: 1 part soil amendment and 2 parts topsoil by volume. (b) Planter Beds: Spread soil amendment mixture minimum two (2) inches on top of entire planter beds. (c) Planter Pots: 1 part soil amendment and 1 part topsoil by volume. 3. Rototil soil amendments into planter bed topsoil eight inches deep until a homogeneous mixture results. Rototil prior to installation of plant material. 4. Use planting soil mixture for backfill of all trees installed. 2.8 FABRICATION - not used. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that prepared topsoil is ready to receive work. B. Verify that required underground utilities are available, in proper location, and ready for use. 3.2 PREPARATION gP 02950/5 2/3/99 A-" i A. Apply and mix Type A and B fertilizer's with topsoil/soil amendment in accordance with manufacturer's instructions. B. Tree Pits and Planter Pots: Mix planting soil mixture and fertilizer prior to backfilling tree -- pit. C. Planter Beds: Mix thoroughly into upper 8 inches of planter beds. 3.3 EXECUTION A. Place plants for best appearance for review and final orientation by Architect. B. Set plants vertical. C. Remove non -biodegradable root containers. D. Set plants in pits or beds, partly filled with prepared plant soil mix. Backfill soil mixture in 6 inch layers. Maintain plant materials in vertical position. Add fertilizer Type 'C' tablets in plant pit (at 1/2 full) as per manufacturer's recommendations. E. Saturate soil with water when the pit or bed is half full of topsoil and again when full. When pit is full, remove and/or loosen burlap, ropes and wires from the root ball. F. Installation of Accessories 1. Wrap deciduous shade and flowering tree trunks with tree wrap up to first branches. 2. Apply specified pre -emergent herbicide to planting areas after completion of planting areas. Planting areas shall be free of existing weed growth prior to application of ^ herbicide. Apply herbicide in accordance with Manufacturer's recommendations. 3. Place decorative cover mulch at all planting bed areas, with a 3" uniform layer of -� material. H. Plant Support 1. Brace plants vertically with plant protector wrapped guy wires and stakes to the following: ^ Tree Caliper Tree Support Method 1 inch (25 mm) 1 stake with one tie 1 - 2 inches (25 - 50 mm) 2 stakes with two ties .. 2 - 4 inches (50 - 100 mm) 3 guy wires [with eye bolts and turn buckles] Over 4 inches (100 mm) 4 guy wires [with eye bolts and turn buckles] I. Maintenance 1. Neatly trim plants where necessary. ^ gP 02950/6 2/3/99 2. Immediately remove clippings after trimming. 3. Water to prevent soil from drying out. 4. Control growth of weeds. Apply herbicides in accordance with manufacturer's instructions. 5. Apply pesticides in accordance with manufacturers instructions. 6. Remove grass around base of tree trunk, minimum of 2' diameter. Place decorative cover mulch at the base of the tree trunk with a 3" uniform layer of material. 3.4 FIELD QUALITY CONTROL A. Plants will be rejected if a ball of earth surrounding roots has been disturbed or damaged prior to or during planting. 3.5 ADJUSTING - not used. 3.6 CLEANING - not used. 3.7 DEMONSTRATION - not used. 3.8 PROTECTION - not used. 3.9 SCHEDULES - not used. END OF SECTION gP 02950/7 2/3/99 SECTION 05000 STRUCTURAL 1 PART GENERAL 1.1 SCOPE A. This section covers the work necessary for construction and installation of the columns, beams, _ concrete flat work, planters, sidewalk removal and replacement and all other structural work and related items. 1.2 CODES A. The system shall be installed in accordance with the Uniform Building Code, latest edition, ACRD, and all local and State Codes. 2 PART PRODUCTS 2.1 GENERAL A. Concrete, concrete masonry units and structural steel specifications are shown on the Plans. Any —' item not shown on the Plans but required for the complete installation shall be provided by the Contractor and be of good quality and installed with standard industry practices. 3 PART EXECUTION 3.1 GENERAL A. The Contractor shall construct all improvements in accordance with the Plans, the UBC and standard industry practices. 3.2 COORDINATION _ A. The Contractor shall be responsible for coordinating work between the electrical, plumbing, grading, utility and structural trades.. END OF SECTION gp 05000 2/3/99 SECTION 10441 SIGNS 1 PART - GENERAL 1.1 SUMMARY A. Section Includes 1. Cast metal letters. 1.2 SUBMITTALS A. Submit shop drawings to Architect, showing letter layout. B. Submit shop drawings listing sign styles, lettering and locations and overall dimensions of sign as noted on the drawing. C. Submit samples to Architect. D. Submit two samples illustrating full size sample letters, of type, style and color E. Submit manufacturer's installation instructions. F. Include installation template. 1.3 DELIVERY, STORAGE AND HANDLING A. Package signs, labeled in name groups. B. Store adhesive tape at ambient room temperatures. 1.4 ENVIRONMENTAL REQUIREMENTS A. Do not install signs when ambient temperature is below 40 degrees. Maintain this minimum during and after installation of signs. 2 PART - PRODUCTS 2.1 LETTERING A. Size and Style: 10 inch high upper case, 1" depth with "Roman" style. B. Colors: As directed by Architect. gp 10441/1 2/3/99 2.2 ACCESSORIES ^� A. Mounting Hardware: Aluminum threaded studs. 3 PART - EXECUTION 3.1 EXAMINATION A. Verify that surfaces are ready to receive work. B. Beginning of installation means installer accepts existing surfaces. 3.2 INSTALLATION A. Install in accordance with manufacturer's instructions, stud mount flush with "HILTI" r Epoxy. B. Install signs after surfaces are finished, in locations indicated. C. Locate sign on wall surface, level. D. Clean and polish. 3.3 SCHEDULES A. "GENERATIONS PLAZA Letters: Individual (upper case) 10" high, as shown on drawings. Cast aluminum letters with baked enamel finish. END OF SECTION gp 10441/2 2/3/99 SECTION 15475 -- FOUNTAIN STRUCTURE AND EQUIPMENT 1 PART GENERAL 1.1 REQUIREMENTS A. Section includes: 1. Fountain structure, fountain equipment, and related plumbing and electrical connections. B. Specialty trades: 1. Concrete forming and finishing. 2. Rebar installation. 3. Mechanical: Piping to connect fountain equipment and accessories. 4. Electrical: Wiring connections of fountain equipment and accessories. C. Fountain design requirements: 1. Circular fountain, holding tank, and an equipment vault. -' 2. Filter and treat fountain water with ozone and silver/copper. D. Fountain components design requirements: 1. Circular fountain: — A. Fountain is approximately 20' in diameter. B. The fountain has 8 Crystal jets that are imbedded in the concrete at plaza level, and one central Champagne jet. C. The entire fountain slopes to the center. 2. Holding tank: — A. The holding tank inside dimensions are 4' by 4' by 4' high. Access is through a 30" diameter steel grate. See drawings for concrete holding tank, screen and grate details. B. The holding tank provides a reservoir of water to facilitate system recirculation, and to filter out the large debris. gp 15474 2/3/99 C. It contains one 3" overflow pipe, water level controls that include the stainless steel proves, a debris screen, and pipe inlets and outlets. One underwater light and J -box, and one central jet. See the drawings and the equipment schedule for more details. D. Provide waterproofing sealant between riser and decking to prevent water seepage below the surface. 3. Equipment vault: A. The equipment vault is 7' by 7' by 7' - 7' 1/4" high. It contains all of the mechanical equipment for the operation of the filtration and recirculation systems. It is vented with a 100 CFM air blower. See the equipment schedule for more details. B. Equipment vault is pre -cast concrete vault by AMCOR, Model " 7' x 7' x 7' 1/4" Comm. Vault" or approved equal. Cast - in - place vault is accepted, match with pre -cast model. Approved shop drawings are required. C. Equipment vault is to be water proof. Bituminous mastic be used at all joints. All pipe penetrations to be core drilled and waterproof with "link - seals", see drawings. D. Two, 3" diameter Schedule 80 PVC Venting pipes are required. Pipe vents are to penetrate concrete lid, opposite sides of box and waterproofed. Vents are to be 6" above finish grade. Contractors are required to provide vent caps. E. Product Submittals: 1. Submit materials list and manufacturer's product data for fountain materials and equipment. 2. Submit fountain design drawings to owner and fountain consultant for review of design intent and scope of work. 3. Submit shop drawings with piping diagrams, isometric, equipment installation details, wiring details and other information required for an operating fountain. F. Closeout Submittals: 1. Provide records of actual locations of installed equipment. 2. Submit three copies of operating manuals for installed equipment. 3. Provide maintenance instructions. G. Scheduling: gh 15474 2/3/99 I . Do not proceed with fountain work until Submittals and installation drawings have been reviewed by owner and fountain consultant. H. Pre -Installation Meeting: 1. Provide pre -installation conference before commencing with installation of fountain work. 2. Conference shall be attended by owner, electrician, mechanical contractor, structure fabricator, waterproofing and finish installer and design consultant. 2 PART PRODUCTS 2.1 GENERAL A. The Owner will provide a portion of the equipment required for the fountain system. The materials to be furnished by the Owner to the Contractor for installation are listed on Sheet F-2 of the drawings. These materials shall be obtained by the Contractor at the City of Meridian Parks and Recreation Department, 11 West Bower, Meridian, Idaho, weekdays, 8:00 AM to 4:00 PM. The Contractor will be required to sign out with the Parks Department for all materials released to his possession. Any component not specifically listed in these lists shall be furnished by the Contractor at no extra cost to the Owner. The Contractor shall provide all other materials needed to install a complete, operable fountain system. 2.2 COMPONENTS A. Components on drawings: 1. Provide components shown on drawings, but not specified in this section. B. PVC pipe and fittings: 1. All fountain piping shall be Schedule 80 PVC, ASTM D 1785, Cell Class 12454B, with glued connections and fittings. Fittings shall be PVC 1120, Schedule 40, Type 1, normal impact, I.P.S., NSF approved, meeting requirements of ASTM D2466-74. PVC solvent cement shall be NSF approved solvent for PVC to 4 -inch size meeting requirements of ASTM D2564 -73a, #705. 2.3 FOUNTAIN EQUIPMENT A. Changes to the following listing of equipment may be made by the equipment supplier only if the equipment is of better quality, or more effective, improves the design or performance or delivery time, and only if the changes are approved in writing by the owner. B. Refer to drawing for list of fountain equipment. 2.4 REDUCED PRESSURE BACKFLOW PRESENTER 91) 15474 2/3/99 A. A reduced pressure principle backflow prevention assembly (RP assembly) shall be installed on the water service from the City's domestic water system to the fountain system. The RPBA shall conform to the requirements of AWWA C511-92 and ASSE 1013 and be a model approved by the State of Idaho Department of Environmental Quality. See Sheet 2.0. 2.5 WALL AND FLOOR PIPING PENETRATIONS A. All water piping penetrating concrete walls and floors shall be installed with waterstop protection. Waterstop protection shall be by mechanical seal (i.e. Link -Seal or approved equal) or cast -in-place waterstop couplings of cast bronze. 2.6 WATER SERVICE A. The water service line from the water main and meter shall be installed in accordance with the City of Meridian Standard Specifications and Drawings. 3 PART EXECUTION tllBN 1,1NWI AJ A. Install all piping, fixtures, equipment and accessories in strict accordance with plumbing codes, rules, regulations and specifications of local and State jurisdictions. All work shall be done in a neat and orderly fashion. All piping runs shall be made as direct as possible using the minimum number of fittings. Piping shall be installed parallel or perpendicular to property lines and adjacent structures. Pipe shall slope to pumps for drainage and shall be free of air traps. All exposed horizontal and vertical piping shall be set level and plumb, respectively. kc M[ 71_li.0 A. The fountain Plans are diagrammatic, in part, and are intended to indicate the scope of the work to be done by the Contractor. Equipment and material locations may be distorted for clarity presentation. 3.3 PERFORMANCE ^. A. Verification of existing conditions: 1. Verify that existing conditions are acceptable for fountain work. 2. Verify measurements in the field to ensure compliance with manufacturer's recommendations. 3. Verify grounding of electrical and metallic accessories. 4. Notify the architect of any adverse conditions affecting execution. 5. Starting of the work will be construed as acceptance of conditions. gP 15474 2/3/99 B. Pipe runs: 1. Install concealed control, power, and water lines to fountain valves, equipment, and fountain accessories. 2. Prepare and seal surfaces as recommended by manufacturer. C. Installation of fountain equipment: _ 1. Install fountain materials and equipment in accordance with regulations and requirements of governing agencies, building, plumbing, and electrical codes, and local ordinances. _ 2. Coordinate fountain work with other specialty trades for water lines, drainage lines, mechanical, electrical, waterproofing, and finish work. 3. Provide a minimum of 3 inches between equipment room wall and fountain equipment. 4. Construction drawings indicate recommended location of piping and equipment. Installer is responsible for the actual placement based on manufacturer's recommendations and instructions, and physical constraints. -' D. Quality Assurance: 1. Installer shall specialize in performing the work of this section with a minimum three years experience. 2. Superintendent shall be experienced and qualified to coordinate, direct, and perform -- the necessary work relating to the construction and installation of the fountain. 3.4 COMPLETION A. Testing: 1. Test fountain equipment in the presence of owner's representative prior to substantial completion. 2. Pressure test piping to 50 psi prior to cover. 3. Fountain piping (past the backflow presenter) shall be pressure tested and approved prior to backfill. The Contractor shall provide a minimum of sixteen (16) hours on site for final testing, start up and training. The owner shall schedule final testing at the request of the Contractor. A minimum of seven days notice is required. B. Adjusting and Cleaning: 1. Repair and replace damaged and defective fountain equipment. 2. Remove excess materials from the site on daily basis. gp 15474 2/3/99 A-% C. Excavation and Backfill 1. All piping 3" and larger shall bedded with imported sand bedding. Compaction of all backfilled trenches shall be 97% maximum density as determined by the Standard -� Proctor methods. D. Protection: 1. Protect fountain systems, materials and equipment. P.. 2. Place barrier around fountain work at all times until fountain is completed and accepted by owner. E. Demolition: 1. Demonstrate to Owner's maintenance personnel operation of equipment, specialties and accessories. Review maintenance information. Record on VHS video format: .. 2. Provide seven days advanced written notice of demonstration. END OF SECTION gP 15474 2/3/99 An1CCy�-�- RING & COVER A'RC3oio GRADE RING-� wr' 760# GKl HE101 CODE WE1�• �. LID NUVMBC6L Wr. 41ow PULLING EYE 4'EB1.?5 (4) REOD LIFTING INSERT Ml 0"COIL) (4) REO D VAULT OUvU96".6 WT 17,3150 BONDING RIBBON rBR i HOOK LADDER -� rRKA r o WT JOI 6' x 6' x 6 6" COMM. VA UL T COMMUNICATION VAUL S 1'107-6-' °%6= Cb vc-A 7v BE 504/47, Gv / rti 4 LADDER BRACKET ORKMSTO BOLT -0N "L " BRACKET rRi(ulm (10) RFO'D LIFTING INSERT =(i"wit) (4) =(''D SUMP XSUAIPPEN is DIA x 3 101" DEEP "S'' BRACKEr I7�tKM16p (B} REQ D 4" TERM A -DUCT •M4VQT4 (24) RFO'D 47 HOLE RACK rRKMIJO (6) REQa — NOTES: 1, VAULT$ ARE D.ESIONED TO MEET A;, fb1 C&M WITH AASHTQ HS_ �p LOADING. 2. INTERIOR WALL$ S AE►UNO HAVE f4 COATS OF FLAT WHETS PAINT A DE'TAILSOFHARDWAR6ARELOOArEDAr7HEACCC;,,�pR1ES/HARDWARgSEOMN DETAILS ON BACK. _. S' '"S RECOUMPNDEO TMAr 8"VjW1NOUS RASIV SE USED AT ALL JOINM CV 770 16419 TEN LANE, NAMpA, IDAHO 83687 - (Zpg) 465-0176 - 1,8p0„686-5fi48 - FAX (208) 465-7129 Oldcastle ' !T EMr vv^f fOIYN ARF suavECT TO CHANGE WfYNOUT NOTICE, DETAIL DRAWING FOR; 6 v x 6' x 6 -6"vC0MM. VA UL. T COMMUNICATION VAULTS 47 HOLE RACK 0) ON (2) SIDES SECTION ':4 "2'An � o I .I .l I 47 HOLE RACK 0) ON (2) SIDES SECTION ':4 "2'An A-TERMA-DUCT D^ (12) ON (2) SIDES L 711 i Y--7 1/4- i SONDINO I' RIBBON a� 8" PULUNO EYE (2) ON (2) SIDES LADDER MERr 1/1^ THREADED (4) PER ACCESS s-uD } 7,-0^ 1 V I SUMP 410" SECTION 37" DIA ACCESS JI_. p oa II I! II II rrp rr � D (I li 11 I� J nen y I I II I; 11 II II I 1 I E«YyP u - -- --JL I T-�� - -- - - - - -- - LYTINo IMERT (.Q PER LID B„ Ir o. (4) PER SECTION TYP "A" PLAN VIEW A-TERMA-DUCT D^ (12) ON (2) SIDES L 711 i Y--7 1/4- i SONDINO I' RIBBON a� 8" PULUNO EYE (2) ON (2) SIDES LADDER MERr 1/1^ THREADED (4) PER ACCESS s-uD } 7,-0^ 1 V I SUMP 410" SECTION SECTION 16000 ELECTRICAL PROVISIONS PART 1 - GENERAL 1.01 WORK INCLUDED A. Furnish all labor, materials, and equipment as required by the Plans and specifications to provide a complete and workable electrical system. This specification describes the types of materials, methods, and management to be utilized. This includes the work listed in this division as well as equipment furnished under other divisions not specifically mentioned herein. -- 1.02 WORK NOT INCLUDED A. The power company will provide and install all electrical service lines to the meterbase from the existing step down transformer. 1.03 CODES AND STANDARDS A. All equipment, materials, and methods of design and installation are to comply with the National Electrical Code, the basic Electrical Regulations of the State where the work is to be completed, the Occupational Safety and Health Act (OSHA), and the requirements of any local codes at the site. Codes and standards of the following organizations may be referred to in this section and shall be considered as the minimum acceptable. A reference herein to any portion of the standard or code is not to be considered as negating any other portion of the standard or code. 1. American National Standards Institute, Inc. (ANSI) 2. Institute of Electrical & Electronic Engineers (IEEE) 3. American Society for Testing & Materials (ASTM) 4. Underwriters Laboratories, Inc. (UL) 5. National Electric Manufacturers Association (NEMA) 6. Insulated Power and Cable Engineers Institute (IPECA) 7. National Electric Code (NEC) 8. Illuminating Engineering Society (IES) 9. Instrument Society of America (ISA) Project No. City of Meridian 1/29/99 Generations Plaza .. B. Where the Plans or these specifications require a higher degree of workmanship or quality of material than the above codes and standards imply, then these Plans and specifications will prevail. 1.04 EQUIPMENT, MATERIAL AND WORKMANSHIP i A. All equipment and material is to be new, free from defects, of current manufacture, and listed by Underwriters Laboratories, Inc., (UL) where UL requirements apply. All materials are to be products of reputable and experienced manufacturers. Similar items in the project are to be of the same manufacturer. Use only equipment and materials of industrial quality and durability, and capable of long, reliable, trouble free service. B. The Owner reserves the right to operate defective equipment or that equipment which fails to conform to detailed specifications or does not operate satisfactorily oft until the defects are corrected or the equipment is repaired or replaced, without cost for depreciation, use or wear. Rejected equipment will be removed from operation only at times approved by the Owner. All equipment furnished under this section will be guaranteed for a minimum period of one (1) year from date of acceptance against defective materials, design, and workmanship in accordance with the provisions of the General Conditions. •. C. Provide protection for materials and equipment against loss or damage throughout the contract. Protect everything from the effect of weather prior to installation, .-0 store items to be installed in indoor location. i D. Any item subject to corrosion under damp conditions and items containing -- insulation such as transformers and motors are to be kept in heated locations. E. Following installation, protect materials and equipment from corrosion, physical ., damage and effects of moisture on insulation. F. Cap all conduit runs during construction with manufactured seals. Keep openings in boxes or equipment closed. G. Layout work carefully in advance H. Do not cut or notch any structural member or building surface without specific approval of the Engineer. Carefully carry out any cutting, channeling, chasing, or drilling of floors, walls, partitions, ceilings, pavings, or other surfaces required for the installation, support, or anchorage of conduit, raceways, or other electrical equipment. Following such work, restore surfaces neatly to new conditions using _ skilled craftsmen of the trades involved at no additional cost to the Owner. All work will be performed by accomplished, qualified and experienced personnel working under continuous competent supervision. 16000-2 Project No. 1/29/99 City of Meridian Generations Plaza 1.05 PERMITS A. Obtain and pay for all permits and inspections pertinent to the electrical installation and obtain such permits from the proper governing body before any progress payment will be certified for electrical work. 1.06 SITE INSPECTION A. Prior to submitting a bid, visit the project site and ascertain conditions affecting the proposed work and all existing electrical facilities. 1.07 TEMPORARY INSTALLATION A. Temporary installation is to conform to the requirements of the National Electric -' Code and the State and local governing bodies. B. Pay all cost for temporary power services and power usage charges until the project is put into use or is completed. 1.08 UTILITY CONNECTION A. The new electric service will be furnished and installed by the local power company. All service and metering are to comply with their requirements. Provide transformer pad, when required, in accordance with the power company requirements. B. Utility line and service extension charges will be arranged and paid by the Owner. Be responsible for all trenching and backfilling and give the utility ample notification in order to ensure services will not be interrupted at the job site when the new service is installed. 1.09 SHOP DRAWINGS A. Make all submittals in accordance with Section 01300. B. Within 15 days after the contract award, submit material lists for this section of the work. Lists will include manufacturer and brand name of each class of material. C. Submit complete shop drawings for review prior to manufacture of power distribution and control equipment. 1. Drawings will show: a. Elevations b. Plan layout and dimensions C. Construction details d. Elementary diagrams 16000-3 Project No. 1/29/99 City of Meridian Generations Plaza e. Connection and interconnection diagrams f. Bill of Material g. Finish and name plates h. Control panel diagrams D. Motor control center diagrams, motor controller diagrams, and package drive diagrams are to be of the elementary type and show terminal identifications and associated field connections for each drive. E. Schematics for all control circuits are to be laid out as a ladder diagram with each line numbered in a sequential manner and all relays having their contact location summary on the line with the relay coil, (per JIC standards). Clearly show and identify interconnection with other systems. F. Provide and submit for review complete interconnection diagrams for all equipment showing: 1. Terminal blocks of all distribution and control equipment .. 2. All power, control and signal raceways 3. Conduit sizes, wire number, wire sizes 1.9 RECORD DRAWINGS ,. A. Maintain a neatly marked set of record drawings showing installation location, and/or routing of conduits, depth of buried cables, pull boxes, junction boxes, and outlets. Mark this set to show current job progress and any deviation from the contract drawings. These drawings will be available upon demand of the Engineer. After final inspection, transfer all record information to the Engineer as required in General Conditions. Failure to keep record drawings up to date will be cause for withholding monthly or final payment. PART 2 - PRODUCTS - Not used PART 3 - EXECUTION 3.01 INSTALLATION 16000-4 Project No. 1/29/99 City of Meridian Generations Plaza A. The electrical plan drawings show general arrangements and locations for equipment conduit, outlets, etc. Unless detailed or dimensioned, exact locations of conduit, routing of cables and placement of equipment will be governed by structural conditions, physical interference's, and locations of electrical termination on equipment. Examine architectural, structural and mechanical Plans and shop drawings for the various equipment in order to determine exact routing and placement of all raceways, cables, and equipment, to assure a workable installation. B. Allowances have been made in the design for the number of raceways and conductors which the Engineer considers minimum for powering and controlling all electrical equipment. If the installed equipment is of larger horsepower than shown, or if characteristics require increased power and/or conductors, resize the raceway and conductors to allow for the changed conditions and remit the information for review prior to installation. C. Be responsible for conduits, cables, and conductors necessary to meet requirements of all electrical equipment and devices. Determine final sizing of conduits and number and size of all required conductors after review of required drawings. D. Wherever possible, place conduit in the floor or wall to provide a neat and clean installation. 3.02 CLEAN-UP A. Continuously remove debris, cuttings, crates, cartons, etc. B. Before acceptance, carefully clean all cabinets, panels, boxes, wiring devices, cover plates, etc. Replace all damaged or blemished fixtures. END OF SECTION 16000-5 Project No. 1/29/99 City of Meridian Generations Plaza SECTION 16070 ELECTRICAL CONNECTIONS FOR EQUIPMENT PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. Provide all labor, materials and equipment as required to furnish connections to all electrical equipment, lights, etc. 1.02 RELATED WORK A. Section 16111 - Conduit B. Section 16120 - Wires and Cables -- C. Section 16140 - Wiring Devices 1.03 QUALITY ASSURANCE A. NEC COMPLIANCE: Comply with applicable portions of NEC as to type products used and installation of electrical power connections. B. UL LABELS: Provide electrical connection products and materials which have been UL -listed and labeled. C. Comply with applicable portions of the National Electric Safety code as to type products used and installation of electrical power connections. PART 2 - PRODUCTS 2.01 GENERAL A. For each electrical connection indicated, provide complete assembly of materials, including but not necessarily limited to, raceways, conductors, cords caps, wiring devices, pressure connectors, terminals (lugs), electrical insulating tape, 16070-1 Project No. City of Meridian 1/29/99 Generations Plaza heat -shrinkable insulating tubing, cable ties, solderless wire nuts, and other items and accessories as needed to complete splices, terminations, and connections as required. B. See Section 16110, Conduit Raceways; Section 16140 Wiring Devices; and _ Section 16120 Wire and Cables for additional requirements. Provide final connections for equipment consistent with the following: 1. Permanently installed fixed equipment - flexible metal seal-tite conduit from branch circuit terminal equipment, or raceway; to equipment, control cabinet, terminal junction box or wiring terminals. Totally enclose all wiring in raceway. 2. Movable and/or portable equipment - wiring device, cord cap, and multi -conductor cord suitable for the equipment and in accordance with NEC requirements (Article 400). 3. Other methods as required by the National Electrical Code and/or as — required by special equipment or field conditions. PART 3 - EXECUTION 3.01 INSTALLATION OF ELECTRICAL CONNECTIONS A. Make electrical connections in accordance with connector manufacturer's written instructions and with recognized industry practices, and complying with requirements of NEC and NECA's "Standard of Installation" to ensure that products fulfill requirements. B. Connect electrical power supply conductors to equipment conductors in accordance with equipment manufacturer's written instructions and wiring diagrams. Terminate all conductors with Buchanan Terminal Lugs type "Ring Tongue" sized to the appropriate gauges. C. Coordinate installation of electrical connections for equipment with equipment installation work. D. Verify all electrical loads (voltage, phase, full load amperes, number and point of _ connections, minimum circuit ampacity, etc.) for equipment furnished under other Sections of this specification, by reviewing respective shop drawings furnished under each section. Meet with each subcontractor furnishing equipment requiring electrical service and review equipment electrical characteristics. Report any 16070-2 Project No. 1/29/99 City of Meridian Generations Plaza variances from electrical characteristics noted on the electrical drawings to ENGINEER before proceeding with rough -in work. E. Obtain and review the equipment shop drawings to determine particular final connection requirements before rough -in begins for each equipment item. F. Refer to basic materials and methods Section 16120, Conductors, for identification of electrical power supply conductor terminations. END OF SECTION 16070-3 Project No. City of Meridian 1/29/99 Generations Plaza SECTION 16111 CONDUIT PART 1 - GENERAL 1.01 WORK INCLUDED A. Furnish all labor, materials and equipment as required to install all flexible or rigid conduit, couplings, supports and nonmetallic ducts, as shown on the Plans. 1.02 RELATED WORK A. Section 16000 - Electrical Provisions PART 2 - PRODUCTS 2.01 MATERIALS A. Acceptable Manufacturers: 1. As noted for individual items. 2. Other manufacturers desiring approval comply with Section 01640. 2.02 MATERIALS AND COMPONENTS A. Conduit: Use galvanized steel, electrical metallic tubing, unless otherwise shown on the Plans. Use heavy -wall, threaded, rigid metal conduit in locations exposed to moisture. B. Couplings: Use compression couplings. If used in concrete or exposed to moisture, use liquid tight couplings. C. Flexible Conduit: Flexible, plastic -jacketed type with liquid tight connectors. D. Nonmetallic Duct: Rigid PVC. 16111 - 1 Project No. City of Meridian 1/29/99 Generations Plaza 2.03 SCHEDULE OF LOCATIONS A. Galvanized steel conduit in concrete. B. Electrical metallic tubing in other locations. C. For underground conduit use rigid PVC conduit. D. Make connections to motors and equipment with PVC jacketed, flexible metal conduit and liquid tight connectors. Use 1/2 -inch minimum size for motor connections. E. Use 3/8 -inch flexible conduit only for fixture and control wiring. Provide sufficient length of flexible conduit to avoid transmission or vibration. PART 3 - EXECUTION 3.01 INSTALLATION A. Install conduit concealed in all areas, excluding mechanical and electrical rooms, connections to motors, and connections to surface cabinets. B. For exposed runs, attach surface -mounted conduit with clamps. C. Coordinate installation of conduit in masonry work. D. Do not install conduit larger than 2-1/2 inches in concrete slabs. Provide a minimum concrete cover over conduits of two inches. E. Install conduit free from dents and bruises. Plug ends to prevent entry of dirt or moisture. F. Clean out conduit before installation of conductor. G. Alter conduit routing to avoid structural obstructions, minimizing crossovers. H. Seal conduit with fiberglass where conduits leave heated area and enters unheated area. I. Provide flashing and pitchpockets, making watertight joints where conduits pass through roof or waterproofing membranes. 16111-2 Project No. 1/29/99 City of Meridian Generations Plaza J. Install UL approved expansion fittings complete with grounding jumpers where conduits cross building expansion joints. Provide bend or offsets in conduit adjacent to building expansion joints where conduit is installed above suspended buildings. K. Route all exposed conduits parallel or perpendicular to building lines. L. Allow minimum is six inches (152 mm) clearance at flumes, steam pipe, and heat sources. M. Make interconnections between different types of raceways with manufactured fittings approved by UL. N. Size raceways in accordance with NEC tables. Do not reduce from any sizes indicated on the Plans or called out herein. O. Do not exceed sizes permitted by Engineer in slabs and/or walls. Use multiple runs where absolutely necessary. P. Do not exceed number of bends allowed in conduit by NEC and reduce such to that indicated or specified when so done. Q. Make joints wrench tight or otherwise with minimum resistance to the flow of fault currents. — R. Use furred spaces and chases to an advantage in concealing conduits. S. Make field bends only where needed and then carefully to minimize wire pulling — tensions and for best appearance in exposed runs. T. Test any conduit runs with lignum vitale ball (mandrel) of 85 percent of conduit diameter wherever directed by the Engineer. U. Cut conduit with hacksaw or other approved pipe cutting tool and ream ends to — clean out all burrs before connecting. V. Keep conduits at least six inches away from steam or hot water pipes, breeching, -- and boilers, but in no case permit conductors to reach higher than rated temperatures. Avoid traps in runs and drain conduits wherever practical and wherever indicated. W. Fasten raceways securely in place. Firmly fasten conduit within three feet of each outlet, junction box, cabinet, or fitting. Support metallic conduit, rigid (heavy wall) — and EMT at least every ten feet. Support rigid nonmetallic conduit in strict 16111-3 Project No. — 1/29/99 City of Meridian Generations Plaza accordance with Table 347-8 of NEC. Use raceway fasteners designed for the purpose. 3.02 LOCK NUTS, BUSHINGS, CONNECTORS AND COUPLINGS A. Use "double-locknut" system (2 locknuts) throughout, each being tightened wrench tight as to effectively bond outlet box or cabinet to conduit. B. Use malleable bushings, except that plastic bushings may be used in lieu of phenolic -lined malleable bushings where "insulating bushings" are required per NEC. C. Use insulated -throat type ground bushings of the malleable type and fully equal to T & B #3802 series. D. Use connectors and/or couplings that are proper for the conduit they are used with. Make watertight when required. E. Use cadmium plated or galvanized fittings. F. Provide fittings with die -cut threads unless approved otherwise. G. EMT connectors used with #4 and larger cable shall have throat liners of suitable plastic insulation. _ 3.03 CONDUIT OUTLET BODIES A. Manufacturers/Types: Where indicated and/or where desirable, make conduit installations using cast iron or cat aluminum outlet bodies equal to Crouse -Hinds "Condulets," Appleton "Unilets," or Pyle National "Pylets." Use fitting appropriate for location and usage. Use in combination with factory or field bends when indicated, and/or when advised. B. Complete outlet bodies . with gaskets, covers, hubs, reducers,and other _ accessories. C. Finish: Cadium or equal, of steel. If only aluminum, they shall be essentially "copper -free." Do not use on conduits of dissimilar metals, except with written permission of the Engineer. 3.04 SPECIAL CONDUIT FITTINGS A. Use special conduit fittings as required and/or indicated. Use UL approved fittings suitable for locations and usage made. 16111-4 Project No. 1/29/99 City of Meridian Generations Plaza B. At expansion joints, use special fittings equal to "EXDA," "AX," or "EX" as made by O -Z Electrical Manufacturing Company if cast in concrete slabs. C. Building Expansion Joints: Where surface conduits, raceways, panels, or light fixtures, span building expansion joints, make satisfactory arrangements to provide the movement provided for in building structure ± nominal joint width. 3.05 PULL BOXES, WIREWAYS AND GUTTERS A. Furnish as shown on the plans, plus any such items required to assemble conduits and other raceways. Provide pull boxes as dictated by wire pulling requirements. Unless shown otherwise, face into secondary or unfinished rooms. B. Construction: Code gage galvanized sheet steel and sized strictly in conformance with NEC requirements. C. Manufacturers: Alwalt Keystone Square D D. Finish: Free of burrs, sharp edges, unreamed holes, and sharp -pointed screws or bolts. Paint where indicated on the Plans, both inside and out. E. Coating: When mounted direct to concrete or masonry walls that are below grade and/or where there will a sweating or other moisture present on wall surface, coat backs of boxes with a heavy coat of black asphalt paint before mounting. F. Protection: Adequate provisions for preventing damage to conductors either during pulling -in or from weights and tension when in place. G. Weatherproof, rain -tight, or special type when indicated and/or when required by NEC. 3.06 ANCHORS, FASTENERS AND MISCELLANEOUS SUPPORTS A. Use noncompatible anchors in roof or ceiling slabs of concrete from which a load is suspended and anchors used to fasten heavy equipment without lead in their construction. Use anchors equal to Rawl "Sabertooth" or equal to Arro 2000 series (Ace), 2500 series (Double), 3000 series (O -E), or 3500 series (Hold -it). B. Make exposed conduit fastenings with one-piece, malleable conduit clamps equal to Appleton, Steel City, or Gedney. Two -hole, galvanized sheet metal pipe straps may be substituted only upon application to the Engineer, but may be used on all concealed installations. 16111 -5 Project No. City of Meridian 1/29/99 Generations Plaza C. Use companion bases or backs with conduit clamps when conduit is exposed to weather or continuous moisture. D. Use ring type hangers on individual runs or conduit three inches and larger if suspended, equal to Grinnel #107R or 101 series, complete with threaded rods. Use adjustable turnbuckles when specified or otherwise as an option. E. Support multiple runs of suspended conduits from trapeze type hangers made up of one or more cross channels of Unistrut, Powerstrut, or Kinsdort Channel, suspended with rigid threaded steel rods and with suitable conduit clamps or straps of the same make as cross channels used. F. Mount multiple runs of conduit on ceiling or wall surfaces, on surface of flush Unistrut channel. G. Fabricate supports for switchgear, transformers and similar electrical equipment from these same channel types, or if of lighter weight, from galvanized slotted angles equal to "AIM" or "Rapidsteel." H. Whenever vibration absorbing supports are indicated or required, they shall be equal to Korfund "Elasto-Rib" or to Lowell Industries "Vibra-Check." I. Support of Electrical Equipment and Materials: Do not hand or support electrical equipment and materials from roof decks. 3.07 COLOR CODING A. Provide color bands one inch wide for conduits up to two inches in diameter and one-half the conduit diameter for larger conduits applied at panel and pullbox locations within each room and 50 feet on centers within an area. B. Color Banding: 1. 120/208 volt: gray 2. 347/600 volt: sand 3. Fire alarm: red 4. Telephone: blue 5. Intercommunication and Sound: yellow 6. Clocks: green 7. Television: rust 8. Low voltage switching: black END OF SECTION 16111 -6 Project No. 1/29/99 City of Meridian Generations Plaza SECTION 16120 WIRES AND CABLES PART 1 - GENERAL 1.01 WORK INCLUDED A. Furnish all labor, materials and equipment as required to install all wires and cables as shown on the Plans, and as required to connect all electrical services and equipment. 1.02 RELATED WORK A. Section 16000 - Electrical Provisions B. Section 16111 - Conduit PART 2 - PRODUCTS 2.01 MATERIALS A. Acceptable Manufacturers: 1. As noted for individual items. 2. Other manufacturers desiring approval comply with Section 01640. 2.02 MATERIALS A. Building Wiring: Ninety-eight percent conductivity copper, 600 volt insulation, THW. B. Branch Circuit Wiring: Conductors smaller than No. 12 AWG gage not permitted, except No. 14 AWG gate for 24 volt maximum control circuits. 16120-1 Project No. City of Meridian 1/29/99 Generations Plaza C. Provide permanent plastic nametag indicating load fed. 2.03 WIRE AND CABLE MANUFACTURERS A. Approved Wire and Cable Manufacturers: General Electric Okonite Anaconda General Cable Simplex Rome Cerro Or equal approved by Engineer. PART 3 - EXECUTION 3.01 INSTALLATION A. Make conductor length for parallel feeders identical. B. Lace or clip groups of feeder conductors at distribution centers, pullboxes, and wireways. C. Provide copper grounding conductors and straps. D. Install wire and cable in code conforming raceway. E. Use wire pulling lubricant for pulling No. 4 AWG and larger wire. _ F. Install wire in conduit runs after concrete and masonry work is complete and after moisture is swabbed from conduits. G. Color code conductors to designate neutral conductor and phase. H. Furnish necessary reels, reel jacks, and other pulling aids required to prevent damage to wires and cable. I. Identify conductors with pressure sensitive tags as manufactured by Brady or approved equal. 16120-2 Project No. 1/29/99 City of Meridian Generations Plaza J. Install wires and dabbles continuous without splices from source of supply to distribution equipment and from source of supply to motor, lighting, or power outlet. Do not use pull boxes for making splices. Do not install splices in conduits. K. Install all wiring in accordance with NEC standards. 3.02 CONDUCTOR CONNECTIONS A. Use approved pressure type solderless connectors and lugs for service entrance, feeder, and equipment connections. B. Use connectors equal to Burndy, T & B, O -Z, or Penn Union, and of a type compatible to conductors, location and load. C. Make neutral connections and taps individually in order to prevent the possibility of an 'open -neutral." D. Make branch circuit connections with UL approved solderless connectors equal to Buchanan, Scotch, or T & B. Use fixture connections equal to those made by same manufacturers. Do not depend solely upon a single insulating material to secure connection as well as to insulate it. E. Solder joints using Kester 50-50 solder and approved soldering paste equal to Nokorode will be acceptable in lieu of mechanical pressure or solderless types for branch circuit and fixture connections. F. Bolt bus bar connections with adequate nonferrous bolts, washers, and lockwashers, after first either silverplating the bars or applying suitable non - oxidizing agents equal to No -Oxide. G. Perform lug and/or bus bar drilling in accordance with applicable ASA/NEMA Standards. Use connection bolts or screws made of bronze, copper, brass, or of adequately plated nonferrous material. H. Insulate joints and taps with patented or molded plastic or insulators, or suitably -- with Okonite or Scotch tapes. Use tapes compatible with conductor jackets, temperature, and other conditions. END OF SECTION 16120-3 Project No. 1/29/99 City of Meridian Generations Plaza SECTION 16121 WIRE CONNECTIONS AND DEVICES PART 1 - GENERAL 1.01 DESCRIPTION A. Provide wire connectors, crimp terminals, splice connectors, mechanical lugs, compression lugs, pin connectors, split bolt connectors and associated insulating devices for a complete wiring connection system suitable for specified cables furnished. B. Connectors shall be in accordance with NEC, state and local requirements for size and color installed therein. 1.02 RELATED WORK A. Section 16111 - Conduit B. Section 16120 - Wire and Cables C. Section 16140 - Wiring Devices PART 2 - PRODUCTS 2.01 WIRE NUTS A. A cone-shaped, steel -plated, coil spring insert within an insulating connector body containing buttress threads inside the skirt for guiding wire ends snugly into body skirt. 2.02 CRIMP NUTS A. Insulated and noninsulated open end steel connector with flared entry for easy wire insertion and a secure crimp connection. 16121 -1 Project No. City of Meridian 1/29/99 Generations Plaza 16121-2 Project No. 1/29/99 City of Meridian Generations Plaza B. Insulated nut provided to have resilient nylon insulation for ruggedness. 2.03 V CRIMP TERMINALS A. Insulated terminal with brazed seam to prevent splitting. B. Electrolytic copper uniformly electro -tin plated to resist corrosion. C. Color -coded insulation for identification of proper size. D. Insulation shall be of resilient nylon. 2.04 SPLICE CONNECTORS A. Provide with same qualities as terminals. " 2.05 MECHANICAL LUGS A. Dual rated solderless lug for use with aluminum and/or copper conductors. B. Lugs shall be rated at 600 volts. — C. Lugs shall be constructed of electro -tin plated high strength aluminum alloy. D. Lugs may range in size from single conductor barrel to eight (8) barrels. 2.06 COMPRESSION LUGS A. Dual rated seamless lug for use with aluminum and copper single conductor barrel. B. Lugs shall be rated at 600 volts. C. Lugs shall be constructed of electro -tin plated high strength aluminum alloy. D. All compression lugs to be rung type on control wiring. 2.07 SPLIT BOLTS r A. Strong corrosion resistant tin plated high strength copper alloy for both aluminum and copper conductors. B. Each bolt shall have wire separator. C. Bottom pad attached to nut and guide assembly. 16121-2 Project No. 1/29/99 City of Meridian Generations Plaza 2.08 MANUFACTURERS Ideal Industries 3-M Company Buchanan Mac Products Ilsco Or equal PART 3 - EXECUTION J -U1 VVIKE CONNECTORS A. Do not use wire nuts and noninsulated crimp in branch circuit power and lighting wiring. B. Insulated crimp nuts may be used in lighting fixtures, appliances, and control wiring. 3.02 CRIMP TERMINALS A. Use insulated crimp terminals in making wire to device connections for control/instrumentation wiring. 3.03 SPLICE CONNECTORS A. Use insulated splice connectors for splicing control wires only when splicing is indicated on the Project Plans. 3.04 MECHANICAL LUGS A. Use mechanical lugs for making connections to electrical equipment such as disconnect switches, panelboards, transformers, switchboards and motor control centers. 3.05 COMPRESSION LUGS A. Use compression lugs in lieu of mechanical lugs when mechanical lugs are not provided. 16121 -3 Project No. 1/29/99 City of Meridian Generations Plaza 3.06 SPLIT BOLTS A. Use split bolts in making feeder taps in junction boxes and wireways where conductors are solid No. 10 CU and larger. B. Insultate connections to a rated 600 volts at 90°C. 3.07 INSTALLATION _ A. All connectors and lugs installed shall not exceed manufacturer's recommended connecting combinations. B. Install wire connecting devices to provide for a tight mechanical and electrical make-up. C. Recheck splices and terminations and makeup tight prior to substantial completion. END OF SECTION 16121 -4 Project No. City of Meridian 1/29/99 Generations Plaza SECTION 16131 PULL AND JUNCTION BOXES PART 1 - GENERAL 1.01 WORK INCLUDED A. Furnish and install all pull and junction boxes as required for the installation of the electrical system. B. Make connections with conduit system and with electrical equipment as required. 1.02 RELATED WORK A. Section 16111 - Conduit B. Section 16120 - Wires and Cables C. Section 16070 - Electrical Connections for Equipment D. Section 16135 - Electrical Boxes and Fittings 1.03 DEFINITIONS A. Junction or pull boxes less than 100 cubic inches are "standard outlet boxes". B. Junction or pull boxes greater than 100 cubic inches are "cabinets". 1.04 QUALITY ASSURANCE REFERENCE STANDARDS: NEMA. NEC. U.L. labels required. 16131 -1 Project No. 1/29/99 City of Meridian Generations Plaza PART 2 - PRODUCTS 2.01 STANDARD OUTLET BOXES A. Make of material resistant to corrosion or suitably protected, both internally and externally by galvanizing. B. Boxes installed in damp or wet locations shall be U.L. approved for the purpose. C. Comply with U. L. Standard 50. D. Metal boxes to meet NEC construction specifications. E. Boxes exposed or surface mounted shall be die-cast or permanent- mold cast aluminum body with threaded external hub and cast cover. 2.02 CABINETS A. 14 gauge sheet steel with corrosion resistant finish. B. Ample space for wires, connections and equipment. C. Provide with door, flush catch and lock. D. Key all locks alike. E. Furnish five (5) keys to the OWNER. _ F. Include suitable devices for securing, supporting and adjusting panelboard interiors and fronts. G. Cabinet fronts: Sheet steel panels with hinged door. H. Flush cabinets: Approximately 3/4 inches larger than cabinet on all sides, set with front firmly against the finished wall surface. PART 3 - EXECUTION 3.01 INSTALLATION 16131-2 Project No. 1/29/99 City of Meridian Generations Plaza A. Install junction boxes so that covers are readily accessible after the completion of the installation. B. Do not embed junction boxes made of aluminum in concrete. C. Mount rigidly in place with fronts straight and plumb. D. Support sheet steel boxes adequately to maintain shape. E. Secure covers with corrosion resistant screws or bolts. F. Center cabinet interiors in door opening. G. Provide each pull box, including boxes above switchboards and motor control centers, with sufficient clamps to which cables shall be secured in neat and orderly fashion to permit ready identification. ` H. Mount pull boxes connected to concealed conduits with covers flush with the finished wall. Do not embed pull boxes made of aluminum in concrete. END OF SECTION 16131 -3 Project No. 1/29/99 City of Meridian Generations Plaza SECTION 16135 ELECTRICAL BOXES AND FITTINGS PART 1 - GENERAL 1.01 DESCRIPTION OF WORK -` A. Extent of electrical box and electrical fitting work is indicated by drawings and schedules. — B. Types of electrical boxes and fittings in this section include the following: Outlet boxes — Junction boxes Pull boxes Floor boxes _ Conduit bodies Bushings Locknuts — Knockout closures Miscellaneous boxes and fittings. 1.02 RELATED DOCUMENTS A. Section 16111 - Conduit B. Section 16131 - Pull and Junction Boxes — C. Section 16136 - Supporting Devices D. Section 16140 - Wiring Devices 1.03 QUALITY ASSURANCE A. Comply with NEC as applicable to construction and installation of electrical boxes and fittings. _ B. Comply with ANSI C 134.1 (NEMA Standards Pub No. OS 1) as applicable to sheet -steel outlet boxes, device boxed, covers and box supports. Provide electrical boxes and fittings which have been UL -listed and labeled. 16135-1 Project No. 1/29/99 City of Meridian _ Generations Plaza 1.04 SUBMITTALS A. None required. PART 2 - PRODUCTS 2.01 FABRICATED MATERIALS A. WEATHERPROOF OUTLET BOXES: Provide corrosion- resistant cast -metal weatherproof outlet wiring boxes, of types, shapes and sizes (including depth) — required, with threaded conduit ends, cast -metal face plates with spring -hinged waterproof caps suitable configured for each application, with face plat gaskets and corrosion -resistant fasteners. — B. JUNCTION AND PULL BOXES: Provide code -gage sheet steel junction and pull boxes, with screw -on covers; of types, shapes and sizes to suit each respective location and installation; with welded seams and equipped with stainless steel nuts, bolts, screws and washers. Provide concrete Junction Boxes as noted on the Drawings. C. CONDUIT BODIES: Provide galvanized cast -metal conduit bodies, of types, shapes and sizes to suit respective locations and installation, construct with threaded -conduit -entrance ends, removable covers, and corrosion -resistant screws. D. BUSHINGS, KNOCKOUT CLOSURES AND LOCKNUTS: Provide corrosion -- resistant punched -steel box knockout closures, conduit locknuts and malleable iron conduit bushings and offset connectors, of types and sizes to suit respective uses and installation. PART 3 - EXECUTION 3.01 INSTALLATION OF ELECTRICAL BOXES AND FITTINGS: A. GENERAL: Install electrical boxes and fittings where indicated, complying with manufacturer's written instructions, applicable requirements of NEC and NECA's "Standard of Installation", and in compliance with recognized industry practices to ensure that products fulfill requirements. 16135-2 Project No. City of Meridian 1/29/99 Generations Plaza B. Coordinate installation of electrical boxes and fittings with wire/cable and raceway installation work. C. Provide coverplates for all boxes. See Section 16140, Wiring Devices. D. Provide weatherproof outlets for interior and exterior locations exposed to weather or moisture. E. Provide knockout closures to cap unused knockout holes where blanks have been removed. F. Install boxes and conduit bodies to ensure ready accessibility of electrical wiring. Install recessed boxes with face of box or ring flush with adjacent surface. G. Fasten boxes rigidly to substrates or structural surfaces to which attached, or solidly embed electrical boxes in concrete or masonry. Use bar hangers for stud construction. Use of nails for securing boxes is prohibited. Set boxes on opposite sides of common wall with minimum 10" of conduit between them. H. Provide electrical connections for installed boxes. END OF SECTION 16135-3 Project No. City of Meridian 1/29/99 Generations Plaza SECTION 16136 SUPPORTING DEVICES PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Section 16111 - Conduit B. Section 16131 - Pull and Junction Boxes C. Section 16135 - Electrical Boxes and Fittings D. Section 16140 - Wiring Devices 1.02 DESCRIPTION OF WORK A. Work of this section includes supports, anchors, sleeves and seals required for a complete raceway support system, including but not limited to: clevis hangers, riser clamps, C -clamps, beam clamps, one and two hole conduit straps, offset conduit clamps, expansion anchors, toggle bolts, threaded rods, U -channel strut systems, threaded rods and all associated accessories. B. Extent of supports, anchors, and sleeves is indicated by drawings and schedules and/or specified in other Section -16 sections. 1.03 QUALITY ASSURANCE A. Comply with NEC as applicable to construction and installation of electrical supporting devices. Comply with applicable requirements of ANSI/NEMA Std. Pub. No. FB1,"Fittings and Supports for Conduit and Cable Assemblies". Provide electrical components which are UL -listed and labeled. PART 2 - PRODUCTS 16136-1 Project No. City of Meridian 1/29/99 Generations Plaza 2.01 MANUFACTURED SUPPORTING DEVICES: A. GENERAL: Provide supporting devices; complying with manufacturer's standard materials, design and construction in accordance with published product information, and as required for a complete installation; and as herein specified. See drawings for additional requirements. ._ PART 3 - EXECUTION 3.01 INSTALLATION OF SUPPORTING DEVICES A. Install hangers, anchors, sleeves, and seals as required, in accordance with manufacturer's written instructions and with recognized industry practices to insure supporting devices comply with requirements. Comply with requirements of NECA, NEC and ANSI/NEMA for installation of supporting devices. B. Coordinate with other electrical work, including raceway and wiring work, as necessary to interface installation of supporting devices with other work. C. Install hangers, supports, clamps and attachments to support piping properly from building structures. Arrange for grouping of parallel runs of horizontal conduits to be supported together on trapeze type hangers where possible. 3.02 FASTENINGS A. Fastenings, supports, clamps, and anchors shall be of the correct type for the purpose. Fastenings used shall be as follows: 1. For hollow tile or lath construction - toggle or machine bolts. .. 2. For structural iron - machine bolts. 3. For solid masonry - metallic expansion shields and machine screws. 4. For wood or other fibrous material - lag screws or bolts. B. Wooden plugs with screws will not be acceptable. C. No metal enclosure of electrical equipment shall be mounted directly on a masonry wall. At locations where no supporting frame is provided, Contractor shall furnish and install sufficient flat bar members to provide a minimum of 1/4 inch air space between the wall and metal enclosure. 16136-2 Project No. 1/29/99 City of Meridian Generations Plaza 3.03 RACEWAYS A. Support raceways which are rigidly attached to structure at intervals not to exceed 8 feet on center and within 12" of each junction box, outlet or fitting, Support raceway (as it is installed) in accordance with the following: DIAMETER DIAMETER NUMBER OF RUNS 3/4" TO 1-1/2" 1-1/2" & LARGER 1 Full straps, clamps Hanger or hangers. 2 Full straps, clamps Mounting Channel or hangers. 3 or more Mounting Channel Mounting Channel B. Support suspended raceways on trapeze hanger systems; or individually by means of threaded rod and straps, clamps, or hangers suitable for the application. Do not use "tie wire" as a portion of any raceway support system; do not support raceway from ceiling support wires. 3.04 FLOOR MOUNTED EQUIPMENT A. Provide rigid attachment of all floor mounted equipment to the floor slab or structural system. Provide 5/8" bolts or expansion anchors at each 90 degree corner and at intervals not to exceed 48" on center along entire perimeter of the equipment. Provide rigid attachment for all floor mounted switchboards, panelboards, power and control equipment, motor control centers, dimmer cabinets, transformers, oil switches, battery packs and racks, and similar equipment furnished under Section 16. B. WIREWAYS, BUS DUCTS AND CABLE TRAYS: Provide vertical and lateral support systems for all wireways, busway, and cable trays which are supported form overhead structure. See drawings for support and attachment details. END OF SECTION 16136-3 Project No. City of Meridian 1/29/99 Generations Plaza SECTION 16140 WIRING DEVICES PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. The extent of wiring device work is indicated by project plans and schedules. Wiring devices are defined as single discrete units of electrical distribution systems which are intended to carry but not utilize electric energy. B. Types of electrical wiring devices in this section include the following: Receptacles Switches Coverplates Cord caps Cord connectors Floor service outlets 1.02 RELATED DOCUMENTS A. Section 16111 - Conduit B. Section 16120 - Wires & Cables C. Section 16135 - Electrical Boxes and Fittings 1.03 QUALITY ASSURANCE A. Comply with NEC and NEMA standards as applicable to construction and installation of electrical wiring devices. Provide electrical wiring devices which have been UL listed and labeled. 1.04 SUBMITTALS A. PRODUCT DATA: Submit manufacturer's data on electrical wiring devices in accordance with the requirements of Section 01300. 16140-1 Project No. City of Meridian 1/29/99 Generations Plaza PART 2 - PRODUCTS 2.01 FABRICATED WIRING DEVICES A. GENERAL: Provide factory -fabricated wiring devices, in types, and electrical ratings for applications indicated and complying with NEMA Std. Pub. No. WD 1. B. Provide wiring devices (of proper voltage rating) as follows: MFR. C.O.'S 1 -POLE 3 -WAY 4 -WAY W -PILOT Hubbell 5352 1221 1223 1224 1221-P1 P & S 5352 20AC1 20AC3 20AC4 20AC- 1RPL Leviton 5362 1223 1223 1224 Slater 5362G 720 723 724 720-P1 Sylvania 5362 1221A 1224A 1271 -RD Provide devices in colors selected by ENGINEER. C. GROUND -FAULT INTERRUPTER: Provide general -duty, duplex receptacle, ground -fault circuit interrupters; feed thru type, capable of protecting connected downstream receptacles on single circuit; grounding type UL -rated Class A, Group A, 20 -amperes rating; 120 -volts, 60 Hz; with solid-state ground -fault sensing and signaling; with 5 milliamperes ground -fault trip level; color as selected by ENGINEER. Provide units of one of the following: Hubbell Square D D. CORD CAPS AND CONNECTORS: Provide 3 -wire grounding, cap plugs, and connectors of ampere and voltage rating required, for final equipment connection, and as indicated otherwise on drawings. Provide products of one of the following: Arrow Hart General Electric Hubbell Leviton Pass and Seymour 2.02 WIRING DEVICE ACCESSORIES A. WALL PLATES: Provide coverplates for wiring devices; plate color to match wiring devices to which attached. Provide nylon coverplates in all finished areas. Provide 16140-2 Project No. 1/29/99 City of Meridian Generations Plaza galvanized steel plates in unfinished areas. Engrave all receptacle plates other than those serving 120 volt, single phase devices. State voltage and amperage characteristics. Example: "208V, 30A". PART 3 - EXECUTION 3.01 INSTALLATION A. Install wiring devices as indicated, in compliance with manufacturer's written instructions, applicable requirements of NEC and NECA's "Standard of Installation" and in accordance with recognized industry practices to fulfill project requirements. B. Coordinate with other work, including painting, electrical box and wiring work, as necessary to interface installation of wiring devices with other work. Install devices in boxes such front of device is flush and square with coverplate. Drawings are small scale and, unless dimensioned, indicate approximate locations only of outlets, devices, equipment, etc. Locate outlets and apparatus symmetrically on floors, walls and ceilings where not dimensioned and coordinate with other work. Verify all dimensioned items on job site. Consult architectural cabinet, millwork, and equipment shop drawings before beginning rough -in of electrical work. Adjust locations of all electrical outlets as required to accommodate work. Adjust locations of all electrical outlets as required to accommodate work in area, and to avoid conflicts with wainscot, back splash, tackboards, and other items. C. Install wiring devices only in electrical boxes which are clean; free from excess building materials, dirt, and debris. Mark each device box (for each type of wiring device) with a permanent ink felt tip marker, indicating the circuit to which the device is connected. Example: "CKT A-1 ". - D. Install blank plates on all boxes without devices. E. Delay installation of wiring devices until wiring work is completed. Delay installation of wall plates until after painting work is completed. Provide separate neutral conductor from panel to each GFI receptacle. 3.02 PROTECTION OF WALL PLATES AND RECEPTACLES: A. At time of substantial completion, replace those items which have been damaged, including those stained, burned and scored. 3.03 GROUNDING A. Provide electrically continuous, tight grounding connections for wiring devices, unless other wise indicated. 16140-3 _ Project No. 1/29/99 City of Meridian Generations Plaza 3.04 TESTING A. Prior to energizing circuitry, test wiring devices for electrical continuity and proper polarity connections. After energizing circuitry, test wiring devices to demonstrate compliance with requirements. END OF SECTION 16140-4 Project No. City of Meridian 1/29/99 Generations Plaza "` SECTION 16185 CONTROL PANEL PART 1 - GENERAL 1.01 WORK INCLUDED A. Provide all labor, materials and equipment as required to provide all panels, controls, conduit, wiring, etc., for the well pump as shown on the Plans. 1.02 RELATED WORK AND REFERENCES A. Section 16000 - Electrical Provisions B. Section 16111 -Conduit C. Section 16120 - Wire and Cables D. Section 16121 - Wire Connections and Devices E. National Electric Code (NEC) F. National Electrical Manufacturer's Association (NEMA) 1.03 OPERATION A. Provide control panel as shown on the Plans and Control Diagrams. B. Panel : Operation of the pump motors shall be controlled by an owner supplied level control module. See control panel diagram for complete controls. PART 2 - PRODUCTS 2.01 PANELS A. Enclosure: NEMA 3R, dead front, interior front access configured, as shown on the Plans with ability to be locked with a padlock. Sized to include all equipment shown and space for three future control relays. B. Circuit Breakers 1. Type: 600 volt molded case. 2. Protective Trip Devices: Thermal and adjustable magnetic. Project No. 16185-1 City of Meridian Generations Plaza 3. Rating: 3-phase - amperes as shown. 4. Circuit Breakers: Bolt -in, molded case, thermal magnetic quick -make break, trip free, trip indicating. Sized as shown, or per NEC. 5. Motors shall have motor rated circuit breakers which withstand starting currents. 6. Standards: UL approved and in accordance with NEC, NEMA, and OSHA requirements. 7. Manufacturer: Cutler Hammer, Square D, ITE, General Electric, Westinghouse, Sylvania. C. Motor Starter: 1. Size per NEC. Verify horsepower before ordering. 2. Provide auxiliary contacts, indicating lights and control devices as required for control functions shown. 3. Provide overload relays for each leg of the three phase power. 4. Provide heater elements rated for full load nameplate current of motor served. D. Door Interlock: 1. Panel shall have a L type door mounted variable depth operating mechanism, interlocked with the circuit breakers for each motor. Mechanism shall be capable of being locked in the OFF position, in accordance with the NEC. E. Control Accessories: 1. Hand -Off -Auto: Provide H -O -A control switch. 2. Other: Provide lights (color indicated on plans), and engraved plastic nameplates for all visible control items. 3. Relays: Provide relays for operation as indicated on plans with convertible contacts and meeting requirements of NEMA ICS 2. 4. Provide heavy duty, oil tight type pushbuttons, indicating lights and selector switches. Project No. 16185-2 City of Meridian .— Generations Plaza PART 3 - EXECUTION 3.01 PANELS A. Mount panels and make all connections as required. B. Verify clearance as per NEC. 3.06 MOTOR WIRING AND EQUIPMENT CONNECTIONS A. General: Provide all wiring and circuit protection for all motors, starters, and associated control equipment provided on the project. B. Install conductors to motors in seal tight flexible conduit with copper bonding tape. Minimum 30" long. C. Check all motors to assure rotation is correct for driven equipment. Change wiring where rotation is to be reversed. D. Check all overload heaters to verify correct ratings before operating motors. E. Check to assure all motors have been properly lubricated before operating. F. Install and properly connect all line voltage monitoring and control devices as specified. G. Check and record amperage readings on all legs of power supply to all pumps. Project No. END OF SECTION 16185-3 City of Meridian Generations Plaza SECTION 16452 GROUNDING PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. Provide grounding as specified herein, and as indicated on drawings. B. Types of grounding in this section include the following: Underground metal water piping Metal building frames Grounding electrodes Grounding rods Separately derived systems Service equipment Enclosures Systems Equipment Other items indicated on drawings C. Requirements of this section apply to electrical grounding work specified elsewhere in these specifications. 1.02 RELATED DOCUMENTS A. Section 16155 - Motor Starters B. Section 16111 -Conduit C. Section 16160 - Panel Board D. Section 16180 - Overcurrent Protective Devices E. Section 16250 — Motor Control Centers 1.03 QUALITY ASSURANCE 16452-1 Project No. 1/29/99 City of Meridian Generations Plaza A. Comply with NEC as applicable to electrical grounding and ground fault protection systems. Comply with applicable ANSI and IEEE requirements. Provide products _ which have been UL listed and labeled. 1.04 SUBMITTALS A. None required. PART 2 -PRODUCTS 2.01 MATERIALS AND COMPONENTS A. GENERAL: Except as otherwise indicated, provide each electrical grounding system as specified herein, and as shown on drawings, including but not —' necessarily limited to, cables/wires, connectors, terminals (solderless lugs), grounding rods/electrodes and plate electrodes, bonding jumper braid, and other items and accessories needed for complete installation. B. Where materials or components are not otherwise indicated, comply with NEC, NEMA and established industry standards for applications indicated. 2.02 GROUND RODS AND PLATES A. GROUND RODS: Steel with copper welded exterior, 5/8" dia. x 8'. PART 3 - EXECUTION 3.01 INSTALLATION OF GROUNDING SYSTEMS A. Install electrical grounding systems in accordance with manufacturer's written instructions and with recognized industry practices to ensure grounding devices comply with requirements. B. Install braided type bonding jumpers with ground clamps on water meter piping to electrically bypass water meter. C. Install clamp -on connectors only on thoroughly cleaned and metal contact surfaces, to ensure electrical conductivity and circuit integrity. —" 16452-2 Project No. City of Meridian 1/29/99 Generations Plaza D. Provide grounding for the entire raceway, enclosure, equipment and device system in accordance with NEC. All non-metallic raceways shall include copper grounding conductor sized in accordance with NEC. All RMC shall have grounding bushings. E. Provide service -entrance grounding by means of ground rods (quantity of two, driven exterior to building), by means of bonding to water main, and by means of bonding to building structural steel. F. All below grade cable grounding connections shall be of the compression or thermit-welded type; compression type is preferred. Connections above grade shall be bolted using a compression type lug on the grounding conductor. Connections, if possible, shall be readily accessible for testing. END OF SECTION 16452-3 Project No. City of Meridian 1/29/99 Generations Plaza SECTION 16510 EXTERIOR LIGHTING PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections, apply to work of this section. B. Division 16 Basic Materials and Methods sections apply to work specified in this section. 1.02 DESCRIPTION OF WORK A. Extent of interior and exterior lighting fixture work is indicated by Drawings and Schedules. Types of lighting fixtures in this section include the following: Fluorescent 1.03 QUALITY ASSURANCE A. Comply with NEC, NEMA and ANSI 132.1 as applicable to installation and construction of lighting fixtures. Provide lighting fixtures which have been UL -listed and labeled. B. CBM Labels: Provide fluorescent -lamp ballasts which comply with Certified Ballast Manufacturers Association standards and carry the CBM label. C. Provide lighting fixtures as specified in luminaire schedule. All or equal lighting fixtures shall be submitted atleast 3 working days, prior to the bid date, for review of approval. City of Meridian must approved all or equal outdoor fixtures. 1.04 SUBMITTALS A. Product Data: Submit manufacturer's data on interior and exterior building lighting fixtures. 16510-1 Project No. City of Meridian — 1/29/99 Generations Plaza B. Shop Drawings: Submit dimensioned drawings of lighting fixtures. Submit fixtures _ shop drawings in booklet form with a separate sheet for each fixture, assembled in luminaire "type" alphabetical order, with proposed fixture and accessories clearly indicated on each sheet. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS -- Subject to compliance with requirements, provide products of one of the following (for each type of fixture): -, FLUORESCENT BALLASTS: Advance Transformer Co. General Electric Co. Universal Mfg. Co: .... FLUORESCENT LAMPS: General Electric Co. _ Sylvania Lamp Div., GTE Corp. Westinghouse Corp. 2.02 EXTERIOR LIGHTING FIXTURES A. General: Provide lighting fixtures, of sizes, types and ratings indicated complete with, but not necessarily limited to, housings, lamps, lamp holders, reflectors, ballasts, starters, and wiring. Label each fixture with manufacturer's name and catalog number. Provide all enclosed fixtures with positive latch mechanisms; spring tension clips not acceptable. Provide all exterior fixtures with damp or wet location label as required by application. B. Support Requirements: Provide all detachable fixture parts, luminous ceiling accessories, louvers, diffuses, lenses, and reflectors with locking catches, screws, safety chain, or safety cable. C. Fluorescent -Lamp Ballasts: Provide fluorescent -lamp ballasts, capable of operating lamp types indicated; with high power factor, and low -noise features; Class P; sound -rated A, and with internal thermal protection. See plans for voltage 16510-2 Project No. 1/29/99 City of Meridian Generations Plaza requirements. For interior fixtures, provide full light output energy conserving ballasts, where available as standard products, as follows: Advance Transformer Co. - Mark III Series General Electric Co. - Maxi -Miser II Series Universal Mfg. Co. - SLH-Watt Reducer Series Comply with manufacturer's written recommendations for all lamp/ballast combinations. Equip outdoor fixtures with low temperature starting ballasts. D. Fluorescent Lamps: Equip interior fluorescent fixtures with full light output, energy conserving lamps where available as standard product of General Electric, Sylvania, or Westinghouse. Where applicable, equip fixtures with lamps as follows: Rapid Start 3050 initial lumens Slimline 6000 initial lumens High Output 9100 initial lumens General Electric Watt Miser II, Sylvania Supersaver II, Westinghouse Econ -o -Watt. Equip exterior fixtures with standard lamps. E. Where plastic diffusers are specified, provide 100 percent virgin acrylic compound; minimum thickness, .125 inches. Provide a spare set of diffusers (acrylic and/or glass only) for each fixture type and one for each additional 10 fixtures of each type; not to exceed 10 spares for any single fixture type. PART 3 - EXECUTION 3.01 INSTALLATION OF LIGHTING FIXTURES A. Install lighting fixtures at locations and heights as indicated, in accordance with fixture manufacturer's written instructions, applicable requirements of NEC, NECA's "Standard of Installation", NEMA standards, and with recognized industry practices to ensure that lighting fixtures fulfill requirements. Coordinate with other work as appropriate to properly interface installation of lighting fixtures with other work. Provide all necessary supports, brackets, and miscellaneous equipment for mounting of fixtures. Support all ceiling mounted fixtures from the building structure; independent of the ceiling system, unless noted. Support surface 16510-3 Project No. City of Meridian 1/29/99 Generations Plaza mounted ceiling fixtures from channel. Support ceiling mounted outlet boxes independent of the raceway system, and capable of supporting 200 pounds. See plans for additional details. B. Coordination Meetings: Meet at least twice with the ceiling installer. Hold first meeting before submittal of shop drawings to coordinate each light fixture mounting condition with ceiling type. During second meeting, coordinate fixture layout in each area. Meet at least once with the mechanical installer prior to fabrication and installation of duct work. Coordinate depth and location of all fixtures and duct work in all areas. C. Adjust and Clean: Clean lighting fixtures of dirt and debris upon completion of installation. Protect installed fixtures from damage during remainder of construction period. Repair all nicks and scratches to appearance of original finish. 3.02 FIELD QUALITY CONTROL_ A. Upon completion of installation of lighting fixtures, and after building circuitry has been energized, apply electrical energy to demonstrate capability and compliance with requirements. Where possible, correct malfunctioning units at site, then retest to demonstrate compliance; otherwise remove and replace with new units, and proceed with retesting. At the time of Substantial Completion, replace lamps in interior lighting fixtures which are observed to be noticeable dimmed after the Contractor's use and testing, as judged by Architect/Engineer. In addition, furnish stock or replacement lamps mounting to 1.5 percent (but not less than one lamp) of each type and size used. Deliver replacement stock as directed to Owner's storage space. B. Grounding: Provide equipment grounding connections for each lighting fixture. END OF SECTION 16510-4 Project No. 1/29/99 City of Meridian Generations Plaza