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HomeMy WebLinkAboutBID - 5921 CHILDRENS GARDENS ON SPRING CREEKSPECIFICATIONS 1 CONTRACT DOCUMENTS FOR Children's Garden at the Gardens on Spring Creek BID NO. 5921 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS JUNE 6, 2005 - 3:00 P.M. (OUR CLOCK) 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of SUMS. 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with 12/03 Section 00100 Page 5 EXHIBIT GCTA to General Conditions of the Construction Contract Between OWNER and CONTRACTOR DISPUTE RESOUTT"ION AG12EVNI N"t OWNER and CON Rr14:JOR hereby Voe that Article 16 of the General Conditions of the Construction Contract between OWNER. And COVI`RACTOR. is muendcd to include the following agreement of the parties. I6.1. All claims, disputes and other matters in question between C WN& and COMIRV,I'OR arising Ma of or rolarms to the Contract Documents or the brew thereof (except for claims which have been waived by the making or acceptance of final payment as priwrded by paragraph 1415) will be decided by arbitration in Accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then ol» tin4. subject to the limitations of the Article M f'hE aFcoment so to arbitrate and any other agreement or consent to arbitrate entered into in acccadmice herewith as provided in this Article 16 will he specifically enforceable under the prevailing late- of any court having jurisdiction 1 ti.2_ No demand for arbitration ofany elarnr- di. are or other matter that is required to be referrer to ENGINEER muttally for decision in accordance with paragraph '. l I will pie made until the earlier of (are) the date on which LZi,1N1 1It has rendered a written decision tx (b) the thirty -hest day after the parties have presented their evidence to ENGINEER if A written decision has not been rendered by bNGINl Ek before that date. No demand for arbitration of ally such claim, dispute or outer matter will be made latex than thirty clays after the date on which F,'NGINFER has rendered it written dwiston in respect thereof in accordunce with paragraph 9-11, and the failure to demand arbitration within said thirty days' period will result in ENGINriils'R's decision being final and binding upon OWNER and CONTRA(70R. It FNGINHIR. renders a decision after arbitration proceedings have been mitiated, such decision may be entered as evidence but will not supersede the arbitration proceedings, eho�pt where the dec lion is aaxptaHla to the }xmrtic conGamcd No demand for arbitration oC any written decision of FR+GP ECsR ieodered in accordance with paragraph 9.14) will be made later than ten days after the party making such demand has ilelivered written notice of intention to appcUl as provided in paragraph 9.1 t)_ 16. a. Noiwe of the demand for arbilanon will 1w filed in writing with the other party to the Agreement and nvith the American Arbitrution Association, and a vxrpy will be sent tat ENOI E R for inibimmion The dkmaml for arbitration will be made within the druty-day or ten -dai period spvertted in pxuagraph it., 2 as applicable, and in all dither cases within A reasonable time after the claim, dispute or other matter in question has arisen- and in no event shall anysuch demand be made after the date when institution of legalor equitable poeaedirigs bused on such clam. dispute ?r corher matter in question would he barred by the applicablc statute of lunmtaucuis. 6H9WC iaSFRAL CONDITIONS 1910-N (M)Fifidit,mI w(11"YOF FORT VOLLINS MODMICAt ONS IRIN);49) I C 4 bxcept as provided in pavadnaph 10 5 Mow, no arbitration arising out of or relating its It& Contract Documents shall include by curisolidation, ,joinder or in any other manner any other person or entity (including ENGINEER. ENGINE -,Ms Consdtamt and time officers, directors, agent:, emptoyeas or consulvnras of any of theml who is not a party to this WrAract tMleSS: 16.4.1, the inclusion of such other person or entity is nerxssary if complete relief is to be afforded Among those who are Already parties to the arbitration, and 16.42 such other person or entity is substantially involved in a question of taut or fact which is "amnion to these who, are already Parties to the arbitration and which will arise in such proceedings, and 16.4.3- the written crntsent of the other person or entity sought to be included and of OWNER and ,X)NTRACfOR has been ohmined for such inclusion, which consent shall make specific reference to this paragraph; but no such consent shall constitute consent In arbitration of any dispute not specifically described in suchconsencr t to arbitration with any party nor specifically identified in such consent. 165 Notwithstanding paragraph 16.4, if a claim, dispute or other matte in question between O1'vNFR and CONTRACTOR involves the Work of it Subccmtnctor, other () VNFR or CONTRAC'TOk may join such Subcontractor as party to the the between OWN hR and CON 'RAC R* hereunder. CON,rI RA(ToR shall include rn all subcontracts required by paragraph 6.11 a specific provision whereby the Subcontractor eonsenty to being joined in our arbitration between 044' IFR and CONTRACTOR intolva the Work of such Subcontractor Nothing in this paragraph 16.5 nor in the provision of such subcontract consenting to joinder shall create any claim. right of cause of action in favor of %ibcornractor and agafrist OWNTER, ENGINEFR or EItiGI'�GT>k's {'onstrltants that does not otherwise exist 16k 'the award rendered by the arbitrators, will be final, Judgment may be entered spin it in any court having jurisdiction thereof. and it will not be subject to mo ditfeation or appeal_ 16 7 OWN1,R and C(Yd-I tt0.CTC3lt agree that they shall first submit sin%• and all unsettled clams, counterclaims, diaputes un d color matters or questtcn between therm arising out of or relating to the Contract Documents or the breach thereof (° hspufes"), to ntadiution by the American Anbiumiori Association under the Construction Industry Mediation Rulcs of the Ainelican Arbitration Alssociatiom prior to either of them initiating Against the other a demand for arbitration pursuant to prrraLraphs Itn.I throngh 166, unless delay in rnitia8ng arbitration would irrevocably prejudice one of the prnrticZ �rhe rc,speenve thuty and ten dap time limits within which to file a (k viand for arbitration as provided in pnra mapks 16.2 and 16-3) above shall be suspended with respect It, si dispute subnntred to mcdrarion within those same applicable time limits and shall remain suspended until ten c 's after the termination of the mediation. "the mediator o2my- dispute submiued to mediation under this ,kgrcrntant shall not verve as arbitmtOT A such dispute unless dxtherwue agreed. OC-Al CONDITIONS 1910 841990 Fdfim! CITY OF FORT COLLINS MODIFICATIONS (REV 9!11) GC,%A1 SE SECTION 00800 SUPPLEMENTARY CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-4.2 Subsurface and Physical Conditions: A. Add the following language to paragraph 4.2.1 of the General Conditions. 4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions at the site of the Work: Soils report from original Gardens on Spring Creek project provided to awarded Contractor. Soils report may be viewed at City Operations Services Department: 117 N. Mason Street, Fort Collins. Contractor may rely upon the accuracy of the technical data contained in the geotechnical documents, but not upon nontechnical data, interpretations or opinions contained therein or upon the completeness of any information in the report. SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 7/96 Section 00800 Page 1 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL) . SC-8.10 OWNER's Project Manager A. Add the following language to ARTICLE 8: 8.10. The OWNER will provide a Project Manager. The CONTRACTOR shall direct all questions concerning Contract interpretation, Change Orders, and other requests for clarification or instruction to the Project Manager. 8.10.1 Authority: The Project Manager will be the OWNER's representative during the construction of the project. The Project Manager shall have the authority set forth in the OWNER's Capital Project Procedures Manual. The Project Manager shall have the authority to reject work and materials whenever such rejection may be necessary to ensure the proper performance of the Work in accordance with the Contract Documents. 8.10.2 Duties and Responsibilities: The Project Manager will make periodic visits to the project site to observe the progress and quality of the Work and to determine, in general, if the Work is proceeding in accordance with the Contract Documents. The Project Manager shall not be required to make comprehensive or continuous inspections to check the progress or quality of the Work. The Project Manager shall not be responsible for construction , means, methods, techniques, sequences, or procedures, or for safety precautions or programs in connection with the Work, or for any failure of the Contractor to comply with laws and regulation applicable to the performance or furnishing of the Work. Visits and observations made by the Project Manager shall not relieve the CONTRACTOR of his obligation to conduct comprehensive inspections of the Work, to furnish materials and perform acceptable Work, and to provide adequate safety precautions in conformance with the Contract Documents. The Project Manager shall at all times have access to the Work. The CONTRACTOR shall provide facilities for such access so the Project Manager may perform his or her functions under the Contract Documents. .TMO 8.10.3 One or more Resident Construction Inspectors) (RCI) may be assigned to assist the Project Manager in providing observation of the Work, to determine whether or not the Work is proceeding according to the construction documents. CONTRACTOR will receive written notification from the OWNER of any RCI assignments. The RCI shall not supervise, direct or have control or authority over, nor be responsible for, CONTRACTOR's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. The RCI will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. The RCI's dealings in matters pertaining to the on -site work will be to keep the Project Manager properly apprised about such matters. 8.10.4 Communications: All instructions, approvals, and decisions of the Project Manager shall be in writing. The CONTRACTOR may not rely on instructions, approvals, or decisions of the Project Manager until the same are reduced to writing. SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule thee (3)three days lost due to abnormal weather conditions. Must be documented and approved by City's Project Representative. SC-13.12 Correction Period: 13.12.1If within one year after the date of Substantial Completion or such longer period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, an Work is found to be defective, CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNER's written instructions . . . SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950Contract Change Order 00960Application for Payment SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: CONTRACTOR: PROJECT NUMBER: DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER 0.00 TOTAL PENDING CHANGE ORDER 0.00 TOTAL THIS CHANGE ORDER 0.00 TOTAL % OF THIS CHANGE ORDER TOTAL C.O.% OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0.00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: DATE: Project Manager REVIEWED BY: DATE: Title: APPROVED BY: DATE: Title: APPROVED BY: DATE: Purchasing Agent over $30,000 cc: City Clerk Contractor Project File Architect Engineer Purchasing 9/99 Section 00950 Page 1 Section 00960 APPLICATION FOR PAYMENT PROJECT: PAY ESTIMATE NO: DATE: CONTRACTOR: ADDRESS: CONTRACT FOR: PARTIAL The undersigned Contractor certifies that to the best of his knowledge, information and belief the work covered by this application for Payment has been completed in accordance with the Contract Documents, that all accounts have been paid by him for Work for which previous Certificates for Payment were issued and payments received, in this current payment shown herein is now due. CONTRACTOR: By: FINAL In accordance with the Contract Documents, based on site observations and the data comprising the above application, the Architects Certifies to the Owner that the Work has progressed to the point indicated; that the best of his knowledge, information and belief, the quality of the Work is in accordance with the Contract Documents, and that the Contractor is entitled to payment of the AMOUNT CERTIFIED. ENGINEER: Date: Application is made for Payment, as shown below, in connection with the Contract. Schedule of Values is attached. The present status of the account for this Contract is as follows ORIGINAL CONTRACT AMOUNT APPROVED CHANGE ORDERS TO DATE ADJUSTED CONTRACT AMOUNT TOTAL WORK COMPLETED AND MATERIALS USED RETAINAGE (1Do% OF TOTAL) TOTAL EARNED LESS RETAINAGE LIQUIDATED DAMAGES WITHHELD TOTAL EARNED LESS LIQUIDATED DAMAGES LESS PREVIOUS PAYMENTS CURRENT PAYMENT DUE APPROVED BY (Title) cc: Accounting City Clerk Contractor Engineer Project File DATE: 9/997/96 Section 00960 Page 1 WORK CHANGE DIRECTIVE INSTRUCTIONS "* A. GENERAL INFORMATION This document was developed for use in situations involving changes in the Work which, if not processed expeditiously, might delay the Project. 'These changes are often initiated in the field and may affect the Contract Price or the Contract Times. This is not a Change Order, but only a directive to proceed with Work that may be included in a subsequent Change Order. For supplemental instructions and minor changes not involving a change in the Contract Price or the Contract Times a Field Order should be used. D. COMPLETING THE WORK CHANGE DIRECTIVE FORM Engineer Initiates the form, including a description of the items involved and attachments. Based on conversations between Engineer and Contractor. Engineer completes the following: METHOD OF DETERMINING CHANGE, IF ANY, IN CONTRACT PRICE: Mark the method to be used in determining the final cost of Work involved and the estimated not affect on the Contract Price. If the change involves an increase in the Contract Price and the estimated amount is approached before the additional or changed Work is completed, another Work Change Directive must be issued to change the estimated price or Contractor may stop the changed Work when the estimated time is reached. Ifthe Work Change Directive is not likely to change the Contract Price, the space for estimated increase (decrease) should be marked "Not Applicable". Once Engineer has completed and signed the form, all topics should be sent to Owner for authorization because Engineer alone does not have autbority to authorize changes in Price or Times. Once authorized by Owner, a copy should be sent by Engineer to Contractor. Price and Times may only be changed by Change Order signed by Owner and Contractor with Engineer's recommendation. Paragraph 10.03.A.2 of the General Conditions requires that a Change Order be initiated and processed to cover any undisputed sum or amount of time for Work actually performed pursuant to this Work Chanip Directive. Once the Work covered by this directive is completed or final cost and times are determined, Contractor should submit documentation for inclusion in a Change Order. THIS IS A DIRECTIVE TO PROCEED WITTI A CHANGE THAT MAY AFFECT THE CONTRACT PRICE OR CONTRACT TIMES. A CHANGE ORDER, IF ANY, SHOULD BE CONSIDERED PROMPTLY. 1�. 7/96 Section 00960 Page 2 the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a 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. 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non -responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to 12/03 Section 00100 Page 6 Advancement �' j of onsnutHon VTechnology REQUEST FOR INTERPRETATION Project: R.F.I. Number: From: To: Date: A/E Project Number. Re: Contract For: Specification Section: Paragraph: Drawing Reference: Detail: Request: Signed by: Date: Response: ❑ Attachments Response From: To: Date Rec'd: Date Red1d: Signed by. Date: Copies: ❑ Owner ❑ Consultants ❑ ❑ ❑ ❑ []File Copyright 1994, Construction Specifications Institute, Page of July 1994 99 Canal Center Plaza, Suite 300 Alexandria, VA 22314 CSI Form 13.2A 7/96 Section 00960 Page 3 of CoosAucuon Technobgy CLARIFICATION NOTICE Project: Clarification Notice Number: From: To: Date: A/E Project Number Re: ContractFor. This Clarification Notice is issued for the purpose of clarifying the Contract Documents based on an interpretation reasonably inferable from the Contract Documents, and therefore has no effect on the Contract Sum or Contract Time. Proceeding with Work in accordance with this Clarification Notice indicates acceptance with no change in the Contract Sum or Contract Time. Specification Section: Paragraph: Drawing Reference: Detail: Description: ❑ Attachments Signed by: Date: Copies: ❑ Owner ❑ Consultants ❑ ❑ ❑ ❑ ❑ File Copyright 1994, Construction Specifications Instimle, Page of July 1994 99 Canal Center Plan, Suite 300 Alexandria, VA CSI Form 13.3A 22314 7/96 Section 00960 Page 4 or CoAW nsnstructitin Tbctmorogy FIELD ORDER Project; Field Order Number: From: To: Re: Date: AiE Project Number: Contract For: You are hereby directed to execute promptly this Field Order which interprets the Contract Documents or orders minor changes in the Work without change in Contract Sum or Contract Time. If you consider that a change in Contract Sum or Contract Time is required, submit a Change Order Request to the A/E immediately and prior to proceeding with this Work. Specification Section: Paragraph: Drawing Reference: Detail: Description of Interpretation or Change: Attachments Signed by: Date: Copies: ❑ Owner ❑ Consultants ❑ ❑ ❑ ❑ ❑ File Copyright 1994, Construction Specification Institute, Page of July 1994 99 Canal Center Plena, Suite 300 Alenudria, VA 22314 CSI Form 13.4 A 7/96 Section 00960 Page 5 Gardens on Spring Creek - Children's Garden Technical Specifications TABLE OF CONTENTS DIVISION 1 - GENERAL REQUIREMENTS 01010 SUMMARY OF WORK 01020 ALLOWANCES 01025 MEASUREMENT AND PAYMENT 01026 APPLICATIONS FOR PAYMENT 01027 CHANGE ORDER PROCEDURES 01030 ALTERNATES 01040 COORDINATION 01041 SUPERINTENDENT 01045 CUTTING AND PATCHING 01046 ACCESS TO SITE 01060 REGULATORY REQUIREMETNS 01070 ABBREVIATIONS 01200 PROJECT MEETINGS 01310 CONSTRUCTION SCHEDULES 01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 01370 SCHEDULE OF VALUES 01400 QUALITY CONTROL 01410 TESTING 01510 TEMPORARY UTILITIES 01520 CONSTRUCTION EQUIPMENT AND AIDS 01530 BARRIERS AND ENCLOSURES 01560 TEMPORARY CONTROLS 01580 PROJECT SIGN 01590 FIELD OFFICES AND SHEDS 01600 MATERIAL AND EQUIPMENT 01700 CONTRACT CLOSEOUT 01710 CLEANING 01720 PROJECT RECORD DOCUMENTS 01730 OPERATING AND MAINTENANCE DATA 01740 WARRANTIES AND BONDS DIVISION 2 - SITE CONSTRUCTION 02230 SITE CLEARING 02231 TREE PROTECTION AND TRIMMING 02240 DEWATERING 02300 EARTHWORK 02630 STORM DRAINAGE 02666 POND AND RESERVOIR LINER 02751 CEMENT CONCRETE PAVEMENT 02764 PAVEMENT JOINT SEALANTS 02781 POROUS UNIT PAVING 02810 IRRIGATION 4/05 TABLE OF CONTENTS Gardens on Spring Creek - Children's Garden 02870 MISCELLANEOUS SITE WORK 02920 LAWNS AND GRASSES 02930 EXTERIOR PLANTS DIVISION 3 — CONCRETE 03300 CAST -IN -PLACE CONCRETE DIVISION 4 — MASONRY 04400 STONE MASONRY DIVISION 5 — METALS 05521 PIPE AND TUBE RAILINGS DIVISION 6 — WOOD AND PLASTICS 06100 ROUGH CARPENTRY 06150 WOOD PLASTIC COMPOSITE DECKING AND RAISED PLANTERS DIVISION 7 — THERMAL AND MOISTURE PROTECTION 07142 GARDEN ROOF OVER HOT -FLUID APPLIED ROOFING ASSEMBLY DIVISION 10 — SPECIALTIES 10300 METAL SHADE STRUCTURE DIVISION 13 — SPECIAL CONSTRUCTION 13475 FOUNTAIN MECHANICAL AND ELECTRICAL DIVISION 16—ELECTRICAL 16050 BASIC ELECTRICAL MATERIALS AND METHODS 4/05 TABLE OF CONTENTS 2 Gardens on Spring Creek - Children's Garden SECTION 01020 ALLOWANCES PART 1 GENERAL 1.01 WORK INCLUDED A. This Section identifies each Allowance by number. B. Related requirements specified elsewhere: 1. Bidding Documents: Bid Form. 2. Owner -Contractor Agreement: Incorporation of Allowances into the Work. 3. Sections of the Specifications as referenced. 4. General and Supplementary Conditions. 1.02 ALLOWANCE PROCEDURES 3/05 A. Allowances shall be included in the base Bid and shall include the costs of materials, delivery of materials to the site, and installation. B. If the actual cost of material selected by the Owner is less than the Allowance, the Contractor shall credit the Owner the difference; if the actual cost of the material selected is greater than the Allowance, the Contractor shall be entitled to an adjustment to the base price. C. Any extra material shall become the property of the Owner or restocked and credited to the Owner, at the Owner's option. 1.03 DESCRIPTION OF ALLOWANCES A. Allowance No. 1: NA END OF SECTION DIVISION 1 3 Gardens on Spring Creek - Children's Garden 3/05 DIVISION I Gardens on Spring Creek - Children's Garden SECTION 01025 MEASUREMENT AND PAYMENT PART 1 GENERAL 1.01 WORK INCLUDED 3/05 A. This Section covers methods of measurements and payment for items of Work covered in the Bid Form/Bid Schedule. 1. Owner will not pay for defective work and will not pay for repair or additional work required to bring the project to a point of acceptance. B. Bid Price. 1. The Total Bid Price covers all Work required by the Contract Documents. All work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of the Contractor and all costs in connection therewith shall be included in the prices bid for the various items of Work, unless otherwise noted. 2. Prices shall include all costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment and tools, performing all labor and supervision to fully complete the Work, associated General Conditions and Division I expenses associated with the Work, and the costs of Contractor overhead, profit and bonding applicable to the particular Bid Item. C. Related work specified elsewhere: I. Bid Form/Bid Schedule. END OF SECTION DIVISION I Gardens on Spring Creek - Children's Garden SECTION 01010 SUMMARY OF WORK PART 1 GENERAL 1.01 PROJECT SITE 3/05 A. Location: The Children's Garden's will be located at the Gardens on Spring Creek, 2145 Centre Avenue, Fort Collins, Colorado B. Owner: City of Fort Collins, 300 LaPorte Avenue, Fort Collins, CO 80522. City's Project Coordinator: Steve Seefeld, CCCA, Facilities Project Manager has been designated to serve as the Owner's Project Representative. All project communications shall be made through Mr. Seefeld, unless otherwise noted or approved. Mr. Seefeld can be contacted at: 970.221.6227. C. Design Professional: Principal Architect/Engineer (A/E) is EDAW, Incorporated. Contact Mark Kosmos at: 970.484.6073. 1. Architect, Engineer, and A/E shall be synonymous terms in this specification. D. Related requirements or conditions specified elsewhere: 1. Section 01020, Allowances. 2. Section 01022, Unit Prices. 3. Section 01030, Alternates. 4. Section 01046, Access to Site. 1.02 DESCRIPTION OF THE WORK A. Construction of an institutional garden including, but not limited to: overlot and finish/fine grading and landscape infrastructure consisting of: rock walls, planting beds, a "green -roof' shelter, concrete paths, special water features, outside electrical and minor mechanical. Specific features are planned as Contractor design/build and will require complete submittals and detailed shop drawings. B. Unless otherwise provided, Contractor shall provide, at his expense, all materials, labor, equipment, tools, transportation and utilities, including cost of connection necessary for successful completion of the project. C. It is the intent of the Owner not to disturb the normal functions of the facility and immediate surroundings, its residents and their visitors, employees, vendors, suppliers, contractors or related outside businesses during the work of this project. D. The Contractor shall be responsible for seeing that all contractors, subcontractors, suppliers and workmen associated with the project conduct themselves in a professional and businesslike manner while on the site. 1. Alcoholic beverages and smoking will not be permitted on the site, anywhere within the Owner's facilities or on the Owner's property. 2. All workers shall refrain from the use of profane or abusive language and other forms of harassment on the site. 3. Other specific conditions of this Section shall be as arranged at the Pre -Construction Conference. 4. Refer to Section 01046 for specific rights of the Owner's principal representative. 1.03 CONTRACTOR QUALIFICATIONS A. Contractor Qualifications: General Contractor shall have completed at least three (3) projects requiring similar work within the past five (5) years. 1. Contractor shall hold any appropriate Licenses with the City of Fort Collins, Larimer County, and/or the State of Colorado, in order to obtain permits for the project to administratively complete the work. DIVISION 1 Gardens on Spring Creek - Children's Garden 3/05 2. As a job specific requirement, the Contractor must either be: a. currently licensed as a (at minimum) class C-2 General Contractor with the City of Fort Collins. b. determined to be, by the City Project Representative, as having the capabilities to perform and complete the project successfully. B. Superintendent Qualifications: Refer to Section 01041. 1.04 FORM OF BID AND/OR CONSTRUCTION CONTRACT A. The work of this Project shall be bid and construction contracts awarded on the following basis, unless otherwise modified in the General or Supplementary Conditions of the Contract: 1. Lump sum basis, including approved Alternates. 1.05 WORK BY OTHERS A. Owner shall furnish and install all offsite improvements, including street improvements, utility extensions and stormwater systems by separate contract if necessary. END OF SECTION DIVISION 1 2 disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to 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 OWNER. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (43) days after the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 12/03 Section 00100 Page 7 Gardens on Spring Creek - Children's Garden 3/05 DIVISION 1 Gardens on Spring Creek - Children's Garden SECTION 01026 APPLICATIONS FOR PAYMENT PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED 3/05 A. Submit Applications for Payment to Owner in accordance with the schedule established by the General and Supplementary Conditions of the Contract and Owner -Contractor Agreement. B. Related requirements specified elsewhere: 1. Owner -Contractor Agreement: a. Lump sum and unit prices. b. Progress payments, retainages and final payment. C. Allowable progress payments for Contractor overhead, profit and Division I expenses. 2. Bid Form. 3. General and Supplementary Conditions: a. Retainages. b. Liquidated damages, if applicable. C. Partial release of lien affidavits. 4. Section 01370, Schedule of Values. 5. Section 01700, Contract Closeout. 6. Section 01730, Operating and Maintenance Data, 1.02 FORMAT AND DATA REQUIRED A. Submit itemized Applications typed on standard City of Fort Collins forms, unless otherwise approved. B. Provide itemized data on continuation sheet. Format, schedule, line items and values shall be those of the Schedule of Values accepted by the Owner and the A/E. C. Applications for payment shall include only that material, labor and/or stored material in place as of the date of Application. L03 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT A. Application Form I. Form shall be completed and notarized by a Notary Public, state of Colorado. 2. Fill in required information, including that for Change Orders executed prior to date of submittal of Application. Incomplete Application forms shall be returned to the Contractor and not processed. 3. Fill in summary of dollar values to agree with respective totals indicated on continuation sheets. 4. Certification shall be executed with signature of a responsible officer of contract firm. B. Continuation Sheets: 1. Fill in total list of all schedule component items of work with item number and scheduled dollar value for each item. 2. Fill in dollar value in each column for each scheduled line item when work has been performed or products stored, as of date of Application. 3. List each Change Order executed prior to date of Application at the end of the continuation sheets. a. List by Change Order number and description, as for an original component item of work. DIVISION 1 7 Gardens on Spring Creek - Children's Garden 3/05 C. Retainage: The Owner shall withhold retainage from each progress payment, as stipulated in the General and Supplementary Conditions. Contractor shall reflect the amount retained on each Application for Payment. D. Partial Release of Liens Affidavit: Contractor shall submit a Partial Release of Liens Affidavit with each Application for Payment certifying payment to Subcontractors, material suppliers or other entities having provided labor, materials and equipment related to the Work covered by the previous Application for Payment, as specified in the General and Supplementary Conditions. E. Prior to acceptance of Application for Payment, Contractor shall show that project record drawings are current and up to date per Section 01720, as requested by the Architect or Owner. F. Prior to acceptance of Application for Payment, Contractor shall provide certified payroll reports, as requested by the Owner, in conformance with the requirements of the Davis -Bacon Act, if applicable. G. Prior to acceptance of Final Application for Payment, Contractor shall submit complete operating and maintenance manuals for review and acceptance by the Architect and Owner. Refer to paragraph 1.06 below. 1.04 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS A. When the Owner requires substantiating data, Contractor shall submit suitable information with a cover letter identifying: 1. Project name, Application number and date. 2. Detailed list of enclosures. 3. Stored materials may be submitted for payment, provided they are stored on site, in the Subcontractor's insured facility, or in a bonded warehouse facility as of the date of Application. a. Submit item number and identification as shown on Application, description of specific material. b. Submit certificate of insurance indicating coverage of stored materials, if requested by the Owner. B. Submit one (1) copy of data for each copy of Application. 1.05 PREPARATION OF APPLICATION FOR FINAL PAYMENT A. Fill in Application form as specified for progress payments. B. Use continuation sheet for presenting the final statement of accounting as specified in Section 01700, Contract Close -Out. 1.06 SUBMITTAL PROCEDURE A. Submit Applications for Payment to Architect within the time limitations and deadlines stipulated in the Agreement. B. Number: Four (4) copies of each Application, or as established at the Pre -Construction Conference. C. When Architect finds Application properly completed and correct, he will transmit Certificate for Payment to Owner within seven (7) calendar days. D. Final Certificate for Payment shall be processed only after operating and maintenance manuals have been received, reviewed and accepted by the Architect and Owner. END OF SECTION DIVISION 1 Gardens on Spring Creek - Children's Garden SECTION 01027 CHANGE ORDER PROCEDURES PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED 3/05 A. Contractor shall prepare and promptly implement Change Order procedures: 1. Provide full written data required to evaluate proposed changes in the Contract Sum or extensions of the Contract Time. 2. Maintain detailed records of work done on a time-and-material/force-account basis. 3. Maintain detailed records of weather -related delays to substantiate claims for additional time. B. Designate in writing the member of Contractor's organization who is authorized to accept changes in the work. C. Related requirements specified elsewhere: 1. Owner -Contractor Agreement and Conditions of the Contract: a. Methods of determining cost or credit to Owner resulting from changes in the work made on a time -and -material basis. b. Contractor's claims for additional costs. C. Allowable limits for Contractor's overhead and profit. d. Established unit prices. 2. Section 01026, Applications for Payment. 3. Section 01046, Access to Site: Designation of Owner's Principal Representative, authorized to execute change orders. 4. Section 0 13 10, Construction Schedules. 5. Section 01370, Schedule of Values. 6. Section 01600, Material and Equipment: Substitutions. 7. Section 01720, Project Record Documents. 1.02 DEFINITIONS A. Change Order: See General Conditions. B. Architect's Supplemental Instructions, AIA Document G710: A written order, instructions or interpretations signed by Architect making minor changes in the work not involving a change in Contract Sum or Contract Time. C. Proposal Request, AIA Document G709: A written request by the Owner or Architect describing proposed changes in the work and requesting change order pricing from the Contractor, but not authorizing the work to be completed until approved in writing by the Owner. D. Construction Change Authorization, standard City of Fort Collins form: A written order to the Contractor signed by Owner and Architect which amends the Contract Documents as described and authorizes Contractor to proceed with a change which affects the Contract Sum or the Contract Time, for inclusion in a subsequent Change Order. 1.03 PRELIMINARY PROCEDURES A. Owner or Architect may initiate changes by submitting a Proposal Request to Contractor. Request will include: 1. Detailed description of the change, products and location of the change in the project. 2. Supplementary or revised Drawings and Specifications. 3. The projected time span for making the change and a specific statement as to whether overtime work is or is not authorized. 4. A specific period of time during which the requested price will be considered valid. DIVISION 1 9 Gardens on Spring Creek - Children's Garden 3/05 5. Such request is for information only and is not an instruction to execute the changes or to stop work in progress. B. Contractor may initiate changes by submitting a written notice to A/E containing: 1. Description of the proposed changes. 2. Statement of the reason for making the changes. 3. Statement of the affect on the Contract Sum and the Contract Time. 4. Statement of the affect on the work of separate contractors. 5. Documentation supporting any change in Contract Sum or Contract Time as appropriate. C. Changes in the work affecting construction cost and/or contract time shall not be started without a fully executed Change Order or other written authorization from the Owner and Architect, in accordance with the General and Supplementary Conditions. 1.04 CONSTRUCTION CHANGE AUTHORIZATION A. In lieu of a Proposal Request, Architect may issue a Construction Change Authorization for Contractor to proceed with a change for subsequent inclusion in a Change Order. B. Authorization will describe changes in the work, both additions and deletions, with attachments of revised Contract Documents to define details of the change and will designate the method of determining any change in the Contract Sum and any change in Contract Time. C. Owner and Architect will sign and date the Construction Change Authorization as authorization for the Contractor to proceed with the changes. D. Contractor will sign and date the Construction Change Authorization to indicate agreement with the terms therein. 1.05 DOCUMENTATION OF PROPOSALS AND CLAIMS A. Support each quotation for a lump sum proposal and for each unit price which has not previously been established with sufficient substantiating data to allow Architect and Owner to evaluate the quotation. 1. Labor and equipment required. 2. Materials required: a. Recommended source of purchase and unit cost. b. Quantities required. 3. Taxes, insurance and bonds. 4. Credit for work deleted from Contract similarly documented. 5. Overhead and profit. Refer to Supplemental Conditions of the Contract for established limits, if applicable. 6. Justification for any change in Contract Time. B. Support each claim for additional costs and for work done on a time-and-material/force-account basis, with documentation as required for a lump sum proposal plus additional information: 1. Name of the Owner's authorized agent who ordered the work and date of the order. 2. Dates and times work was performed and by whom. 3. Time record, summary of hours worked and hourly rates paid. 4. Receipts and invoices for: a. Equipment used, listing dates and times of use. b. Products used, listing quantities. C. Subcontracts. C. Document requests for substitutions for products as specified in Section 01600. D. Support each claim for additional time due to weather -related delays with the following daily information: 1. Statement of the reason for requesting an extension to the Contract Time due to the weather, including the materials or trades affected and the adverse effects of the weather upon these items. 2. Weather conditions at the site of the project for each day requested. 3. Temperature in Fahrenheit at the site for each day requested. 4. Any additional information requested by the Owner. DIVISION 1 10 Gardens on Spring Creek - Children's Garden 1.06 PREPARATION OF CHANGE ORDERS 3/05 A. Contractor shall prepare each Change Order, unless Owner or Architect is authorized and designated to prepare Change Orders at the Pre -Construction Conference. B. Form: Change Order is an Owner provided form. C. Change Order will describe changes in the work, both additions and deletions, with attachments of revised Contract Documents to define details of the change. D. Change Order will provide an accounting of the adjustment in the Contract Sum and the Contract Time. 1.07 LUMP SUM/FIXED PRICE CHANGE ORDER A. Content of Change Orders will be based on either: 1. Architect's Proposal Request and Contractor's response as mutually agreed between Owner and Contractor; or 2. Contractor's proposal for a change as recommended by Architect. B. Owner and Architect will sign and date the Change Order as authorization for the Contractor to proceed with the changes. C. Contractor will sign and date the Change Order to indicate agreement with the terms therein. 1.08 UNIT PRICE CHANGE ORDER A. Content of Change Orders will be based on either: 1. Architect's definition of the scope of the required changes. 2. Contractor's proposal for a change as recommended by Architect. 3. Survey of completed work. B. The amounts of the unit prices to be either: 1. Those stated in the Agreement. 2. Those mutually agreed upon between Owner and Contractor. C. When quantities of each of the items affected by the Change Order can be determined prior to start of the work: 1. Owner and Architect will sign and date the Change Order as authorization for Contractor to proceed with the changes. 2. Contractor will sign and date the Change Order to indicate agreement with the terms therein. D. When quantities of the items cannot be determined prior to start of the work: 1. Architect or Owner will issue a Construction Change Authorization directing Contractor to proceed with the change on the basis of unit prices and will cite the applicable unit prices. 2. At completion of the change, Architect will determine the cost of such work based on the unit prices and quantities used. a. Contractor shall submit documentation to establish the number of units of each item and any claims for a change in Contract Time. 3. Architect will sign and date the Change Order to establish the change in Contract Sum and in Contract Time. 4. Owner and Contractor will sign and date the Change Order to indicate their agreement with the terms therein. 1.09 TIME AND MATERIAL/FORCE ACCOUNT CHANGE ORDER/CONSTRUCTION CHANGE AUTHOR- IZATION A. Architect and Owner will issue a Construction Change Authorization directing Contractor to proceed with the changes. B. At completion of the change, Contractor shall submit itemized accounting and supporting data as provided in paragraph 1.05, Documentation of Proposals and Claims. DNISION 1 11 Gardens on Spring Creek - Children's Garden 3/05 C. Architect will determine the allowable cost of such work as provided in General Conditions and Supplementary Conditions. D. Architect and Owner will sign and date the Change Order to establish the change in Contract Sum and in Contract Time. E. Contractor will sign and date the Change Order to indicate their agreement therein. F. Owner must approve in writing and on a daily basis all time and material Change Orders. 1.10 CONTRACTOR OVERHEAD AND PROFIT A. General: Allowable limits to the Contractor's and Subcontractors' mark-ups on Change Orders shall be as established in the General Conditions or the Supplementary Conditions of the Contract. 1.11 CORRELATION WITH CONTRACTOR'S SUBMITTALS A. Periodically revise Schedule of Values and Application for Payment forms to record each change as a separate item of work and to record the adjusted Contract Sum. B. Periodically revise the Construction Schedule to reflect each change in Contract Time. 1. Revise sub -schedules to show changes for other items of work affected by the changes. C. Upon completion of work under a Change Order, enter pertinent changes in Record Documents. END OF SECTION DIVISION 1 12 Gardens on Spring Creek - Children's Garden 3/05 SECTION 01030 ALTERNATES PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. This section identifies each Alternate by number and describes the basic changes to be incorporated into the work only when that Alternate is made a part of the work by specific provisions in the Owner - Contractor Agreement. B. Coordinate related work and modify surrounding work as required to properly integrate the work under each Alternate for the complete construction required by the Contract Documents. C. Related requirements specified elsewhere: 1. Bidding Documents: Method of quotation of the cost of each Alternate and the basis of the Owncr's acceptance of Alternate. 2. Owner -Contractor Agreement: Incorporation of Alternates into the work. 3. Bid Form and Bid Schedule. 4. Sections of the Specifications as listed under the respective Alternates. Referenced Sections of Specifications stipulate pertinent requirements for products and methods to achieve the work stipulated under each Alternate. D. Alternates will be accepted as follows, unless otherwise modified by the General or Supplementary Conditions to the Contract. 1. Alternates will be accepted in any order. 1.02 DESCRIPTION OF ALTERNATES A. Alternate No. 1 Entry Plaza Pool: The footings, cast in place walls, mortared sandstone veneer and spigot details associated with the Entry Plaza Pool are to be part of this bid alternate. This area and related details are noted in the construction documents plans and details with the term "BID ALTERNATE." All area drains and piping noted on the plans as well as the transfer pump associated with the watering can detail is not part of the bid alternate and should be calculated for in the base bid. END OF SECTION DIVISION 1 13 Gardens on Spring Creek - Children's Garden 3/05 DIVISION 1 14 Gardens on Spring Creek - Children's Garden 3/05 SECTION 01040 COORDINATION PART 1 GENERAL 1.01 COORDINATION REQUIREMENTS A. Contractor shall be responsible for the overall coordination of all civil, landscape and urban design, architectural, structural, mechanical and electrical components and systems that are a part of this project. 1. Coordinate components and systems prior to purchasing or fabricating. 2. Coordinate materials, equipment and fixtures supplied by various trades for compatibility with the final installation. B. Coordinate all work included in the Construction Documents, including but not limited to the following construction trades: 1. Demolition. 2. Earthwork, excavation and grading. 3. Onsite utilities, including utilities designed by other jurisdictions. 4. Cast -in -place concrete. 5. Structural steel and metalwork. 6. Carpentry and cabinetwork. 7. Building and roof insulation. 8. Roofing and flashings. 9. Doors, windows and glazing systems. 10. Painting and finishing. 11. Flooring and hard surfaces. 12. Specialties. 13. Equipment. 14. Mechanical and plumbing systems. 15. Electrical systems. C. Coordinate scheduling, submittals and work of the Drawings and various Sections of Specifications to assure efficient and orderly sequence of installation of interdependent construction elements. D. Coordinate and verify that utility requirement characteristics of operating equipment are compatible with the building utilities. Interruption of utility services shall be scheduled with and subject to the approval of the Owner seven (7) business days prior to the interruption. E. Coordinate utility locates and utility designs with the City of Fort Collins and other jurisdictions having authority over the project. Refer to Section 01060. F. Related requirements specified elsewhere: 1. General and Supplementary Conditions: Contractor's Responsibilities. 2. Section 01010, Summary of Work. 3. Section 01050, Field Engineering. 4. Section 01060, Regulatory Requirements. 5. Section 01600, Materials and Equipment: Substitutions. 6. Section 06100, Rough Carpentry: General project coordination. 1.02 RELATED WORK BY OTHERS A. Coordinate as required with the Owner for related work, as shown on the Drawings or specified herein, to be performed by the Owner's own forces or by separate contract from this project. Refer to Section 01010. DIVISION 1 15 19.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER shall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 20.0 TAXES. OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions are available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 23.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 24.0 BID RESULTS. For information regarding results for individual Bids send a self- addressed, self -stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. 12/03 Section 00100 Page 8 Gardens on Spring Creek - Children's Garden 3/05 1.03 COORDINATION OF SCHEDULES A. Coordinate schedule of construction activity with the Owner's continued use of the facility and site. Refer to Section 01046, Access to Site. B. Coordinate schedule of construction activity with the Owner and other Contractors as necessary to facilitate the related work by others described above. 1.04 COORDINATION MEETINGS A. In addition to progress meetings specified in Section 01200, Contractor shall hold coordination meetings and pre -installation conferences with personnel and Subcontractors to assure coordination of work. 1.05 COORDINATION OF SUBMITTALS A. General: Schedule and coordinate all submittals specified in Section 01340 or other Sections. B. Coordinate work of various Sections having interdependent responsibilities for installing, connecting to and placing in service such equipment. C. Coordinate requests for substitutions to assure compatibility of space, operating elements and the effect on work of other Sections. 1.06 COORDINATION OF SPACE A. Coordinate use of project space and sequence of installation of mechanical and electrical work which is indicated diagrammatically on the Drawings. Follow routing shown for pipes, ducts and conduits as closely as practicable, with due allowance for available physical space; make runs parallel with lines of building. Utilize space efficiently to maximize accessibility for other installations, for maintenance and for repairs. B. In finished areas, except as otherwise shown, conceal pipes, ducts and wiring in the construction. Coordinate locations of fixtures and outlets with finish elements. 1.07 COORDINATION OF CONTRACT CLOSE-OUT A. Coordinate completion and cleanup of work of separate Sections in preparation for Substantial Completion. B. Assemble and coordinate close-out submittals specified in Section 01700. C. After Owner's occupancy of premises, coordinate access to the site by various Sections for correction of defective work and work not in accordance with Contract Documents to minimize the disruption of Owner's activities. END OF SECTION DIVISION 1 16 Gardens on Spring Creek - Children's Garden 3/05 SECTION 01041 SUPERINTENDENT PART1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Contractor shall employ a competent superintendent and any necessary assistants, who shall be in attendance at the project site during performance of the work. B. Superintendent shall be on the jobsite to the minimum level specified herein, but in all cases whenever a Subcontractor is working on the project. C. Related work specified elsewhere: 1. General and Supplementary Conditions of the Contract. 2. Section 01010, Summary of Work. 3. Section 01040, Coordination, 4. Section 01046, Access to Site. 1.02 QUALIFICATIONS A. Contractor shall employ a competent superintendent to supervise and coordinate all construction and jobsite administration tasks for the duration of the project. 1. Superintendent shall be a regular employee of the Contractor's firm, unless the use of a contract employee is approved and authorized by the Owner in writing. 2. Superintendent shall have a general knowledge of the type of construction proposed for this project, and shall have successfully completed at least one (1) project of similar size and complexity in the past five (5) years, serving in a similar capacity. 3. Contractor shall submit a written resume, references for similar completed projects and other supporting documents to verify the qualifications of the person(s) to be employed as superintendent for this project, if requested by the Owner. 1.03 REQUIRED LEVEL OF SUPERVISION A. Superintendent shall be present at the jobsite until Substantial Completion on a full-time basis. 1. Superintendent shall be present at the jobsite whenever a Subcontractor is working on the project. 2. Superintendent shall be present during any municipal or utility inspection. 3. Superintendent shall be present at any regularly scheduled meeting and/or Owner, or, A/E requested meeting. B. Superintendent shall be present at the jobsite after Substantial Completion and through project closeout as follows: 1. Superintendent need not be onsite full time during this period, except as noted below. 2. Superintendent (need not) be present at the jobsite when punch -list work is being completed. END OF SECTION DIVISION 1 17 Gardens on Spring Creek - Children's Garden 3/05 DIVISION 1 18 Gardens on Spring Creek - Children's Garden SECTION 01045 CUTTING AND PATCHING PART 1 GENERAL 3/05 1.01 WORK INCLUDED A. Requirements and limitations for cutting and patching of the work. Cutting and patching shall be as required to provide a complete and finished project. B. Related work specified elsewhere: 1. Section 01600, Materials and Equipment: Substitutions. 2. Section 02070, Selective Demolition. 1.02 SUBMITTALS A. Submit written request in advance of cutting or alteration which affects: 1. Structural integrity of any element of the project. 2. Building, fire, life safety or handicapped accessibility compliance of the project. 3. Integrity of weather -exposed or moisture -resistant elements. 4. Efficiency, maintenance or safety of any operational element. 5. Visual or aesthetic qualities of sight -exposed elements. B. Include in request: 1. Location and description of affected work. 2. Necessity for cutting or alteration. 3. Description of proposed work and products to be used. 4. Alternatives to cutting and patching. 5. Effect on work of Owner or separate Contractor, if any. 6. Date and time work will be executed. PART 2 PRODUCTS 2.01 MATERIALS A. Materials used in cutting and patching shall be those required for, or to match, original construction. B. For any change in materials, submit request for substitution in accordance with Section 01600. PART 3 EXECUTION 3.01 CUTTING AND PATCHING A. Execute cutting, fitting and patching as required for a complete and finished project. 1. Contractor shall be responsible for cutting and patching as required forthe completion of the work. No cutting shall be done without approval of the Architect or Owner as to location, method and extent of cutting. 2. Fit work tight to adjacent elements. Maintain integrity of wall, roof, ceiling or floor constructions and finishes. Refinish surfaces to match adjacent finishes. 3. Minimize extent of necessary cutting and patching. Thoroughly explore alternatives to cutting and patching. Remove and replace defective and non -conforming work. 4. Provide openings in elements of the work for mechanical and electrical penetrations, work of other trades or Subcontractors. DIVISION 1 19 Gardens on Spring Creek - Children's Garden 3/05 B. Cutting, patching and fitting shall be performed by personnel or subcontractors skilled in the particular trades or Sections of the work involved. C. Perform cutting by methods which will prevent damage to other portions of the work and provide proper surfaces to receive installation of repair and new work. D. Perform fitting and adjusting of products to provide finished installation complying with the specified tolerances and finishes. END OF SECTION DIVISION 1 20 Gardens on Spring Creek - Children's Garden 3105 SECTION 01046 ACCESS TO SITE PART 1 GENERAL 1.01 OWNER'S USE OF PREMISES A. The City of Fort Collins shall fully occupy the existing facility, parking areas and grounds during construction of this project, except for specific areas designated strictly for use by the Contractor as specified in paragraph 1.02. B. It is the intent of the Owner not to disturb the normal functions of the complex, visitors, employees, vendors, suppliers, contractors or related outside businesses during the work of this project. C. The City of Fort Collins (the Owner) shall not occupy or use any portion of the building or site until Substantial Completion of the project. D. Refer to paragraph 1.04 below for special site restrictions. E. The Owner's principal representative on this project shall be Steve Seefeld. Mr. Seefeld shall be the only representative of the Owner with access to the site with or without the Contractor's knowledge, permission or guidance. Subject to review in Pre -construction meeting. G. Related conditions specified elsewhere: 1. Section 01010, Summary of Work. 2. Section 01040, Coordination. 3. Section 01060, Regulatory Requirements. 4. Section 01510, Temporary Utilities. 5. Section 01590, Field Offices and Sheds. 1.02 CONTRACTOR'S USE OF PREMISES A. Contractor shall have access to the site of new construction as required for the successful completion of the project, as arranged at the Pre -Construction Conference. B. Site area affected by construction access, construction activities, employee parking and material storage areas is to be minimized. 1. General limits of the site access are as shown on the site plan in the Drawings. Final limits shall be as determined at the Pre -Construction Conference. 2. Owner's access to non -effected areas'of the site shall be maintained at all times. Employee parking areas will be maintained throughout the duration of the project, as determined at the Pre -Construction Conference. 3. Contractor's employees and subcontractors shall not park on the public streets adjacent to the site without written permission from the Owner's Representative. C. Access to areas of the existing facility affected by construction activities of the project is to be minimized. 1. Schedules for construction activities within the existing facility shall be submitted to the Owner for approval a minimum of seven (7) days prior to beginning work. 2. Access to areas of new construction through the existing facility will not be allowed. 3. Contractor shall protect all existing exterior and interior materials and finishes as determined at the Pre -Construction Conference. Contractor shall repair or replace any existing materials or finishes damaged as a part of this work at no cost to the Owner, including damage to adjacent properties. 4. Contractor shall provide daily cleaning of the site and areas of the existing facility during the period of construction activity. D. Contractor shall assume full responsibility for the protection and safekeeping of products under this Contract stored on the site and for completed work. E. Noise Control: Refer to Section 01560, Temporary Controls. F. Dust and Erosion Control: Refer to Section 01560, Temporary Controls. DIVISION 1 21 Gardens on Spring Creek - Children's Garden 3/05 G. Construction Hours: Refer to Section 01560, Temporary Controls. H. Toilet Facilities: Refer to Section 01510, Temporary Utilities. 1.03 CONSTRUCTION STAGING A. Contractor shall provide a staging and phasing plan for the Owner's review and approval at the Pre - Construction Conference, including: 1. Major materials to be stored on the site. 2. Major equipment to be used in the work, with the proposed placement of this equipment during different phases of construction. 3. Field offices, trailers and storage sheds, including those proposed by major Subcontractors. 4. Limits of temporary site fencing, including access points. 5. Proposed location for construction vehicle and employee parking. 6. Proposed phasing or sequencing of construction on the site. B. Rooftop Staging: Contractor's use of the roof area for storage of demolished or new materials shall be limited by the structural capacity of the roof structure. (if applicable) 1.04 SPECIAL SITE RESTRICTIONS A. Contractor shall acquire any permits or other approvals as required for street or alleyway closures for deliveries and as necessitated by the construction. Refer to Section 01060, Regulatory Requirements. END OF SECTION DIVISION 1 22 Gardens on Spring Creek - Children's Garden SECTION 01060 REGULATORY REQUIREMENTS PART 1 GENERAL 1.01 APPROVAL AND RECOMMENDATION AGENCIES 3/05 A. The City of Fort Collins has jurisdiction for review and approval of the project, including but not limited to, the following departments: 1. Planning and Zoning. 2. Building Inspection. 3. Fire Prevention. 4. Engineering and Traffic Engineering. 5. WaterAVastewater Utility. 6. Stormwater Utility. 7. Electric Utility. 8. Handicapped Advisory Commission. B. Other entities having jurisdiction of this project, include but are not limited to: I . State of Colorado Department of Public Health and Environment. 2. Larimer County Health Department. 3. State of Colorado, Department of Transportation. 4. Water Utility. 5. Poudre Fire Authority. C. Codes which have been adopted by City of Fort Collins applicable to the project include, but may not be limited to: 1. Uniform Building Code, 1997 Edition. 2. Uniform Code for Building Conservation, Current Edition. 3. Uniform Plumbing Code, 1997 Edition. 4. Uniform Mechanical Code, 1997 Edition. 5. CDOT Standard Specifications for Road and Bridge Construction. 6. NFPA 101, Life Safety Code, Current Edition. 7. National Electrical Code, Current Edition. 8. ANSI Al 17.1, American National Standards Institute Specifications for Making Buildings and Facilities Accessible to and Usable by Physically Handicapped People, Current Edition. 9. Americans with Disabilities Act, provisions for accessibility by physically handicapped people, 1990. 10. Miscellaneous health and safety codes and standards applied by the State of Colorado Department of Public Health and Environment. 11. Any other local, state or federal codes which are applicable. 12. In case of a conflict between referenced applicable codes, the one having the more stringent requirements shall govern. 1.02 SERVICES AND UTILITIES A. Utility services are provided to the area of the project by the following jurisdictions: 1. Water: City of Fort Collins Utilities Department. 2. Sanitary Sewer: City of Fort Collins Utilities Department. 3. Stormwater Drainage: Not Applicable. 4. Natural Gas: Xcel Energy. 5. Telephone: Qwest. 6. Cable Television: AT&T Broadband. 7. Electric: City of Fort Collins Utilities Department. DIVISION 1 23 Gardens on Spring Creek - Children's Garden 3105 B. Specific on- and off -site utility extensions and service lines are shown on the Drawings, except: 1. Natural gas. 2. Telephone. 3. Cable television. 4. Electrical primary service to location(s) of the transformer(s). The Contractor shall be responsible for coordinating the work of these outside utility providers, as well as the coordination of these utilities with those shown on the Drawings. Refer to Section 01040. 1.03 COMPLIANCE WITH APPLICABLE LAWS A. In addition to any applicable regulations referenced elsewhere, all Contractors shall strictly adhere to all applicable federal and state laws, orders, and all applicable standards, regulations, interpretations or guidelines issued pursuant thereto, including but not limited to: 1. National Environmental Policy Act of 1969, as amended, and the implementing regulations of HUD and of the Council on Environmental Quality providing for establishment of national policy, goals, and procedures for protecting, restoring and enhancing environmental quality. 2. The Clean Air Act of 1970 as amended, requiring that federal assistance will not be given and that license or permit will not be issued to any activity not conforming to the State implementation plan for national primary and secondary ambient air quality standards. 3. Davis -Bacon Fair Labor Standards Act requiring that, on all contracts and subcontracts which exceed $2,000 for federally -assisted construction, alteration or rehabilitation, laborers and mechanics employed by contractors or subcontractors shall be paid wages at rates not less than those prevailing on similar construction in the locality as determined by the Secretary of Labor. 4. Contract Work Hours and Safety Standards Act of 1962 requiring that mechanics and laborers employed on federally -assisted contracts which exceed $2,000 be paid wages of not less than one and one-half times their basic wage rates for all hours worked in excess of forty in a work week. 5. Copeland "Anti -Kickback" Act of 1934 prohibiting and prescribing penalties for "kickbacks" of wages in federally -financed or assisted construction activities. 6. The Lead -Based Paint Poisoning Prevention Act - Title IV prohibiting the use of lead -based paint in residential structures constructed or rehabilitated with federal assistance, and requiring notification to purchasers and tenants of such housing of the hazards of lead -based paint and of the symptoms and treatment of lead -based paint poisoning. 7. Section 109 of the Housine and Community Development Act of 1974, as amended, providing that no person shall be excluded from participation (including employment), denied program benefits or subjected to discrimination on the basis of race, color, national origin or sex under any program or activity funded in whole or in part under Title I (Community Development) of the Act. 8. Title VI of the Civil Rights Act of 1964 prohibiting discrimination on the basis of race, color, religion or religious affiliation, or national origin in any program or activity receiving federal financial assistance. 9. Executive Order 11246 (1965), as amended by Executive Orders 11375, prohibiting discrimination on the basis of race, religion, sex or national origin in any phase of employment during the performance of federal or federally -assisted contracts in excess of $2,000. 10. Section 504 of the Rehabilitation Act of 1973, as amended, providing that no otherwise qualified individual shall, solely by reason of a handicap, be excluded from participation (including employment), denied program benefits or subjected to discrimination under any program or activity receiving federal funds. 1.04 HANDICAPPED ACCESSIBILITY A. Construction shall be in substantial compliance with the requirements of the American National Standards Institute Specifications for Making Buildings and Facilities Accessible to and Usable by DIVISION 1 24 Gardens on Spring Creek - Children's Garden 3/05 Physically Handicapped People, ANSI A117.1, Current Edition, and the Americans with Disabilities Act, 1990. B. Refer to Section 01010, Summary of Work, for extent of handicapped accessible and handicapped adaptable construction. C. Refer to specific Sections of the Specifications for specific requirements relating to each section. 1.05 SAFETY OF LIFE, HEALTH AND PUBLIC WELFARE A. Contractor shall have sole responsibility for compliance on the job site with all applicable portions of the Williams -Steiger Occupational Safety and Health Act (OSHA) and compliance with the Equal Employment Opportunity Act (EEO). I . Contractor shall fully comply with OSHA requirements for maintaining Material Safety Data Sheets (MSDS) on the site. B. Protection of life, health and public welfare as it relates to construction of the project is the responsibility of the Contractor. The Owner will not provide observation, inspection, supervision or any comment on plans, procedures or actions employed at the project as they relate to safety of life, health or public welfare. If conditions are imposed by the Owner which interfere with or imply actions detrimental to safety, written notice shall be returned to the Contractor for action prior to affecting any unsafe conditions. C. The Architect shall not have control or charge of, and shall not be responsible for, construction means, methods, techniques, sequences or procedures for safety precautions and programs in connection with the work, for the acts or omissions of the Contractor, subcontractors or any other persons performing any of the work or for the failure of any of them to carry out the work in accordance with the Contract Documents. 1. The Architect shall have no responsibility for the discovery, presence, handling, removal or disposal of or exposure of persons to hazardous materials in any form at the project site, including but not limited to asbestos, asbestos products, lead -based paint, polychlorinated biphenyl (PCB) or other toxic substances. Refer also to Section 02080, Hazardous Material Removal. 1.06 PERMITS AND FEES A. Refer to General and Supplementary Conditions. B. Contractor shall be responsible for all permits, fees and inspections required by the regulatory agencies referenced above, including but not limited to: 1. Subcontractor fees. 2. Any other local or state permits or fees. 3. Plan review fees. 4. Building Permit fees. C. Owner shall be responsible for the following permits, fees and inspections required by the regulatory agencies referenced above, including but not limited to: 1. Utility impact and plant investment fees, and other development fees. 2. Utility tap and meter fees. D, The Contractor shall be responsible for applying for, and acquiring, all building permits, inspections and any other permits required for the construction of this project, except as modified below. 1. The Drawings and Specifications may be in the City of Fort Collins' review process during the bidding phase of the project. END OF SECTION DIVISION 1 25 END OF SECTION 12/03 Section 00100 Page 9 Gardens on Spring Creek - Children's Garden 3/05 DIVISION 1 26 Gardens on Spring Creek - Children's Garden SECTION 01070 ABBREVIATIONS PART1 GENERAL 1.01 DEFINITIONS 3/05 A. Wherever used in these Specifications, the following abbreviations shall have the meanings indicated AAMA American Architectural Manufacturers Association AASHTO American Association of State Highway & Transportation Officials ADA Americans with Disabilities Act AIA American Institute of Architects AISC American Institute of Steel Construction AISI American Iron and Steel Institute AITC American Institute of Timber Construction ANSI American National Standards Institute ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWI Architectural Woodwork Institute AWS American Welding Society AWWA American Water Works Association CDOT Colorado Department of Transportation CISPI Cast Iron Soil Pipe Institute CRSI Concrete Reinforcing Steel Institute CS Commercial Standard EEI Edison Electric Institute FS Federal Specifications IBBM Iron Body, Bronze Mounted IBC International Building Code IEEE Institute of Electrical and Electronics Engineers IRC International Residential Building Code ISA Institute Society of America IGCC Insulating Glass Certification Council LEED Leadership in Energy and Environmental Design MBMA Metal Building Manufacturer's Association MCC Motor Control Center MCIP Motor Control Instrument Panel MSL Mean Sea Level MSS Manufacturer's Standardization Society of the Valves and Fittings NBS National Bureau of Standards NEC National Electric Code NEMA National Electrical Manufacturers Association NFRC National Fenestration Rating Council NFPA National Forest Products Association NPT National Pipe Thread NRS Non -Rising Stem NWMA National Woodwork Manufacturer's Association PIMA Polyisocyanurate Insulation Manufacturer's Association RPM Revolutions per minute SDI Steel Deck Institute SJI Steel Joist Institute SMACNA Sheet Metal and Air Conditioning Contractors National Association, Inc. SPRI Single -Ply Roofing Institute DIVISION 1 27 Gardens on Spring Creek - Children's Garden 3/05 TCA Tile Council of America UBC Uniform Building Code UCBC Uniform Code for Building Conservation UFC Uniform Fire Code UL Underwriter's Laboratories UMC Uniform Mechanical Code UPC Uniform Plumbing Code END OF SECTION DIVISION 1 28 Gardens on Spring Creek - Children's Garden SECTION 01200 PROJECT MEETINGS PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED 3/05 A. Owner shall schedule and administer Pre -Bid and Pre -Construction Conferences. B. Contractor shall schedule and administer periodic progress meetings and specially called meetings throughout progress of the work. 1. Prepare agenda for meetings and conduct meetings. 2. Record the minutes, including significant proceedings and decisions. 3. Reproduce and distribute copies of minutes within five (5) days after each meeting to all participants in the meeting and parties affected by decisions made at the meeting. 4. Prepare and regularly update an "open items list" to document and track required decisions and pending changes. C. Representatives of contractors, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. D. Owner's representative will attend meetings to ascertain that work is expedited consistent with Contract Documents and construction schedules. 1.02 PRE -CONSTRUCTION MEETING A. Owner shall schedule and administer the Pre -Construction Conference within five (5) working days after the date of Notice to Proceed. B. Location: A central site, convenient for all parties, designated by the Owner. C. Attendance: 1. Owner's principal representative. 2. Contractor's project manager and superintendent. 3. Major subcontractors. D. Agenda: 1. Distribution and discussion of: a. List of major subcontractors. b. Project construction schedules. C. Schedule of Values. d. Contractor's staging plan. 2. Critical work sequencing. 3. Major equipment deliveries and priorities. 4. Project coordination. a. Designation of responsible personnel. 5. Procedures and processing of: a. Field decisions. b. Proposal requests. C. Submittals, shop drawings and samples. d. Change Orders. e. Applications for Payment. f. Certified payroll reports for Davis -Bacon wage reporting, if applicable. 6. Adequacy of distribution of Contract Documents. 7. Procedures for maintaining Record Documents. 8. Use of premises: a. Field office, work and storage areas. b. Owner's use of site and grounds. 9. Construction facilities, controls and construction aids. DIVISION 1 29 Gardens on Spring Creek - Children's Garden 3/05 10. Temporary utilities, 11. Safety and first -aid procedures. 12. Security procedures and temporary site or building fencing and enclosures. 13. Housekeeping procedures. 14. Pending changes and substitutions by Change Order. 15. Installation of project sign. 1.03 PROGRESS MEETINGS A. Contractor shall schedule -and administer regular weekly meetings as determined at the Pre -Construction Conference and specially called meetings as required by progress of the work. B. Location of the Meetings: As designated by Contractor and coordinated with the Owner's principal representative, normally the Contractor's jobsite trailer. C. Attendance: 1. Contractor's project manager and on -site superintendent. 2. Owner's principal representative. 3. Architect and his professional consultants, as needed. 4. Subcontractors as appropriate to the agenda. 5. Others as appropriate. D. Suggested Agenda: 1. Review of work progress since previous meeting. 2. Field observations, problems and conflicts. 3. Review of off -site fabrication and delivery schedules. 4. Revisions to the construction schedule. 5. Progress and schedule during succeeding work period. 6. Review submittal schedules and expedite as required. 7. Maintenance of quality standards. 8. Pending changes and substitutions, with review of the proposed changes for: a. Effect on construction schedule and completion date. b. Effect on other contracts of the project. 9. Review of Contractor's application for progress/final payment. 10. Walk-through inspection of the work in progress by the Owner's representative, Architect and his consultants, as necessary, and General Contractor. Subcontractors will only be involved in these walk-throughs as requested by the Owner or Architect. END OF SECTION DIVISION 1 30 Gardens on Spring Creek - Children's Garden SECTION 0 13 10 CONSTRUCTION SCHEDULES PART 1 GENERAL 3105 1.01 REQUIREMENTS INCLUDED A. Contractor shall prepare and submit to the Architect estimated construction progress schedules for the work with subschedules of related activities which are essential to its progress. B. Submit revised progress schedules periodically. C. Related requirements specified elsewhere: 1. General and Supplementary Conditions, and Conditions of the Contract: Liquidated Damages. 2. Section 01040, Coordination. 3. Section 01200, Project Meetings. 4. Section 01340, Shop Drawings, Product Data and Samples. 5. Section 01700, Contract Close -Out, 1.02 FORM OF SCHEDULES A. Type: Schedules will be computer generated, using software specifically designed for this intent, and shall be capable of automatically adjusting critical path entries. B. Prepare schedules in a continuous flow, both daily and weekly formats. 1. Provide separate horizontal bar for each trade, supplier or subcontractor. 2. Horizontal Time Scale: Identify the first workday of each week. 3. Scale and Spacing: As required to allow space for notations and future revisions. 4. Minimum Size: 8-1/2" x I V. C. Format of Listing: Table of Contents of this project manual. D. Format of Scheduling: Chronological order of the start of each item of work. E. Identification of Listings: By major specification section numbers as a minimum. 1. Listings shall be complete enough to include each item of work that is sizable enough to affect either the start of, or completion of, other areas of the work. 1.03 CONTENT OF SCHEDULES A. Construction Progress Schedule: 1. Show the complete sequence of construction by activity. 2. Show the dates for the beginning and completion of each major element of construction, based upon the Schedule of Values. 3. Substantial completion, punch list completion, final completion and contract close-out shall be included. B. Final Completion Schedule: Contractor shall update the latest progress schedule through contract close-out. C. Nothing in these requirements shall be deemed to be a usurpation of the Contractor's authority and responsibility to plan and schedule the work as he sees fit, subject to all other requirements of the Contract Documents. 1.04 SUBMISSIONS A. Submit initial schedule within fifteen (15) days after Award of Contract. 1. Owner and A/E will review schedules and return review copy within ten (10) days after receipt, if modifications are required. 2. If required, resubmit within seven (7) days after return of review copy. DIVISION 1 31 Gardens on Spring Creek - Children's Garden 3/05 B. Submit revised progress schedules with each Application for Payment indicating actual work progress in comparison to scheduled progress. Schedules will be reviewed at normally scheduled meetings, as set forth in Section 01200. Submit final schedule with contract close-out documentation. 1.05 DISTRIBUTION OF SCHEDULES A. Distribute copies of the reviewed schedules to: I. Job site file. 2. Owner's representative. 3. A/E 4. Other concerned parties. Instruct recipients to report promptly to the Contractor in writing any problems anticipated by the projections shown in the schedules. END OF SECTION DIVISION 1 32 Gardens on Spring Creek - Children's Garden SECTION 01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED 3105 A. Coordinate and submit shop drawings, product data and samples required by the Contract Documents. B. Provide shop drawings for approval by Owner for all Contractor Design Build Items C. Related requirements specified elsewhere: I. Conditions of the Contract: Definitions and additional responsibilities of parties. 2. Section 01040, Coordination. 3. Section 01200, Project Meetings. 4. Section 01310, Construction Schedules. 5. Section 01720, Project Record Documents. 6. Division 15, Mechanical, and Division 16, Electrical. 1.02 SHOP DRAWINGS A. Drawings shall be presented in a clear and thorough manner, with sufficient detail and completeness to clearly illustrate all conditions of the specific installation. 1. Details shall be identified by reference to sheet and detail, schedule or room numbers shown on Contract Drawings. 2. Shop drawings shall be returned un-reviewed if, in the opinion of the Owner or consultants, the drawings lack sufficient completeness or clarity to allow their review. B. Sheet size for all shop drawings shall be 8-1l2" x 11 ", I V x 17" or 24" x 36". C. Quantity and Format: Unless otherwise directed by the Owner, provide the following: I. Shop Drawings: One (1) reproducible and three (3) prints or copies. D. Cover Sheet: Each copy shall contain the Shop Drawing Identification Form, located at the end of this Section. 1.03 PRODUCT DATA A. Preparation: 1. Clearly mark each copy to identify pertinent products or models. 2. Show performance characteristics and capacities. 3. Show dimensions and clearances required. 4. Show wiring or piping diagrams and controls. B. Manufacturer's standard schematic drawings and diagrams: I. Modify drawings and diagrams to delete information which is not applicable to the work. 2. Supplement standard information to provide information specifically applicable to the work. C. Quantity and Format: Unless otherwise directed by the Owner, provide the following: 1. Product Data: Minimum five (5) complete sets. 1.04 SAMPLES A. Office samples shall be of sufficient size and quantity to clearly illustrate: 1. Functional characteristics of the product with integral related parts and attachment devices. 2. Full range of color, textures and pattern. B. Contractor shall coordinate and submit all samples requiring finish, texture or color selection by the Owner so that these materials may be reviewed by the Owner as a complete package. The Owner reserves the right to withhold finish and color selections until all such samples have been submitted. DIVISION 1 33 Gardens on Spring Creek - Children's Garden 1.05 CONTRACTOR RESPONSIBILITIES 3/05 A. Contractor shall prepare and submit to the Owner a log of shop drawing, product data and sample submittals, indicating schedules for submission and review of individual products or equipment. B. Contractor shall coordinate and make submittals promptly, in accordance with the approved submittal schedule. The Owner shall not be responsible for delays in the work caused by the Contractor's failure to make submittals in a timely manner, the completeness and/or accuracy of such submittals, or failure to allow adequate time for review of submittals by the Owner or his professional consultants. C. Contractor shall review shop drawings, product data and samples prior to submission to Owner. Contractor shall determine and verify: 1. Quantities. 2. Field measurements. 3. Field construction criteria. 4. Catalog numbers and similar data. 5. Conformance with Specifications. 6. Completeness of submittal and compliance with the requirements of this Section. D. Coordinate each submittal with requirements of the work and of the Contract Documents. Contractor shall coordinate submittals between related items of work prior to purchasing or fabricating. E. Review of shop drawings and submittals by the Owner/Engineer is only for general conformance with design intent of the project and general compliance with the information given in the Contract Documents. Contractor shall be responsible for meeting all requirements of the Drawings and/or Specifications, whether noted in the Owner/A/E review or not. F. Notify the Owner/Engineer in writing at time of submission of any deviations in the submittals from requirements of the Contract Documents. The Contractor must submit in writing any requests for modifications to the Drawings and Specifications. Shop drawings submitted to the Owner/A/E for this review do not constitute "in writing" unless it is noted that specific changes are being requested. Changes by means of shop drawings become the sole responsibility of the Contractor. G. Begin no fabrication or work which requires submittals until return of submittals with Owner/A/E approval. 1.06 SUBMISSION REQUIREMENTS A. Make submittals promptly, in accordance with approved schedule and in such sequence as to cause no delay in the work or in the work of any other Contractor. B. Number of submittals required: 1. Shop Drawings: As specified in paragraph 1.02.C. 2. Product Data: As specified in paragraph 1.03.C. 3. Samples: Submit one sample or set of samples of each item requested. 4. The Owner reserves the right to withhold review and approval of submittals until all required copies have been furnished. C. Submittals shall contain the following information, to be completed on the attached Shop Drawing Identification Form: 1. Date of submission and the dates of any previous submissions. 2. Project title and number. 3. Contract identification. 4. Names of: a. Contractor. b. Supplier.. C. Manufacturer. 5. Field dimensions clearly identified as such. 6. Relation to adjacent or critical features of the work or materials. 7. Applicable standards such as ASTM or Federal Specification numbers. 8. Identification of any deviations from Contract Documents. DIVISION 1 34 Gardens on Spring Creek - Children's Garden 3/05 9. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products, field measurements and field construction criteria and coordination of the information within the submittal with requirements of the work and of Contract Documents. 1.07 OWNER RESPONSIBILITIES A. Upon receipt, Owner shall distribute submittals to his professional consultants as applicable. B. Owner and consultants shall review submittals in a timely manner, in accordance with the requirements of General and Supplementary Conditions. C. Owner shall return submittals to the Contractor, with stamp indicating approval, rejection, required revisions, or description of requirements for resubmittal, if applicable. D. Owner shall retain copy or copies of submittals. 1.08 RESUBMISSION REQUIREMENTS A. General: Make any corrections or changes in the submittals required by the Owner/Engineer and resubmit until approved. Resubmittals may be required for the following reasons: I. Incomplete or unclear submittals, or submittals which have not first been reviewed and approved by the Contractor. 2. Lack of required number of copies of product data or shop drawings. 3. Extent of the revisions necessary in the submittal to meet the design intent and to be properly reviewed. 4. Materials and/or fabrication details that do not meet the design or technical requirements of the specifications. 5. All color and/or finish selections have not been submitted as a complete package. B. Shop Drawing and Product Data: Revise initial drawings or data and resubmit as specified for the initial submittal. Identify any revisions made. C. Samples: Submit new samples as required for initial submittal. 1.09 DISTRIBUTION OF REQUIREMENTS A. Contractor shall distribute reproductions of shop drawings and copies of product data which carry the Owner/A/E stamp of review to: 1. Job site file. 2. Record Documents file. 3. Subcontractors. 4. Supplier or fabricator. B. Architect shall distribute returned copies of shop drawings and product data to: 1. Owner's representative. 2. Consultants, as applicable. DIVISION 1 35 SECTION 00300 BID FORM Gardens on Spring Creek - Children's Garden SHOP DRAWING IDENTIFICATION FORM DATE: PROJECT: ARCHITECT: ALLER•LINGLE ARCHITECTS, P.C. 712 WHALERS WAY, SUITE B-100 FORT COLLINS, CO 80525 (970) 223-1820 CONTRACTOR: NAME: ADDRESS: PHONE: SUBCONTRACTOR: NAME: CONTACTPERSON: ADDRESS: PHONE: PRODUCT(S): SPEC. SECTION(S): *STAMP* END OF SECTION 3l05 DIVISION 1 36 Gardens on Spring Creek - Children's Garden SECTION 01370 SCHEDULE OF VALUES 3/05 PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Submit to the Owner and Architect a Schedule of Values allocated to the various portions of the work. Upon request of the Architect, support the values with data which will substantiate their correctness. B. Schedule of Values shall be used only as the basis for the Contractor's Applications for Payment. C. Related requirements specified elsewhere: 1. Conditions of the Contract. 2. Section 01026, Application for Payment. 1.02 FORM AND CONTENT OF SCHEDULE OF VALUES A. Schedule of Values shall be submitted to the Architect within fifteen (15) days of Award of Contract. B. Format: Contractor's standard forms or computer printouts. Identify schedule with: I. Title of project and location. 2. A/E and project number. 3. Name and address of Contractor. 4. Contract designation. 5. Date of submission. C. Schedule shall list the installed value of the component parts of the work in sufficient detail to serve as a basis for computing values for progress payments during construction. 1. List separately the costs associated with the materials and labor for each component part of the work. D. Basis: At a minimum, the Table of Contents of this Project Manual shall be used as the format for listing component items. Contractor may include additional listings at their option. 1. Identify each line item with the number and title of the respective major section of the Specifications. 2. Mechanical and Electrical: Provide separate line items for rough -in and finish work for all plumbing, mechanical and electrical work. E. For each major line item, list sub values of major products or operations under the item. F. Contractor's overhead and profit shall be listed as a separate line item. G. The sum of all values listed in the schedule shall equal the total Contract Sum. END OF SECTION DIVISION 1 37 Gardens on Spring Creek - Children's Garden 3105 DIVISION 1 38 Gardens on Spring Creek - Children's Garden SECTION 01400 QUALITY CONTROL PART 1 GENERAL 1,01 REQUIREMENTS INCLUDED 3/05 A. General quality control of the materials, equipment and labor for the project. B. Manufacturer's field services, support, and testing requirements. C. Related requirements specified elsewhere: 1. Section 01600, Materials and Equipment: Quality of materials and equipment to be installed in the work. 2. Division 15, Mechanical, and Division 16, Electrical. 1.02 QUALITY ASSURANCE A. Contractor Qualifications: See Section 01010, 1.03; Summary of Work. B. Manufacturers: Where two or more units of the same class of equipment are required, these shall be the products of a single manufacturer. However, the component parts of the system need not be the products of the same manufacturer, unless otherwise specified. C. Design Criteria: 1. Design equipment for operations at an elevation of4,900 feet above mean sea level, unless otherwise indicated in Division 15 and/or 16. 2. Coordinate details of the equipment with other related parts of the work, including verification that all structures, piping, wiring and equipment components are compatible. 3. Design equipment to operate under all conditions of load without objectionable sound or vibration. Sounds or vibrations noticeable outside of room in which equipment is installed, or annoying sounds or vibrations noticeable inside room, will be considered objectionable. Correct conditions considered objectionable to Architect/Engineer by means of approved vibration eliminators or by replacing equipment at Owner's option. 4. Nameplates: Provide a permanent operational data nameplate on each item of power - operated equipment indicating the manufacturer, product name, model number, serial number, speed, capacity, power characteristics, labels of tested compliances and similar essential operating data. Locate nameplates in easily read locations. D. Design underground piping systems, joints, couplings, valves, vaults and other appurtenances to function under all conditions of load to be encountered on the site, including but not limited to: 1. Soils conditions, including expansion and contraction. 2. Water table conditions. 1.03 QUALITY CONTROL AND WORKMANSHIP A. Maintain quality control over suppliers, manufacturers, products, services, site conditions and workmanship to produce work of specified quality. B. Comply with industry standards, except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship. C. Perform work by persons qualified to produce workmanship of specified quality. D. Secure products in place with positive anchorage devices designed for the appropriate loads and sized to withstand stresses, vibration and racking. 1.04 MANUFACTURER'S INSTRUCTIONS A. When required by individual Specifications section, submit manufacturer's printed instructions in the quantity specified for delivery, storage, assembly, installation, startup, adjusting and finishing. DIVISION 1 39 Gardens on Spring Creek - Children's Garden 3/05 B. Comply with manufacturer's instructions in full detail. Include each step in sequence. Should instructions conflict with Contract Documents, request clarification from Owner/A/E before proceeding. C. When required by individual Specification section, submit manufacturer's written maintenance instructions for the Owner's use after occupancy. 1.05 MANUFACTURER'S CERTIFICATES A. When required by individual Specifications section, submit manufacturer's certificate, in duplicate, that products meet or exceed specified requirements. 1.06 MANUFACTURERS' FIELD SERVICES A. When specified in respective Specifications section, require supplier and manufacturer to provide qualified personnel to observe field conditions, installation and workmanship, startup, testing and balancing of equipment as applicable and to make appropriate recommendations. B. Representative shall submit written report to Owner listing observations and recommendations. END OF SECTION DIVISION 1 40 Gardens on Spring Creek - Children's Garden SECTION 01410 TESTING PART IGENERAL 1.01 REQUIREMENTS INCLUDED A. Materials testing by an independent, approved testing laboratory including, but not limited to: 1. Concrete testing. 2. Compaction testing. 1.04 ACCESS TO SITE AND NOTIFICATION REQUIREMENTS 3/05 A. Testing laboratory will be allowed access to the site as required in the performance of their work. Contractor shall provide testing laboratory at least 48 hours notice prior to time testing is required prior to the next phase of work. B. Restoration and Preservation Projects: If historical or archaeological resources are encountered during excavation or construction of this project, the Contractor shall stop work and notify the Owner and the Office of Archaeology and Historic Preservation, Colorado Historical Society. Work shall not proceed until authorized in writing by the Owner. 1.05 TESTING REQUIREMENTS A. Concrete: 1. Inspection and testing of concrete mix will be performed by an independent testing agent recommended by the Contractor and approved by the Owner. 2. Submit proposed concrete mix design to inspection and testing firm for review prior to commencement of work. 3. Test cylinders shall be taken and materials tested in accordance with requirements of Section 03300. 4. If tests indicate that materials do not meet specified requirements, remove defective work, replace and retest at no additional cost to Owner. B. Compaction at Foundations, Building Slabs and Utility Trenches: 1. Testing of compacted fill materials shall be performed by an independent testing agent recommended by the Contractor and approved by the Owner. 2. Notify the Architect at completion of each phase of excavation prior to placement of backfill of all foundations and utility trenches. 3. When work of this Section or portions of work are completed, notify the testing laboratory to perform density test. Do not proceed with additional portions of work until results have been verified. 4. If tests indicate that compacted materials do not meet specified requirements, remove defective work, replace and retest at no additional cost to Owner. C. Contractor shall conduct the following tests as specified in Division 2, Sitework and/or required by local jurisdiction with authority over the installation and testing of utility systems. 1. Pipe alignment tests. 2. Sewer infiltration tests. 3. Sewer exfiltration or air tests. 4. Pressure and leakage tests. 1.06 TESTING FEES A. Fees for required materials testing will be paid for by the Owner as provided in the General and Supplementary Conditions. DIVISION 1 41 Gardens on Spring Creek - Children's Garden 3/05 B. Fees for additional testing required due to improper performance of the work will be paid by the Contractor. 1.07 TESTING RESULTS A. Testing laboratory shall furnish copies of the required test results to the following: 1. Owner's representative. 2. Structural Engineer for open -hole inspection, concrete and steel testing. 3. Contractor. END OF SECTION DIVISION 1 42 Gardens on Spring Creek - Children's Garden SECTION 01510 TEMPORARY UTILITIES PART I GENERAL 1.01 REQUIREMENTS INCLUDED 3/05 A. Furnish, install and maintain temporary utility services required for construction. Remove upon completion of work. B. Furnish, install and maintain temporary sanitary facilities for use by construction personnel. Remove upon completion of work. C. Related requirements specified elsewhere: 1. Section 01060, Regulatory Requirements. 2. Section 01530, Barriers and Enclosures. 3. Section 01560, Temporary Controls. 4. Section 01590, Field Offices and Sheds. 5. Section 01710, Cleaning: Trash removal during construction. 1.02 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with the current editions of all applicable building codes. Refer to Section 01060. B. Comply with applicable federal, state and local codes and regulations. C. Comply with applicable utility company requirements. 1.03 UTILITY FEES A. Utility charges and expenses for temporary construction usage for the following shall be paid by the Owner, unless indicated otherwise: 1. Temporary electricity. 2. Temporary construction water until installation and acceptance of the building's permanent plumbing systems. 3. Temporary heat and ventilation upon start-up of the building's permanent mechanical systems, when put into service during the construction period as specified in paragraph 2.03.C. B. Utility charges and expenses for temporary construction usage for the following shall be paid by the Contractor, unless indicated otherwise: 1. Installation or connection charge for temporary electricity, water, natural gas, propane or telephone service. 2. Temporary sanitary facilities. 3. Temporary local and tong -distance telephone, including cellular. 4. Temporary heat and ventilation until start-up or use of the building's permanent mechanical systems, including the cost of fuel used during construction. PART 2 PRODUCTS 2.01 MATERIALS A. General: Materials for temporary construction uses may be new or used but must be adequate in capacity for the required usage, must not create unsafe conditions and must not violate requirements of applicable codes and standards. DIVISION 1 43 Gardens on Spring Creek - Children's Garden 2.02 TEMPORARY ELECTRICITY AND LIGHTING 3/05 A. Contractor may utilize existing 120/240V power service in the existing facility. B. Install circuit and branch wiring with area distribution boxes located so that power and lighting is available throughout the construction area by the use of construction -type power cords. C. Provide adequate artificial lighting for all areas of work when natural light is not adequate for work and for areas accessible to the public. D. Security Lighting: Provide temporary security lighting for temporary, secure materials storage area, as may be required by the Owner's or Contractor's Builder's Risk insurance. 2.03 TEMPORARY HEAT AND VENTILATION if applicable A. Contractor shall provide and maintain, at his own expense, all temporary heating, including all fuel and required attendance necessary to protect and dry all work during cold weather. B. Provide adequate forced ventilation of enclosed areas for curing of installed materials, to disperse humidity and to prevent hazardous accumulations of dust, fumes, vapors or gases. 1. Portable heaters shall be standard approved units complete with controls. Do not store materials near sources of intense heat or open flame. C. Permanent building heating system may be used upon installation, testing and acceptance by the jurisdiction having authority over this area of the work, as allowed in Division 15, Mechanical. 1. The project shall be substantially enclosed and secured with the building's permanent glazing systems and either construction or permanent hardware. 2.04 TEMPORARY TELEPHONE SERVICE A. Contractor shall install and maintain a job telephone. Contractor shall pay all costs for installation, maintenance, removal and service charges for local calls. Toll charges shall be paid by the party who places the call. B. Telephones within the existing facility shall not be used by construction personnel during the construction period. C. The use of cellular phones as job telephone may be permitted with approval by Owner. TBD at pre - construction conference. 2.05 TEMPORARY WATER A. Contractor may utilize existing water service at the Owner's nearby facility with Owner's permission. B. Install branch piping with taps located so that water is available throughout the construction area by the use of 50' hoses. Protect piping and fittings against freezing. 2.06 TEMPORARY SANITARY FACILITIES A, Contractor shall provide sanitary facilities for use by construction personnel in compliance with current laws and regulations. 1. Service, clean and maintain facilities and enclosures in accordance with local governing health agencies. B. Toilet facilities within the existing facility shall not be used by construction personnel during the construction period. PART 3 EXECUTION 3.01 INSTALLATION AND OPERATION A. General: Install and maintain temporary utility services in accordance with requirements of applicable federal, state and local codes and regulations, and applicable utility company requirements. DIVISION 1 44 Gardens on Spring Creek - Children's Garden 3/05 B. Maintain and operate systems to assure continuous service. C. Modify and extend systems as work progress requires. 3.02 REMOVAL A. Completely remove temporary materials and equipment when use is no longer required, or upon completion of the work. B. Clean and repair damage caused by temporary installations or use of temporary facilities. C. Restore permanent facilities used for temporary construction services to original or specified condition. 1. Prior to final inspection, remove temporary lamps and install new lamps in all lighting fixtures used during the construction period. 2. Prior to final inspection, clean permanent filters and replace disposable filters in all mechanical equipment used during the construction period. Clean ducts, blowers and coils if units were operated during the construction period without filters. END OF SECTION DIVISION 1 45 PROJECT: SECTION 00300 BID FORM Place Date 1. In compliance with your Invitation to Bid dated , and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor)** authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of ($ ) in accordance with the Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment bonds is as follows: 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. through 7/96 Section 00300 Page 1 Gardens on Spring Creek - Children's Garden 3/05 DIVISION 1 46 Gardens on Spring Creek - Children's Garden SECTION 01520 CONSTRUCTION EQUIPMENT AND AIDS PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Furnish and maintain required construction equipment. B. Furnish, install and maintain required construction aids and remove upon completion of work, C. Related work specified elsewhere: 1. Section 01046, Access to Site. 2. Section 01510, Temporary Utilities. 3. Section 01530, Barriers and Enclosures. 4. Section 01560, Temporary Controls, 5. Section 01590, Field Offices and Sheds. PART 2 PRODUCTS 2.01 MATERIALS 3/05 A. General: Equipment and construction aids for temporary construction uses may be new, used or rental equipment, suitable for the intended purpose, but must not violate requirements of applicable codes and standards. 2.02 CONSTRUCTION EQUIPMENT A. Provide construction equipment as necessary to facilitate execution of the work, including but not limited to: I. Miscellaneous hand tools. 2. Miscellaneous power tools. 3. Goggles, masks, hardhats and other personal safety equipment. 4. Cranes, forklifts and other material handling equipment. 5. Rolling or vibrating plate compactors. 6. Concrete batching and pumping trucks and equipment. 7. End loaders, scrapers, backhoes and other heavy equipment. S. Air compressors. 9. Portable electrical generators. 10. Mortar hatching equipment. 11. Drywall texturing equipment. 12. Paint spraying equipment. 13. Other equipment as required. 2.03 CONSTRUCTION AIDS A. Provide construction aids and temporary equipment required by personnel to facilitate execution of the work, including but not limited to: 1. Scaffolding, staging, ladders and platforms. 2. Stairs, ramps, runways and guardrails. 3. Hoists, platform lifts and chutes. 4. Concrete curing and thermal protection blankets. 5. Drop cloths and other protective materials. 6. Other facilities as required. DIVISION 1 47 Gardens on Spring Creek - ChildreWs Garden 3105 PART 3 EXECUTION 3.01 PREPARATION A. Consult with Owner, review site conditions and other factors which affect construction procedures and construction aids, including adjacent properties and public facilities which may be affected by execution of the work. B. Comply with applicable requirements specified in Divisions 2 through 16. C. Relocate construction aids as required by progress of construction, by storage or work requirements and to accommodate legitimate requirements of other subcontractors employed at the site. 3.02 REMOVAL A. Completely remove temporary materials, equipment and services: 1. When construction needs can be met by use of the permanent construction; or 2. At completion of the project. B. Clean and repair damage caused by installation or by use of temporary facilities. 1. Remove foundations and underground installations for construction aids. 2. Grade areas of site affected by temporary installations to required elevations and slopes and clean the area. C. Restore permanent facilities used for temporary purposes to specified condition. END OF SECTION DIVISION 1 48 Gardens on Spring Creek - Children's Garden SECTION 01530 BARRIERS AND ENCLOSURES PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Furnish, install, and maintain temporary construction barriers and enclosures. B, Furnish, erect, and maintain temporary site security fencing and gates. C. Furnish, erect and maintain temporary safety barricade fencing. D. Related work specified elsewhere: 1. Section 01030, Alternates. 2. Section 01046, Access to Site. 3. Section 01060, Regulatory Requirements. 4. Section 01510, Temporary Utilities. 5. Section 01520, Construction Equipment and Aids. 6. Section 01560, Temporary Controls: Dust partitions. 7. Section 01590, Field Offices and Sheds. PART 2 PRODUCTS 2.01 TEMPORARY CONSTRUCTION BARRIERS AND ENCLOSURES 3/05 A. General: Provide and maintain for the duration of construction all scaffolds, tarpaulins, canopies, warning signs, steps, platforms, bridges, and other temporary construction necessary for proper completion of the work, in compliance with applicable safety and other regulations. B. Safety Barricade Fencing: Refer to paragraph 2.08 below. 2.02 TEMPORARY SITE FENCING A. Prior to commencing work, Contractor shall, at his option, erect and maintain construction fencing to enclose an area for ground level construction activity, storage and waste removal, as approved by the Owner. 1. Fencing Materials: Panelized, chain -link fencing with crossed X-type post supports, minimum 6'-0" high. 2. Refer to the approved staging plan for approximate limits of site area to be fenced for construction activities and storage. B. Provide vehicular and pedestrian access gates, with locks, as appropriate for construction access. 1. Furnish Owner's principal representative with keys to the lock of the primary access gate. C. Do not attach temporary fencing to any existing permanent construction, including buildings, trees, retaining walls, walks or pavements. D. Promptly remove temporary fencing materials upon completion of sitework, rough grading and asphalt paving and restore area to original condition. Contractor shall repair or replace any existing materials or equipment damaged as a part of this work at no cost to the Owner. 1. Fencing shall remain in place until building is secured. 2. Fencing shall be removed prior to finish grading, installation of underground sprinkler system and landscaping. 2.04 SAFETY BARRICADE FENCING A. Prior to commencing any sitework within any street, alley, public sidewalk or other right-of-way, Contractor shall prepare and submit a traffic lane closure plan to the City of Fort Collins for approval. DIVISION 1 49 Gardens on Spring Creek - Children's Garden 3/05 1. Plan shall clearly indicate how both vehicular and pedestrian traffic shall be safely accommodated and maintained during construction. B. Prior to commencing such work, Contractor shall erect and maintain protective safety barricade fencing around the areas of work, as required by the approved plan. 1. Approved Materials: Expanded plastic fencing. 2. Color: Orange, or as approved by the governing agency with jurisdiction over this work. Refer to Section 01060. C. Provide adequate room within fenced enclosures for workers and construction activities. D. Maintain all required clearances for vehicular and/or pedestrian circulation within public right-of-ways that will be allowed during the construction period. Refer to Section 01046. E. Consult with the City of Fort Collins for any additional barricading or public safety requirements. F. Promptly remove temporary safety fencing upon completion of work and restore site area to original condition. Contractor shall repair or replace any existing materials or finishes damaged as a part of this work at no cost to the Owner. END OF SECTION DIVISION 1 50 Gardens on Spring Creek - Children's Garden SECTION 01560 TEMPORARY CONTROLS PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED 3/05 A. Furnish, install and maintain temporary facilities required for dust, erosion and pollution control. B. Implement and maintain temporary controls required for noise and construction work hours limitations. C. Related requirements specified elsewhere: 1. Section 01010, Summary of Work: Special site restrictions. 2. Section 01040, Coordination. 3. Section 01046, Access to Site. 4. Section 01510, Temporary Utilities. 5. Section 01530, Barriers and Enclosures: Cold -weather construction enclosures. PART 2 PRODUCTS 2.01 MATERIALS A. General: Materials for temporary controls may be new or used, but must be adequate in capacity for the required usage, must not create unsafe conditions and must not violate requirements of applicable codes and standards. 2.02 DUST CONTROL A. Furnish and maintain such facilities or procedures as may be necessary to prevent air-bome dust generated by the construction activities of this project from affecting either the Owner's use of this site or neighboring properties. Implementation of such requirements will be at the sole discretion of the Owner or the City of Fort Collins. B. Furnish materials, erect and maintain temporary dust partitions to seal portions of the building and equipment to remain in use during the construction period from affected areas of the project. 1. Partition Sheeting: Translucent or clear polyethylene sheets, 6-mil thickness minimum. C. Partitions shall be attached to the existing building so as not to damage or mar materials or finishes. D. Promptly remove temporary partitions upon completion of the work and restore materials and finishes to original condition. Contractor shall repair or replace any existing materials or finishes damaged as a part of this work at no cost to the Owner. 2.03 POLLUTION CONTROL A. Contractor shall take all necessary precautions to prevent spilling or littering of water -polluting substances. Do not allow any foreign materials to be dumped into any portion of the sewer or storm drainage collection system or into any water runoff collection basin. .The Contractor shall be responsible for all labor, equipment and materials necessary to remedy any such pollution as deemed appropriate by governing agencies with such jurisdiction. B. No burning of debris or any other air -polluting methods or equipment will be allowed. All motorized equipment shall be adjusted to minimize exhaust pollution. C. Contractor shall prevent fumes from equipment from being drawn into the existing facility's air intake system. Equipment shutdowns shall be scheduled as specified in Section 01040. DIVISION 1 51 Gardens on Spring Creek - Children's Garden PART 3 EXECUTION 3/05 3.01 GENERAL A. Construction Work Hours: Construction activity will be limited to 7:00 a.m. to 6:00 p.m. Monday through Saturday during the construction period, except as limited in paragraphs 3.OI.B. and 3.02. Sunday or holiday construction will ONLY be allowed with written permission from the Owner. B. Specific activities that may limit the Contractor's working hours, if applicable, shall be determined at the Pre -Construction Conference. 3.02 NOISE CONTROL A, Construction activities that generate noise in excess of 85 db shall be limited to hours as established at the Pre -Construction Conference. 1. Prohibited after 6:00 p.m. every weekday, unless approval is obtained by Owner. 2. Prohibited on Saturdays, Sundays and holidays, unless approval is obtained by Owner. END OF SECTION DIVISION 1 52 Gardens on Spring Creek - Children's Garden SECTION 01580 PROJECT SIGN PART 1 GENERAL 3/05 1.01 WORK INCLUDED A. Contractor may prepare, erect and maintain one painted project sign subject to Owner's review and approval. B. No other signs or advertisement will be allowed. C. Sign shall be no larger than 4'-0" X 4'0". D. Sign must comply with City of Fort Collins Sign Code. PART 2 PRODUCTS not used PART 3 EXECUTION not used END OF SECTION DIVISION 1 53 Gardens on Spring Creek - Children's Garden 3105 DIVISION 1 54 Gardens on Spring Creek - Children's Garden SECTION 01590 FIELD OFFICES AND SHEDS PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Furnish, install and maintain temporary construction offices and secured storage facilities. B. Related work specified elsewhere: 1. Section 01046, Access to Site. 2. Section 01530, Barriers and Enclosures. PART2PRODUCTS 2.01 TEMPORARY FIELD OFFICES 3/05 A. Contractor may provide and maintain a secured, weathertight office, no larger than 12' x 20', for use by Contractor, Architect, consultants, Owner's representative and subcontractors. Building shall be the property of the Contractor and shall be promptly removed upon completion of the project. Location for the building shall be as arranged at the Pre -Construction Conference. 1. Structures shall be provided and maintained in good condition, as determined by the Owner's representative. 2. Signage and other advertising allowed on the structures shall be as determined at the Pre - Construction Conference. B. Existing Facilities: Owner's existing facilities may not be used for this purpose. C. Facilities may include, but not be limited to: 1. Conference table and chairs for minimum six (6) persons. 2. Bottled, chilled water dispenser and cups. 3. Plan rack or other facilities for storage of project record documents. 4. File cabinet or other facilities for storage of shop drawings, samples, color boards, installation instructions, materials data sheets, etc. 5. Adequate heat, air conditioning, ventilation and artificial lighting. 6. Other facilities as deemed appropriate or necessary by the Contractor. D. Facilities to be paid for by the Owner as Division 1 expenses shall be subject to the approval of the Owner. 2.02 STORAGE SHEDS A. Contractor shall provide and maintain secured, weathertight storage sheds or enclosures for tools, materials and equipment requiring such conditions, with adequate heat and ventilation. Provide space for organized storage, and access and artificial lighting for inspection of stored materials. 1. Structures shall be provided and maintained in good condition, as determined by the Owner's representative. 2. Signage and other advertising allowed on the structure shall be as determined at the Pre - Construction Conference. B. Temporary Site Fencing: Refer to Section 01530. C. Security Lighting: Provide temporary security lighting for temporary, secure materials storage area, as may be required by the Owner's or Contractor's Builder's Risk insurance. Refer to Section 01510, Temporary Utilities. DIVISION 1 55 CONTRACTOR BY: ADDRESS: 8. BID SCHEDULE Base Bid Lump Sum $ In Words Alternate #1 Lump Sum $ Alternate No 1: (Entry Plaza Pool) The footings, cast -in -place walls, mortared sandstone veneer, and spigot details associated with the Entry Plaza Pool are to be part of this bid alternate. This area and related details are noted "BID ALTERNATE" in the construction drawings. All area drains and piping noted on the plans, as well as the transfer pump, associated with the watering can detail is not part of the bid alternate and should be calculated for the base bid. 9. PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (250) of the total Agreement Price. RESPECTFULLY SUBMITTED: Signature Date Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: Address Telephone 7/96 Section 00300 Page 2 Gardens on Spring Creek - Children's Garden 3105 PART 3 EXECUTION 3.01 REMOVAL OF TEMPORARY FACILITIES A. Completely remove temporary facilities when use is no longer required, or upon completion of the work. B. Clean and repair damage caused by temporary installations or use of temporary facilities. C. Restore permanent facilities used for temporary construction services to original or specified condition. END OF SECTION DIVISION 1 56 Gardens on Spring Creek - Children's Garden SECTION 01600 MATERIAL AND EQUIPMENT PARTI GENERAL 1.01 REQUIREMENTS INCLUDED 3/05 A. Material and equipment incorporated into the work: 1. Conform to applicable specifications and standards. 2. Comply with size, make, type and quality specified, or as specifically approved in writing by the Owner/Engineer. 3. Manufactured and Fabricated Products: a. Design, fabricate and assemble in accordance with the best engineering and shop practices. b. Manufacture like parts of duplicate units to standard sizes and gages to be interchangeable. C. Two (2) or more items of the same kind shall be identical by the same manufacturer. d. Products shall be suitable for service conditions. e. Equipment capacities, sizes and dimensions shown or specified shall be adhered to, unless variations are specifically approved in writing. 4. Do not use material or equipment for any purpose other than that for which it is designed or specified. B. Provide specified maintenance materials, equipment and tools to the Owner at the completion of the project. C. Provide equipment or systems start-up, commissioning and operational testing, as specified in individual Sections. D. Related requirements specified elsewhere: 1. Conditions of the Contract. 2. Section 0 10 10, Summary of the Work. 3. Section 01040, Coordination. 4. Section 01340, Shop Drawings, Product Data and Samples. 5. Section 01400, Quality Control. 6. Section 01710, Cleaning. 7. Section 01730, Operating and Maintenance Data. 1.02 MANUFACTURER'S INSTRUCTIONS A. When Contract Documents require that installation of work shall comply with manufacturer's printed instructions, contractor shall obtain and distribute copies of such instructions to parties involved in the installation, including two (2) copies to the Owner. 1. Maintain one (1) set of complete instructions at the job site during installation and until completion. B. Handle, install, connect, clean, condition and adjust products in strict accordance with such instructions and in conformity with specified requirements. 1. Should job conditions or specified requirements conflict with manufacturer's instructions, consult with Owner for further instructions. Do not proceed with work without clear instructions. C. Perform work in accordance with manufacturer's instructions. Do not omit any preparatory step or installation procedure, unless specifically modified or exempted by Contract Documents. DIVISION 1 57 Gardens on Spring Creek - Children's Garden 1.03 TRANSPORTATION AND HANDLING 3/05 A. Arrange deliveries of products in accordance with construction schedules, coordinate to avoid conflict with work and conditions at the site. 1. Deliver products in undamaged condition in manufacturer's original containers or packaging .with identifying labels intact and legible. 2. Immediately upon delivery, inspect shipments to assure that materials and equipment are in compliance with approved submittals, required quantities have been provided and that products are properly protected and undamaged. B. Provide equipment and personnel to handle products by methods to prevent soiling or damage to products or packaging. 1.04 STORAGE AND PROTECTION A. Preparation for Shipment: 1. Prepare in a manner to facilitate unloading and handling. 2. Provide skids, boxes, crates or other effective shipping devices to protect materials, fixtures or equipment against damage from rough handling, moisture, dust, excessive heat or cold. 3. Protect painted surfaces against impact, abrasion, discoloration and other damage. 4. Apply grease packing or lubricating oil to all bearing and similar items. 5. Tag or mark each item as identified in the delivery schedule or on the shop drawings. Package or bundle items consisting of multiple similar pieces. Tag or mark the package or bundle. 6. Include complete packing lists or bills of material with each shipment. 7. Do not ship equipment requiring cranes or special equipment for unloading or handling without notice or until Contractor is prepared to receive and care for it properly. 8. Protect electrical equipment, controls and insulation from moisture or water damage. B. Store products in accordance with manufacturer's instructions, with seals and labels intact and legible. 1. Store products subject to damage by the elements in weathertight enclosures. 2. Maintain temperature and humidity within the ranges required by manufacturer's instructions. C. Exterior Storage: l . Store fabricated products above the ground on blocking or skids. Prevent soiling or staining. Cover products which are subject to deterioration with impervious sheet coverings. Provide adequate ventilation to avoid condensation. 2. Store wood and wood products above the ground on blocking or skids, and cover to protect from weather exposure. D. inspections of stored products to assure that products are maintained under specified conditions and free from damage or deterioration. E. Protection after Installation: 1. Protect materials, fixtures and equipment with original protective wrappings until Substantial Completion of the project, as specified in individual Sections, to include but not be limited to: a. Factory -finished wood doors. b. Custom cabinetry and casework. C. Toilet and bath fixtures and faucets. d. Finish hardware items. 2. Provide substantial coverings as necessary to protect installed products from damage from traffic and subsequent construction operations. Remove when no longer needed. 1.05 SUBSTITUTIONS AND PRODUCT OPTIONS A. Products List: 1. Within twenty-one (21) days after Award of Contract, submit to Owner a complete list of major products proposed to be used with the name of the manufacturer and the installing Subcontractor. DIVISION 1 58 Gardens on Spring Creek - Children's Garden 3/05 B. Contractor's Options: I. For products specified only by reference standard, select any product meeting that standard. 2. For products specified by naming several products or manufacturers, select any one of the products or manufacturers named which complies with the specifications. 3. For products specified by naming one or more products or manufacturers and "or equal", Contractor shall submit a request for substitutions of any product or manufacturer not specifically named. 4. Manufacturer's material or equipment listed in Schedules, Specifications or on the Drawings are types to be provided for establishment of size, capacity, grade and quality. If other acceptable manufacturers are used, cost of any change in construction required by their use shall be borne by the Contractor. C. Contractor shall use any approved equal material or equipment at no additional cost to the Owner if the material or equipment used in his Bid is unavailable or causes undue delay in fabrication or delivery. PART PRODUCTS 2.01 MATERIALS A. General: Use materials of commercial quality suitable for the anticipated service conditions. B. All materials and equipment to be installed in the permanent construction shall be new, unless otherwise permitted. C. Unless required otherwise, use components of standard sizes to assure future availability and permit field installation of repair parts. Make like parts of duplicate units interchangeable. D. Contractor to provide a Certificate of Material for all building materials that apply to this Project. 2.02 FABRICATION AND MANUFACTURE A. Workmanship and Materials: Design, fabricate and assemble equipment in accordance with the best engineering and shop practice. B. Lubrication: 1. Include lubrication systems which do not waste lubricants, require attention during startup or shutdown or more frequently than weekly during normal operation. 2. Furnish sufficient lubricants of the type recommended by the equipment manufacturer to fill lubricant reservoirs and replace consumption during startup, testing and operation prior to the Owner's acceptance of the equipment. C. Drive Units: Refer to Division 15, Mechanical, and/or Division 16, Electrical. D. Anchor Bolts: 1. Furnish with each piece of equipment required to be anchored. 2, Minimum Diameter: 3/4", or as indicated on the Drawings. 3. Minimum Length: Provide for required embedment in structural concrete and extend through concrete base, 1-1/2" of grout, base plate and nuts. Concrete base will be 4" thick, unless otherwise indicated. 4. Include two (2) nuts with each bolt. 5. Deliver anchor bolts with templates or setting drawings in time for installation when structural concrete is placed. E. Equipment Bases: 1. Include a cast iron or welded base plate with each pump, compressor and similar equipment installed on concrete base, if applicable. 2. Design to support both the driven unit and its drive assembly on a single base plate. 3. Support all equipment to be set on floor with 4" minimum concrete base. 4. Include grout holes and provisions for anchor bolts. 5. Include raised lip all around and a threaded drain connection with base plates for pumps. F. Special Tools and Accessories: DIVISION 1 59 Gardens on Spring Creek - Children's Garden 3/05 1. Furnish all special tools, instruments and accessories required for proper maintenance. 2. Fumish such special devices as are required for proper lifting and handling. G. Shop Painting: Refer to Section 09900, Painting. 1. Protect iron and steel surfaces with paint or other protective coating applied in the shop. 2. Use coating good for anticipated useful life of equipment on surfaces inaccessible after assembly. 3. Finish exposed surfaces smooth, clean and filled to obtain uniform base for paint. 4. Apply one (1) or more shop coats of a primer capable of protecting surfaces to receive finish paint coats after installation. 5. Apply finish coats in the shop with a high-grade oil -resistant enamel on electric motors, speed reducers, starters and other self-contained or enclosed components. 6. Do not paint machined, polished or non-ferrous surfaces. Coat such surfaces with rust -preventive compound, Houghton Rust Veto 334, Rust-Oleum R-9 or equal. PART 3 EXECUTION 3.01 INSTALLATION A. Install equipment with or under the guidance of qualified personnel having the knowledge and experience necessary for proper results. B. Arrange work to facilitate maintenance, repair or replacement of equipment. Locate services requiring maintenance on valves and similar units in front of services requiring less maintenance. Connect equipment for ease of disconnecting, with minimum of interference with other work. C. Locate operating and control equipment, dampers, valves, traps, clean -outs, motors, controllers, switchgears, drain points, maintenance items and devices for easy access. Install access panels where units are concealed by finished and similar work. D. Provide required clearances in front of, and around, equipment as necessary for access and ventilation. Comply with all applicable codes and regulations. 3.02 PLACING EQUIPMENT IN OPERATION A. Before starting up each system: 1. Check each piece of equipment for proper drive rotation, belt tension and any other condition which may cause damage to equipment or endanger personnel. 2. Clean, blow-out or flush lubricating oil, water systems and other pipelines. 3. Lubricate equipment in accordance with manufacturer's recommendations. 4. Test lubrication system safety interlocks and system performance. 5. Perform final alignment checks under observation of the Owner's principal representative and, where required, manufacturer's field representative. 6. Demonstrate that no abnormal stresses are transmitted to equipment from piping, ducts or other attachments. 7. Check anchor bolt tensions, grout and shims. Use calibrated torque wrenches for tightening anchor bolts. Do not overstress bolts. B. Place equipment into successful operation in accordance with the written instructions of the manufacturer or the instruction of the manufacturer's field representative, including required adjustment, tests and operation checks. 3.03 PERFORMANCE TESTS A. Tests may be required, whether or not specifically called for, to determine if equipment will perform as specified or guaranteed. Final acceptance of equipment, or Substantial Completion of that part of the work, is contingent upon acceptable test results. B. Do not conduct tests on equipment for which manufacturer's field service is specified, unless manufacturer's field representative is present and declares the equipment ready for test. DIVISION 1 60 Gardens on Spring Creek - Children's Garden 3/05 C. Conduct tests as set forth in the Specifications, unless another manner is approved. D. Equipment or systems that fail to satisfy the performance requirements shall be modified or replaced at Owner/Engineer's option. If modifications are allowed, make modifications necessary to produce an installation which will satisfy the performance requirements. Retest after modifications or equipment replacement is complete. Modifications, additional equipment, retesting and structural, piping or electrical modifications necessary to accommodate modified equipment or replacement equipment shall be made at no additional cost. END OF SECTION DIVISION 1 61 Gardens on Spring Creek - Children's Garden 3/05 DIVISION 1 62 Gardens on Spring Creek - Children's Garden SECTION 01700 CONTRACT CLOSE-OUT PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED 3/05 A. Comply with requirements stated in Conditions ofthe Contract and in Specifications for administrative procedures in closing out the work. B. Related requirements specified elsewhere: 1. Conditions of the Contract: Fiscal provisions, legal submittals and additional administrative requirements. 2. Section 01026, Applications for Payment: Requirements for final payment. 3. Section 01050, Field Engineering: Surveying certificate and final completion survey. 4. Section 01310, Construction Schedules. 5. Section 01600, Material and Equipment: Maintenance materials. 6. Section 01710, Cleaning. 7. Section 01720, Project Record Documents. S. Section 01730, Operating and Maintenance Data. 9. Section 01740, Warranties and Bonds. 10. Respective Sections of Specifications: Testing requirements and closeout submittals required of specific trades or subcontractors. 1.02 SUBSTANTIAL COMPLETION A. Definition of Substantial Completion: Refer to General and Supplementary Conditions of the Contract. B. When Contractor considers that the work is substantially complete, he shall submit to the Owner: 1. Written notice that the work or designated portion thereof is substantially complete. 2. "Punch list" of items to be completed or corrected, as determined by the Contractor prior to inspection by the Owner. 3, Temporary Certificate of Occupancy, or other evidence of acceptance by the building official or other authority with jurisdiction over the project. C. Within a reasonable time after receipt of such notice, Owner will make an inspection to determine the status of completion. D. Should Owner or Engineer determine that the work is not substantially complete: 1. Owner or Engineer will promptly notify the Contractor in writing, giving the reasons therefor. 2. Contractor shall remedy the deficiencies in the work and send a second written notice of substantial completion to the Owner. 3. Owner or Engineer will reinspect the work, as appropriate. E. When Owner concurs that the work is substantially complete, he will: I . Prepare a Certificate of Substantial Completion on AIA form G704 or other Owner -provided form, accompanied by Contractor's list of items to be completed or corrected as verified and amended by the Owner. 2. Submit the Certificate to the Owner and Contractor for their written acceptance of the responsibilities assigned to them in the Certificate. 1.03 FINAL INSPECTION A. When Contractor considers the work is complete, he shall submit written certification that: 1. Contract Documents have been reviewed, and that the work has been inspected for compliance with Contract Documents. 2. Work has been completed in accordance with Contract Documents. DIVISION 1 63 Gardens on Spring Creek - Children's Garden 3/05 3. Corrective or incomplete work has been completed from "punch lists" provided at Substantial Completion. 4. Equipment and systems have been tested in the presence of the Owner's representative and are operational. 5. Final cleaning has been completed and project is ready for final inspection. 6. Final Certificate of Occupancy has been issued. B. Owner will make an inspection to verify the status of completion with reasonable promptness after receipt of such certification. C. Should Owner consider that the work is incomplete or defective: 1. Owner or Engineer will promptly notify the Contractor in writing, listing the incomplete or defective work. 2. Contractor shall take immediate steps to remedy the stated deficiencies and send a second written certification to Owner that the work is complete. 3. Owner or Engineer will reinspect the work, as appropriate. D. When the Owner finds that the work is acceptable under the Contract Documents, he shall request the Contractor to prepare and deliver closeout submittals. E. Should Engineer perform reinspection due to failure of the work to comply with the claims of status of either Substantial or Final Completion made by the Contractor: 1. Owner will compensate Engineer for such additional services by change order to the A/E Agreement. 2. Owner will deduct the amount of such compensation from the final payment due the Contractor. 1.04 SYSTEMS TESTING A. Contractor shall conduct tests for operational systems and equipment as specified herein or as required by individual Sections, prior to Final Inspection. 1.05 CONTRACTOR'S CLOSE-OUT SUBMITTALS A. Evidence of compliance with requirements of governing authorities: 1. Certificate of Occupancy. 2. Certificates of Inspection, including plumbing, mechanical and electrical systems. B. Final Completion Schedule: Refer to Section 01310. C. Project Record Documents: Refer to Section 01720. D. Operating and Maintenance Data, Instructions to Owner's Personnel: Refer to Section 01730. E. Warranties and Bonds: Refer to Section 01740. F. Evidence of Payment and Release of Liens: General and Supplementary Conditions. G. Test Results: Written approval from the testing agency for systems or equipment requiring final testing, as specified above. H. Certifications: Written certifications of material or equipment compliance, as required by Colorado Department of Transportation. 1.06 FINAL ADJUSTMENT OF ACCOUNTS A. Submit a final statement of accounting to the Owner. Statement shall reflect all adjustments to the Contract Sum: The original Contract Sum, including accepted Bid Alternates. 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. DIVISION 1 64 Gardens on Spring Creek - Children's Garden 3/05 g. Deductions for reinspection payments. h. Other adjustments. 3. Total Contract Sum, as adjusted. 4. Previous payments. 5. Sum remaining due, including retainage. B. Contractor will prepare a final Change Order reflecting approved adjustments to the Contract Sum which were not previously made by Change Orders. 1.07 FINAL APPLICATION FOR PAYMENT A. Contractor shall submit the final Application for Payment in accordance with procedures and requirements stated in the Conditions of the Contract and Section 01026, Applications for Payment. END OF SECTION DIVISION 1 65 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors 7/96 Section 00410 Page 1 Gardens on Spring Creek - Children's Garden 3/05 DIVISION 1 66 Gardens on Spring Creek - Children's Garden SECTION 01710 CLEANING PART 1 GENERAL 3/05 1.01 REQUIREMENTS INCLUDED A. Execute cleaning during progress of the work and at completion of the work. B. Furnish, maintain and service trash removal dumpsters and/or roll -offs. C. Furnish, maintain and service recycling containers for construction materials, packaging and waste products. D. Related requirements specified elsewhere: 1. Conditions of the Contract. 2. Respective Sections of Specifications: Cleaning for specific products or work. 1.02 DISPOSAL REQUIREMENTS A. Conduct cleaning and disposal operations to comply with applicable codes, ordinances, regulations and anti -pollution laws. B. Disposal of waste materials, debris and rubbish shall be at a commercially -operated recycling center, legal dumpsite or landfill. 1. Contractor shall be responsible for all dump fees and expenses associated with hauling materials to the landfill. PART 2 PRODUCTS 2.01 CLEANING MATERIALS A. Use only those cleaning materials which will not create hazards to health or property and which will not damage surfaces. B. Use only those cleaning materials and methods recommended by manufacturers of the surface material to be cleaned. C. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. 2.02 WASTE REMOVAL CONTAINERS A. Furnish and maintain recycling, trash and waste removal dumpsters and/or roll -off dumpsters for the collection of waste materials, debris and rubbish, in quantities sufficient for the Work. 1. Dumpsters shall be provided with tightly fitted covers to prevent debris from being blown out. 2. Roll -offs shall not be required to be covered, but shall be serviced frequently enough to prevent debris from accumulating and being blown out. 3. Individual recycling containers shall be maintained for paper, corrugated cardboard, and co - mingled containers for glass, plastic, aluminum and steel. General contractor shall be responsible for ensuring proper separation of recycled materials and delivery to acceptable recycling centers. B. Location of roll -offs and trash dumpsters shall be as arranged at the Pre -Construction Conference. DIVISION 1 67 Gardens on Spring Creek - Children's Garden PART 3 EXECUTION 3.01 PROGRESS CLEANING 3/05 A. Execute periodic cleaning to keep the work, the site and adjacent properties free from accumulations of waste materials, rubbish and windblown debris resulting from construction operations. B. Maintain parking areas, access drives and city streets clean from mud and other debris. C. Remove recycling, waste materials, debris and rubbish from the site periodically and dispose of at legal commercial recycling centers, dump sites or landfills away from the site. 3.02 CLEANING PRIOR TO PAINTING A. Clean interior spaces prior to the start of finish painting and continue cleaning on an as -needed basis until painting is finished. B. Schedule operations so that dust and other contaminants resulting from cleaning process will not fall on wet or freshly finished surfaces. C. Temporarily seal window and door openings prior to the start of finish painting to prevent windblown dust and other particulates from impairing wet or freshly finished surfaces. 3.03 FINAL CLEANING A. Final cleaning shall be performed by personnel or subcontractors skilled in this work. B. In general, the extent of final cleaning shall be to remove grease, mastic and adhesives, dust and dirt, stains, fingerprints, labels and other foreign materials from site -exposed interior and exterior surfaces. C. Interior cleaning shall include, but not be limited to: 1. Wash and polish glass, glazing and mirrors. Polish glossy surfaces to a clear shine. 2. Damp mop all wood floors. 3. Wipe down all finish carpentry, woodwork and cabinetwork. 4. Wipe down and polish toilet partitions, toilet and bath accessories, signage components and other specialties. 5. Broom clean and dry vacuum all interior sealed concrete floor slabs to be left exposed. Apply specified finish/sealer. D. Exterior cleaning shall include, but not be limited to: 1. Wash and wipe down doors and frames. 2. Wash and polish glass and glazing. E. Site cleaning shall include, but not be limited to: 1. Broom clean and wash down all areas of exterior concrete flatwork and asphalt paving. F. Ventilating Systems: 1. Clean permanent filters and replace disposable filters if units were operated during construction. 2. Clean ducts, blowers and coils if units were operated without filters during construction. G. Prior to final completion or Owner occupancy, Contractor shall conduct an inspection of the site, all site -exposed interior and exterior surfaces and all work areas to verify that work of the entire project is clean. END OF SECTION DIVISION 1 68 Gardens on Spring Creek - Children's Garden SECTION 01720 PROJECT RECORD DOCUMENTS PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Maintain at the site one (1) record copy of each of the following documents: 1. Drawings. 2. Addenda. 3. Change Orders and other modifications to the Contract. 4. Approved shop drawings, product data and samples. 5. Field test records. B. Related requirements specified elsewhere: 1. Section 01340, Shop Drawings, Product Data and Samples. 2. Section 01410, Testing. 1.02 MAINTENANCE OF DOCUMENTS AND SAMPLES 3/05 A. Prior to beginning work, separate one (1) clean, complete set of project documents from construction sets and hold for record document purposes. The Owner will not furnish additional sets for the Contractor's use at the end of construction, unless compensated for by the Contractor. B. Store documents and samples in Contractor's field office apart from documents used for construction. Provide files and rack for storage of documents. C. Maintain documents in a clean, dry, legible condition and in good order. Do not use record documents for construction purposes. D. Make documents and samples available at all times for inspection by the Owner and A/E. 1.03 RECORDING REQUIREMENTS A. Record information concurrently with construction progress. Do not conceal any work until required information is recorded. B. Drawings shall be legibly marked to record actual construction: 1. Depths of various elements of foundation in relation to finished first floor datum. 2. Horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface locations. 3. Location of internal utilities and appurtenances concealed in the construction, referenced to visible and accessible features of the structure. 4. Field changes of dimension and detail. 5. Changes made by field order or by Change Order. 6. Details not included in original Contract Documents. C. Specifications and Addenda shall be legibly marked to record: 1. Manufacturer, trade name, catalog number and supplier of each product and item of equipment actually installed. 2. Changes made by field order or by Change Order. 1.04 SUBMITTALS A. At contract closeout, deliver all Record Documents to the Owner. B. Accompany submittal with transmittal letter containing: 1. Date, project name and number. 2. Contractor's name and address. 3. Title and number of each Record Document. DIVISION 1 69 Gardens on Spring Creek - Children's Garden 3/05 4. Signature of Contractor or his authorized representative. C. Submit one (1) copy of approved data in final form no later than fifteen (15) days after final inspection or acceptance, but prior to applying for final payment. D. As -Recorded Documents shall be submitted, reviewed and accepted by the Owner prior to the Final Application for Payment being processed. E. A/E shall prepare and furnish the Owner with one (1) set of reproducible hard copy and (1) AutoCAD Compact Disc of the Record Documents in accordance with the Contract requirements. END OF SECTION DNISION 1 70 Gardens on Spring Creek - Children's Garden SECTION 01730 OPERATING AND MAINTENANCE DATA PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED 3/05 A. Compile product data and related information appropriate for Owner's maintenance and operation of products furnished for this project. 1. Prepare operating and maintenance data as specified in this Section and as referenced in other pertinent Sections of the Specifications. B. Instruct Owner's personnel in maintenance of products and in operation of equipment and systems. C. Related requirements specified elsewhere: 1. Section 01060, Regulatory Requirements. 2. Section 01340, Shop Drawings, Product Data and Samples. 3. Section 01700, Contract Close -Out. 4. Section 01720, Project Record Documents. 5. Section 01740, Warranties and Bonds. 6. Division 15, Mechanical, and Division 16, Electrical. 1.02 SUBMITTAL REQUIREMENTS A. Prepare data in form of an instructional manual for use by Owner's personnel. B. Format of Submittals: 1. Size: 8-1/2" x I V. 2. Paper: Manufacturer's printed data or neatly typewritten. 3. Drawings: a. Provide reinforced punched binder tab, bind in with text. b. Fold larger drawings to size of text pages. 4. Provide fly leaf for each separate product or each piece of operating equipment. a. Provide typed description of product and major component parts of equipment. b. Provide indexed tabs. 5. Cover: Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". List the following: a. Title of project. b. Identity of separate structure as applicable. C. Identity of general subject matter covered in the manual. C. Binders: 1. Commercial quality three-ring binders with durable and cleanable plastic covers, ring size as required. 2. When multiple binders are used, correlate the data into related, consistent groupings. D. Number of Manuals Required: Three (3) copies of each complete manual, including all general information and plumbing, mechanical, electrical and fire sprinkler sections. 1.03 CONTENT OF MANUAL A. Neatly typewritten Table of Contents for each volume arranged in systematic order. 1. Contractor, name of responsible principal, address and telephone number. 2. List of each product required to be included, indexed to content of the volume. 3. List with each product, name, address and telephone number of: a. Subcontractor or installer. b. Maintenance contractor as appropriate. C. Identify the area of responsibility of each. d. Local source of supply for parts and replacement. DIVISION 1 71 Gardens on Spring Creek - Children's Garden 3/05 4. Identify each product by product name and other identifying symbols as set forth in Contract Documents. B. Product Data: 1. Include only those sheets which are pertinent to the specific product. 2. Note each sheet to: a. Clearly identify specific product or part installed. b. Clearly identify data applicable to installation. C. Delete references to inapplicable information. C. Drawings: 1. Supplement product data with drawings as necessary to clearly illustrate: a. Relations of component parts of equipment and systems. b. Control and flow diagrams. 2. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. Do not use Record Documents as maintenance drawings. D. Written text as required to supplement product data for the particular installation: 1. Organize in consistent format under separate headings for different procedures. 2. Provide logical sequence of instruction for each procedure. E. Copy of each warranty, bond and service contract issued indicating: 1. Proper procedures in the event of failure. 2. Instances which might affect validity of warranties or bonds. F. Copy of Material Safety Data Sheets (MSDS) for each product or material. 1.04 MANUALS FOR PLUMBING, MECHANICAL AND ELECTRICAL SYSTEMS A. Content for each unit of equipment and system as appropriate: 1. Description of unit and component parts. 2. Operating Procedures: a. Start-up, break-in, routine and normal operating instructions. b. Regulation, control, stopping, shutdown and emergency instructions. C. Summer and winter operating instructions. d. Special operating instructions. 3. Maintenance Procedures: a. Routine operations. b. Guide to "troubleshooting". C. Disassembly, repair and reassembly. d. Alignment, adjusting and checking. 4. Servicing and lubrication schedule, with list of lubricants required. 5. Manufacturer's printed operating and maintenance instructions. 6. Description of sequence of operation by control manufacturer. 7. Original manufacturer's parts list, illustrations, assembly drawings and diagrams required for maintenance. 8. As -installed control diagrams by control manufacturer. 9. As -installed color -coded piping diagrams. 10. Charts of valve tag numbers with location and function of each valve. 11. List of original manufacturer's spare parts, manufacturer's current prices and recommended quantities to be maintained in storage. 12. Other data as required under pertinent Sections of Specifications. B. Content for each electric and electronic system as appropriate: 1. Description of system and component parts. a. Function, normal operating characteristics and limiting conditions. b. Engineering data and tests. c. Complete nomenclature and commercial number of replaceable parts. Circuit directories of panelboards. a. Electrical service. DIVISION 1 72 Gardens on Spring Creek - Children's Garden 3/05 b. Controls. C. Communications. 3. As -installed color -coded wiring diagrams. 4. Operating Procedures: a. Routine and normal operating instructions. b. Sequences required. C. Special operating instructions. 5. Maintenance Procedures: a. Routine operations. b. Guide to "troubleshooting". C. Disassembly, repair and reassembly. d. Adjustment and checking. 6. Manufacturer's printed operating and maintenance instructions. 7. List of original manufacturer's spare parts, manufacturer's current prices and recommended quantities to be maintained in storage. 8. Other data as required under pertinent Sections of Specifications. C. Prepare and include additional data when the need for such data becomes apparent during instruction of Owner's personnel. 1.05 SUBMITTAL SCHEDULE A. Submit specified number of copies of approved data in final form no later than fifteen (15) days after final inspection or acceptance, but prior to applying for final payment. B. Operating and maintenance manuals shall be submitted reviewed and accented by the Owner prior to the Final Application for Payment being processed. 1.06 INSTRUCTION OF OWNER'S PERSONNEL A. Prior to final inspection or acceptance, fully instruct Owner's designated operating and maintenance personnel in operation, adjustment and maintenance of products, equipment and systems. B. Operating and maintenance manual shall constitute the basis of instruction. C. Review contents of manual with personnel in full detail to explain all aspects of operations and maintenance. END OF SECTION DIVISION 1 73 Gardens on Spring Creek - Children's Garden 3/05 DIVISION 1 74 Gardens on Spring Creek - Children's Garden SECTION 01740 WARRANTIES AND BONDS PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED 3/05 A. Contractor shall compile specified warranties and bonds and specified service and maintenance contracts. B. Review submittals to verify compliance with Contract Documents. C. Submit to Architect for review and transmittal to Owner. D. Related requirements specified elsewhere: 1. Instructions to Bidders: Bid or Proposal Bond. 2. Conditions of the Contract: Performance Bond and Labor and Material Payment Bond. 3. Conditions of the Contract: General Warranty of Construction. 4. Section 01700, Contract Close -Out. 5. Section 01730, Operating and Maintenance Data. 6. Respective Sections of Specifications which specify the product. 1.02 SUBMITTAL REQUIREMENTS A. General: Submit warranties, bonds and service and maintenance contracts as specified in respective Sections of Specifications. 1. Unless otherwise indicated, all warranties shall be written in the Owner's name, and shall be transferable to future Owner(s) for the duration of the warranty period. B. Assemble warranties, bonds and service and maintenance contracts, executed by each of the respective manufacturers, suppliers and subcontractors, bound with operating and maintenance data. Manuals are specified in Section 01730. C. Number of original signed copies required: Three (3) each, or as required by number of manuals specified in Section 01730. D. Table of Contents: Neatly typed in orderly sequence. Provide complete information for each item. 1. Product or work item. 2. Firm with name of principal, address and telephone number. 3. Scope of warranty, bond or service and maintenance contract. 4. Date of beginning of warranty, bond or service and maintenance contract. 5. Duration of warranty, bond or service and maintenance contract. 6. Provide information for Owner's personnel: a. Proper procedure in case of failure. b. Conditions which might affect the validity of warranty or bond. 7. Contractor, name of responsible principal, address and telephone number. E. Format of Submittals: 1. Format: Prepare in duplicate packets. 2. Size: 8-1/2" x 11" punched sheets for standard three-ring binder. Fold larger sheets to fit into binders. 1.03 SCHEDULE OF SUBMITTALS A. Submit documents within twenty-five (25) days after inspection and acceptance for equipment or component parts of equipment put into service during progress of construction. B. Otherwise make submittals within twenty-five (25) days after date of Substantial Completion, prior to final request for payment. DIVISION 1 75 SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRE as Principal, and hereby held and firmly bound unto OWNER, in the sum of $ truly to be made, we hereby jointly and assigns. ENTS: that we, the undersigned as Surety, are the City of Fort Collins, Colorado, as for the payment of which, well and and severally bind ourselves, successors, THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, 5021 Children's Garden at the Gardens on Spring Creek. 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 a BOND for his faithful performance of said Contract, and for 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 said Surety does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. 7/96 Section 00410 Page 2 Gardens on Spring Creek - Children's Garden 3/05 C. For items of work where acceptance is delayed materially beyond date of Substantial Completion, provide updated submittal within ten (10) days after acceptance, listing date of acceptance as start of warranty period. 1.04 REQUIRED WARRANTIES AND BONDS A. Bid or Proposal Bond: Refer to Instructions to Bidders. B. Performance Bond: Refer to Conditions of the Contract. C. Labor and Material Payment Bond: Refer to Conditions of the Contract. D. General Warranty of Construction: Refer to Conditions of the Contract. Unless modified elsewhere, General Contractor shall warrant all construction materials and workmanship for a period of one (1) calendar year from the date of Substantial Completion. E. Warranties: Provide required warranties for products, materials and equipment covering defects in materials and workmanship for the time duration(s) specified in individual Sections. Where no specific warranty is mentioned, provide warranty coverages normally provided by the manufacturer for that product. 1. Unless otherwise indicated, all warranties shall be written in the Owner's name. 2. All warranties shall be transferable to future Owner(s) for the duration of the warranty period. F. Provide warranties and/or bonds for all products and services specified in the Drawings. F. Optional Bond(s): The Contractor shall retain the right to require Performance and/or Labor and Material Payment Bonds from any or all of his/her Subcontractors. G. Maintenance Agreements: None required. However, all Contractors and Subcontractors shall be required to make service calls as requested by the Owner throughout the one-year general warranty period, at no additional expense to the Owner. END OF SECTION DIVISION 1 76 Gardens on Spring Creek - Children's Garden 4/05 SECTION 02231 - TREE PROTECTION AND TRIMMING PART1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the protection and trimming of existing trees that interfere with, or are affected by, execution of the Work, whether temporary or permanent construction. B. Related Sections include the following: 1. Division 1 Section "Summary of Work" for limits placed on Contractor's use of the site. 2. Division 1 Section "Temporary Controls" for temporary tree protection. 3. Division 2 Section "Site Clearing" for removal limits of trees, shrubs, and other plantings affected by new construction. 4. Division 2 Section "Earthwork" for building and utility trench excavation, backfilling, compacting and grading requirements, and soil materials. 5. Division 2 Section "Exterior Plants" for tree and shrub planting, tree support systems, and soil materials. 1.3 DEFINITIONS A. Tree Protection Zone: Area surrounding individual trees or groups of trees to remain during construction, and defined by the 5 feet from trunk of individual trees or the perimeter drip line of groups of trees, unless otherwise indicated. 1.4 SUBMITTALS A. Product Data: For each type of product indicated. PART 2 - PRODUCTS (Not Used) PART 3-EXECUTION 3.1 EXCAVATION A. Do not excavate within tree protection zones, unless otherwise indicated. B. Where excavation for new construction is required within tree protection zones, hand clear and excavate to minimize damage to root systems. Use narrow -tine spading forks and comb soil to expose roots. TREE PROTECTION AND TRIMMING 0223 t - 1 Gardens on Spring Creek - Children's Garden 4/05 1. Redirect roots in backfill areas where possible. If encountering large, main lateral roots, expose roots beyond excavation limits as required to bend and redirect them without breaking. If encountered immediately adjacent to location of new construction and redirection is not practical, cut roots approximately 3 inches back from new construction. 2. Do not allow exposed roots to dry out before placing permanent backfill. Provide temporary earth cover or pack with peat moss and wrap with burlap. Water and maintain in a moist condition. Temporarily support and protect roots from damage until they are permanently relocated and covered with soil. C. Where utility trenches are required within tree protection zones, tunnel under or around roots by drilling, auger boring, pipe jacking, or digging by hand. Root Pruning: Do not cut main lateral roots or taproots; cut only smaller roots that interfere with installation of utilities. Cut roots with sharp pruning instruments; do not break or chop. 3.2 REGRADING A. Minor Fill: Where existing grade is 6 inches or less below elevation of finish grade, fill with topsoil. Place topsoil in a single uncompacted layer and hand grade to required finish elevations. 3.3 TREE REPAIR AND REPLACEMENT A. Promptly repair trees damaged by construction operations within 24 hours. Treat damaged trunks, limbs, and roots according to arborist's written instructions. B. Remove and replace trees indicated to remain that die or are damaged during construction operations that arborist determines are incapable of restoring to normal growth pattern. Provide new trees of same size and species as those being replaced; plant and maintain as specified in Division 2 Section "Exterior Plants." 3.4 DISPOSAL OF WASTE MATERIALS A. Burning is not permitted. B. Disposal: Remove excess excavated material and displaced trees from Owner's property. END OF SECTION 02231 TREE PROTECTION AND TRIMMING 02231 -2 Gardens on Spring Creek - Children's Garden 4/05 SECTION 02240 - DEWATERING PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes construction dewatering. B. Related Sections include the following: 1. Division 1 Section "Temporary Controls" for temporary utilities and support facilities. 2. Division 2 Section "Earthwork" for excavating, backfilling, site grading and for site utilities. 1.3 PERFORMANCE REQUIREMENTS A. Dewatering Performance: Design, furnish, install, test, operate, monitor, and maintain dewatering system of sufficient scope, size, and capacity to control ground -water flow into excavations and permit construction to proceed on dry, stable subgrades. 1. Maintain dewatering operations to ensure erosion control, stability of excavations and constructed slopes, that excavation does not flood, and that damage to subgrades and permanent structures is prevented. 2. Prevent surface water from entering excavations by grading, dikes, or other means. 3. Accomplish dewatering without damaging existing buildings adjacent to excavation. 4. Remove dewatering system if no longer needed. 1.4 QUALITY ASSURANCE A. Regulatory Requirements: Comply with water disposal requirements of authorities having jurisdiction. B. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination." 1.5 PROJECT CONDITIONS A. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Owner not less than two days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Owner's written permission. DEWATERING 02240 - 1 Gardens on Spring Creek - Children's Garden 4/05 B. Project -Site Information: A geotechnical report has been prepared for this Project and is available for information only. The opinions expressed in this report are those of geotechnical engineer and represent interpretations of subsoil conditions, tests, and results of analyses conducted by geotechnical engineer. Owner will not be responsible for interpretations or conclusions drawn from this data. 1. Make additional test borings and conduct other exploratory operations necessary for dewatering. 2. The geotechnical report is referenced elsewhere in the Project Manual. C. Survey adjacent structures and improvements, employing a qualified professional engineer or land surveyor, establishing exact elevations at fixed points to act as benchmarks. Clearly identify benchmarks and record existing elevations. During dewatering, regularly resurvey benchmarks , maintaining an accurate log of surveyed elevations for comparison with original elevations. Promptly notify Owner if changes in elevations occur or if cracks, sags, or other damage is evident in adjacent construction. PART 2 - PRODUCTS (Not Used) PART 3-EXECUTION 3.1 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by dewatering operations. 1. Prevent surface water and subsurface or ground water from entering excavations, from ponding on prepared subgrades, and from flooding site and surrounding area. 2. Protect subgrades and foundation soils from softening and damage by rain or water accumulation. B. Install dewatering system to ensure minimum interference with roads, streets, walks, and other adjacent occupied and used facilities. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by authorities having jurisdiction. 3.2 INSTALLATION A. Install dewatering system utilizing wells, well points, or similar methods complete with pump equipment, standby power and pumps, filter material gradation, valves, appurtenances, water disposal, and surface - water controls. B. Before excavating below ground -water level, place system into operation to lower water to specified levels. Operate system continuously until drains, sewers, and structures have been constructed and fill materials have been placed, or until dewatering is no longer required. C. Provide an adequate system to lower and control ground water to permit excavation, construction of structures, and placement of fill materials on dry subgrades. Install sufficient dewatering equipment to drain water -bearing strata above and below bottom of foundations, drains, sewers, and other excavations. DEWATERING 02240 - 2 Gardens on Spring Creek - Children's Garden 4/05 Do not permit open -sump pumping that leads to loss of fines, soil piping, subgrade softening, and slope instability. D. Reduce hydrostatic head in water -bearing strata below subgrade elevations of foundations, drains, sewers and other excavations. 1. Maintain piezometric water level a minimum of 24 inches below surface of excavation E. Dispose of water removed by dewatering in a manner that avoids endangering public health, property, and portions of work under construction or completed. Dispose of water in a manner that avoids inconvenience to others. Provide sumps, sedimentation tanks, and other flow -control devices as required by authorities having jurisdiction. F. Provide standby equipment on -site, installed and available for immediate operation, to maintain dewatering on continuous basis if any part of system becomes inadequate or fails. If dewatering requirements are not satisfied due to inadequacy or failure of dewatering system, restore damaged structures and foundation soils at no additional expense to Owner. Remove dewatering system from Project site on completion of dewatering. Plug or fill well holes with sand or cut off and cap wells a minimum of 36 inches below overlying construction. G. Damages: Promptly repair damages to adjacent facilities caused by dewatering operations. END OF SECTION 02240 DEWATERING 02240 - 3 Gardens on Spring Creek - Children's Garden 4/05 SECTION 02630 - STORM DRAINAGE PARTI-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes gravity -flow, nonpressure storm drainage outside the building, with the following components: 1. Drains. 2. Precast concrete manholes. 1.3 DEFINITIONS A. PE: Polyethylene plastic. B. PVC: Polyvinyl chloride plastic. 1.4 PERFORMANCE REQUIREMENTS A. Gravity -Flow, Nonpressure, Drainage -Piping Pressure Rating: 10-foot head of water. Pipe joints shall be at least silttight, unless otherwise indicated. 1.5 SUBMITTALS A. Product Data: For the following: 1. Drains. DuraCast 6-Inch Round Grate: Part Number: D6. Description: 6-inch round, heavy-duty, cast iron grate with black powder coating. Ductile Iron for Grate: ASTM A 48 and A 536. Grate Openings: 3/4 inch. Open Surface Area: 9.0 square inches. Inlet Capacity: 11.79 gpm. Load: 326 to 575 psi. H-20 rated. 1.6 DELIVERY, STORAGE, AND HANDLING A. Do not store plastic manholes, pipe, and fittings in direct sunlight. STORM DRAINAGE 02630 - 1 Gardens on Spring Creek - Children's Garden 4/05 B. Protect pipe, pipe fittings, and seals from dirt and damage. 1.7 PROJECT CONDITIONS A. Interruption of Existing Storm Drainage Service: Do not interrupt service to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary service according to requirements indicated: 1. Notify Owner no fewer than two days in advance of proposed interruption of service. 2. Do not proceed with interruption of service without Owner's written permission. PART2-PRODUCTS 2.1 PIPING MATERIALS A. Refer to Part 3 "Piping Applications" Article for applications of pipe, fitting, and joining materials. 2.2 PVC PIPE AND FITTINGS A. PVC Sewer Pipe and Fittings, NPS 15 and Smaller: ASTM D 3034, SDR 35, with bell -and -spigot ends for gasketed joints with ASTM F 477, elastomeric seals. B. PVC Profile Gravity Sewer Pipe and Fittings: ASTM F 794 pipe, with bell -and -spigot ends; ASTM D 3034 fittings, with bell ends; and ASTM F 477, elastomeric seals. 2.3 CLEANOUTS A. PVC Cleanouts: PVC body with PVC threaded plug. Include PVC sewer pipe fitting and riser to cleanout of same material as sewer piping. PART 3-EXECUTION 3.1 EARTHWORK A. Excavation, trenching, and backfilling are specified in Division 2 Section "Earthwork." 3.2 PIPING APPLICATIONS A. Pipe couplings and special pipe fittings with pressure ratings at least equal to piping rating may be used in applications below, unless otherwise indicated. Use nonpressure-type flexible couplings where required to join gravity -flow, nonpressure sewer piping, unless otherwise indicated. a. Unshielded flexible or rigid couplings for same or minor difference OD pipes. b. Unshielded, increaser/reducer-pattern, flexible or rigid couplings for pipes with different OD. STORM DRAINAGE 02630 - 2 Gardens on Spring Creek - Children's Garden 4/05 C. Ring -type flexible couplings for piping of different sizes where annular space between smaller piping's OD and larger piping's ID permits installation. B. Gravity -Flow, Nonpressure Sewer Piping: Use any of the following pipe materials for each size range: 1. NPS 4 and NPS 6 : Corrugated PE drainage pipe and fittings, silttight couplings, and coupled joints. 2. NPS 4 and NPS 6 : PVC sewer pipe and fittings, gaskets, and gasketed joints. 3. NPS 8 to NPS 12 : PVC sewer pipe and fittings, gaskets, and gasketed joints. 4. NPS 8 to NPS 12: PVC profile gravity sewer pipe and fittings, gaskets, and gasketed joints. 5. NPS 8 to NPS 12 : Nonreinforced-concrete sewer pipe and fittings, gaskets, and gasketed joints. 3.3 PIPING INSTALLATION A. General Locations and Arrangements: Drawing plans and details indicate general location and arrangement of underground storm drainage piping. Location and arrangement of piping layout take design considerations into account. Install piping as indicated, to extent practical. Where specific installation is not indicated, follow piping manufacturer's written instructions. B. Install piping beginning at low point, true to grades and alignment indicated with unbroken continuity of invert. Place bell ends of piping facing upstream. Install gaskets, seals, sleeves, and couplings according to manufacturer's written instructions for use of lubricants, cements, and other installation requirements. C. Install proper size increasers, reducers, and couplings where different sizes or materials of pipes and fittings are connected. Reducing size of piping in direction of flow is prohibited. D. Tunneling: Install pipe under streets or other obstructions that cannot be disturbed by tunneling, jacking, or a combination of both. E. Install gravity -flow, nonpressure drainage piping according to the following: 1. Install piping pitched down in direction of flow, at minimum slope of 2 percent, unless otherwise indicated. 2. Install PE corrugated sewer piping according to CPPA's "Recommended Installation Practices for Corrugated Polyethylene Pipe and Fittings." 3. Install PVC sewer piping according to ASTM D 2321 and ASTM F 1669. 4. Install PVC profile gravity sewer piping according to ASTM D 2321 and ASTM F 1668. 5. Install nonreinforced-concrete sewer piping according to ASTM C 1479 and ACPA's "Concrete Pipe Installation Manual." 3.4 PIPE JOINT CONSTRUCTION A. Basic pipe joint construction is specified in Division 2 Section "Piped Utilities - Basic Materials and Methods." Where specific joint construction is not indicated, follow piping manufacturer's written instructions. B. Join gravity -flow, nonpressure drainage piping according to the following: Join corrugated PE piping according to CPPA 100 and the following: a. Use silttight couplings for Type 1, silttight joints. b. Use soiltight couplings for Type 2, soiltight joints. STORM DRAINAGE 02630 - 3 Gardens on Spring Creek - Children's Garden 4/05 3.5 CLEANOUT INSTALLATION A. Set cleanout frames and covers in concrete pavement with tops flush with pavement surface. 3.6 STORMWATER INLET AND OUTLET INSTALLATION A. Construct riprap of broken stone, as indicated. 3.7 DRAINAGE SYSTEM INSTALLATION A. Assemble and install components according to manufacturer's written instructions. B. Install with top surfaces of components, except piping, flush with finished surface. C. Assemble channel sections to form slope down toward drain outlets. Use sealants, adhesives, fasteners, and other materials recommended by system manufacturer. D. Fasten grates to channel sections if indicated. 3.8 IDENTIFICATION A. Materials and their installation are specified in division 2 Section "Earthwork." Arrange for installation of green warning tape directly over piping and at outside edge of underground structures. 1. Use detectable warning tape over nonferrous piping and over edges of underground structures. END OF SECTION 02630 STORM DRAINAGE 02630 - 4 SECTION 00020 INVITATION TO BID 07/2001 Section 00020 Page 2 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this day of , 20 , 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 officers, the day and year first set forth above. PRINCIPAL Name: Address: By: Title: ATTEST: By: (SEAL) SURETY By: Title: (SEAL) 7/96 Section 00410 Page 3 Gardens on Spring Creek - Children's Garden 4/05 SECTION 02300 - EARTHWORK PART1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Preparing subgrades for walks, pavements, lawns and grasses, and exterior plants. 2. Excavating and backfilling for structures. 3. Drainage course for slabs -on -grade. 4. Subbase course for concrete walks and pavements. 5. Subsurface drainage backfill for walls and trenches. 6. Excavating and backfilling for utility trenches. 7. Excavating and backfilling trenches for buried mechanical and electrical utilities and pits for buried utility structures. B. Related Sections include the following: 1. Division 1 Section "Allowances" for quantity allowance provisions related to unit -price rock excavation and authorized additional excavation. 2. Division 1 Section "Change Order Procedure" for unit -price rock excavation and authorized additional excavation provisions. 3. Division 1 Section "Construction Schedules" for recording preexcavation and earthwork progress. 4. Division 1 Section "Temporary Controls" for temporary controls, utilities, and support facilities. 5. Division 2 Section "Site Clearing" for temporary erosion and sedimentation control measures, site stripping, grubbing, stripping and stockpiling topsoil, and removal of above- and below -grade improvements and utilities. 6. Division 2 Section "Tree Protection and Trimming" for protecting and trimming trees to remain. 7. Division 2 Section "Dewatering" for lowering and disposing of ground water during construction. 8. Division 2 Section "Lawns and Grasses" for finish grading, including preparing and placing topsoil and planting soil for lawns. 9. Division 2 Section "Exterior Plants" for planting bed establishment and tree and shrub pit excavation and planting. 10. Division 3 Section "Cast -in -Place Concrete" for granular course if placed over vapor retarder and beneath the slab -on -grade. 11. Divisions 2 and 16 Sections for installing underground mechanical and electrical utilities and buried mechanical and electrical structures. 1.3 UNIT PRICES A. Unit prices for earthwork are included in Division 1 Section " Change Order Procedure." B. Quantity allowances for earthwork are included in Division 1 Section "Allowances." EARTHWORK 02300 - 1 Gardens on Spring Creek - Children's Garden 4/05 1.4 DEFINITIONS A. Backfill: Soil material or controlled low -strength material used to fill an excavation. 1. Initial Backfill: Backfill placed beside and over pipe in a trench, including haunches to support sides of pipe. 2. Final Backfill: Backfill placed over initial backfill to fill a trench. B. Bedding Course: Course placed over the excavated subgrade in a trench before laying pipe. C. Borrow Soil: Satisfactory soil imported from off -site for use as fill or backfill. D. Drainage Course: Course supporting the slab -on -grade that also minimizes upward capillary flow of pore water. E. Excavation: Removal of material encountered above subgrade elevations and to lines and dimensions indicated. 1. Authorized Additional Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions as directed by Architect. Authorized additional excavation and replacement material will be paid for according to Contract provisions for changes in the Work. 2. Bulk Excavation: Excavation more than 10 feet in width and more than 30 feet in length. 3. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions without direction by Architect. Unauthorized excavation, as well as remedial work directed by Architect, shall be without additional compensation. F. Fill: Soil materials used to raise existing grades. G. Rock: Rock material in beds, ledges, unstratified masses, conglomerate deposits, and boulders of rock material 3/4 cu. yd. or more in volume that exceed a standard penetration resistance of 100 blows/2 inches when tested by an independent geotechnical testing agency, according to ASTM D 1586. H. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man-made stationary features constructed above or below the ground surface. I. Subbase Course: Course placed between the subgrade and base course for hot -mix asphalt pavement, or course placed between the subgrade and a cement concrete pavement or a cement concrete or hot -mix asphalt walk. J. Subgrade: Surface or elevation remaining after completing excavation, or top surface of a fill or backfill immediately below subbase, drainage fill, or topsoil materials. K. Utilities: On -site underground pipes, conduits, ducts, and cables, as well as underground services within buildings. 1.5 PROJECT CONDITIONS A. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted in writing by Owner and then only after arranging to provide temporary utility services according to requirements indicated. 1. Notify Owner not less than two days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Owner's written permission. EARTHWORK 02300 - 2 Gardens on Spring Creek - Children's Garden 4/05 3. Contact utility -locator service for area where Project is located before excavating. PART 2-PRODUCTS 2.1 SOIL MATERIALS A. General: Provide borrow soil materials when sufficient satisfactory soil materials are not available from excavations. B. Satisfactory Soils: ASTM D 2487 Soil Classification Groups GW, GP, GM, SW, SP, and SM, or a combination of these groups; free of rock or gravel larger than 3 inches in any dimension, debris, waste, frozen materials, vegetation, and other deleterious matter. C. Unsatisfactory Soils: Soil Classification Groups GC, SC, CL, ML, OL, CH, MIL OH, and PT according to ASTM D 2487, or a combination of these groups. Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of optimum moisture content at time of compaction. D. Subbase Material: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a t-I/2-inch sieve and not more than 12 percent passing a No. 200 sieve. E. Engineered Fill: Naturally or artificially graded mixture of natural or crushed gravel, crashed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1-1/2-inch sieve and not more than 12 percent passing a No. 200 sieve. F. Bedding Course: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; except with 100 percent passing a 1-inch sieve and not more than 8 percent passing a No. 200 sieve. G. Drainage Course: Narrowly graded mixture of crushed stone, or crushed or uncrushed gravel; ASTM D 449; coarse -aggregate grading Size 57; with 100 percent passing a 1-1/2-inch sieve and 0 to 5 percent passing a No. 8 sieve. H. Sand: ASTM C 33; fine aggregate, natural, or manufactured sand. I. Imported Topsoil Mix: Sandy loam blended with 1/3 compost. Submit I gallon sample to Owner for approval. 2.2 GEOTEXTILES A. Separation Geotextile: Woven geotextile fabric, manufactured for separation applications, made from polyolefins or polyesters; with elongation less than 50 percent; complying with AASHTO M 288 and the following, measured per test methods referenced: I. Survivability: Class 2; AASHTO M 288. 2. Grab Tensile Strength: 247 Ibf ; ASTM D 4632. 3. Sewn Seam Strength: 222 Ibf ; ASTM D 4632. 4. Tear Strength: 90 lbf ; ASTM D 4533. 5. Puncture Strength: 90 Ibf ; ASTM D 4833. 6. Apparent Opening Size: No. 60 sieve, maximum; ASTM D 4751. EARTHWORK 02300 - 3 Gardens on Spring Creek - Children's Garden 4/05 7. Permittivity: 0.02 per second, minimum; ASTM D 4491. 8. UV Stability: 50 percent after 500 hours' exposure; ASTM D 4355. 2.3 CONTROLLED LOW -STRENGTH MATERIAL A. Controlled Low -Strength Material: Low -density, self -compacting, flowable concrete material as follows: 1. Portland Cement: ASTM C 150. 2. Fly Ash: ASTM C 618, Class C or F. 3. Normal -Weight Aggregate: ASTM C 33, 3/8-inch nominal maximum aggregate size. 4. Foaming Agent: ASTM C 869. 5. Water: ASTM C 94/C 94M. 6. Air -Entraining Admixture: ASTM C 260. B. Produce low -density, controlled low -strength material with the following physical properties: 1. As -Cast Unit Weight: to be determined at point of placement, when tested according to ASTM C 138/C 138M. 2. Compressive Strength: to be determined. C. Produce conventional -weight, controlled low -strength material with compressive strength to be determined. PART 3 - EXECUTION 3.1 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earthwork operations. B. Preparation of subgrade for earthwork operations including removal of vegetation, topsoil, debris, obstructions, and deleterious materials from ground surface is specified in Division 2 Section "Site Clearing." C. Protect and maintain erosion and sedimentation controls, which are specified in Division 2 Section "Site Clearing," during earthwork operations. D. Provide protective insulating materials to protect subgrades and foundation soils against freezing temperatures or frost. 3.2 DEWATERING A. Prevent surface water and ground water from entering excavations, from ponding on prepared subgrades, and from flooding Project site and surrounding area. B. Protect subgrades from softening, undermining, washout, and damage by rain or water accumulation. 1. Reroute surface water runoff away from excavated areas. Do not allow water to accumulate in excavations. Do not use excavated trenches as temporary drainage ditches. 2. Install a dewatering system, specified in Division 2 Section "Dewatering," to keep subgrades dry and convey ground water away from excavations. Maintain until dewatering is no longer required. EARTHWORK 02300 - 4 Gardens on Spring Creek - Children's Garden 4/05 3.3 EXPLOSIVES A. Explosives: Do not use explosives. 3.4 EXCAVATION, GENERAL A. Unclassified Excavation: Excavate to subgrade elevations regardless of the character of surface and subsurface conditions encountered. Unclassified excavated materials may include rock, soil materials, and obstructions. No changes in the Contract Sum or the Contract Time will be authorized for rock excavation or removal of obstructions. 1. If excavated materials intended for fill and backfill include unsatisfactory soil materials and rock, replace with satisfactory soil materials. 2. Remove rock to lines and grades indicated to permit installation of permanent construction without exceeding the following dimensions: a. 24 inches outside of concrete forms other than at footings. b. 12 inches outside of concrete forms at footings. C. 6 inches outside of minimum required dimensions of concrete cast against grade. d. Outside dimensions of concrete walls indicated to be cast against rock without forms or exterior waterproofing treatments. e. 6 inches beneath bottom of concrete slabs on grade. f. 6 inches beneath pipe in trenches, and the greater of 24 inches wider than pipe or 42 inches wide. 3.5 EXCAVATION FOR STRUCTURES A. Excavate to indicated elevations and dimensions within a tolerance of plus or minus 1 inch . If applicable, extend excavations a sufficient distance from structures for placing and removing concrete formwork, for installing services and other construction, and for inspections. 1. Excavations for Footings and Foundations: Do not disturb bottom of excavation. Excavate by hand to final grade just before placing concrete reinforcement. Trim bottoms to required lines and grades to leave solid base to receive other work. 2. Excavation for Underground Tanks, Basins, and Mechanical or Electrical Utility Structures: Excavate to elevations and dimensions indicated within a tolerance of plus or minus 1 inch . Do not disturb bottom of excavations intended as bearing surfaces. 3.6 EXCAVATION FOR WALKS, PAVEMENTS AND TOPSOIL A. Excavate surfaces under walks and pavements to indicated lines, cross sections, elevations, and subgrades. 3.7 EXCAVATION FOR UTILITY TRENCHES A. Excavate trenches to indicated gradients, lines, depths, and elevations. Beyond building perimeter, excavate trenches to allow installation of top of pipe below frost line. EARTHWORK 02300 - 5 Gardens on Spring Creek - Children's Garden 4/05 B. Excavate trenches to uniform widths to provide the following clearance on each side of pipe or conduit. Excavate trench walls vertically from trench bottom to 12 inches higher than top of pipe or conduit, unless otherwise indicated. Clearance: 12 inches each side of pipe or conduit. C. Trench Bottoms: Excavate and shape trench bottoms to provide uniform bearing and support of pipes and conduit. Shape subgrade to provide continuous support for bells, joints, and barrels of pipes and for joints, fittings, and bodies of conduits. Remove projecting stones and sharp objects along trench subgrade. 1. For pipes and conduit less than 6 inches in nominal diameter and flat-bottomed, multiple -duct conduit units, hand -excavate trench bottoms and support pipe and conduit on an undisturbed subgrade. 2. For pipes and conduit 6 inches or larger in nominal diameter, shape bottom of trench to support bottom 90 degrees of pipe circumference. Fill depressions with tamped sand backfill. 3. Excavate trenches 6 inches deeper than elevation required in rock or other unyielding bearing material to allow for bedding course. D. Trench Bottoms: Excavate trenches 4 inches deeper than bottom of pipe elevation to allow for bedding course. Hand excavate for bell of pipe. Excavate trenches 6 inches deeper than elevation required in rock or other unyielding bearing material to allow for bedding course. 3.8 SUBGRADE INSPECTION A. Notify Architect when excavations have reached required subgrade. B. If Architect determines that unsatisfactory soil is present, continue excavation and replace with compacted backfill or fill material as directed. C. Authorized additional excavation and replacement material will be paid for according to Contract provisions for changes in the Work. D. Reconstruct subgrades damaged by freezing temperatures, frost, rain, accumulated water, or construction activities, as directed by Architect, without additional compensation. 3.9 UNAUTHORIZED EXCAVATION A. Fill unauthorized excavation under foundations or wall footings by extending bottom elevation of concrete foundation or footing to excavation bottom, without altering top elevation. Lean concrete fill, with 28-day compressive strength of 2500 psi , may be used when approved by Architect. Fill unauthorized excavations under other construction or utility pipe as directed by Architect. 3.10 STORAGE OF SOIL MATERIALS A. Stockpile borrow soil materials and excavated satisfactory soil materials without intermixing. Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust. EARTHWORK 02300 - 6 Gardens on Spring Creek - Children's Garden 4/05 Stockpile soil materials away from edge of excavations. Do not store within drip line of remaining trees. 3.11 BACKFILL A. Place and compact backfill in excavations promptly, but not before completing the following: 1. Construction below finish grade including, where applicable, subdrainage, dampproofing, waterproofing, and perimeter insulation. 2. Surveying locations of underground utilities for Record Documents. 3. Testing and inspecting underground utilities. 4. Removing concrete formwork. 5. Removing trash and debris. 6. Removing temporary shoring and bracing, and sheeting. 7. Installing permanent or temporary horizontal bracing on horizontally supported walls. B. Place backfill on subgrades free of mud, frost, snow, or ice. 3.12 UTILITY TRENCH BACKFILL A. Place backfill on subgrades free of mud, frost, snow, or ice. B. Place and compact bedding course on trench bottoms and where indicated. Shape bedding course to provide continuous support for bells, joints, and barrels of pipes and for joints, fittings, and bodies of conduits. C. Backfill trenches excavated under footings and within 18 inches of bottom of footings with satisfactory soil; fill with concrete to elevation of bottom of footings. Concrete is specified in Division 3 Section "Cast -in -Place Concrete." D. Place and compact initial backfill of satisfactory soil, free of particles larger than 1 inch in any dimension, to a height of 12 inches over the utility pipe or conduit. Carefully compact initial backfill under pipe haunches and compact evenly up on both sides and along the full length of utility piping or conduit to avoid damage or displacement of piping or conduit. Coordinate backfilling with utilities testing. E. Backfill voids with satisfactory soil while installing and removing shoring and bracing. F. Place and compact final backfill of satisfactory soil to final subgrade elevation. 3.13 SOIL FILL A. Cultivate subsoil in grass and planted areas to a depth of 12 inches prior to placing imported topsoil mix. B. Place and compact fill material in layers to required elevations as follows: 1. Under grass and planted areas, use 4 inches imported topsoil mix over satisfactory soil material. 2. In growing plots, use 12 inches imported topsoil mix over satisfactory soil material. 3. Under walks and pavements, use satisfactory soil material. 4. Under steps and ramps, use engineered fill. 5. Under footings and foundations, use engineered fill. EARTHWORK 02300 - 7 Gardens on Spring Creek - Children's Garden 4/05 C. Place soil fill on subgrades free of mud, frost, snow, or ice. 3.14 SOIL MOISTURE CONTROL A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill soil layer before compaction to within 2 percent of optimum moisture content. 1. Do not place backfill or fill soil material on surfaces that are muddy, frozen, or contain frost or ice. 2. Remove and replace, or scarify and air dry otherwise satisfactory soil material that exceeds optimum moisture content by 2 percent and is too wet to compact to specified dry unit weight. 3.15 COMPACTION OF SOIL BACKFILLS AND FILLS A. Place backfill and fill soil materials in layers not more than 8 inches in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches in loose depth for material compacted by hand -operated tampers. B. Place backfill and fill soil materials evenly on all sides of structures to required elevations, and uniformly along the full length of each structure. C. Compact soil materials to not less than the following percentages of maximum dry unit weight according to ASTM D 698: 1. Under structures, building slabs, steps, and pavements, scarify and recompact top 12 inches of existing subgrade and each layer of backfill or fill soil material at 95percent. 2. Under walkways, scarify and recompact top 6 inches below subgrade and compact each layer of backfill or fill soil material at 92percent. 3. Under lawn or unpaved areas, scarify and recompact top 6 inches below subgrade and compact each layer of backfill or fill soil material at 85percent. 4. For utility trenches, compact each layer of initial and final backfill soil material at 85percent. 3.16 GRADING A. General: Uniformly grade areas to a smooth surface, free of irregular surface changes. Comply with compaction requirements and grade to cross sections, lines, and elevations indicated. 1. Provide a smooth transition between adjacent existing grades and new grades. 2. Cut out soft spots, fill low spots, and trim high spots to comply with required surface tolerances. B. Site Grading: Slope grades to direct water away from buildings and to prevent ponding. Finish subgrades to required elevations within the following tolerances: 1. Lawn or Unpaved Areas: Plus or minus 1 inch. 2. Walks: Plus or minus 1 inch. 3. Pavements: Plus or minus 1/2 inch. C. Grading inside Building Lines: Finish subgrade to a tolerance of 1/2 inch when tested with a 10-foot straightedge. EARTHWORK 02300 - 8 Gardens on Spring Creek - Children's Garden 4/05 3.17 SUBBASE AND BASE COURSES A. Place subbasecourse on subgrades free of mud, frost, snow, or ice. B. On prepared subgrade, place subbasecourse under pavements and walks as follows: 1. Install separation geotextile on prepared subgrade according to manufacturer's written instructions, overlapping sides and ends. 2. Shape subbasecourse to required crown elevations and cross -slope grades. 3. Place subbasecourse 6 inches or less in compacted thickness in a single layer. 4. Place subbasecourse that exceeds 6 inches in compacted thickness in layers of equal thickness, with no compacted layer more than 6 inches thick or less than 3 inches thick. 5. Compact subbasecourse at optimum moisture content to required grades, lines, cross sections, and thickness to not less than 95percent of maximum dry unit weight according to ASTM D 698. 3.18 DRAINAGE COURSE A. Place drainage course on subgrades free of mud, frost, snow, or ice. B. On prepared subgrade, place and compact drainage course under cast -in -place concrete slabs -on -grade as follows: 1. Place drainage course 6 inches or less in compacted thickness in a single layer. 2. Place drainage course that exceeds 6 inches in compacted thickness in layers of equal thickness, with no compacted layer more than 6 inches thick or less than 3 inches thick. 3. Compact each layer of drainage course to required cross sections and thicknesses to not less than 95percent of maximum dry unit weight according to ASTM D 698. 3.19 FIELD QUALITY CONTROL A. Testing Agency: Owner will engage a qualified independent geotechnical engineering testing agency to perform field quality -control testing. B. Footing Subgrade: At footing subgrades, at least one test of each soil stratum will be performed to verify design bearing capacities. Subsequent verification and approval of other footing subgrades may be based on a visual comparison of subgrade with tested subgrade when approved by Architect. C. Testing agency will test compaction of soils in place according to ASTM D 1556, ASTM D 2167, ASTM D 2922, and ASTM D 2937, as applicable. Tests will be performed at the following locations and frequencies: 1. Paved and Building Slab Areas: At subgrade and at each compacted fill and backfill layer, at least 1 test for every 2000 sq. ft. or less of paved area or building slab, but in no case fewer than 3 tests. 2. Foundation Wall Backfill: At each compacted backfill layer, at least 1 test for each 100 feet or less of wall length, but no fewer than 2 tests. 3. Trench Backfill: At each compacted initial and final backfill layer, at least 1 test for each 150 feet or less of trench length, but no fewer than 2 tests. D. When testing agency reports that subgrades, fills, or backfills have not achieved degree of compaction specified, scarify and moisten or aerate, or remove and replace soil to depth required; recompact and retest until specified compaction is obtained. EARTHWORK 02300 - 9 Gardens on Spring Creek - Children's Garden 3.20 PROTECTION 4/05 A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free of trash and debris. B. Repair and reestablish grades to specified tolerances where completed or partially completed surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent construction operations or weather conditions. 1. Scarify or remove and replace soil material to depth as directed by Architect; reshape and recompact. C. Where settling occurs before Project correction period elapses, remove finished surfacing, backfill with additional soil material, compact, and reconstruct surfacing. I. Restore appearance, quality, and condition of finished surfacing to match adjacent work, and eliminate evidence of restoration to greatest extent possible. 3.21 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Disposal: Transport surplus satisfactory soil to designated storage areas on Owner's property. Stockpile .or spread soil as directed by Architect. 1. Remove waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it off Owner's property. END OF SECTION 02300 EARTHWORK 02300 - 10 SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder: 2. Permanent main office address: 3. When organized: 4. If a corporation, where incorporated: 5. How many years have you been engaged in the contracting business under your present firm or trade name? 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) 7. General character of Work performed by your company: 8. Have you ever failed to complete any Work awarded to you? If so, where and why? 9. Have your ever defaulted on a contract? If so, where and why? 10. Are you debarred by any government agency? If yes list agency name. 7/96 Section 00420 Page 1 Gardens on Spring Creek - Children's Garden 4/05 SECTION 02666 — POND AND RESERVOIR LINERS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes impermeable geomembrane reservoir liners. B. Related Sections include the following: 1. Division 2 Sections for earthwork, special subsurface bedding and geotextiles related to liner work. 1.3 DEFINITIONS A. Plastics Terminology: Refer to ASTM D 1600 for definition of abbreviated terms for plastics not other- wise defined in this Section. B. PVC: Polyvinyl chloride. 1.4 SUBMITTALS A. Product Data: For each type of the following: 1. Geomembrane liner. 2. Geotextile fabric. 3. Seaming adhesive, solvent, and extrusion. 4. Penetration assembly. B. Material and Product Test Reports: Indicating materials, geomembrane, and seams comply with require- ments, based on comprehensive testing of current product formulations and products. C. Warranties: Special warranties specified in this Section. 1.5 QUALITY ASSURANCE A. Installer Qualifications: Installer shall have been in the business of installing project of similar complex- ity and size for a minimum of 5 years and have installed no less than 20,000 square feet. This work shall be the sole responsibility of the Water Feature Contractor. B. Manufacturer Qualifications: A firm experienced in manufacturing geomembrane liner panels similar to those indicated for this Project and with a record of successful in-service performance. POND AND RESERVOIR LINERS 02666 -1 Gardens on Spring Creek - Children's Garden 4/05 C. Source Limitations: Obtain geomembrane liner panels, accessories, and required seaming materials, sol- vents, and adhesives through one source from a single manufacturer. D. Preinstallation Conference: Conduct conference at Project site. Review methods and procedures related to product including, but not limited to, the following: 1. Inspect and discuss condition of substrate and other preparatory work performed by other trades. 2. Review structural load limitations. 3. Review limitations on equipment and Installer's personnel. 4. Review and finalize construction schedule and verify availability of materials, Installer's person- nel, equipment, and facilities needed to make progress and avoid delays. 5. Review required testing, inspecting, and certifying procedures. 6. Review weather and forecasted weather conditions and procedures for unfavorable conditions. 1.6 PROJECT CONDITIONS A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit placement and seaming of geomembrane to be performed according to manufacturers' written instructions and warranty requirements. Do not place or seam geomembrane during conditions of precipitation, excessive atmospheric moisture, blowing dust, strong wind, or at temperatures outside manufacturers' recommended range. 1.7 WARRANTY A. General Warranty: Special warranty specified in this Article shall not deprive Owner of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by Contractor under requirements of the Contract Documents. B. Special Warranty: Written warranty, signed by geomembrane manufacturer, liner manufacturer, and liner Installer agreeing to repair or replace geomembrane liner that fails in materials and workmanship or that deteriorates under conditions of normal weather within specified warranty period. Warranty does not in- clude deterioration or failure of geomembrane liner due to exposure to harmful chemicals, gases or va- pors, abnormal and severe weather phenomena, fire, earthquakes, floods, vandalism, or abuse by persons, animals, or equipment. Failures include, but are not limited to, the following: Leaks. C. Warranty Period: 10 years from date of Final Payment. PART 2-PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Watersaver Company, Inc., or equal. 2. Colorado Lining, or equal. POND AND RESERVOIR LINERS 02666 -2 Gardens on Spring Creek - Children's Garden 2.2 MATERIALS 4/05 A. General: Provide impervious geomembrane liner fabricated from sheet material indicated, complying with specified product characteristics. 2.3 PVC SHEET A. Virgin PVC with plasticizers and other modifiers, compounded for use in hydraulic structures, formed into uniform, flexible sheets with material properties complying with PGI's "PVC Specification" for nominal thickness indicated: Nominal Thickness: 40 mils. 2. Sheet Texture: One side smooth; other side as follows: a. Smooth. 2.4 MISCELLANEOUS MATERIALS A. Adhesives: Provide types of adhesive compounds, solvents, and tapes recommended in writing by liner manufacturer for bonding to structures (if required), for seating of seams in geomembrane, and for sealing projections through liner. B. Penetration Assemblies: Provide manufacturer's standard factory -fabricated assemblies for sealing pene- trations. Includejoint sealant, recommended in writing by liner manufacturer, compatible with geomem- brane and containment conditions and materials. C. Geotextile: As manufactured by Mirafi or equivalent. 1. Non woven polypropylene needle punched geotextile. 2. 8 oz per sq. yard per ASTM D 5261 3. Model180N. 2.5 FABRICATION A. Fabricate geomembrane liner panels from sheets in sizes as large as possible with factory -sealed seams, consistent with limitations of weight and installation procedures. Minimize field seaming. 2.6 SOURCE QUALITY CONTROL A. General: Test for bonded seam strength and peel adhesion every 1000 feet or once per panel, whichever is more frequent, per NSF 54, Table 14. B. PVC Liner: Test and inspect factory seams for peel adhesion not less than 10 lbf/in of seam width, ac- cording to ASTM D 413, as modified by NSF 54, Annex A, and for bonded seam strength indicated ac- cording to ASTM D 3083, as modified by NSF 54, Annex A. Bonded Seam Strength: Not less than indicated for seam constructed from two sheets, each with nominal sheet thickness of not less than 40 mils. a. 58.4 lbf/in. of seam width. POND AND RESERVOIR LINERS 02666 -3 Gardens on Spring Creek - Children's Garden PART 3 - EXECUTION 3.1 EXAMINATION 4/05 A. Examine substrates, with Installer present, for freedom from sharp projections and voids; for compliance with requirements for soil compaction and grading; for subgrade free from angular rocks, rubble, roots, vegetation, debris, voids, protrusions, and ground water; and for other conditions affecting performance of liner. Examine anchor trench excavation, where liner is to be secured, for substrate conditions indicated above and for correct location and configuration. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Provide temporary ballast that does not damage geomembrane liner or substrate, to prevent uplift of liner in areas with prevailing winds, until edges are permanently secured. B. Prepare surfaces of construction penetrating through liner according to liner manufacturer's written in- structions. C. Remove curing compounds and coatings from concrete surfaces to be sealed to geomembrane liner. 3.3 INSTALLATION A. General: Place geomembrane liner over prepared surfaces to ensure minimum handling. Comply with liner manufacturer's written instructions. In areas with prevailing winds, begin placing liner at Project's upwind direction and proceed downwind. Install liner in a relaxed condition, free from stress and tension. Fit closely and seal around inlets, outlets, and other projections through geomembrane liner. Permanently secure edges. B. Field Seams: Install with no seams if possible. If seams are required, get approval of Architect. Comply with liner manufacturer's written instructions. Form lapped seams by lapping edges of panels 2 to 4 inches unless instructions require a larger overlap. Wipe contact surfaces clean and free of dirt, dust, moisture, and other foreign materials. Use solvent -cleaning methods and grind geomembrane seam sur- faces if recommended by liner manufacturer. Proceed with seaming at required temperatures for materi- als and ambient conditions. Continuously bond sheet to sheet to construct single or double seams of width recommended for method of seaming used. Seal or fuse free seam edges as instructed. Inspect seams and reseal voids. Adhesive Bonding: Apply bonding cement to both contact surfaces in seam area and press to- gether immediately, or use other seaming methods as instructed by liner manufacturer. Roll to press surfaces together, to distribute adhesive to leading edges of panels, and to remove wrinkles and fishmouths. Remove excess adhesive. C. Liner Attached to Concrete: Use liner manufacturer's standard system to suit project conditions. Support adhesive and liner fabric on not less than 8-inch-wide concrete substrate, unless otherwise indicated. D. Liner Repairs: Repair tears, punctures, and other imperfections in liner field and seams using patches of liner material, liner -to -liner bonding materials, and bonding methods according to liner manufacturer's POND AND RESERVOIR LINERS 02666 -4 Gardens on Spring Creek - Children's Garden 4/05 written instructions. Apply bonding solvent or weld to contact surfaces of both patch and liner and press together immediately. Roll to remove wrinkles. 3.4 FIELD QUALITY CONTROL A. Nondestructive Testing: Visually inspect all seams and patches. Comply with ASTM D 4437 for Air Lance Test, Vacuum Box Testing, or Ultrasonic (High Frequency) Pulse Echo Testing or with GRI Test Method GM6, as applicable to geomembrane and seam construction. Record locations of failed seams and patches. For the record, individually number and date occurrences and details of leak and remedial action. Repair leaking seams and patches. 3.5 PROTECTION A. Protect installed geomembrane liner according to liner manufacturer's written instructions. Repair or re- place areas of liner damaged by scuffing, punctures, traffic, rough subgrade, or other unacceptable condi- tions. B. Protect installed geomembrane with an additional layer of geotextile fabric at all locations where con- crete, compacted fill, rip rap or pipe penetrations will bear on membrane. C. Before initial filling of stream, or placement of rock or gravel cover, inspect seams and patched areas to ensure tight, continuously bonded installation. Repair damaged membrane and seams and reinspect re- paired work. END OF SECTION 02666 POND AND RESERVOIR LINERS 02666 -5 Gardens on Spring Creek - Children's Garden 4/05 SECTION 02751 - CEMENT CONCRETE PAVEMENT PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes exterior cement concrete pavement for the following: 1. Walkways & Plazas. B. Related Sections include the following: 1. Division 2 Section "Earthwork" for subgrade preparation, grading, and subbase course. 2. Division 2 Section "Pavement Joint Sealants" for joint sealants of joints in concrete pavement and at isolation joints of concrete pavement with adjacent construction. 3. Division 3 Section "Cast -in -Place Concrete" for general building applications of concrete. 4. Division 1 Section "Testing" for testing of concrete for footings 1.3 DEFINITIONS A. Cementitious Materials: Portland cement alone or in combination with one or more of blended hydraulic cement, fly ash and other pozzolans, and ground granulated blast -furnace slag. 1.4 SUBMITTALS A. Product Data: For each type of manufactured material and product indicated. B. Design Mixtures: For each concrete pavement mixture. Include alternate mixture designs when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments. C. Manufacturer's color charts: showing full range of colors available if different from those specified. D. Qualification Data: For firms indicated in "Quality Assurance" Article, including list of completed projects. E. Field quality -control test reports. F. Minutes of preinstallation conference. 1.5 APPROVALS CEMENT CONCRETE PAVEMENT 02751 - 1 Gardens on Spring Creek - Children's Garden 4/05 A. All form work must be approved by the Architect prior to placing concrete. Placed concrete without prior approval is subject to removal at the Contractor's expense. B. Notify Architect 72 hours in advance of time approval is requested. 1.6 QUALITY ASSURANCE A. Manufacturer Qualifications: Manufacturer of ready -mixed concrete products who complies with ASTM C 94/C94M requirements for production facilities and equipment. 1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production Facilities." 2. Installer Qualifications: An installer with 5 years experience with work of similar scope and quality. Submit list of completed projects demonstrating full range of concrete types listed in summary. 3. Obtain each specified material from same source and maintain high degree of consistency in workmanship throughout Project. 4. Notification of manufacturer's authorized representative shall be given at least 1-week before start of Work. B. Testing Agency Qualifications: An independent agency qualified according to ASTM C 1077 and ASTM E 329 for testing indicated, as documented according to ASTM E 548. Personnel conducting field tests shall be qualified as ACI Concrete Field Testing Technician, Grade 1, according to ACI CP-01 or an equivalent certification program. C. ACI Publications: Comply with ACI301, "Specification for Structural Concrete," unless modified by requirements in the Contract Documents. D. Concrete Testing Service: Engage a qualified independent testing agency to perform material evaluation tests and to design concrete mixtures. E. Mockups: Cast mockups of full-size sections of concrete pavement to demonstrate typical joints, surface finish, texture, color, and standard of workmanship for each color and condition shown on plans. 1. Build mockups in the location and of the size indicated or, if not indicated, as directed by Architect. 2. Notify Architect seven days in advance of dates and times when mockups will be constructed. 3. For accurate color, the quantity of concrete mixed to produce the sample should not be less than 3 cubic yards (or not less than 1/3 the capacity of the mixing drum on the ready -mix truck) and should always be in full cubic yard increments. Excess material shall be discarded according to local regulations. 4. Construct mockup using processes and techniques intended for use on permanent work, including curing procedures. Include samples of control, construction, and expansion joints in sample panels. Mockup shall be produced by the individual workers who will perform the work for the Project. 5. Retain samples of cements, sands, aggregates and color additives used in mockup for comparison with materials used in remaining work. 6. Obtain Architect's approval of mockups before starting construction. 7. Maintain approved mockups during construction in an undisturbed condition as a standard for judging the completed pavement. 8. Demolish and remove approved mockups from the site when directed by Architect. 9. Approved mockups may become part of the completed Work if undisturbed at time of Completion. CEMENT CONCRETE PAVEMENT 02751 -2 Gardens on Spring Creek - Children's Garden 4/05 F. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Meetings." Before submitting design mixtures, review concrete pavement mixture design and examine procedures for ensuring quality of concrete materials and concrete pavement construction practices. Require representatives, including the following, of each entity directly concerned with concrete pavement, to attend conference: a. Contractor's superintendent. b. Concrete pavement subcontractor. 1.7 PROJECT CONDITIONS A. Traffic Control: Maintain access for vehicular and pedestrian traffic as required for other construction activities. B. Integrally Colored Concrete Environmental Requirements: 1. Schedule placement to minimize exposure to wind and hot sun before curing materials are applied. 2. Avoid placing concrete if rain, snow, or frost is forecast within 24-hours. Protect fresh concrete from moisture and freezing. 3. Comply with professional practices described in ACI 305R and ACI 306R. C. Schedule delivery of concrete to provide consistent mix times from batching until discharge. Mix times shall meet manufacturer's written recommendations. 1.8 PRE -JOB CONFERENCE A. One week prior to placement of integrally colored concrete, a meeting shall be held to discuss the Project and application methods. PART 2-PRODUCTS 2.1 FORMS A. Form Materials: Plywood, metal, metal -framed plywood, or other approved panel -type materials to provide full -depth, continuous, straight, smooth exposed surfaces. Use flexible or curved forms for curves. B. Form -Release Agent: Commercially formulated form -release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. 2.2 CONCRETE MATERIALS A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source throughout the Project: 1. Portland Cement: ASTM C 150, Type I, gray. CEMENT CONCRETE PAVEMENT 02751 - 3 Gardens on Spring Creek - Children's Garden 4/05 B. Normal -Weight Aggregates: ASTM C 33, Class 4S coarse aggregate, uniformly graded. Provide aggregates from a single source. 1. Maximum Coarse -Aggregate Size: 1-1/2 inches nominal. 2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement. C. Water: ASTM C 94/C 94M. D. Air -Entraining Admixture: ASTM C 260. E. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and to contain not more than 0.1 percent water-soluble chloride ions by mass of cementitious material. 2.3 CURING MATERIALS A. Water: Potable. B. Evaporation Retarder: Waterborne, monomolecular film forming; manufactured for application to fresh concrete. C. White Waterborne Membrane -Forming Curing Compound: ASTM C 309, Type 2, Class B. 2.4 RELATED MATERIALS A.. Acceptable Manufacturer: L.M. SCOFIELD COMPANY, Douglasville, Georgia (800) 800-9900. Local Contact: Central Division Office (630) 752-9424. B. Materials: Colored Admixture for Integrally Colored Concrete: CHROMIX P® Admixture and CHROMIX LV; L.M. SCOFIELD COMPANY. a. Admixture shall be a colored, water -reducing, admixture containing no calcium chloride with coloring agents that are lime proof and UV resistant. b. Colored admixture shall conform to the requirements of ACI 303.1, ASTM C979, ASTM C494, and AASHTO M194. 2. Curing and Sealing Compound: Cureseaf," Semi Gloss; L.M. SCOFIELD COMPANY. Curing and sealing compound shall comply with ASTM C309 and be of same manufacturer as colored admixture, for use with integrally colored concrete. 3. Water -based Reactive Stains: LITHOCHROMEm Tinturg" Stain; L.M. SCOFIELD COMPANY, a ready -to -use, penetrating, reactive staining product that chemically combines with cured concrete or cementitious toppings to produce translucent color effects. a. Colors: As indicated on the L.M. Scofield Color Chart(s). C. Pavement Joint Sealants: Refer Section 02764. CEMENT CONCRETE PAVEMENT 02751 - 4 Gardens on Spring Creek - Children's Garden 4/05 2.5 COLORS AND PATTERNS A. Concrete Colors: I. Cement: Color shall be gray. 2. Sand: Color shall be locally available natural sand. 3. Aggregate: Concrete producer's standard aggregate complying with specifications. 4. Colors and finishes as indicated on drawings. a. Color and Finish A. I) Plain grey concrete. 2) Stain Color to match Pantone Color #S-4000, 3 applications of stain. 3) Medium broom finish, perpendicular to plaza layout points & perpendicular to direction of traffic. b. Color and Finish B. 1) Plain grey concrete. 2) Stain Color to match Pantone Color #5-3010, 3 applications of stain. 3) Medium broom finish, perpendicular to direction of traffic. C. Color and Finish C. 1) Plain grey concrete. 2) Stain Color to match Pantone Color #S-X300, 3 applications of stain. 3) Medium broom finish, perpendicular to direction of traffic. d. Color and Finish D. 1) Plain grey concrete. 2) Stain Color to match Pantone Color #5-0010, 3 applications of stain. 3) Medium broom finish, perpendicular to direction of traffic. e. Color and Finish E. 1) Plain grey concrete. 2) Stain Color to match Pantone Color #S-X715, 3 applications of stain. 3) Medium broom finish, perpendicular to plaza layout points. f. Color and Finish F. 1) Integral Color C-21 Adobe Tan 2) Exposed Aggregate Finish g. Color and Finish G. 1) Integral Color C-21 Adobe Tan 2) Float finish. 2.6 CONCRETE MIXTURES A. Prepare design mixtures, proportioned according to ACI 301, for each type and strength of normal -weight concrete determined by either laboratory trial mixes or field experience. Use a qualified independent testing agency for preparing and reporting proposed concrete mixture designs for the trial batch method. B. Proportion mixtures to provide normal -weight concrete with the following properties: CEMENT CONCRETE PAVEMENT 02751 - 5 11. List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. 12. List your major equipment available for this contract. 13. Experience in construction Work similar in importance to this project: 14. Background and experience of the principal members of your organization, including officers: 15. Credit available: $ 16. Bank reference: 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? "M 19 Are you licensed as a General CONTRACTOR? If yes, in what city, county and state? class, license and numbers? Do you anticipate subcontracting Work under Contract? If yes, what percent of total contract? and to whom? 20. Are any lawsuits pending against you or your firm at this time? IF yes, DETAIL 7/96 Section 00420 Page 2 What this Gardens on Spring Creek - Children's Garden 4/05 1. Compressive Strength (28 Days): 4000 psi. 2. Maximum Water-Cementitious Materials Ratio at Point of Placement: 0.45. 3. Slump Limit: 4 inches. C. Add air -entraining admixture at manufacturer's prescribed rate to result in normal -weight concrete at point of placement having an air content as follows: 1. Air Content: 5-1/2 percent plus or minus 1.5 percent for 1-1/2-inch nominal maximum aggregate size. 2. Air Content: 6 percent plus or minus 1.5 percent for 1-inch nominal maximum aggregate size. 3. Air Content: 6 percent plus or minus 1.5 percent for 3/4-inch nominal maximum aggregate size D. Limit water-soluble, chloride -ion content in hardened concrete to 0.15 percent by weight of cement. E. Cementitious Materials: Limit percentage, by weight, of cementitious materials other than portland cement according to ACI 301 requirements. F. Slump of concrete shall be consistent throughout Project at 4-inches or less. At no time shall slump exceed 5-inches. If super plasticizers are allowed, slump shall not exceed 8-inches. G. Do not add calcium chloride to mix as it causes mottling and surface discoloration. H. Add colored admixture to the mix according to manufacturer's written instructions in premeasured bags, not by weight of cement content. 2.7 CONCRETE MIXING A. Ready -Mixed Concrete: Measure, batch, and mix concrete materials and concrete according to ASTM C 94/C 94M. Furnish batch certificates for each batch discharged and used in the Work. When air temperature is between 85 deg F and 90 deg F, reduce mixing and delivery time from 1- 1/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes. PART 3 - EXECUTION 3.1 INSTALLATION A. Coordinate sleeve locations as shown on Landscape Irrigation Plans B. Surfaces shall be finished uniformly with the following finish: 1. Broomed: Pull broom across freshly troweled concrete to produce medium texture in straight lines perpendicular to main line of traffic. Do not dampen brooms. 2. Float Finish: Begin the second floating operation when bleed -water sheen has disappeared and concrete surface has stiffened sufficiently to permit operations. Float surface with power -driven floats, or by hand floating if area is small or inaccessible to power units. Finish surfaces to true planes. Cut down high spots and fill low spots. Refloat surface immediately to uniform granular texture. CEMENT CONCRETE PAVEMENT 02751 -6 Gardens on Spring Creek - Children's Garden 3.2 EXAMINATION 4/05 A. Examine exposed subgrades and subbase surfaces for compliance with requirements for dimensional, grading, and elevation tolerances. B. Proceed with concrete pavement operations only after nonconforming conditions have been corrected and subgrade is ready to receive pavement. 3.3 PREPARATION A. Remove loose material from compacted subbase surface immediately before placing concrete. 3.4 EDGE FORMS AND SCREED CONSTRUCTION A. Set, brace, and secure edge forms, bulkheads, and intermediate screed guides for pavement to required lines, grades, and elevations. Install forms to allow continuous progress of work and so forms can remain in place at least 24 hours after concrete placement. B. Clean forms after each use and coat with form -release agent to ensure separation from concrete without damage. 3.5 JOINTS A. General: Form construction, isolation, and contraction joints and tool edgings true to line with faces perpendicular to surface plane of concrete. Construct transverse joints at right angles to centerline, unless otherwise indicated. When joining existing pavement, place transverse joints to align with previously placed joints, unless otherwise indicated. B. Construction Joints: Set construction joints as shown on drawings. C. Isolation Joints: Form isolation joints of preformed joint -filler strips abutting concrete curbs, catch basins, manholes, inlets, structures, walks, other fixed objects, and where indicated. 1. Locate isolation joints as indicated. 2. Extend joint fillers full width and depth of joint. 3. Terminate joint filler not less than 1/2 inch or more than l inch below finished surface if joint sealant is indicated. 4. Place top of joint filler flush with finished concrete surface if joint sealant is not indicated. 5. Furnish joint fillers in one-piece lengths. Where more than one length is required, lace or clip joint -filler sections together. 6. Protect top edge of joint filler during concrete placement with metal, plastic, or other temporary preformed cap. Remove protective cap after concrete has been placed on both sides of joint. D. Contraction Joints: Form weakened -plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of the concrete thickness, as follows: Grooved Joints: Form contraction joints after initial floating by grooving and finishing each edge of joint with grooving tool to a 1/4-inch radius. Repeat grooving of contraction joints after applying surface finishes. Eliminate groover marks on concrete surfaces. CEMENT CONCRETE PAVEMENT 02751 - 7 Gardens on Spring Creek - Children's Garden 4/05 2. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond -rimmed blades. Cut 1/8-inch-wide joints into concrete when cutting action will not tear, abrade, or otherwise damage surface and before developing random contraction cracks. E. Edging: Tool edges of pavement, gutters, curbs, and joints in concrete after initial floating with an edging tool to a 3/8-inch radius. Repeat tooling of edges after applying surface finishes. Eliminate tool marks on concrete surfaces. 3.6 CONCRETE PLACEMENT A. Inspection: Before placing concrete, inspect and complete formwork installation, steel reinforcement, and items to be embedded or cast in. Notify other trades to permit installation of their work. B. Remove snow, ice, or frost from subbase surface and reinforcement before placing concrete. Do not place concrete on frozen surfaces. C. Moisten subbase to provide -a uniform dampened condition at time concrete is placed. Do not place concrete around manholes or other structures until they are at required finish elevation and alignment. D. Comply with ACI 301 requirements for measuring, mixing, transporting, and placing concrete. E. Do not add water to concrete during delivery or at Project site. F. Do not add water to fresh concrete after testing. G. Deposit and spread concrete in a continuous operation between transverse joints. Do not push or drag concrete into place or use vibrators to move concrete into place. H. Consolidate concrete according to ACI 301 by mechanical vibrating equipment supplemented by hand spading, rodding, or tamping. Consolidate concrete along face of forms and adjacent to transverse joints with an internal vibrator. Keep vibrator away from joint assemblies, reinforcement, or side forms. Use only square -faced shovels for hand spreading and consolidation. Consolidate with care to prevent dislocating reinforcement, dowels, and joint devices. I. Screed pavement surfaces with a straightedge and strike off. J. Commence initial floating using bull floats or darbies to impart an open textured and uniform surface plane before excess moisture or bleed water appears on the surface. Do not further disturb concrete surfaces before beginning finishing operations or spreading surface treatments. K. Cold -Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. 1. When air temperature has fallen to or is expected to fall below 40 deg F, uniformly heat water and aggregates before mixing to obtain a concrete mixture temperature of not less than 50 deg F and not more than 80 deg F at point of placement. 2. Do not use frozen materials or materials containing ice or snow. 3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mix designs. L. Hot -Weather Placement: Comply with ACI 301 and as follows when hot -weather conditions exist: CEMENT CONCRETE PAVEMENT 02751 - 8 Gardens on Spring Creek - Children's Garden 4/05 1, Cool ingredients before mixing to maintain concrete temperature below 90 deg F at time of placement. Chilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 2. Cover steel reinforcement with water -soaked burlap so steel temperature will not exceed ambient air temperature immediately before embedding in concrete. 3. Fog -spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade moisture uniform without standing water, soft spots, or dry areas. 3.7 SURFACE FINISHING A. General: Do not add water to concrete surfaces during finishing operations B. Newly placed concrete shall be sufficiently cured to allow concrete to become reactive, minimum 14 days. C. Do not use liquid curing materials. Cure concrete flatwork with new, unwrinkled, non -staining, high quality curing paper. Do not overlap curing paper. D. Surfaces shall be cured using the same method and different sections (pours) chemically stained when the concrete is the same age. E. Immediately prior to chemically staining, thoroughly clean the concrete. Sweep surfaces, pressure wash or scrub using a rotary floor machine. Use suitable, high -quality commercial detergents to facilitate cleaning. Rinse surfaces after cleaning until rinse water is completely clean. Allow concrete to dry completely prior to application of stain. F. Some concrete may require abrading to open the surface and make it sufficiently penetrable. In these instances the concrete surface must be sanded using an 60 mesh -sanding screen. After sanding, all residue must be removed by power vacuuming. The surface should then be pressure washed or scrubbed using a rotary floor machine. G. For preparation, the sandblaster should be capable of producing a light, uniform sandblast and be equipped with a dust collector. H. For preparation, the pressure washer should be equipped with a fan tip and have a minimum pressure capability of 4000 psi (14 MPa). Hot water capability may facilitate cleaning of existing concrete. 3.8 APPLICATION OF CHEMICAL STAIN A. Concrete surfaces shall be dry and properly prepared as described above. Protect surrounding areas from over -spray, run-off and tracking. Divide surfaces into small work sections using wall, joint lines, or other stationary breaks as natural stopping points. B. Apply water -based reactive stains full strength (undiluted) at the coverage rate recommended by the manufacturer and use application equipment described in the manufacturer's printed technical literature. The color of the liquid chemical stain has no resemblance to the final color produced on the concrete substrate. C. Transfer water -based reactive stain to the substrate by brush or spray. CEMENT CONCRETE PAVEMENT 02751 - 9 Gardens on Spring Creek - Children's Garden 4/05 D. Reaction time depends on wind conditions, temperatures, and humidity levels. E. The second coat, if required, should be applied after the first coat has dried sufficiently and can be walked on without damage, normally 2-4 hours after application depending on temperature and humidity. 3.9 APPLICATION OF SEALER A. Concrete substrate shall be completely dry. B. Sealer shall be produced by the water -based reactive stain manufacturer. C. After the final Tintura Stain application has dried sufficiently, normally 8-24 hours at 75' F (24' C) and 50% relative humidity, remove all contaminates from the surface by dry mopping if required. D. Apply sealer according to manufacturer's written instructions at a rate of 300 to 500 square feet per gallon per coat. Two coats are required. E. Maintain a wet edge at all times. F. Allow sealer to completely dry before applying additional coats. G. Apply second coat of sealer at 900 to the direction of the first coat using the same application method and rates. H. Seal horizontal joints in areas subject to pedestrian or vehicular traffic. 3.10 CONCRETE PROTECTION AND CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. B. Protect pavement from traffic for at least 72 hours after final application of sealer C. Comply with ACI 306.1 for cold -weather protection. 3.11 CURING A. Integrally Colored Concrete: Apply curing and sealing compound for integrally colored concrete according to manufacturer's instructions using manufacturer's recommended application techniques. Apply curing and sealing compound at consistent time for each pour to maintain close color consistency. 1. Apply immediately after surface has hardened sufficiently so that application of curing and sealing compound will not mar surface. Apply uniformly over entire surface at coverage rate recommended by manufacturer and meeting or exceeding the moisture retention requirements of ASTM C309. 2. As soon as possible after antiquing release has been removed and after moisture content of concrete is low enough that alkali and other salts do not become trapped beneath sealer, normally a minimum of 14 to 28 days after placement, apply 2 coats of specified curing and sealing compound according to manufacturer's written instructions. 3. There should be no free water on surface at time of application. 4. Curing compound shall be same color as the colored concrete and supplied by same manufacturer of the colored admixture. CEMENT CONCRETE PAVEMENT 02751 - 10 Gardens on Spring Creek - Children's Garden 4/05 5. Precautions shall be taken in hot weather to prevent plastic cracking resulting from excessively rapid drying at surface as described in CIP 5 Plastic Shrinkage Cracking published by the National Ready Mixed Concrete Association. 6. Do not cover concrete with plastic sheeting. B. Chemically Stained Concrete: Apply curing paper for chemically stained concrete according to manufacturer's instructions using manufacturer's recommended application techniques. 3.12 PAVEMENT TOLERANCES A. Comply with tolerances of ACI 117 and as follows: 1. Elevation: 1/8 inch. 2. Thickness: Plus 3/8 inch, minus 1/4 inch. 3. Surface: Gap below 10-foot- long, unleveled straightedge not to exceed 1/8 inch. 4. Contraction Joint Depth: Plus 1/4 inch, no minus. 5. Joint Width: Plus 1/8 inch, no minus. 6. Minor variations in appearance of colored concrete, which are similar to natural variations in color and appearance of uncolored concrete, are acceptable. 3.13 FIELD QUALITY CONTROL A. Testing Agency: Engage a qualified independent testing and inspecting agency to perform field tests and inspections and prepare test reports. B. Testing Services: Testing of composite samples of fresh concrete obtained according to ASTM C 172 shall be performed according to the following requirements: Testing Frequency: Obtain at least 1 composite sample for each 100 cu. yd. or fraction thereof of each concrete mix placed each day. a. When frequency of testing will provide fewer than five compressive -strength tests for each concrete mixture, testing shall be conducted from at least five randomly selected batches or from each batch if fewer than five are used. 2. Slump: ASTM C 143/C 143M; one test at point of placement for each composite sample, but not less than one test for each day's pour of each concrete mix. Perform additional tests when concrete consistency appears to change. 3. Air Content: ASTM C 231, pressure method; one test for each composite sample, but not less than one test for each day's pour of each concrete mix. 4. Concrete Temperature: ASTM C 1064; one test hourly when air temperature is 40 deg F and below and when 80 deg F and above, and one test for each composite sample. 5. Compression Test Specimens: ASTM C 31/C 31M; cast and laboratory cure one set of three standard cylinder specimens for each composite sample. 6. Compressive -Strength Tests: ASTM C 39/C 39M; test 1 specimen at 7 days and 2 specimens at 28 days. a. A compressive -strength test shall be the average compressive strength from 2 specimens obtained from same composite sample and tested at 28 days. CEMENT CONCRETE PAVEMENT 02751 - 11 Gardens on Spring Creek - Children's Garden 4/05 C. Strength of each concrete mix will be satisfactory if average of any 3 consecutive compressive -strength tests equals or exceeds specified compressive strength and no compressive -strength test value falls below specified compressive strength by more than 500 psi. D. Test results shall be reported in writing to Owner's Representative, concrete manufacturer, and Contractor within 48 hours of testing. Reports of compressive -strength tests shall contain Project identification name and number, date of concrete placement, name of concrete testing and inspecting agency, location of concrete batch in Work, design compressive strength at 28 days, concrete mixture proportions and materials, compressive breaking strength, and type of break for both 7- and 28-day tests. E. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted by Owner's Representative but will not be used as sole basis for approval or rejection of concrete. F. Additional Tests: Testing and inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as directed by Owner's Representative. G. Remove and replace concrete pavement where test results indicate that it does not comply with specified requirements. H. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. 3.14 REPAIRS AND PROTECTION A. Remove and replace concrete pavement that is broken, damaged, or defective or that does not comply with requirements in this Section. B. Drill test cores, where directed by Owner's Representative, when necessary to determine magnitude of cracks or defective areas. Fill drilled core holes in satisfactory pavement areas with portland cement concrete bonded to pavement with epoxy adhesive. C. Protect concrete from damage. Exclude traffic from pavement for at least 14 days after placement. When construction traffic is permitted, maintain pavement as clean as possible by removing surface stains and spillage of materials as they occur. D. Maintain concrete pavement free of stains, discoloration, dirt, and other foreign material. Sweep concrete pavement not more than two days before date scheduled for Substantial Completion inspections. END OF SECTION 02751 CEMENT CONCRETE PAVEMENT 02751 - 12 Gardens on Spring Creek - Children's Garden SECTION 02764 - PAVEMENT JOINT SEALANTS PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: Isolation joints within cement concrete pavement. 1.2 SUBMITTALS A. Product Data: For each joint -sealant product indicated. 4/05 B. Samples for Verification: For each type and color of joint sealant required. Install joint -sealant samples in 1/2-inch-wide joints formed between two 6-inch-long strips of material matching the appearance of exposed surfaces adjacent to joint sealants. 1.3 QUALITY ASSURANCE A. Source Limitations: Obtain each type of joint sealant through one source from a single manufacturer. 1.4 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to Project site in original unopened containers or bundles with labels indicating manufacturer, product name and designation, color, expiration date, pot life, curing time, and mixing instructions for multicomponent materials. B. Store and handle materials to comply with manufacturer's written instructions to prevent their deterioration or damage due to moisture, high or low temperatures, contaminants, or other causes. 1.5 PROJECT CONDITIONS A. Do not proceed with installation of joint sealants under the following conditions: 1. When ambient and substrate temperature conditions are outside limits permitted by joint -sealant manufacturer. 2. When ambient and substrate temperature conditions are outside limits permitted by joint -sealant manufacturer. 3. When joint substrates are wet or covered with frost. 4. Where joint widths are less than those allowed by joint -sealant manufacturer for applications indicated. 5. Where contaminants capable of interfering with adhesion have not yet been removed from joint substrates. PAVEMENT JOINT SEALANTS 02764 - 1 Gardens on Spring Creek - Children's Garden PART2-PRODUCTS 2.1 MANUFACTURERS 4/05 A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products listed in other Part 2 articles. 2.2 MATERIALS, GENERAL A. Compatibility: Provide joint sealants, backing materials, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint -sealant manufacturer based on testing and field experience. B. Colors of Exposed Joint Sealants: As selected by Owner from manufacturer's full range to match adjacent paving. 2.3 JOINT SEALANTS A. Joint sealer shall be Sikaflex 2c-SL Elastic Sealant/Adhesive for horizontal joints and Sikaflex 2c-NS Elastic Sealant/Adhesive for other joints, as manufactured by the Sika Corporation or other material as noted on the Drawings or acceptable to the Architect. Sikagard 62 by the Sika Corporation shall be used as a primer in water -retaining applications and where necessary for bond in other applications. Add color as required to match adjacent surfaces where exposed to view. B. Non -Shrink Grout: Non -shrink grout shall be Masterflow 713 by Masterbuilders, SikaGrout 212 by Sika Corporation, Multi -Purpose Construction Grout by Symons Corporation or equivalent acceptable to the Architect. Grouts with iron filings are not acceptable. The grout shall be compatible with the surface to be bonded. Use in accordance with manufacturer's instructions. 2.4 JOINT -SEALANT BACKER MATERIALS A. General: Provide joint -sealant backer materials that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by joint -sealant manufacturer based on field experience and laboratory testing. B. Round Backer Rods for Cold -Applied Sealants: ASTM D 5249, Type 3, of diameter and density required to control sealant depth and prevent bottom -side adhesion of sealant. 2.5 PRIMERS A. Primers: Product recommended by joint -sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint -sealant -substrate tests and field tests. PAVEMENT JOINT SEALANTS 02764 - 2 Gardens on Spring Creek - Children's Garden PART 3 - EXECUTION 3.1 EXAMINATION 4/05 A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint -sealant performance. I. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint -sealant manufacturer's written instructions. B. Joint Priming: Prime joint substrates where indicated or where recommended in writing by joint -sealant manufacturer, based on preconstruction joint -sealant -substrate tests or prior experience. Apply primer to comply with joint -sealant manufacturer's written instructions. Confine primers to areas of joint -sealant bond; do not allow spillage or migration onto adjoining surfaces. 3.3 INSTALLATION OF JOINT SEALANTS A. General: Comply with joint -sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply. B. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. C. Install backer materials of type indicated to support sealants during application and at position required to produce cross -sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of backer materials. 2. Do not stretch, twist, puncture, or tear backer materials. 3. Remove absorbent backer materials that have become wet before sealant application and replace them with dry materials. D. Install sealants using proven techniques that comply with the following and at the same time backings are installed: 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses provided for each joint configuration. 3. Produce uniform, cross -sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. E. Provide joint configuration to comply with joint -sealant manufacturer's written instructions, unless otherwise indicated. F. Provide recessed joint configuration for silicone sealants of recess depth and at locations indicated. PAVEMENT JOINT SEALANTS 02764 - 3 21. What are the limits of your public liability? DETAIL What company? 22. What are your company's bonding limitations? 23. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. Dated at this day of , 20 Name of Bidder By: Title: State of County of being duly sworn deposes and says that he is of and that (name of organization) the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this day of 20 Notary Public My commission expires 7/96 Section 00420 Page 3 Gardens on Spring Creek - Children's Garden 3.4 CLEANING 4/05 A. Clean off excess sealants or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved by manufacturers of joint sealants and of products in which joints occur. 3.5 PROTECTION A. Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately and replace with joint sealant so installations with repaired areas are indistinguishable from the original work. END OF SECTION 02764 PAVEMENT JOINT SEALANTS 02764 - 4 Gardens on Spring Creek - Children's Garden 4/05 SECTION 02781 - POROUS UNIT PAVING PART1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Porous paving consisting of concrete pavers set in aggregate setting beds. B. Related Sections include the following: 1. Division 2 Section "Earthwork" for excavation and compacted subgrade. 1.3 SUBMITTALS A. Samples for Verification: 1. Full-size units of each type of unit paver indicated. 2. Aggregate fill. 1.4 QUALITY ASSURANCE A. Source Limitations: Obtain each type of porous paver from one source that has resources to provide materials and products of consistent quality in appearance and physical properties. B. Mockups: Build mockups to verify selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. 1. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. 1.5 DELIVERY, STORAGE, AND HANDLING A. Store pavers on elevated platforms in a dry location. If units are not stored in an enclosed location, cover tops and sides of stacks with waterproof sheeting, securely tied. B. Store aggregates where grading and other required characteristics can be maintained and contamination can be avoided. POROUS UNIT PAVING 02781 - 1 Gardens on Spring Creek - Children's Garden PART2-PRODUCTS 2.1 CONCRETE UNIT PAVERS 4105 A. UNI Eco-Stone Concrete Pavers available from: Robinson Block Co, 840 Diamond Valley Drive, Windsor, CO 80550, phone 970-686-6477 1. Thickness: 3-1/8 inches. 2. Face Size and Shape: 5'/2" x 911 . 3. Color: Pewter, Antique Terracotta, River Red, 3 Tone Brown, Gray 2.2 AGGREGATE SETTING -BED MATERIALS A. Graded Aggregate for Base Course: Sound crushed stone or gravel complying with ASTM D 448 for Size No. 8 . B. Sand for Leveling Course: Sound, sharp, washed, natural sand complying with gradation requirements in ASTM C 33 for fine aggregate. C. Graded Aggregate for Porous Paver Fill: Sound crushed stone or gravel complying with ASTM D 448 for Size No. 8. 2.3 EDGE RESTRAINT A. Edge Restraint: Provide Trex recycled plastic edge restraint in locations shown on plans. PART 3-EXECUTION 3.1 PREPARATION A. Proof -roll prepared subgrade according to requirements in Division 2 Section "Earthwork" to identify soft pockets and areas of excess yielding. Proceed with porous paver installation only after deficient subgrades have been corrected and are ready to receive base course for porous paving. 3.2 INSTALLATION, GENERAL A. Do not use unit pavers with chips, cracks, voids, discolorations, and other defects that might be structurally unsound or visible in finished work. B. Cut unit pavers with motor -driven masonry saw equipment or a block splitter 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. C. Tolerances: 1. Variation in Plane between Adjacent Units (Lipping): Do not exceed 1/16-inch unit -to -unit offset from flush. 2. Variation from Level or Indicated Slope: Do not exceed 1/8 inch in 24 inches and 1/4 inch in 10 feet or a maximum of 1/2 inch. POROUS UNIT PAVING 02781 -2 Gardens on Spring Creek - Children's Garden 4/05 D. Provide Trex recycled plastic edge restraints as shown on plan. 3.3 SETTING -BED INSTALLATION A. Compact soil subgrade uniformly to at least 95percent of ASTM D 698 laboratory density. B. Proof -roll prepared subgrade to identify soft pockets and areas of excess yielding. Excavate soft spots, unsatisfactory soils, and areas of excessive pumping or rutting, as determined by Architect, and replace with compacted backfill or fill as directed. C. Place separation geotextile over prepared subgrade, overlapping ends and edges at least 12 inches . D. Place aggregate base, compact to 100 percent of ASTM D 1557 maximum laboratory density, and screed to depth indicated. E. Place drainage geotextile over compacted base course, overlapping ends and edges at least 12 inches . F. Place leveling course and screed to a thickness of 1 to 1-1/2 inches, taking care that moisture content remains constant and density is loose and constant until pavers are set and compacted. 3.4 PAVER INSTALLATION A. Set unit pavers on leveling course, being careful not to disturb leveling base. If pavers have lugs or spacer bars to control spacing, place pavers hand tight against lugs or spacer bars. If pavers do not have lugs or spacer bars, place pavers with a 1/16-inch- minimum and 1/8-inch- maximum joint width. Use string lines to keep straight lines. Fill gaps between units that exceed 3/8 inch with pieces cut to fit from full-size pavers. When installation is performed with mechanical equipment, use only unit pavers with lugs or spacer bars on sides of each unit. B. Compact pavers into leveling course with a low -amplitude plate vibrator capable of a 3500- to 5000-lbf compaction force at 80 to 90 Hz. Use vibrator with neoprene mat on face of plate or other means as needed to prevent cracking and chipping of pavers. Perform at least three passes across paving with vibrator. 1. Compact pavers when there is sufficient surface to accommodate operation of vibrator, leaving at least 36 inches of uncompacted pavers adjacent to temporary edges. 2. Before ending each day's work, compact installed concrete pavers except for 36-inch width of uncompacted pavers adjacent to temporary edges (laying faces). 3. As work progresses to perimeter of installation, compact installed pavers that are adjacent to permanent edges unless they are within 36 inches of laying face. 4. Before ending each day's work and when rain interrupts work, cover pavers that have not been compacted and leveling course on which pavers have not been placed with nonstaining plastic sheets to protect them from rain. C. Place graded aggregate fill immediately after vibrating pavers into leveling course. Spread and screed aggregate fill level with tops of pavers. 1. Before ending each day's work, place aggregate fill in installed porous paving except for 42-inch width of unfilled paving adjacent to temporary edges (laying faces). 2. As work progresses to perimeter of installation, place aggregate fill in installed paving that is adjacent to permanent edges unless it is within 42 inches of laying face. POROUS UNIT PAVING 02781 - 3 Gardens on Spring Creek - Children's Garden 4/05 3. Before ending each day's work and when rain interrupts work, cover paving that has not been filled with nonstaining plastic sheets to protect it from rain. D. Remove and replace pavers that are loose, chipped, broken, stained, or otherwise damaged or that do not match adjoining units. Provide new units to match adjoining units and install in same manner as original units, with same joint treatment and with no evidence of replacement. END OF SECTION 02781 POROUS UNIT PAVING 02781 - 4 Gardens on Spring Creek - Children's Garden 4/05 SECTION 02810 - IRRIGATION PART 1-GENERAL 1.1 SCOPE Furnish all labor, materials, supplies, equipment, tools, and transportation, and perform all operations in connection with and reasonably incidental to the complete installation of the irrigation system, and guarantee/warranty as shown on the drawings, the installation details, and as specified herein. Items of work specifically included are: A. Procurement of all applicable licenses, permits, and fees. B. Coordination of Utility Locates ("Call Before You Dig"). C. Connection to municipal potable water service downstream of water meter within Horticulture Center building. D. Connection to non -potable irrigation pump station. E. Connection of electrical power supply to the irrigation control system. F. Maintenance period. G. Sleeving for irrigation pipe and wire. 1.2 WORK NOT INCLUDED Items of work specifically excluded or covered under other sections are: A. Excavation, installation, and backfill of tap into municipal water line. B. Excavation, installation, and backfill of water meter and vault. C. Installation of pumping plant for irrigation system. 1.3 RELATED WORK A. Division 1-General Requirements: B. Division 2-Site Work: 1. Section 02920 — Lawns and Grasses. 2. Section 02930 — Exterior Plants. 3. Section 13475 — Fountain Mechanical & Electrical 1.4 SUBMITTALS A. Deliver four (4) copies of all submittals to the Owner's Representative within 10 working days from the date of Notice to Proceed. Provide information in a 3-ring binder with table of contents and index sheet. Provide IRRIGATION 02810 - 1 Gardens on Spring Creek - Children's Garden 4/05 sections that are indexed for different components and labeled with the specification section number and the name of the component. Submittals must be made for all the components on the material list. Indicate which items are being supplied on the catalog cut sheets when multiple items are shown on one sheet. Submittal package must be complete prior to being reviewed by the Owner's Representative. Incomplete submittals will be returned without review. B. Materials List: Include sleeving, pipe, fittings, mainline components, sprinkler and bubbler components, drip irrigation components, control system components, shop drawings and all other components shown on the drawings and installation details or described herein. Components such as pipe sealant, wire, wire connectors, ID tags, etc. must be included. Quantities of materials need not be included. C. Manufacturers' Data: Submit manufacturers' catalog cuts, specifications, and operating instructions for equipment shown on the materials list. D. Shop Drawings: Submit shop drawings called for in the installation details. Show products required for proper installation, their relative locations, and critical dimensions. Note modifications to the installation detail. 1.5 RULES AND REGULATIONS A. Work and materials shall be in accordance with the latest edition of the National Electric Code, the Uniform Plumbing Code as published by the Western Plumbing Officials Association, and applicable laws and regulations of the governing authorities. B. When the contract documents call for materials or construction of a better quality or larger size than required by the above -mentioned rules and regulations, provide the quality and size required by the contract documents. C. If quantities are provided either in these specifications or on the drawings, these quantities are provided for information only. It is the Contractor's responsibility to determine the actual quantities of all material, equipment, and supplies required by the project and to complete an independent estimate of quantities and wastage. 1.6 TESTING A. Notify the Owner's Representative three days in advance of testing. B. Pipelines jointed with rubber gaskets or threaded connections may be subjected to a pressure test at any time after partial completion of backfill. Pipelines jointed with solvent -welded PVC joints shall be allowed to cure at least 24 hours before testing. C. Subsections of mainline pipe may be tested independently, subject to the review of the Owner's Representative. D. Furnish clean, clear water, pumps, labor, fittings, and equipment necessary to conduct tests or retests. E. Hydrostatic Pressure Test Pipe: 1. Close tightly isolation gate valves on mainline for tests. Backfill to prevent pipe from moving under pressure. 2. Test each section of pipe between isolation gates valves on the mainline pipe separately. 3. Purge all air from the pipeline before test. Attach pressure gauge to pipeline in test section. 4. Subject mainline pipe to the anticipated operating pressure of 100 PSI for two hours. Observe pressure loss on pressure gauge. If pressure loss is greater than 2 PSI, identify reason for pressure loss. Replace IRRIGATION 02810 - 2 Gardens on Spring Creek - Children's Garden 4/05 defective pipe, fitting, joint, valve, or appurtenance. Repeat the test until the pressure loss is equal to or less than 2 PSI. 5. Cement or caulking to seal leaks is prohibited. 6. If Hydrostatic Pressure Test can not be passed for sections of mainline pipe with gasketed pipe, test pipe using Volumetric Leakage Test as prescribed by gasketed pipe manufacturer. F. Operational Test: 1. Activate each remote control valve in sequence from controller. The Owner's Representative will visually observe operation, water application patterns, and leakage. 2. Replace defective remote control valve, solenoid, wiring, or appurtenance to correct operational deficiencies. 3. Replace, adjust, or move water emission devices to correct operational or coverage deficiencies. 4. Replace defective pipe, fitting, joint, valve, sprinkler, or appurtenance to correct leakage problems. Cement or caulking to seal leaks is prohibited. 5. Repeat test(s) until each lateral passes all tests. Repeat tests, replace components, and correct deficiencies at no additional cost to the Owner. G. Control System Grounding: 1. Test for proper grounding of control system per manufacturer's recommendations. Test results must meet or exceed manufacturer's guidelines for acceptance. 2. Replace defective wire, grounding rod, or appurtenances. Repeat the test until the manufacturer's guidelines are met. 1.7 CONSTRUCTION REVIEW The purpose of on -site reviews by the Owner's Representative is to periodically observe the work in progress, the Contractor's interpretation of the construction documents, and to address questions with regard to the installation. A. Scheduled reviews such as those for irrigation system layout or testing must be scheduled with the Owner's Representative as required by these specifications. B. Impromptu reviews may occur at any time during the project. C. A review will occur at the completion of the irrigation system installation and Project Record (As -Built) Drawing submittal. 1.8 GUARANTEE/WARRANTY AND REPLACEMENT The purpose of this guarantee/warranty is to insure that the Owner receives irrigation materials of prime quality, installed and maintained in a thorough and careful manner. A. For a period of one year from commencement of the formal maintenance period, guarantee/warranty irrigation materials, equipment, and workmanship against defects. Fill and repair depressions. Restore landscape or structural features damaged by the settlement of irrigation trenches or excavations. Repair damage to the premises caused by a defective item. Make repairs within seven days of notification from the Owner's Representative. B. Contract documents govern replacements identically as with new work. Make replacements at no additional cost to the contract price. IRRIGATION 02810 - 3 Gardens on Spring Creek - Children's Garden 4/05 C. Guarantee/warranty applies to originally installed materials and equipment and replacements made during the guarantee/warranty period. PART 2 - MATERIALS 2.1 QUALITY A. Use materials which are new and without flaws or defects of any type, and which are the best of their class and kind. 2.2 SUBSTITUTIONS A. Alternative equipment must be approved by the Owner's Representative prior to bidding. The Contractor is responsible for making any changes to the design to accommodate alternative equipment. B. Pipe sizes referenced in the construction documents are minimum sizes, and may be increased at the option of the Contractor. 2.3 SLEEVING A. Install separate sleeve beneath paved areas to route each run of irrigation pipe or wiring bundle. B. Sleeving material beneath pedestrian pavements shall be PVC Class 200 pipe with solvent welded joints. C. Sleeving beneath drives and streets shall be PVC Class 200 pipe with solvent welded joints. D. Sleeving diameter: equal to twice that of the pipe or wiring bundle. 2.4 PIPE AND FITTINGS A. Mainline Pipe and Fittings: 1. Use rigid, unplasticized polyvinyl chloride (PVC) 1120, 1220 National Sanitation Foundation (NSF) approved pipe, extruded from material meeting the requirements of Cell Classification 12454-A or 12454- B, ASTM Standard D1784, with an integral belled end. 2. Use Class 200, SDR-21, rated at 200 PSI, conforming to the dimensions and tolerances established by ASTM Standard D2241. Use PVC pipe rated at higher pressures than Class 200 in the case of small nominal diameters which are not manufactured in Class 200. 3. Use rubber-gasketed pipe equipped with factory installed reinforced gaskets for mainline pipe with a nominal diameter greater than or equal to 3-inches. Gasketed pipe joints must conform to the "Laboratory Qualifying Tests" section of ASTM D3139. Gasket material must conform to ASTM F477. Use rubber- gasketed deep bell ductile iron fittings conforming to ASTM A-536 and ASTM F-477. Use lubricant approved by the pipe manufacturer. 4. Use solvent weld pipe for mainline pipe with a nominal diameter less than 3-inches or where a pipe connection occurs in a sleeve. Use Schedule 40, Type 1, PVC solvent weld fittings conforming to ASTM Standards D2466 and D1784. Use primer approved by the pipe manufacturer. Solvent cement to conform to ASTM Standard D2564. IRRIGATION 02810 - 4 Gardens on Spring Creek - Children's Garden B. Lateral Pipe and Fittings: 4/05 1. Use rigid, unplasticized polyvinyl chloride (PVC) 1120, 1220 National Sanitation Foundation (NSF) approved pipe, extruded from material meeting the requirements of Cell Classification 12454-A or 12454- B, ASTM Standard D1784, with an integral belled end suitable for solvent welding. 2. Use Class 160, SDR-26, rated at 160 PSI, conforming to the dimensions and tolerances established by ASTM Standard D2241. 3. Use solvent weld pipe for lateral pipe. Use Schedule 40, Type 1, PVC solvent weld fittings conforming to ASTM Standards D2466 and D1784 for PVC pipe. Use primer approved by the pipe manufacturer. Solvent cement to conform to ASTM Standard D2564, of a type approved by the pipe manufacturer. 4. For drip irrigation laterals downstream of zone control valves, use UV radiation resistant polyethylene pipe manufactured from Prime Union Carbide G-resin 7510 Natural 7 manufactured by Union Carbide or a Union Carbide Licensee with a minimum of 2% carbon black. Use PVC/compression line fittings compatible with the drip lateral pipe. Use tubing stakes or landscape fabric staples to hold above -ground pipe in place. C. Specialized Pipe and Fittings: 1. Copper pipe: Use Type "K" rigid conforming to ASTM Standard B88. Use wrought copper or cast bronze fittings, soldered or threaded per the installation details. Use a 95% tin and 5% antimony solder. 2. Use a dielectric union wherever a copper -based metal (copper, brass, bronze) is joined to an iron -based metal (iron, galvanized steel, stainless steel). 3. Ductile iron pipe: Use Class 50 conforming to ANSI A21.51 (AWWA C151). Use a minimum of Class 53 thickness pipe for flanged piping. 4. Use mechanical joints conforming to ANSI A 21.10 (AWWA Cl 10) and ANSI A21.11(AWWA Cl 11) or flanged fittings conforming to ANSI/AWWA C110 and ANSI B16.1 (125#). 5. Low Density Polyethylene Hose: a. Use pipe specifically intended for use as a flexible swing joint. Inside diameter: 0.490+0.010 inch. Wall thickness: 0.100+0.010 inch. Color: Black. b. Use spiral barb fittings supplied by the same manufacturer as the hose. 6. Assemblies calling for flanged connections shall utilize stainless steel studs and nuts and rubber gaskets. 7. Assemblies calling for threaded pipe connections shall utilize PVC Schedule 80 nipples and PVC Schedule 40 threaded fittings. 8. Joint sealant: Use nonhardening, nontoxic pipe thread sealant formulated for use on threaded connections and approved by the pipe fitting manufacturer. 9. Pipe marking tape: Marking tape shall be model TA-DT-Y-G-I as manufactured by T. Christy Enterprises. D. Thrust Blocks: 1. Use thrust blocks for fittings on pipe greater than or equal to 3-inch diameter or any diameter rubber gasketed pipe. 2. Use 3,000 PSI concrete. 3. Use 2 mil plastic, 4. Use No. 4 Rebar wrapped or painted with asphalt tar based mastic coating. IRRIGATION 02810 - 5 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 200 of the contract. ITEM SUBCONTRACTOR 7/96 Section 00430 Page 1 Gardens on Spring Creek - Children's Garden E. Joint Restraint Harness: 4/05 1. Use a joint restraint harness wherever joints are not positively restrained by flanged fittings, threaded fittings, and/or thrust blocks. 2. Use a joint restraint harness with transition fittings between metal and PVC pipe, where weak trench banks do not allow the use of thrust blocks, or where extra support is required to retain a fitting or joint. 3. Use bolts, nuts, retaining clamps, all -thread, or other joint restraint harness materials which are zinc plated or galvanized. 4. Use on pipe greater than or equal to 3-inch diameter or any diameter rubber gasketed pipe. 2.5 MAINLINE COMPONENTS A. Isolation Gate Valve Assembly: as presented in the installation details. Install a separate valve box over a 3-inch depth of 3/4-inch gravel for each assembly. B. Quick Coupling Valve Assembly: double swing joint arrangement as presented in the installation details. C. Manual Drain Valve Assembly: as presented in the installation details. Install a separate sump consisting of three cubic feet of 3/4-inch gravel for each drain valve. 2.6 SPRINKLER IRRIGATION COMPONENTS A. Remote Control Valve (RCV) Assembly for Sprinkler Laterals: as presented in the installation details. Use wire connectors and waterproofing sealant to join control wires to solenoid valves. Use standard Christy I.D. tags with hot -stamped black letters on a yellow background. Install a separate valve box over a 3-inch depth of 3/4- inch gravel for each assembly. B. Sprinkler Assembly: as presented in the drawings and installation details. 2.7 DRIP IRRIGATION COMPONENTS A. Remote Control Valve (RCV) Assembly for Drip Laterals: as presented in the installation details. Use wire connectors and waterproofing sealant to join control wires to solenoid valves. Use standard Christy I.D. tags with hot -stamped black letters on a yellow background. Install a separate valve box over a 3-inch depth of 3/4- inch gravel for each assembly. B. Zone Control Valve Assembly: as presented in the installation details. Install a separate box over a 3-inch depth of 3/4-inch gravel for each assembly. C. Drip Emitter Assembly: Barb -mounted, vortex and/or pressure compensating emitter device as presented in the installation details. 2. Install emitter types and quantities on the following schedule: Tree: 4 single outlet emitters each or 1 multi -outlet emitter each (with 4 outlets open) 3. Use flexible plastic distribution tubing to direct water from emitter outlet to emission point. Use distribution tubing compatible with the emitters. Length of distribution tubing shall not exceed five feet. Secure distribution tubing outlet with tubing stakes. IRRIGATION 02810 - 6 Gardens on Spring Creek - Children's Garden 4/05 4. Install an access sleeve for each multiple -outlet emitter located in a turf area. D. Flush Cap Assembly: as presented in the installation details. Locate at the end of each drip irrigation lateral pipe. Install a separate valve box over a 3-inch depth of 3/4-inch gravel for each assembly. E. Dripline Tubing: Use dripline tubing where indicated on plan. Tubing must include integral emitters. Each emitter to be pressure compensating and include a check valve feature. Install tubing as presented in the installation details. 2.8 CONTROL SYSTEM COMPONENTS A. Irrigation Controller Unit: 1. As presented in the drawings and installation details. 2. Lightning protection: Provide one 12" x 36" x 0.0625" ground plate, one 5/8"x10 foot copper clad UL listed grounding rod, 30 feet of #6 AWG bare copper grounding wire, and one CADWELD connector, and two 6-inch round valve boxes at each satellite controller group. 3. Wire markers: Prenumbered or labeled with indelible nonfading ink, made of permanent, nonfading material. 4. Switch/Outlet: Use 120 VAC, 15 amp combination switch/GFCI outlet. B. Control Wire: 1. Use American Wire Gauge (AWG) No. 14 solid copper, Type OF or PE cable, UL approved for direct underground burial from the controller unit to each remote control valve. 2. Color: Use white for common ground wire. Use easily distinguished colors forother control wires. Spare control wires shall be of a color different from that of the active control wire. Wire color shall be continuous over its entire length. 3. Splices: Use wire connector with waterproof sealant. Wire connector to be of plastic construction consisting of two (2) pieces, one piece which snap locks into the other. A copper crimp sleeve to be provided with connector. 4. Warning tape: Inert plastic film highly resistant to alkalis, acids, or other destructive chemical components likely to be encountered in soils. Three inches wide, colored yellow, and imprinted with "CAUTION: BURIED ELECTRIC LINE BELOW." C. Instrumentation: 1. As presented in the drawings and installation details. 2. Provide, install and test an rain sensor to prevent irrigation during or immediately after rainfall events. 2.9 OTHER COMPONENTS A. Tools and Spare Parts: Provide operating keys, servicing tools, test equipment, spare parts and other items indicated in the General Notes of the drawings. B. Other Materials: Provide other materials or equipment shown on the drawings or installation details which are part of the irrigation system, even though such items may not have been referenced in these specifications. IRRIGATION 02810 - 7 Gardens on Spring Creek - Children's Garden 4/05 PART 3 - EXECUTION 3.1 INSPECTIONS AND REVIEWS A. Site Inspections: 1. Verify construction site conditions and note irregularities affecting work of this section. Report irregularities to the Owner's Representative prior to beginning work. 2. Beginning work of this section implies acceptance of existing conditions. B. Utility Locates ("Call Before You Dig"): 1. Arrange for and coordinate with local authorities the location of all underground utilities. 2. Repair any underground utilities damaged during construction. Make repairs at no additional cost to the contract price. C. Irrigation System Layout Review: Irrigation system layout review will occur after the staking has been completed. Notify the Owner's Representative one week in advance of review. Modifications will be identified by the Owner's Representative at this review. 3.2 LAYOUT OF WORK A. Stake out the irrigation system. Items staked include: sprinklers, pipe, control valves, manual drains, pumping plant, controller, and isolation valves. B. Install all mainline pipe and mainline components inside of project property lines. 3.3 EXCAVATION, TRENCHING, AND BACKFILLING A. Excavate to permit the pipes to be laid at the intended elevations and to permit work space for installing connections and fittings. B. Minimum cover (distance from top of pipe or control wire to finish grade): 1. 24-inch over non -potable mainline pipe and over electrical conduit. 2. 26-inch over control wire. 3. 36-inch over potable mainline. 4. 12-inch over lateral pipe to sprinklers and over manifold pipe to drip system zone control valves. 5. 12-inch over drip lateral pipe in turf or paved areas downstream of drip system zone control valves. 6. 3-inch minimum mulch cover over drip lateral pipe in planting beds downstream of drip system zone control valves. 7. PVC UV radiation resistant lateral pipe shall be installed directly on the soil surface. C. Maintain at least 15-feet clearance from the centerline of any tree. D. Backfill only after lines have been reviewed and tested. E. Excavated material is generally satisfactory for backfill. Backfill shall be free from rubbish, vegetable matter, frozen materials, and stones larger than 2-inches in maximum dimension. Remove material not suitable for backfill. Backfill placed next to pipe shall be free of sharp objects which may damage the pipe. IRRIGATION 02810 - 8 Gardens on Spring Creek - Children's Garden 4/05 Backfill unsleeved pipe and sleeves in either of the following manners: 1. Backfill and puddle the lower half of the trench. Allow to dry 24 hours. Backfill the remainder of the trench in 6-inch layers. Compact to density of surrounding soil. 2. Backfill the trench by depositing the backfill material equally on both sides of the pipe in 6-inch layers and compacting to the density of surrounding soil. G. Enclose pipe and wiring beneath roadways, walks, curbs, etc., in sleeves. Minimum compaction of backfill for sleeves shall be 95% Standard Proctor Density, ASTM D698-78. Conduct one compaction test for each sleeved crossing less than 50 feet long. Conduct two compaction tests for each sleeved crossing greater than 50 feet long. Costs for such testing and any necessary retesting shall be home by the Contractor. Use of water for compaction around sleeves, "puddling", will not be permitted. H. Dress backfilled areas to original grade. Incorporate excess backfill into existing site grades. Where utilities conflict with irrigation trenching and pipe work, contact the Owner's Representative for trench depth adjustments. 3.4 SLEEVING AND BORING A. Install sleeving at a depth which permits the encased pipe or wiring to remain at the specified burial depth. B. Extend sleeve ends six inches beyond the edge of the paved surface. Cover pipe ends and mark with stakes. Mark concrete with a chiseled "x" at sleeve end locations. C. Bore for sleeves under obstructions which cannot be removed. Employ equipment and methods designed for horizontal boring. 3.5 ASSEMBLING PIPE AND FITTINGS A. General: 1. Keep pipe free from dirt and pipe scale. Cut pipe ends square and debur. Clean pipe ends. 2. Keep ends of assembled pipe capped. Remove caps only when necessary to continue assembly. 3. Trenches may be curved to change direction or avoid obstructions within the limits of the curvature of the pipe. Minimum radius of curvature and offset per 20 foot length of pipe by pipe size are shown in the following table. All curvature results from the bending of the pipe lengths. No deflection will be allowed at a pipe joint. IRRIGATION 02810 - 9 Gardens on Spring Creek - Children's Garden SIZE RADIUS OFFSET PER 20' LENGTH 1 '/2" 25' 74" 2" 25' 7'8" 21/2' 100' 1'-11" 3" 100' 1'-11" 4" 100' 1'-11" B. Mainline Pipe and Fittings: Use only strap -type friction wrenches for threaded plastic pipe. 4/05 2. PVC Rubber-Gasketed Pipe: a. Use pipe lubricant. Join pipe in the manner recommended by manufacturer and in accordance with accepted industry practices. b. Ductile iron fittings shall not be struck with a metallic tool. Cushion blows with a wood block or similar shock absorber. 3. PVC Solvent Weld Pipe: a. Use primer and solvent cement. Join pipe in a manner recommended by the manufacturer and in accordance with accepted industry practices. b. Cure for 30 minutes before handling and 24 hours before allowing water in pipe. C. Snake pipe from side to side within the trench. 4. Fittings: The use of cross type fittings is not permitted. C. Lateral Pipe and Fittings: Use only strap -type friction wrenches for threaded plastic pipe. 2. PVC Solvent Weld Pipe: a. Use primer and solvent cement. Join pipe in the manner recommended by the manufacturer and in accordance with accepted industry practices. b. Cure for 30 minutes before handling and 24 hours before allowing water in the pipe. C. Snake pipe from side to side within the trench. 3. UV Radiation Resistant Polyethylene Pipe: a. Join pipe in the manner recommended by manufacturer and in accordance with accepted industry practices. b. Snake pipe from side to side within the trench. Pipe is not to be compressed or crimped by construction activity. IRRIGATION 02810 - 10 Gardens on Spring Creek - Children's Garden 4. Fittings: The use of cross type fittings is not permitted. D. Specialized Pipe and Fittings: 1. Copper Pipe: a. Buff surfaces to be joined to a bright finish. Coat with solder flux. 2. Solder so that a continuous bead shows around the joint circumference. 3. Ductile Iron Pipe: 4/05 a. Join pipe in the manner recommended by manufacturer and in accordance with accepted industry practices. 4. Insert a dielectric union wherever a copper -based metal (copper, brass, bronze) and an iron -based metal (iron, galvanized steel, stainless steel) are joined. 5. Low Density Polyethylene Hose: Install per manufacturer's recommendations. 6. Flanged connections: Install stainless steel studs and nuts and rubber gaskets per manufacturer's recommendations. 7. PVC Threaded Connections: a. Use only factory -formed threads. Field -cut threads are not permitted. b. Use only nonhardening, nontoxic thread sealant. C. When connection is plastic -to -metal, the plastic component shall have male threads and the metal component shall have female threads. 8. Make metal -to -metal, threaded connections with nonhardening, nontoxic pipe sealant applied to the male threads only. 9. Pipe marking tape: Install tape per installation details. E. Thrust Blocks: 1. Use cast -in -place concrete bearing against undisturbed soil. 2. Size, orientation and placement shall be as shown on the installation details. 3. Wrap fitting with plastic to protect bolts, joint, and fitting from concrete. 4. Install rebar with mastic coating as shown on the installation details. F. Joint Restraint Harness: I. Install harness in the manner recommended by the manufacturer and in accordance with accepted industry practices. 3.6 INSTALLATION OF MAINLINE COMPONENTS A. Isolation Gate Valve Assembly: 1. Install where indicated on the drawings. IRRIGATION 02810 - 11 Gardens on Spring Creek - Children's Garden 4/05 2. Locate at least 12-inches from and align with adjacent walls or edges of paved areas. B. Quick Coupling Valve Assembly: Install where indicated on the drawings. C. Manual Drain Valve Assembly: Install where indicated on the drawings and at other low points in the mainline piping. 3.7 INSTALLATION OF SPRINKLER IRRIGATION COMPONENTS A. Remote Control Valve (RCV) Assembly for Sprinkler Laterals: 1. Flush mainline before installation of RCV assembly. 2. Install where indicated on the drawings. Wire connectors and waterproof sealant shall be used to connect control wires to remote control valve wires. Install connectors and sealant per the manufacturer's recommendations. 3. Install only one RCV to a valve box. Locate valve box at least 12-inches from and align with nearby walls or edges of paved areas. Group RCV assemblies together where practical. Arrange grouped valve boxes in rectangular patterns. Allow at least 12-inches between valve boxes. 4. Adjust RCV to regulate the downstream operating pressure. 5. Attach ID tag with controller station number to control wiring. B. Sprinkler Assembly: 1. Flush lateral pipe before installing sprinkler assembly. 2. Install per the installation details at locations shown on the drawings. 3. Locate rotary sprinklers 6-inches from adjacent walls, fences, or edges of paved areas. 4. Locate spray sprinklers 3-inches from adjacent walls, fences, or edges of paved areas. 5. Install sprinklers perpendicular to the finish grade. 6. Supply appropriate nozzle or adjust arc of coverage of each sprinkler for best performance. 7. Adjust the radius of throw of each sprinkler for best performance. 3.8 INSTALLATION OF DRIP IRRIGATION COMPONENTS A. Remote Control Valve (RCV) Assembly for Drip Laterals: 1. Flush mainline pipe before installing RCV assembly. 2. Locate as shown on the drawings. Wire connectors and waterproof sealant shall be used to connect control wires to remote control valve wires. Connectors and sealant shall be installed as per the manufacturer's recommendations. 3. Install only one RCV to valve box. Locate at least 12-inches from and align with nearby walls or edges of paved areas. Group RCV assemblies together where practical. 4. Arrange grouped valve boxes in rectangular patterns. Set RCV assembly discharge pressure to 30 PSI. B. Zone Control Valve Assembly: Install at locations shown on the drawings. C. Drip Emitter Assembly: 1. Locate as shown on the drawings and installation details. 2. Flush lateral pipe before installing emitter assembly. 3. Cut emitter outlet distribution tubing square. 4. Install an access sleeve as part of each multiple -outlet emitter assembly for emitters located in turf areas. IRRIGATION 02810 - 12 Gardens on Spring Creek - Children's Garden 4/05 Use tools and techniques recommended by the manufacturer, Make openings for barb -mounted emitters with the emitter manufacturer's hole -punching tool. D. Dripline Tubing Assembly: 6. Locate as shown on the drawings and installation details. 7. Flush lateral pipe before installing dripline tubing. 8. Cut tubing square. 9. Use tools and techniques recommended by the manufacturer. E. Flush Cap Assembly: Install at the end of each drip irrigation lateral pipe or dripline tubing as shown on the installation details. Pressure Adjustment Procedure: 1. Fully open all zone control valves and energize the RCV assembly. 2. Determine which emitter has the least outlet pressure; this is the critical emitter. 3. Identify zone control valve associated with the critical emitter; this is the critical zone control valve. 4. Set discharge pressure of RCV such that the critical pressure compensating emitter has a pressure of 25 PSI + 5 PSI. Measure with pressure gauge attached to critical emitter. 5. Identify the critical emitter for remaining zone control valves. 6. Set each zone control valve such that its critical pressure compensating emitter has a pressure of25 PSI+ 5 PSI. 3.9 INSTALLATION OF CONTROL SYSTEM COMPONENTS A. Irrigation Controller Unit: 1. The location of the controller unit as depicted on the drawings is approximate; the Owner's Representative will determine the exact site location upon commencement of contract. 2. Lightning protection: Drive 8-foot copper -clad grounding rod into the soil. If rock prevents driving, bury at least four feet deep. Use one rod for each controller. Connect controller to grounding rod with AWG No. 10 solid conductor copper wire. Secure wire to grounding rod with brass or bronze clamp. Locate the connection in a separate valve box. 3. Lightning protection: Provide on all remote control valve wiring as recommended by the manufacturer. Provide other components such as ground rod, grounding wire, etc., to manufacturer's recommendations. 4. Attach wire markers to the ends of control wires inside the controller unit housing. Label wires with the identification number (see drawings) of the remote control valve to which the control wire is connected. 5. Install combination switch/GFCI outlet inside the controller pedestal. 6. Connect control wires to the corresponding controller terminal. B. Control Wire: 1. Bundle control wires where two or more are in the same trench. Bundle with pipe wrapping tape spaced at 10-foot intervals. 2. Control wiring may be chiseled into the soil utilizing a vibratory plow device specifically manufactured for pipe pulling and wire installation. Appropriate chisel must be used so that wire is fed into a chute on the chisel, and wire is not subject to pulling tension. Minimum burial depth must equal minimum cover previously listed. 3. Provide a 24-inch excess length of wire in an 8-inch diameter loop at each 90 degree change of direction, at both ends of sleeves, and at 100-foot intervals along continuous runs of wiring. Do not tie wiring loop. Coil 24-inch length of wire within each remote control valve box. IRRIGATION 02810 - 13 Gardens on Spring Creek - Children's Garden 4/05 4. Install common ground wire and one control wire for each remote control valve. Multiple valves on a single control wire are not permitted. 5. If a control wire must be spliced, make splice with wire connectors and waterproof sealant, installed per the manufacturer's instructions. Locate splice in a valve box which contains an irrigation valve assembly, or in a separate 12-inch standard valve box. Use same procedure for connection to valves as for in -line splices. 6. Unless noted on plans, install wire parallel with and below PVC mainline pipe. Protect wire not installed with PVC mainline pipe with a continuous run of warning tape placed in the backfill six inches above the wiring. 7. Install four (4) space wire along entire mainline length coil 24" length in each valve box. 3.10 INSTALLATION OF OTHER COMPONENTS A. Tools and Spare Parts: Prior to the Review at completion of construction, supply to the Owner operating keys, servicing tools, spare parts, test equipment, and any other items indicated in the General Notes on the drawings. B. Other Materials: Install other materials or equipment shown on the drawings or installation details which are part of the irrigation system, even though such items may not have been referenced in these specifications. 3.11 PROJECT RECORD (AS -BUILT) DRAWINGS A. Submit Record Drawings under provisions of Section 01700 - Contractor Closeout, Record Documents. B. The Contractor is responsible for documenting changes to the design. Maintain on -site and separate from documents used for construction, one complete set of contract documents as Project Documents. Keep documents current. Do not permanently cover work until as -built information is recorded. C. Record pipe and wiring network alterations. Record work which is installed differently than shown on the construction drawings. Record accurate reference dimensions, measured from at least two permanent reference points, of each irrigation system valve, each backflow prevention device, each controller or control unit, each sleeve end, each stub -out for future pipe or wiring connections, and other irrigation components enclosed within a valve box. D. Prior to construction completion, obtain from the Owner's Representative a reproducible mylar copy of the drawings. Mylars or CAD data files compatible with AutoCAD software, can be purchased from the Owner's Representative. Cost of mylar reproducible drawings is $25 per sheet and the cost of AutoCAD data files on diskette is $100 per project set. Using technical drafting pen or CAD, duplicate information contained on the project drawings maintained on site. Label each sheet "Record Drawing". E. Turn over the "Record Drawings" to the Owner's Representative. Completion of the Record Drawings will be a prerequisite for the Review at the completion of the irrigation system installation. IRRIGATION 02810 - 14 Gardens on Spring Creek - Children's Garden 3.12 WINTERIZATION AND SPRING START-UP 4/05 A. Winterize the irrigation system in the fall following final acceptance of irrigation system and start-up the irrigation system the following spring. Repair any damage caused in improper winterization at no additional cost to the Owner. Coordinate the winterization and start-up with the landscape maintenance personnel. 3.13 MAINTENANCE A. Upon completion of construction and Review by the Owner's Representative, maintain irrigation system for a duration of 30 calendar days. Make periodic examinations and adjustments to irrigation system components so as to achieve the most desirable application of water. B. Following completion of the Contractor's maintenance period, the Owner will be responsible for maintaining the system in working order during the remainder of the guarantee/warranty period, for performing necessary minor maintenance, for trimming around sprinklers, for protecting against vandalism, and for preventing damage after the landscape maintenance operation. 3.14 CLEANUP A. Upon completion of work, remove from the site all machinery, tools, excess materials, and rubbish. END OF SECTION 02810 IRRIGATION 02810 - 15 SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed Gardens on Spring Creek - Children's Garden 4l05 SECTION 02870 - MISCELLANEOUS SITE WORK PART 1 — GENERAL 1.1 SUMMARY: A. Furnish all labor, supplies, equipment, tools, and transportation, and perform all operations in connection with and reasonably incidental to complete installation of site work and site furnishings to include game time talk tubes. 1.2 RELATED WORK: A. Section 02751 - Cement Concrete Paving. 1.3 SUBMITTALS: A. Submit samples under provisions of Section 01340 -Shop Drawings, Product Data and Samples. B. Manufacturer's Technical Literature: Submit manufacturer's specifications, cut sheets, shop drawings, and color samples for: Game Time Talk Tubes. 1.4 HANDLING AND STORAGE: A. Protect all materials from damage, deterioration, or loss of any kind while in storage and during construction. B. Ensure that materials have not been damaged during shipping. No damaged materials shall be accepted. If materials have been damaged beyond repair, they must be replaced with new materials of the same type and kind at no additional cost to the Owner. Damaged materials that have been repaired will be accepted only if the damaged part or parts can be replaced with a completely new manufacturer -supplied part or parts of the same type and kind. PART 2: MATERIALS 2.4 GAME TIME TALK TUBE: A. Game Time Talk Tubes, by Triple M Recreation, 14646 North Kierland Blvd, Suite 238, Scottsdale, AZ 85254, Phone: (490) 315-9103. PART 3: EXECUTION 3.1 TALK TUBES A. Locate all furniture on site for review by Owner's Representative. Install per manufacturer's recommendations. B. Prior to completion of project, clean all furniture, as needed, to remove any dust and dirt. Provide a clean factory finish at time of final review. Touch up paint as needed. END OF SECTION 02870 MISCELLANEOUS SITE WORK 02870- 1 Gardens on Spring Creek - Children's Garden 4105 SECTION 02920 - LAWNS AND GRASSES PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Sodding irrigated lawn. 2. Seeding irrigated grass. 1.2 DEFINITIONS A. Finish Grade: Elevation of finished surface of planting soil. B. Planting Soil: Existing or imported topsoil, manufactured topsoil, or surface soil modified to become topsoil; mixed with soil amendments. C. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill immediately beneath planting soil. 1.3 QUALITY ASSURANCE A. Installer Qualifications: A qualified landscape installer whose work has resulted in successful lawn establishment. 1. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site when planting is in progress. 1.4 DELIVERY, STORAGE, AND HANDLING A. Sod: Harvest, deliver, store, and handle sod according to requirements in TPI's "Specifications for Turfgrass Sod Materials" and "Specifications for Turfgrass Sod Transplanting and Installation" in its "Guideline Specifications to Turfgrass Sodding." B. Seed: Deliver seed in original sealed, labeled, and undamaged containers. 1.5 SCHEDULING A. Irrigation System: Proceed only after irrigation system has been installed and tested B. Weather Limitations: Proceed with planting only when existing and forecasted weather conditions permit. Installation must be completed by September 15. LAWNS AND GRASSES 02920 - 1 Gardens on Spring Creek - Children's Garden 1.6 LAWN MAINTENANCE 4/05 A. Begin maintenance of irrigated lawn and irrigated grass and water immediately after each area is planted and continue until acceptable lawn is established. Maintain until after first mowing. I. Schedule watering to prevent wilting, puddling, and erosion. 2. Water lawn at a minimum rate of 1 inch per week. 3. Mow lawn as soon as top growth is tall enough to cut. 4. Mow grass 1-1/2 to 2 inches high. 5. Apply fertilizer after initial mowing and when grass is dry, use fertilizer that will provide actual nitrogen of at least 1 Ib/1000 sq. ft. to lawn area PART 2-PRODUCTS 2.1 TURFGRASS SOD A. Turfgrass Sod: Number I Quality/Premium, including limitations on thatch, weeds, diseases, nematodes, and insects, complying with TPI's "Specifications for Turfgrass Sod Materials" in its "Guideline Specifications to Turfgrass Sodding." Furnish viable sod of uniform density, color, and texture, strongly rooted, and capable of vigorous growth and development when planted. B. Turfgrass Species: Full Sun: Kentucky bluegrass (Poa pratensis), a minimum of three cultivars. 2.2 SEED A. Spring Creek Children's Garden: Swale Seeding H � min DRY SWALE MIX Sidecats ararm Bo eloua ourtipendula 9 190 6 1.38 Blue ararna eloua ciiis 710 8 049 Salt grass CFstiChEis stncia 600 6 044 Canada Wild E 7muscanadensis 115 3 1.14 B(aaket ibwar Galtiarrim anstata i 200 6 1.31 Western whantgras Pa rum smlthsi 9 120 8 2.90 WBd rose RosawoWsii s 45 3 2.90 Little bluestem 130 8 268 TOTAL 48 13.23 Wirt SWALE MIX Balticrosn ljuncos baltic� 3w9 tc 1 015 8' Biuestem M4r n rardu 1B0 16 2.4? Canada Goldenrod 1a00 5 1 0.11 Canada Wildr EI mus canadens'is 115 3 1 14 Western vMeatgras Pasco rum amity Cj ^-X'k 8 2.18 TOTAL 34 1 r,.ss g=prate. €=Poi, t=tme. s=shrutr. gi-grass-like LAWNS AND GRASSES 02920 - 2 Gardens on Spring Creek - Children's Garden 4/05 2.3 FERTILIZER A. Commercial Fertilizer: Diamonium phosphate. 2.4 MULCHES A. Hydromulch: Biodegradable, dyed -wood, cellulose -fiber mulch; nontoxic; free of plant -growth or germination inhibitors; with maximum moisture content of 15 percent and a pH range of 4.5 to 6.5. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas to receive lawns and grass for compliance with requirements and other conditions affecting performance. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities, trees, shrubs, and plantings from damage caused by planting operations. B. Provide erosion -control measures to prevent erosion or displacement of soils and discharge of soil - bearing water runoff or airborne dust to adjacent properties and walkways. 3.3 LAWN PREPARATION A. Limit lawn subgrade preparation to areas to be planted. B. Apply Roundup prior to seeding if required. Follow manufacturer's specifications. C. Spread 4 cy organic soil amendments per 1,000 s.f. and fertilizer over the entire area to receive seed or sod, and incorporate into the top 8 inches of soil by disking or rototilling until a uniform planting soil is obtained with no pockets of soil or amendments remaining. Water thoroughly. D. Cultivate soil to a minimum depth of 8 inches or deeper if a hard pan exists. Remove all rubble, stones and extraneous material over 1 inch in diameter. E. Finish Grading: Grade planting areas to a smooth, uniform surface plane with loose, uniformly fine texture. Grade to within plus or minus 1/2 inch of finish elevation. Roll and rake, remove ridges, and fill depressions to meet finish grades. Limit fine grading to areas that can be planted in the immediate future. Allow for sod thickness and settling. F. Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and allow surface to dry before planting. Do not create muddy soil. G. Restore areas if eroded or otherwise disturbed after finish grading and before planting LAWNS AND GRASSES 02920 - 3 Gardens on Spring Creek - Children's Garden 4/05 3.4 SODDING A. Lay sod within 24 hours of harvesting. Do not lay sod if dormant or if ground is frozen or muddy. B. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod; do not stretch or overlap. Stagger sod strips or pads to offset joints in adjacent courses. Avoid damage to subgrade or sod during installation. Tamp and roll lightly to ensure contact with subgrade, eliminate air pockets, and form a smooth surface. Work sifted soil or fine sand into minor cracks between pieces of sod; remove excess to avoid smothering sod and adjacent grass. C. Saturate sod with fine water spray within two hours of planting. During first week, water daily or more frequently as necessary to maintain moist soil to a minimum depth of 1-1/2 inches (38 mm) below sod. 3.5 SEEDING A. Irrigated Grass Seeding: 1. Apply seed at rates shown in section 2.2 SEED, handrake seed into soil to a depth of 2 inches. 2. Hydromulch with mechanical hydromulcher at a rate of 2,000 lbs. per acre. 3.6 SATISFACTORY LAWNS AND GRASSES A. Satisfactory Lawn and Grass: A healthy, well -rooted, even -colored, viable lawn and grass shall be established, free of weeds, bare areas, and surface irregularities. B. Reestablish sod and grass that do not comply with requirements and continue maintenance until satisfactory. 3.7 CLEANUP AND PROTECTION A. Promptly remove soil and debris created by lawn work from paved areas. END OF SECTION 02920 LAWNS AND GRASSES 02920 - 4 Gardens on Spring Creek - Children's Garden 4/05 SECTION 02930 - EXTERIOR PLANTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Plant material. 2. Topsoil. 3. Amendments. 4. Fertilizer. 5. Planter soil mix 6. Mulch 7. Stakes and guys 8. Edgings. 9. Landscape boulders, stream boulders, flagstone and stream cobble. B. Related Sections include the following: I. Division 2 Section "Site Clearing" for protection of existing trees and planting, topsoil stripping and stockpiling, and site clearing. 2. Division 2 Section "Earthwork" for excavation, filling, and rough grading and for subsurface aggregate drainage and drainage backfill materials. 3. Division 4 Section "Stone Masonry" for acceptable stone source. 1.3 DEFINITIONS A. Balled and Burlapped Stock: Exterior plants dug with firm, natural balls of earth in which they are grown, with ball size not less than sizes indicated; wrapped, tied, rigidly supported, and drum -laced as recommended by ANSI Z60.1. B. Container -Grown Stock: Healthy, vigorous, well -rooted exterior plants grown in a container with well - established root system reaching sides of container and maintaining a firm ball when removed from container. Container shall be rigid enough to hold ball shape and protect root mass during shipping and be sized according to ANSI Z60.1 for kind, type, and size of exterior plant required. C. Finish Grade: Elevation of finished surface of planting soil. D. Manufactured Topsoil: Soil produced off -site by homogeneously blending mineral soils or sand with stabilized organic soil amendments to produce topsoil or planting soil. E. Planting Soil: Native or imported topsoil, manufactured topsoil, or surface soil modified to become topsoil; mixed with soil amendments. EXTERIOR PLANTS 02930 - 1 Gardens on Spring Creek - Children's Garden 4/05 F. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill, before placing planting soil. 1.4 SUBMITTALS A. Product Data: For each type of product indicated. B. Samples for Verification: For each of the following: 1. Edging materials and accessories, of manufacturer's standard size, to verify color selected. 2. 5 stone sample for Boulders, showing full range of size/color 3. 10 stone sample for Stream Cobble, showing full range of size/color 4. Tree wrap. 5. Flagstone. C. Planting Schedule: Indicating anticipated planting dates for exterior plants. 1.5 QUALITY ASSURANCE A. Installer Qualifications: A qualified landscape installer whose work has resulted in successful establishment of exterior plants. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site when exterior planting is in progress. B. Topsoil Analysis: Furnish soil analysis by a qualified soil -testing laboratory stating percentages of organic matter; gradation of sand, silt, and clay content; cation exchange capacity; sodium absorption ratio; deleterious material; pH; and mineral and plant -nutrient content of topsoil. Report suitability of topsoil for plant growth. State recommended quantities of nitrogen, phosphorus, and potash nutrients and soil amendments to be added to produce a satisfactory topsoil. C. Provide quality, size, genus, species, and variety of exterior plants indicated, complying with applicable requirements in ANSI Z60.1, "American Standard for Nursery Stock." Selection of exterior plants purchased under allowances will be made by Owner, who will tag plants at their place of growth before they are prepared for transplanting. D. Tree and Shrub Measurements: Measure according to ANSI Z60.1 with branches and trunks or canes in their normal position. Do not prune to obtain required sizes. Take caliper measurements 6 inches above ground for trees up to 4-inch caliper size, and 12 inches above ground for larger sizes. Measure main body of tree or shrub for height and spread; do not measure branches or roots tip -to -tip. E. Observation: Owner may observe trees and shrubs either at place of growth or at site before planting for compliance with requirements for genus, species, variety, size, and quality. Owner retains right to observe trees and shrubs further for size and condition of balls and root systems, insects, injuries, and latent defects and to reject unsatisfactory or defective material at any time during progress of work. Remove rejected trees or shrubs immediately from Project site. Notify Owner of sources of planting materials seven days in advance of delivery to site. EXTERIOR PLANTS 02930 - 2 Gardens on Spring Creek - Children's Garden 1.6 DELIVERY, STORAGE, AND HANDLING A. Protect plants from desiccation during delivery 4105 B. Do not prune trees and shrubs before delivery, except as approved by Owner. Protect bark, branches, and root systems from sun scald, drying, sweating, whipping, and other handling and tying damage. Do not bend or bind -tie trees or shrubs in such a manner as to destroy their natural shape. Provide protective covering of exterior plants during delivery. Do not drop exterior plants during delivery. C. Handle planting stock by root ball. D. Deliver exterior plants after preparations for planting have been completed and install immediately. If planting is delayed more than six hours after delivery, set exterior plants trees in shade, protect from weather and mechanical damage, and keep roots moist. 1. Set balled stock on ground and cover ball with soil, peat moss, sawdust, or other acceptable material. 2. Do not remove container -grown stock from containers before time of planting. 3. Water root systems of exterior plants stored on -site with a fine -mist spray. Water as often as necessary to maintain root systems in a moist condition. 1.7 COORDINATION A. Weather Limitations: Proceed with planting only when existing and forecasted weather conditions permit. B. Coordination with Lawns: Plant trees and shrubs after finish grades are established and before planting lawns, unless otherwise acceptable to Architect. When planting trees and shrubs after lawns, protect lawn areas and promptly repair damage caused by planting operations. 1.9 WARRANTY A. Special Warranty: Warrant the following exterior plants, for the warranty period indicated, against defects including death and unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect, or abuse by Owner, or incidents that are beyond Contractor's control. 1. Warranty periods below are examples only for some categories of exterior plants; revise to suit Project. 2. Warranty Period for Trees and Shrubs: One year from date of Substantial Completion. 3. Warranty Period for Ground Cover and Plants: Six months from date of Substantial Completion. 4. Remove dead exterior plants immediately. Replace immediately unless required to plant in the succeeding planting season. 5. Replace exterior plants that are more than 25 percent dead or in an unhealthy condition at end of warranty period. 6. A limit of one replacement of each exterior plant will be required, except for losses or replacements due to failure to comply with requirements. EXTERIOR PLANTS 02930 - 3 Gardens on Spring Creek - Children's Garden PART2-PRODUCTS 2.1 TREE AND SHRUB MATERIAL 4/05 A. General: Furnish nursery -grown trees and shrubs complying with ANSI Z60.1, with healthy root systems developed by transplanting or root pruning. Provide well -shaped, fully branched, healthy, vigorous stock free of disease, insects, eggs, larvae, and defects such as knots, sun scald, injuries, abrasions, and disfigurement. B. Grade: Provide trees and shrubs of sizes and grades complying with ANSI Z60.1 for type of trees and shrubs required. Trees and shrubs of a larger size may be used if acceptable to Architect, with a proportionate increase in size of roots or balls. C. Label each tree and shrub with securely attached, waterproof tag bearing legible designation of botanical and common name. D. Label at least one tree and one shrub of each variety and caliper with a securely attached, waterproof tag bearing legible designation of botanical and common name. E. If formal arrangements or consecutive order of trees or shrubs is shown, select stock for uniform height and spread, and number label to assure symmetry in planting. 2.2 SHADE AND FLOWERING TREES A. Shade Trees: Single -stem trees with straight trunk, well-balanced crown, and intact leader, of height and caliper indicated, complying with ANSI Z60.1 for type of trees required. 1. Provide container or balled and burlapped trees. 2. Branching Height: One-third to one-half of tree height. B. Small Upright & Spreading Trees: Branched or pruned naturally according to species and type, with relationship of caliper, height, and branching according to ANSI Z60.1; stem form as follows: 1. Stem Form: Single stem & Multistem, clump, with two or more main stems & Multistem, shrub, with multiple stems. 2. Provide container or balled and burlapped trees. C. Multistem Trees: Branched or pruned naturally according to species and type, with relationship of caliper, height, and branching according to ANSI Z60.1; stem form as follows: 1. Stem Form: Clump. 2. Provide container or balled and burlapped trees. 2.3 DECIDUOUS SHRUBS A. Form and Size: Deciduous shrubs with not less than the minimum number of canes required by and measured according to ANSI Z60.1 for type, shape, and height of shrub. Provide container -grown trees. EXTERIOR PLANTS 02930 - 4 Gardens on Spring Creek - Children's Garden 2.4 CONIFEROUS EVERGREENS 4/05 A. Form and Size: Normal -quality, well-balanced, coniferous evergreens, of type, height, spread, and shape required, complying with ANSI Z60.1. B. Form and Size: Specimen -quality, exceptionally heavy, tightly knit, symmetrically shaped coniferous evergreens: 1. Provide container or balled and burlapped trees. 2.5 BROADLEAF EVERGREENS A. Form and Size: Normal -quality, well-balanced, broadleaf evergreens, of type, height, spread, and shape required, complying with ANSI Z60.1. Provide container balled and burlapped trees. 2.6 GROUND COVER PLANTS A. Ground Cover: Provide ground cover of species indicated, established and well rooted in pots or similar containers, and complying with ANSI Z60.1 2.7 PLANTS A. Annuals: Provide healthy, disease -free plants of species and variety shown or listed. Provide only plants that are acclimated to outdoor conditions before delivery and that are in bud but not yet in bloom. B. Perennials: Provide healthy, field -grown plants from a commercial nursery, of species and variety shown or listed. C. Fast -Growing Vines: Provide vines of species indicated complying with requirements in ANSI Z60.1 as follows: 1. Two-year plants with heavy, well -branched tops, with not less than 3 runners 18 inches or more in length, and with a vigorous well -developed root system. 2. Provide field -grown vines. Vines grown in pots or other containers of adequate size and acclimated to outside conditions will also be acceptable. 2.8 TOPSOIL A. Topsoil: ASTM D 5268, pH range of 5.5 to 7, a minimum of 4 percent organic material content; free of stones 1 inch (25 mm) or larger in any dimension and other extraneous materials harmful to plant growth. Topsoil Source: Reuse surface soil stockpiled on -site. Verify suitability of stockpiled surface soil to produce topsoil. Clean surface soil of roots, plants, sod, stones, clay lumps, and other extraneous materials harmful to plant growth. a. Supplement with imported or manufactured topsoil from off -site sources when quantities are insufficient. Obtain topsoil displaced from naturally well -drained sites where topsoil occurs at least 4 inches (100 mm) deep; do not obtain from bogs or marshes. EXTERIOR PLANTS 02930 - 5 SECTION 00510 NOTICE OF AWARD Date: TO: PROJECT: 5021 Children's Garden at the Gardens on Spring Creek OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated , 20 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for The Price of your Agreement is Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by , 20 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Contract Documents attached. City of Fort Collins OWNER By: Title 9/12/01 Section 00510 Page 1 Gardens on Spring Creek - Children's Garden 4/05 2.9 FERTILIZER A. Slow -Release Fertilizer: Osmocote for trees and shrubs. Fertilizer: Nitrogen, phosphorous, and potassium in amounts recommended in soil reports from a qualified soil -testing agency. 2.10 MULCH A. Organic Mulch: Clear pine or spruce, No. 1, "pole peelings" with an approximate width of 1-2 inches and 3-4 inches length, fibrous and capable of matting together and interlocking when moistened and settled. ALL MULCH IS BY OWNER & NOT IN CONTRACT 2.11 STAKES AND GUYS A. As shown on details LP501. 2.12 TREE WRAP A. 4-inch commercial tree wrap. Submit sample. 2.13 PLANTER SOIL MIX A. Planter Soil Mix: One part topsoil, one part coarse sand, one part peat moss. 2.14 COMPOST A. Compost: A-1 organic compost (Loveland's own); or well -composted, stable, and weed -free organic matter, pH range of 5.5 to 8; moisture content 35 to 55 percent by weight; 100 percent passing through 1/2-inch sieve; soluble salt content of 5 to 10 decisiemens/m; not exceeding 0.5 percent inert contaminants and free of substances toxic to plantings. Organic matter content: 50 to 60 percent of dry weight. CN ratio is to be less than 20:1. 2.15 PLANTING PIT AMENDED SOIL A. Add 1/3 compost by volume to on -site soil. 2.16 BOULDERS Landscape boulders and stream boulders & stream cobble can be obtained from the following acceptable rock source: Stone Wholesale, 11585 N. Highway 287, Laporte, CO 80535, contact Jim Striggow 970-221-0057. Select boulders have been pre -selected by Owner. EXTERIOR PLANTS 02930 - 6 Gardens on Spring Creek - Children's Garden A. Where indicated, size of boulders is keyed to drawings as follows: Key Minimum Length Minimum Width Minimum Height #1 1-Foot 1-Foot 1-Foot #2 2 feet 1 'h feet 1 foot #3 3 feet 2 feet 1 'h feet #4 4 feet 2 '/2 feet 1 '/z feet #5 5 feet 2 '/2 feet 2 feet #6 6 feet 5 feet 4 feet Size of boulders where not indicated shall be approximately as shown to scale on plans and details. B. Boulders shall be sound and not marred by handling. 2.17 STREAM COBBLE 4/05 A. Stream cobble shall be rock of the same approved rock source as the boulders. Submit a 5 gallon bucket sample for approval by Owner. B. Size shall be as follow: 1. 50% 1'/2 "-3" diameter. 2. 25% 4"-6" diameter. 3. 25% 7"-8" diameter. 2.18 FLAGSTONE C. Flagstone shall be of the same approved rock source and be a Lyons Red to match existing flagstone on site. Submit a 5 stone sample for approval by Owner. D. Thickness shall be minimum of 2 inches unless otherwise noted: PART 3-EXECUTION 3.1 EXAMINATION A. Examine areas to receive plants for compliance with requirements and conditions affecting installation and performance. Proceed with installation only after unsatisfactory conditions have been corrected. B. Beginning work of this section implies acceptance of existing conditions. 3.2 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities, and lawns and existing exterior plants from damage caused by planting operations. B. Provide erosion -control measures to prevent erosion or displacement of soils and discharge of soil - bearing water runoff or airborne dust to adjacent properties and walkways. EXTERIOR PLANTS 02930 - 7 Gardens on Spring Creek - Children's Garden 4/05 C. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations, outline ar- eas, adjust locations when requested, and obtain Architect's acceptance of layout before planting. Make minor adjustments as required. 3.3 PLANTING BED ESTABLISHMENT A. Loosen subgrade of planting beds sufficient to remove compaction. Remove stones larger than 2 inches (50 mm) in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property. Thoroughly blend soil mix off site before spreading or spread topsoil, apply soil amendments and fertilizer on surface, and thoroughly blend planting soil mix. 2. Spread soil mix to a depth of 8 inches but not less than required to meet finish grades after natural settlement. Do not spread if planting soil or subgrade is frozen, muddy, or excessively wet. a. Spread approximately one-half the thickness of planting soil mix over loosened subgrade. Mix thoroughly into top 4 inches (100 mm) of subgrade. Spread remainder of planting soil mix. B. Finish Grading: Grade planting beds to a smooth, uniform surface plane with loose, uniformly fine tex- ture. C. Restore planting beds if eroded or otherwise disturbed after finish grading and before planting. 3.4 TREE AND SHRUB EXCAVATION A. Pits and Trenches: Excavate circular pits. Trim base leaving center area raised slightly to support root ball and assist in drainage. Do not further disturb base. Scarify sides of plant pit smeared or smoothed during excavation. Excavate approximately two times as wide as ball diameter for balled and burlapped or container - grown stock. B. Subsoil removed from excavations may be used as backfill. C. Obstructions: Notify Architect if unexpected rock or obstructions detrimental to trees or shrubs are en- countered in excavations. D. At the direction of the Architect, conduct percolation tests on representative tree pits by filling pit half full with water. If pit does not completely drain, install an 8-inch diameter caisson of sufficient depth to drain pit. Fill with I''/z inches of crushed stone covered with geotextile filter fabric. 3.5 TREE AND SHRUB PLANTING A. Set balled and burlapped stock plumb and in center of pit or trench with top of root ball 2 inches (50 mm) above adjacent finish grades. 1. Remove burlap and wire baskets from the top half of root balls. Do not remove from under root balls. Do not use planting stock if root ball is cracked or broken before or during planting opera- tion. 2. Place planting soil mix around root ball in layers, tamping to settle mix and eliminate voids and air pockets. When pit is approximately one-half backfilled, water thoroughly before placing remain - EXTERIOR PLANTS 02930 - 8 Gardens on Spring Creek - Children's Garden 4/05 der of backfill. Repeat watering until no more water is absorbed. Water again after placing final layer of planting soil mix. B. Set container -grown stock plumb and in center of pit or trench with top of root ball 2 inches (50 mm) above adjacent finish grades. 1. Carefully remove root ball from container without damaging root ball or plant. 2. Place planting soil mix around root ball in layers, tamping to settle mix and eliminate voids and air pockets. When pit is approximately one-half backfilled, water thoroughly before placing remain- der of backfill. Repeat watering until no more water is absorbed. Water again after placing final layer of planting soil mix. C. After a bed is completely planted, hand -spade entire bed to a depth of 12 inches (250 mm) in order to re- move compaction from planting operations. D. Organic Mulching: Apply 3-inch (75-mm) average thickness of organic mulch over entire planting bed. 3.6 TREE AND SHRUB PRUNING. A. Prune, thin, and shape trees and shrubs only as directed by Owner. 3.7 GUYING AND STAKING A. Guying and Staking: As shown in details, guy and/or stake trees immediately upon planting to maintain plumb trunks. 3.8 PLANTERS A. Place 1-2-inch minimum planter soil mix in all raised planting areas. 3.9 GROUND COVER AND PERENNIAL PLANTING A. Set out and space ground cover and perennials in groups to ensure even spacing. B. Dig holes large enough to allow spreading of roots, and backfill. C. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. D. Water thoroughly after planting, taking care not to cover plant crowns with wet soil. E. Protect plants from hot sun and wind; remove protection when plants show evidence of recovery from transplanting shock. 3.10 PLANTING BED MULCHING A. Apply 3-inches (75-mm) average thickness of organic mulch, and finish level with adjacent finish grades in all planting areas, except plots in turf area. Do not place mulch against plant stems. 3.11 BOULDER AND STREAM COBBLE PLACEMENT EXTERIOR PLANTS 02930 - 9 Gardens on Spring Creek - Children's Garden 4/05 A. At the direction of the Architect, place boulders to relate faces and tops of boulders to one another. Plans show the general location, orientation and size of boulders. Anchor boulders and stream cobble in stream with grout or embed in gunite. B. Dig a soil pocket for each boulder so that bottom of boulder will be 3 to 6 inches below grade at face of boulder. Backfill around boulders in 6-inch lifts, eliminating air pockets. 3.12 CLEANUP AND PROTECTION A. During planting, keep adjacent pavings and construction clean and work area in an orderly condition. B. Protect plants from damage due to landscape operations, operations by other contractors. Maintain pro- tection during installation and maintenance periods. Treat, repair, or replace damaged planting. 3.13 DISPOSAL A. Disposal: Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash, and debris, and legally dispose of them off Owner's property. END OF SECTION 02930 EXTERIOR PLANTS 02930 - 10 Gardens on Spring Creek - Children's Garden 4/05 SECTION 03300 - CAST -IN -PLACE CONCRETE PART 1 - GENERAL 1.1 SUMMARY A. This Section specifies cast -in place concrete, including formwork, reinforcing, mix design, placement procedures, and finishes. B. Cast -in -place concrete includes the following: Cast in Place Walls, foundations and footings. C. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 2 Section "Cement Concrete Pavement" for concrete paving and walks. 2. Division 4 Section "Masonry" for stone veneer. 1.2 SUBMITTALS A. General: Submit the following according to Conditions of the Contract and Division 1 Specification Sections. 1.3 QUALITY ASSURANCE A. Codes and Standards: Comply with provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified: 1. American Concrete Institute (ACI) 301, "Specifications for Structural Concrete." 2. Concrete Reinforcing Steel Institute (CRSI) "Manual of Standard Practice." 3. American Concrete Institute (ACI) 117, "Specifications for Tolerances for Concrete Construction and Materials." 4. American Concrete Institute (ACI) 347, "Recommended Practice for Contract Formwork." B. Concrete Testing Service: The Owner shall engage a testing agency to perform material evaluation tests, and shall engage a design engineer to observe the reinforcement prior to casting of concrete. C. Materials and installed work may require testing and retesting at any time during progress of Work. Tests, including retesting of rejected materials for installed Work, shall be done at Contractor's expense. D. Delivery, Storage, and Handling: Deliver, store, and handle steel reinforcement to prevent bending and damage. PART 2-PRODUCTS 2.1 FORM MATERIALS A. Rough -Formed Finished Concrete: Plywood, lumber, metal, or another approved material. Provide lumber dressed on at least two edges and one side for tight fit. CAST -IN -PLACE CONCRETE 03300 - 1 Gardens on Spring Creek - Children's Garden 3/05 B. Form Release Agent: Provide commercial formulation form release agent with a maximum of 315 lbs/gal volatile organic compounds (VOCs) that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. 2.2 STEEL REINFORCING MATERIALS A. Reinforcing Bars: ASTM A 615 Grade 60, deformed. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice." 2.3 CONCRETE MATERIALS A. Portland Cement: ASTM C 150, Type I or II. 1. Use one brand of cement throughout Project. B. Fly Ash: ASTM C 618, Class F. C. Normal -Weight Aggregates: ASTM C 33 and as specified. Provide aggregates from a single source for use throughout the project. I. For exposed exterior surfaces, do not use fine or coarse aggregates that contain substances that cause spalling. D. Water: Potable and meeting ASTM C 94. E. Admixtures, General: Provide concrete admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride. F. Air -Entraining Admixture: ASTM C 260. G. Water -Reducing Admixture: ASTM C 494, Type A. H. High -Range Water -Reducing Admixture: ASTM C 494, Type F. I. Water Reducing, Accelerating Admixture: ASTM C 494, Type E. Use only where reviewed in advance and acceptable to Engineer. J. Water Reducing, Retarding Admixture: ASTM C 494, Type D. Use only where reviewed in advance and acceptable to Engineer. 2.4 RELATED MATERIALS A. Vapor Barrier: Premolded seven -ply membrane consisting of reinforced core and carrier sheet with fortified bitumen layers, protective weather coating, and plastic antistick sheet. Water vapor transmission rate of 1 perm when tested according to ASTM E 96, Method B. Provide manufacturer's recommended mastics and gusset tape. B. Absorptive Cover: Burlap cloth made from jute or kenaf, weighing approximately 9-oz./sq. yd., complying with AASHTO M 182, Class 2. C. Moisture -Retaining Cover: One of the following, complying with ASTM C 171. CAST -IN -PLACE CONCRETE 03300 - 2 Gardens on Spring Creek - Children's Garden 3/05 1. Polyethylene film. 2. Polyethylene -coated burlap. 2.5 PROPORTIONING AND DESIGNING MIXES A. Design mixes to provide normal weight concrete with the following properties as indicated on drawings and schedules: 1. 4,000 psi 28-day compressive strength. 2. Maximum water -cement (w/c) ratio: 0.45. 3. Minimum cement: 564 pounds per cubic yard. 4. Air content: 4.5 to 7.5%. B. Slump Limits: Proportion and design mixes to result in concrete slump at point of placement as follows: Walls and columns: Not less than 4 inches and not more than 6 inches. C. Adjustment to Concrete Mixes: Mix design adjustments may be requested by Contractor when characteristics of materials, job conditions, weather, test results, or other circumstances warrant, as accepted by Architect. Laboratory test data for revised mix design and strength results must be submitted to and accepted by Architect before using in Work. 2.6 ADMIXTURES A. Use water -reducing admixture or high -range water -reducing admixture (superplasticizer) in concrete, as required, for placement and workability. B. Use non -corrosive, non -chloride accelerating admixture in concrete slabs placed at ambient temperatures below 50 deg F. C. Use high -range water -reducing admixture in pumped concrete, concrete for heavy -use industrial slabs, wall and column concrete, concrete required to be watertight, and concrete with water -cement ratios below 0.45. D. Use crystalline waterproofing additive for waterproof concrete stream basin, pool and fountain concrete in accordance with manufacturer's specifications. E. Use air -entraining admixture in exterior exposed concrete unless otherwise indicated. Add air -entraining admixture at manufacturer's prescribed rate to result in concrete at point of placement having total air content with a tolerance of plus or minus 1-1/2 percent within the following limits: Concrete structures and slabs exposed to freezing and thawing a. 5.5 percent (severe exposure) for 1-1/2 inch maximum aggregate. b. 6.0 percent (severe exposure) for 1 inch maximum aggregate. C. 6.0 percent (severe exposure) for 3/4 inch maximum aggregate. d. 7.0 percent (severe exposure) for 1/2 inch maximum aggregate. 2. Other concrete not exposed to freezing, thawing, or hydraulic pressure, or to receive a surface hardener. 2 to 4 percent air. F. Use admixtures for water reduction and set accelerating or retarding in strict compliance with manufacturer's directions. CAST -IN -PLACE CONCRETE 03300 - 3 Gardens on Spring Creek - Children's Garden 3/05 2.7 CONCRETE MIXING A. Job -Site Mixing is not allowed. B. Ready -Mixed Concrete: Comply with requirements of ASTM C 94 and ASTM C 1116, and as specified. Furnish batch tickets with all material proportions listed. When air temperature is between 85 deg F and 90 deg F, reduce mixing and delivery time from 1- 1/2 hours to 75 minutes, and when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes. PART 3-EXECUTION 3.1 GENERAL A. Coordinate the installation of joint materials, vapor retarder, and other related materials with placement of forms and reinforcing steel. 3.2 FORMS A. General: Design, erect, support, brace, and maintain formwork to support vertical, lateral, static, and dynamic loads that might be applied until concrete structure can support such loads in accordance with ACI 347 and ACI 301. Construct formwork so concrete members and structures are of correct size, shape, alignment, elevation, and position. Maintain formwork construction tolerances and surface irregularities complying with the following ACI 347 limits: Provide Class C tolerances. B. Construct forms to sizes, shapes, lines, and dimensions shown and to obtain accurate alignment, location, grades, level, and plumb work in finished structures. Provide for openings, offsets, sinkages, keyways, recesses, moldings, rustications, reglets, chamfers, blocking, screeds, bulkheads, anchorages and inserts, and other features required in the Work. Use selected materials to obtain required finishes. Solidly butt joints and provide backup at joints to prevent cement paste from leaking. C. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crush plates or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for inclined surfaces where slope is too steep to place concrete with bottom forms only. Kerf wood inserts for forming keyways, reglets, recesses, and the like for easy removal. D. Provide temporary openings for clean -outs and inspections where interior area of formwork is inaccessible before and during concrete placement. Securely brace temporary openings and set tightly to forms to prevent losing concrete mortar. Locate temporary openings in forms at inconspicuous locations. E. Chamfer exposed corners and edges, using wood, metal, PVC, or rubber chamfer strips fabricated to produce uniform smooth lines and tight edge joints. F. Provisions for Other Trades: Provide openings in concrete formwork to accommodate work of other trades. Determine size and location of openings, recesses, and chases from trades providing such items. Accurately place and securely support items built into forms. CAST -IN -PLACE CONCRETE 03300 - 4 Gardens on Spring Creek - Children's Garden 3/05 G. Cleaning and Tightening: Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, or other debris just before placing concrete. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment. 3.3 VAPOR BARRIER INSTALLATION A. Vapor Barrier: Place, protect, and repair vapor -barrier sheets according to ASTM E 1643 and manufacturer's written instructions. 3.4 PLACING REINFORCEMENT A. General: Comply with Concrete Reinforcing Steel Institute's (CRSI's) "Manual of Standard Practice" for details and methods of reinforcement placement and supports and as specified. Do not cut or puncture vapor barrier during reinforcement placement and concreting operations. Repair damages before placing concrete. B. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials that reduce or destroy bond with concrete. C. Accurately position, support, and secure reinforcement against displacement. Locate and support reinforcing by metal chairs, runners, bolsters, spacers, and hangers, as approved by Architect. D. Place reinforcement to maintain minimum coverages as indicated for concrete protection. Arrange, space, and securely tie bars and bar supports to hold reinforcement in position during concrete placement operations. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. 3.5 JOINTS A. Construction Joints: Locate and install construction joints so they do not impair strength or appearance of the structure, as indicated and as acceptable to Architect. 3.6 PREPARING FORM SURFACES A. General: Coat contact surfaces of forms with an approved, nonresidual, low-VOC, form -coating compound before placing reinforcement. B. Do not allow excess form -coating material to accumulate in forms or come into contact with in -place concrete surfaces against which fresh concrete will be placed. Apply according to manufacturer's instructions. Coat steel forms with a nonstaining, rust -preventative material. Rust -stained steel formwork is not acceptable. 3.7 CONCRETE PLACEMENT A. Before placing concrete, inspect and complete formwork installation, reinforcing steel, and items to be embedded or cast in. Do not pour concrete until all required observations have been performed. Provide a minimum of 24 hours notice of all required observations. Do not place concrete during rain, sleet or snow unless adequate protection is provided and Engineer's acceptance is obtained. CAST -IN -PLACE CONCRETE 03300 - 5 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the day of in the year of 20_ and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the 5021 Children's Garden at the Gardens on Spring Creek and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by Edaw, who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES 3.1 The Work shall be Substantially Complete within 95 calendar days after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within 110 calendar days after the date when the Contract Times commence to run. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 9/12/01 Section 00520 Page 1 Gardens on Spring Creek - Children's Garden 3/05 B. General: Comply with ACI 304, "Guide for Measuring, Mixing, Transporting, and Placing Concrete," and as specified. C. Deposit concrete continuously or in layers of such thickness that no new concrete will be placed on concrete that has hardened sufficiently to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as specified. Deposit concrete to avoid segregation at its final location. D. Placing Concrete in Forms: Deposit concrete in forms in horizontal layers no deeper than 24 inches and in a manner to avoid inclined construction joints. Where placement consists of several layers, place each layer while preceding layer is still plastic to avoid cold joints. 1. Consolidate placed concrete by mechanical vibrating equipment supplemented by hand -spading, rodding, or tamping. Use equipment and procedures for consolidation of concrete complying with ACI 309.3R "Guide to Consolidation of Concrete in Congested Areas" and ACI 301, 2. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations no farther than the visible effectiveness of the machine. Place vibrators to rapidly penetrate placed layer and at least 6 inches into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to set. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mix to segregate. 3. Maximum height of concrete free fall is 4 feet. E. Cold -Weather Placement: Comply with provisions of ACI 306.1 "Standard Specifications for Cold - Weather Concreting" and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. Do not place any concrete on frozen substrate. When air temperature has fallen to or is expected to fall below 45 deg F, uniformly heat water and aggregates before mixing to obtain a concrete mixture temperature of not less than 50 deg F for sections with least dimension of 12 inches and over; and not less than 60 deg F for sections less than 12 inches in the least dimension; and not more than 80 deg F at point of placement. 1. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. 2. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise accepted in mix designs. G. Hot -Weather Placement: When hot weather conditions exist that would impair quality and strength of concrete, place concrete complying with ACI 305R "Standard Specification for Hot -Weather Concreting" and as specified. 1. Cool ingredients before mixing to maintain concrete temperature at time of placement to below 90 deg F. Mixing water may be chilled or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 2. Cover reinforcing steel with water -soaked burlap if it becomes too hot, so that steel temperature will not exceed the ambient air temperature immediately before embedding in concrete. 3. Fog spray forms, reinforcing steel, and subgrade just before placing concrete. Keep subgrade moisture uniform without puddles or dry areas. 4. Use water -reducing retarding admixture when required by high temperatures, low humidity, or other adverse placing conditions, as acceptable to Architect. CAST -IN -PLACE CONCRETE 03300 - 6 Gardens on Spring Creek - Children's Garden 3/05 3.8 FINISHING FORMED SURFACES A. Rough -Formed Finish: Provide a rough -formed finish on formed concrete surfaces not exposed to view in the finished Work or concealed by other construction. This is the concrete surface having texture imparted by form -facing material used, with tie holes and defective areas repaired and patched, and fins and other projections exceeding 1/4 inch in height rubbed down or chipped off. 3.9 MISCELLANEOUS CONCRETE ITEMS A. Bases and Foundations: Provide machine and equipment bases and foundations as shown on drawings. Set anchor bolts for machines and equipment to template at correct elevations, complying with diagrams or templates of manufacturer furnishing machines and equipment. 3.10 CONCRETE CURING AND PROTECTION A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. In hot, dry, and windy weather protect concrete from rapid moisture loss before and during finishing operations with an evaporation -control material. Apply according to manufacturer's instructions after screeding and bull floating, but before power floating and troweling. B. Initially, the concrete temperature shall be maintained at or above 70 deg F for 3 days or at or above 50 deg F for 7 days. Continue curing as required to achieve the specified 28-day strength. C. Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. Weather permitting, keep continuously moist for not less than 7 days. D. Curing Methods: Cure concrete according to ACI 308.1 by curing compound, by moist curing, by moisture -retaining cover curing (if concrete will be hidden from view), or by combining these methods, as specified. E. Apply curing (and sealing where specified) compound on exterior slabs and curbs as follows: 1. Apply curing (and sealing where specified) compound to concrete slabs as soon as final finishing operations are complete (within two hours and after surface water sheen has disappeared). Apply uniformly in continuous operation by power spray or roller according to manufacturer's directions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period. 2. Use membrane curing compounds that will not affect surfaces to be covered with finish materials applied directly to concrete. F. Curing Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaces, by moist curing with forms in place for the full curing period or until forms are removed. If forms are removed, continue curing by methods specified above, as applicable. G. Comply with ACI 306.1 for cold -weather protection and ACI 305R for hot -weather protection during curing. 3.11 REUSING FORMS A. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or otherwise damaged form -facing material will not be acceptable for exposed surfaces. Apply new form -coating compound as specified for new formwork. CAST -IN -PLACE CONCRETE 03300 - 7 Gardens on Spring Creek - Children's Garden 3/05 B. When forms are extended for successive concrete placement, thoroughly clean surfaces, remove fins and laitance, and tighten forms to close joints. Align and secure joint to avoid offsets. Do not use patched forms for exposed concrete surfaces except as acceptable to Architect. 3.12 CONCRETE SURFACE REPAIRS A. Repair concealed formed surfaces, where possible, containing defects that affect the concrete's durability. If defects cannot be repaired, remove and replace the concrete. B. Perform structural repairs with prior approval of Architect for method and procedure, using specified epoxy adhesive and mortar. C. Repair methods not specified above may be used, subject to acceptance of Architect. D. Remove and replace concrete that cannot be repaired and patched to satisfaction of Owner. 3.13 QUALITY CONTROL TESTING DURING CONSTRUCTION A. General: The Owner shall employ a qualified, independent testing and inspection agency to perform field tests and inspections and to submit test reports. Contractor shall provide Owner's testing and inspection agency with a minimum of 24 hours notice prior to all required inspections. B. Sampling and testing for quality control during concrete placement shall be performed in accordance with ACI 301 and include the following: Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with ASTM C 94. a. Slump: ASTM C 143; one test at point of discharge for each day's pour and for each set of compression tests of each type of concrete; additional tests when concrete consistency seems to have changed. b. Air Content: ASTM C 173, volumetric method for lightweight or normal weight concrete; ASTM C 231, pressure method for normal weight concrete; one for each day's pour and for each set of compression tests of each type of air -entrained concrete. Unit weight shall also be recorded. C. Concrete Temperature: ASTM C 1064; one test hourly when air temperature is 40 deg F and below, when 80 deg F and above, and one test for each set of compressive -strength specimens. d. Compression Test Specimen: ASTM C 31; one set of five standard cylinders for each compressive -strength test, unless otherwise directed. Mold and store cylinders for laboratory -cured test specimens except when field -cured test specimens are required. e. Compressive -Strength Tests: ASTM C 39; one set for each day's pour exceeding 5 cu. yd. plus additional sets for each 50 cu. yd. more than the first 25 cu. yd. of each concrete class placed in any one day; one specimen tested at 7 days, one specimen tested at 14 days, two specimens tested at 28 days, and one specimen retained in reserve for later testing if required. 2. When total quantity of a given class of concrete is less than 50 cu. yd., Architect may waive strength testing if adequate evidence of satisfactory strength is provided. C. Test results shall be reported in writing to Architect, Structural Engineer, ready -mix producer, and Contractor within 24-hours after tests. Reports of compressive strength tests shall contain the Project identification name and number, date of concrete placement, name of concrete testing service, concrete type and class, location of concrete batch in structure, design compressive strength at 28-days, concrete CAST -IN -PLACE CONCRETE 03300 - 8 Gardens on Spring Creek - Children's Garden 3/05 mix proportions and materials, compressive breaking strength and type of break for all 7-day, 14-day and 28-day tests, slump of concrete, unit weight, temperature of concrete as placed and air content. D. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted but shall not be used as the sole basis for acceptance or rejection. E. Additional Tests: The testing agency will make additional tests of in -place concrete, at the expense of the Contractor, when test results indicate specified concrete strengths and other characteristics have not been attained in the structure, as directed by Architect. Testing agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42, or by other methods as directed. END OF SECTION 03300 CAST -IN -PLACE CONCRETE 03300 - 9 Gardens on Spring Creek - Children's Garden 4/05 SECTION 04400 - STONE MASONRY PART 1 - GENERAL 1.1 SCOPE - BASE BID Furnish all labor, materials, supplies, equipment and transportation, and perform all operations in connection with and reasonably incidental to the complete installation of sandstone walls, sandstone steps, sandpit sandstone border and amphitheater seat rocks on the drawings and as specified herein. Items of work specifically included are: A. Drylaid sandstone walls. B. Sandstone veneer walls anchored to concrete backup. C. Drylaid sandstone steps D. Amphitheater seat rocks E. Sandpit sandstone border 1.2 RELATED WORK A. Division 3 Section "Cast -in -Place Concrete". 1.3 QUALITY ASSURANCE A. All stripstone for drylaid sandstone and sandstone veneer walls to be buff color to match existing stonework on site. B. Single Source Responsibility for Stone: Obtain each color, grade, finish, type and variety of stone from a single quarry with resources to provide materials of consistent quality in appearance and physical properties, including the capacity to cut and finish material without delaying the progress of the work. An acceptable stone source is: Stone Wholesale, 11585 N. Highway 287, Laporte, CO 80535, contact Jim Striggow 970- 221-0057. C. Craftsmanship: 1. Drylaid sandstone wall and sandstone veneer walls to match in materials and finished appearance. 1.4 SUBMITTALS A. Furnish three samples of sandstone for walls and 2 for steps showing extreme variations in color and texture for review by Owner before ordering stone from the quarry. 1.5 PRODUCT DELIVERY, STORAGE AND HANDLING: A. Storage: Store stone off the ground to prevent contamination by mud, dust or materials likely to cause staining or other defects. Do not place materials in such a manner as to limit access to other work. STONE MASONRY 04400 - 1 Gardens on Spring Creek - Children's Garden 4/05 B. Protection: Protect all materials from the elements with covers, if necessary. C. Store cementitious ingredients in weather -tight enclosure to protect against contamination and warehouse set. Protect from freezing. Protect additive from temperature extremes in accordance with manufacturer's recommendations. PART 2 - MATERIALS 2.1 DRYLAID SANDSTONE WALLS, SANDSTONE VENEER WALLS, SANDSTONE STEPS, AMPHITHEATER SEAT ROCKS & SANDPIT SANDSTONE BORDER A. Type: Sandstone, Buff color, to match color and finish of existing sandstone walls in the Gardens on Spring Creek Horticulture Center, free of defects detrimental to appearance or durability. B. Surface: Top and bottom surface shall be smooth and not vary more than 1/8 inch from a continuous plane. Front and back sides shall be guillotine cut and shall not vary more than 1/2 inch from a continuous plane. Ends shall be clipped straight and not vary more than 10'degrees from vertical. Angle of end surfaces shall be perpendicular to front surface except where required for wall radius. C. Proportions: All stones shall be longer (L) than high (H). Range of proportions for all stones in place shall fall between 3L:1H and 6L:1H. D. Size Distribution for walls: Stones installed in walls shall meet the following size distribution: 1. 25% shall have a face area greater than 18 square inches and less than 48 square inches. 2. 60% shall have a face area greater than 48 square inches and less than 100 square inches. 3. 15% shall have a face area greater than 100 square inches and less than 200 square inches. E. Size: 1. Sandstone Veneer Walls: Width 3 inches, height 2-6 inches, length 6-20 inches. 2. Drylaid Sandstone Walls: Width 10 inches, height 2-8 inches, length 10-36 inches. 3. Drylaid Sandstone Steps: Width 16-18 inches, height 6-8 inches, length 20-36 inches. 4. Amphitheater Seat Rocks: Width 18-20 inches, height 14-20 inches, length 18-36 inches 5. Sandpit Sandstone Border: Width 12-14 inches, height 4-6 inches, length 12-24 inches. 2.2 MORTAR A. Portland Cement: ASTM C150-84, Type I, low alkali (0.60% maximum Na20 + 0.658 K20), non air - entering, gray color. B. Mortar Aggregate: Sand per ASTM C144, clean, natural. C. Hydrated Lime: ASTM C207-79, Type S. D. Water: Potable. E. Color: To match existing mortared walls. Submit sample. PART 3-EXECUTION 3.1 PREPARATION STONE MASONRY 04400 - 2 Gardens on Spring Creek - Children's Garden 4/05 A. Verify that items built in under other sections are properly located and sized. B. Verify concrete foundations, walls and columns are properly constructed and located, and built to the elevations shown on the drawings. C. Establish lines, levels and coursing. Protect from disturbance. D. Surfaces of concrete to receive stone veneer shall be cleaned of substances which may reduce bonding with mortar. 3.2 MORTAR PROPORTIONS A. Mortar for all stone veneer cap and fascia masonry shall have the following proportions by volume: 1 part Portland Cement 1/2 part hydrated lime 4 1/2 parts aggregate (measured in a damp, loose condition) Water/Additive Solution: As required for workability, in solution form. Mix in a 4:1 (water/additive) solution; otherwise in strict accordance with manufacturer's recommendations. B. Mix all materials in a mechanical mixer for a minimum of 5 minutes using sequence recommended by additive manufacturer (e.g., water/additive solution mixed first). Add extra water/additive solution as required until mortar is of a satisfactory, workable consistency. If mortar begins to stiffen from evaporation or absorption of mixing water, retemper immediately with water/additive solution. 3.3 SANDSTONE VENEER WALL INSTALLATION A. Arrange stone in random ashlar pattern and provide joint work consistent with existing stonework on site. B. Set stone in full mortar setting bed to support stone over full bearing surface and to establish joint dimensions. C. Mortar joints shall be allowed to vary from 3/8 inch to 1/2 inch in width. D. Rake all joints 1/2-inch deep. E. Thoroughly fill all voids between back surface of stone with mortar as work progresses. 3.4 DRYLAID STONE WALL INSTALLATION A. Arrange stone in random ashlar pattern, all stones level. B. Mortar capstone if rocking occurs. Mortar joints shall not be visible from face of wall. Wall to appear drylaid. 3.5 DRYLAID SANDSTONE STEPS INSTALLATION A. Arrange stone as shown in detail, all stones level. STONE MASONRY 04400 - 3 Gardens on Spring Creek - Children's Garden 4/05 3.6 SANDPIT SANDSTONE BORDER INSTALLATION A. Arrange stone without gaps as shown on plans, all stones sloped to drain as shown in detail. 3.7 TOLERANCES A. Variations from level for walls shall not exceed 1/4 inch. B. Broken, marred or otherwise unacceptable stone, and variations greater than tolerances stated may be grounds for rejection of walls or portions of walls by Owner's Representative. Rejected installations shall be removed and reinstalled without additional cost to the Landscape Architect. 3.8 CLEANING A. MasonrySurface: Clean with brushes and water. If cleaning agent is needed, test on sample wall panel and obtain review of Owner's Representative. Upon review, proceed. Apply to small sections of wall in accordance with manufacturer's recommendations. END OF SECTION 04400 STONE MASONRY 04400 - 4 Gardens on Spring Creek - Children's Garden 4105 SECTION 05521 - PIPE AND TUBE RAILINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: Steel pipe and tube railings. 1.3 PERFORMANCE REQUIREMENTS A. General: In engineering railings to withstand structural loads indicated, determine allowable design working stresses of railing materials based on the following: Steel: 72 percent of minimum yield strength. B. Structural Performance: Provide railings capable of withstanding the effects of gravity loads and thA following loads and stresses within limits and under conditions indicated: Handrails: a. Uniform load of 50 lbf/ ft. applied in any direction. b. Concentrated load of 200 lbf applied in any direction. C. Uniform and concentrated loads need not be assumed to act concurrently. C. Thermal Movements: Provide exterior railings that allow for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures by preventing buckling, opening of joints, overstressing of components, failure of connections, and other detrimental effects. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime - sky heat loss. 1. Temperature Change (Range): 120 deg F , ambient; 180 deg F , material surfaces. D. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating metals and other materials from direct contact with incompatible materials. 1.4 SUBMITTALS A. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work. PIPE AND TUBE RAILINGS 05521 - 1 Gardens on Spring Creek - Children's Garden 4/05 1.5 QUALITY ASSURANCE A. Source Limitations: Obtain each type of railing through one source from a single manufacturer. B. Welding: Qualify procedures and personnel according to the following: 1. AWS 131.1, "Structural Welding Code --Steel." 1.6 PROJECT CONDITIONS A. Field Measurements: Verify actual locations of walls and other construction contiguous with railings by field measurements before fabrication and indicate measurements on Shop Drawings. 1. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish dimensions and proceed with fabricating railings without field measurements. Coordinate wall and other contiguous construction to ensure that actual dimensions correspond to established dimensions. 2. Provide allowance for trimming and fitting at site. 1.7 COORDINATION AND SCHEDULING A. Coordinate installation of anchorages for railings. Furnish setting drawings, templates, and directions for installing anchorages. Deliver such items to Project site in time for installation. PART2-PRODUCTS 2.1 METALS, GENERAL A. Metal Surfaces, General: Provide materials with smooth surfaces, without seam marks, roller marks, rolled trade names, stains, discolorations, or blemishes. B. Brackets, Flanges, and Anchors: Cast or formed metal of same type of material and finish as supported rails, unless otherwise indicated. 2.2 STEEL AND IRON A. Tubing: ASTM A 500 (cold formed) or ASTM A 513, Type 5 (mandrel drawn). B. Pipe: ASTM A 53/A 53M, Type F or Type S, Grade A, Standard Weight (Schedule 40), unless another grade and weight are required by structural loads. 1. Provide galvanized finish for exterior installations and where indicated. C. Plates, Shapes, and Bars: ASTM A 36/A 36M. D. Castings: Either gray or malleable iron, unless otherwise indicated. 1. Gray Iron: ASTM A 48/A 48M, Class 30, unless another class is indicated or required by structural loads. 2. Malleable Iron: ASTM A 47/A 47M. PIPE AND TUBE RAILINGS 05521 -2 1) Substantial Completion: Five Hundred Dollars ($500) for each calendar day or fraction thereof that expires after the Ninety Five (95) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: ($ ), $ Dollars, in accordance with Section 00300, attached and incorporated herein by this reference. 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 ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, progress payments will be in the amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. 90% of the value of Work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 5% of the Contract Price, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 90% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in 9/12/01 Section 00520 Page 2 Gardens on Spring Creek - Children's Garden 2.3 FABRICATION 4/05 A. General: Fabricate railings to comply with requirements indicated for design, dimensions, member sizes and spacing, details, finish, and anchorage, but not less than that required to support structural loads. B. Assemble railings in the shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. Use connections that maintain structural value of joined pieces. C. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of approximately 1/32 inch , unless otherwise indicated. Remove sharp or rough areas on exposed surfaces. D. Form work true to line and level with accurate angles and surfaces. E. Fabricate connections that will be exposed to weather in a manner to exclude water. Provide weep holes where water may accumulate. F. Cut, reinforce, drill, and tap as indicated to receive finish hardware, screws, and similar items. G. Connections: Fabricate railings with welded connections, unless otherwise indicated. H. Welded Connections: Cope components at connections to provide close fit, or use fittings designed for this purpose. Weld all around at connections, including at fittings. 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove flux immediately. 4. At exposed connections, finish exposed surfaces smooth and blended so no roughness shows after finishing and welded surface matches contours of adjoining surfaces. I. Form changes in direction as follows: 1. As detailed. 2. By bending. 3. By radius bends of radius indicated. J. Form simple and compound curves by bending members in jigs to produce uniform curvature for each repetitive configuration required; maintain cross section of member throughout entire bend without buckling, twisting, cracking, or otherwise deforming exposed surfaces of components. K. Close exposed ends of railing members with prefabricated end fittings. 2.4 FINISHES A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. Finish metal fabrications after assembly. B. Steel and Iron Finishes: Hot -dip galvanize items as indicated to comply with ASTM A 123/A 123M or ASTM A 153/A 153M as applicable. PIPE AND TUBE RAILINGS 05521 -3 Gardens on Spring Creek- Children's Garden 4/05 2. Preparation for Shop Priming: Prepare uncoated ferrous -metal surfaces to comply with requirements indicated below for environmental exposure conditions of installed metal fabrications: C. Color a. (SSPC Zone 113) SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning." b. Shop Priming: Apply shop primer to uncoated surfaces of metal fabrications, except those with galvanized finishes and those to be embedded in concrete, sprayed -on fireproofing, or masonry, to comply with SSPC-PA 1, "Paint Application Specification No. 1: Shop, Field, and Maintenance Painting," for shop painting. C. Blast -clean steel surfaces as recommended by coating manufacturer and according to SSPC-SP6. d. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming. e. Touch up bare areas and shop -applied prime coats that have been damaged. Wire brush, solvent clean, and touch up with same primer as the shop coat. Galvanized Steel Handrail - Tiger Drylac Powder Coating RAL 8028, 49/66500 PART 3-EXECUTION 3.1 INSTALLATION, GENERAL A. Perform cutting, drilling, and fitting required for installing railings. Set railings accurately in location, alignment, and elevation; measured from established lines and levels and free of rack. 1. Do not weld, cut, or abrade surfaces of railing components that have been coated or finished after fabrication and that are intended for field connection by mechanical or other means without further cutting or fitting. 2. Align rails so variations from level for horizontal members and variations from parallel with rake of steps and ramps for sloping members do not exceed 1/4 inch in 12 feet . B. Adjust railings before anchoring to ensure matching alignment at abutting joints. C. Fastening to In -Place Construction: Use anchorage devices and fasteners where necessary for securing railings and for properly transferring loads to in -place construction. 3.2 RAILING CONNECTIONS A. Welded Connections: Use fully welded joints for permanently connecting railing components. Comply with requirements for welded connections in Part 2 "Fabrication" Article whether welding is performed in the shop or in the field. 3.3 ATTACHING HANDRAILS TO WOOD POSTS A. Locate brackets as indicated or, if not indicated, at spacing required to support structural loads. B. Railing Fabricator to design attachment: Provide shop drawings for Owner's Approval. PIPE AND TUBE RAILINGS 05521 - 4 Gardens on Spring Creek - Children's Garden 3.4 PROTECTION 4/05 A. Protect finishes of railings from damage during construction period with temporary protective coverings approved by railing manufacturer. Remove protective coverings at time of Substantial Completion. Restore finishes damaged during installation and construction period so no evidence remains of correction work. Return items that cannot be refinished in the field to the shop; make required alterations and refinish entire unit, or provide new units. END OF SECTION 05521 PIPE AND TUBE RAILINGS 05521 - 5 Gardens on Spring Creek - Children's Garden 4/05 SECTION 06100 - ROUGH CARPENTRY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Framing with dimension lumber. 1.3 DEFINITIONS A. Exposed Framing: Framing not concealed by other construction. B. Dimension Lumber: Lumber of 2 inches nominal or greater but less than 5 inches nominal in least dimension. C. Lumber grading agencies, and the abbreviations used to reference them, include the following: 1. NeLMA: Northeastern Lumber Manufacturers' Association. 2. NLGA: National Lumber Grades Authority. 3. SPIB: The Southern Pine Inspection Bureau. 4. WCLIB: West Coast Lumber Inspection Bureau. 5. WWPA: Western Wood Products Association. 1.4 SUBMITTALS A. Material Certificates: For dimension lumber specified to comply with minimum allowable unit stresses. Indicate species and grade selected for each use and design values approved by the ALSC Board of Review. 1.5 QUALITY ASSURANCE A. Source Limitations for Engineered Wood Products: Obtain each type of engineered wood product through one source from a single manufacturer. B. Forest Certification: For the following wood products, provide materials produced from wood obtained from forests certified by an FSC-accredited certification body to comply with FSC 1.2, "Principles and Criteria": 1. Dimension lumber framing. 2. Rim boards. ROUGH CARPENTRY 06100 - 1 Gardens on Spring Creek - Children's Garden 1.6 DELIVERY, STORAGE, AND HANDLING 4/05 A. Stack lumber flat with spacers between each bundle to provide air circulation. Provide for air circulation around stacks and under coverings. PART 2-PRODUCTS 2.1 WOOD PRODUCTS, GENERAL A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, provide lumber that complies with the applicable rules of any rules -writing agency certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated. 1. Factory mark each piece of lumber with grade stamp of grading agency. 2. For exposed lumber indicated to receive a stained or natural finish, omit grade stamp and provide certificates of grade compliance issued by grading agency. 3. Where nominal sizes are indicated, provide actual sizes required by DOC PS 20 for moisture content specified. Where actual sizes are indicated, they are minimum dressed sizes for dry lumber. 4. Provide dressed lumber, S4S, unless otherwise indicated. B. Engineered Wood Products: Provide engineered wood products acceptable to authorities having jurisdiction and for which current model code research or evaluation reports exist that show compliance with building code in effect for Project. Allowable Design Stresses: Provide engineered wood products with allowable design stresses, as published by manufacturer, which meet or exceed those indicated. Manufacturer's published values shall be determined from empirical data or by rational engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing agency. 2.2 WOOD -PRESERVATIVE -TREATED LUMBER A. Preservative Treatment by Pressure Process: AWPA C2, except that lumber that is not in contact with the ground and is continuously protected from liquid water may be treated according to AWPA C31 with inorganic boron (SBX). 1. Preservative Chemicals: Acceptable to authorities having jurisdiction. 2. For exposed items indicated to receive a stained or natural finish, use chemical formulations that do not require incising, contain colorants, bleed through, or otherwise adversely affect finishes. B. Kiln -dry lumber after treatment to a maximum moisture content of 19 percent. Do not use material that is warped or does not comply with requirements for untreated material. C. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review. For exposed lumber indicated to receive a stained or natural finish, omit marking and provide certificates of treatment compliance issued by inspection agency. D. Application: Treat all rough carpentry, unless otherwise indicated. ROUGH CARPENTRY 06100 - 2 Gardens on Spring Creek - Children's Garden 2.3 DIMENSION LUMBER FRAMING 4/05 A. Maximum Moisture Content: 15 percent . B. Joists, Rafters, and Other Framing Not Listed Above: Construction or No. 2 grade and any of the following species: 1. Hem -fir (north); NLGA. 2. Southern pine; SPIB. 3. Douglas fir -larch; WCLIB or WWPA. 4. Mixed southern pine; SPIB. 5. Spruce -pine -fir; NLGA. 6. Douglas fir -south; WWPA. 7. Hem -fir; WCLIB or WWPA. 8. Douglas fir -larch (north); NLGA. 9. Spruce -pine -fir (south); NeLMA, WCLIB, or WWPA. 2.4 FASTENERS A. General: Provide fasteners of size and type indicated that comply with requirements specified in this Article for material and manufacture. 1. Where rough carpentry is exposed to weather, in ground contact, pressure -preservative treated, or in area of high relative humidity, provide marine grade fasteners with hot -dip zinc coating complying with ASTM A 153/A 153M. B. Power -Driven Fasteners: NES NER-272. C. Wood Screws: ASME B18.6.1. D. Lag Bolts: ASME B18.2.1 . E. Bolts: Steel bolts complying with ASTM A 307, Grade A ; with ASTM A 563 hex nuts and, where indicated, flat washers. PART 3-EXECUTION 3.1 A. B. INSTALLATION, GENERAL Framing Standard: Comply with AF&PA's "Details for Conventional Wood Frame Construction," unless otherwise indicated. Framing with Engineered Wood Products: Install engineered wood products to comply with manufacturer's written instructions. C. Do not splice structural members between supports, unless otherwise indicated. D. Sort and select lumber so that natural characteristics will not interfere with installation or with fastening other materials to lumber. Do not use materials with defects that interfere with function of member or pieces that are too small to use with minimum number of joints or optimum joint arrangement. E. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative -treated lumber. ROUGH CARPENTRY 06100 - 3 Gardens on Spring Creek - Children's Garden 4/05 1. Use inorganic boron for items that are continuously protected from liquid water. 2. Use copper naphthenate for items not continuously protected from liquid water. F. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following: 1. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code. 2. Table 23-II-B-1, "Nailing Schedule," and Table 23-II-B-2, "Wood Structural Panel Roof Sheathing Nailing Schedule," in ICBO's Uniform Building Code. 3. Table 2305.2, "Fastening Schedule," in BOCA's BOCA National Building Code. 4. Table 2306.1, "Fastening Schedule," in SBCCI's Standard Building Code. 5. Table R602.3(1), "Fastener Schedule for Structural Members," and Table R602.3(2), "Alternate Attachments," in ICC's International Residential Code for One- and Two -Family Dwellings. 6. Table 602.3(1), "Fastener Schedule for Structural Members," and Table 602.3(2), "Alternate Attachments," in ICC's International One- and Two -Family Dwelling Code. G. Use galvanized wire nails, unless otherwise indicated. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting wood; do not countersink nail heads, unless otherwise indicated. H. For exposed work, arrange fasteners in straight rows parallel with edges of members, with fasteners evenly spaced, and with adjacent rows staggered. 1. Comply with approved fastener patterns where applicable. 2. Use finishing nails, unless otherwise indicated. Do not countersink nail heads. 3.2 DECK JOIST FRAMING INSTALLATION A. General: Install deck joists with crown edge up and support ends of each member with not less than 1-1/2 inches of bearing on wood or metal, or 3 inches on masonry. Attach deck joists as follows: Where framed into wood supporting members, by using wood ledgers as indicated or, if not indicated, by using metal joist hangers. B. Do not notch in middle third of joists; limit notches to one -sixth depth of joist, one-third at ends. Do not bore holes larger than 1/3 depth of joist; do not locate closer than 2 inches from top or bottom. C. Anchor members paralleling masonry with 1/4-by-1-1/4-inch metal strap anchors spaced not more than 96 inches o.c., extending over and fastening to 3 joists. Embed anchors at least 4 inches into grouted masonry with ends bent at right angles and extending 4 inches beyond bend. D. Provide bridging of type indicated below, at intervals of 96 inches o.c., between joists. 1. Diagonal wood bridging formed from bevel -cut, 1-by-3-inch nominal- size lumber, double- crossed and nailed at both ends to joists. 2. Steel bridging installed to comply with bridging manufacturer's written instructions. 3.3 PROTECTION A. Protect wood that has been treated with inorganic boron (SBX) from weather. If, despite protection, inorganic boron -treated wood becomes wet, apply EPA -registered borate treatment. Apply borate solution by spraying to comply with EPA -registered label. ROUGH CARPENTRY 06100 - 4 Gardens on Spring Creek - Children's Garden 4105 B. Protect rough carpentry from weather. If, despite protection, rough carpentry becomes wet, apply EPA - registered borate treatment. Apply borate solution by spraying to comply with EPA -registered label. END OF SECTION 06100 ROUGH CARPENTRY 06100 - 5 Gardens on Spring Creek - Children's Garden 4/05 SECTION 06150 - WOOD PLASTIC COMPOSITE DECKING AND RAISED PLANTER PART1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Wood plastic composite made primarily from equal parts of reclaimed hardwood sawdust and reclaimed/recycled polyethylene plastic, not used for framing or structural members for use on boardwalk decking, raised planter, header & porous paver edging. 2. Fasteners. B. Related Sections include the following: Division 6 Section "Rough Carpentry" for dimension lumber items associated with wood decking. 1.3 REFERENCES A. American Society for Testing and Materials (ASTM): 1. ASTM A123 Standard Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products. 2. ASTM A307 Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile Strength. 3. ASTM C177 Standard Test Method for Steady -State Heat Flux Measurements and Thermal Transmission 4. ASTM D143 Standard Methods of Testing Small Clear Specimens of Timber. 5. ASTM D198 Standard Test Methods of Static Tests of Lumber in Structural Sizes. 6. ASTM D1037 Standard Test Methods for Evaluating Properties of Wood -Base Fiber and Particle Panel Materials. 7. ASTM D1413 Standard Test Method for Wood Preservatives by Laboratory Soil -Block Cultures. 8. ASTM D1761 Standard Test Methods for Mechanical Fasteners in Wood. 9. ASTM D1929 Standard Test Method for Determining Ignition Temperature of Plastics. 10. ASTM D2047 Standard Test Method for Static Coefficient of Friction of Polish -Coated Floor Surfaces as Measured by the James Machine. 11. ASTM D2394 Standard Method for Simulated Service Testing of Wood and Wood -Base Finish Flooring. 12. ASTM D2395 Standard Test Methods for Specific Gravity of Wood and Wood -Based Materials. 13. ASTM D4761 Standard Test Methods for Mechanical Properties of Lumber and Wood -Base Structural Material. 14. ASTM E84 Standard Test Method for Surface Burning Characteristics of Building Materials. 15. ASTM F1667 Standard Specification for Driven Fasteners: Nails, Spikes, and Staples. WOOD PLASTIC COMPOSITE DECKING AND RAISED PLANTER 06150 - 1 Gardens on Spring Creek - Children's Garden B. Federal Specifications (FS): 1. FS FF-S-I11D Screws, Wood. 2. FF-S-325 Expansion Shields. C. American National Standards Institute (ANSI): 1. ANSI B18.2.1 Square and Hex Bolts and Screws, Inch Series. D. International Conference of Building Officials (ICBO): 1. ICBO Report ER-5747 Plastics (188) - Trex Wood -Polymer Composite Lumber. 2. Uniform Building Code, 1997. 3. International Building Code, 2000. 4. International Residential Code, 2000, E. National Evaluation Service, Inc., Reports (NER): 1. NER-508 Trex Composite Lumber. F. Building Officials and Code Administrators (BOCA): 1. BOCA National Building Code, 1999. G. Southern Building Code Congress International (SBCCI): 1. Standard Building Code, 1999. H. Trex Company: 1. Trex Contractors Handbook. 2. Trex Decking Span Chart. I. U.S. Environmental Protection Agency (EPA): I . EPA Toxicity Test TCLP 1113 1.4 SYSTEM DESCRIPTION A. Design Requirements: I. Structural Properties: Ultimate Value/Design Value: a. Compression Parallel to Length (ASTM D198): 1806 psi/550 psi. b. Compression Perpendicular to Length (ASTM D143): 1944 psi/625 psi. C. Tensile Strength (ASTM D198): 854 psi/250 psi. d. Shear Strength (ASTM D143): 561 psi/200 psi. e. Modulus of Rupture (ASTM D4761): 1423 psi/250 psi. f. Modulus of Elasticity (ASTM D4761): 175,000 psi/100,000 psi. 4/05 WOOD PLASTIC COMPOSITE DECKING AND RAISED PLANTER 06150 - 2 accordance with paragraph 14.7 of the General Conditions or as provided by law. 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 ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. 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 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, 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. 6.4. 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 Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and 9/12/01 Section 00520 Page 3 Gardens on Spring Creek - Children's Garden 1.5 SUBMITTALS 4/05 A. General: Submit listed submittals in accordance with Conditions of the Contract and Division 1 Submittal Procedures B. Product Data: Submit manufacturer's product data and installation instructions including details of anchors, hardware and fasteners. C. Samples: Submit selection and verification samples of decking in color and thickness as selected by Architect. D. Quality Assurance/Control Submittals: Submit the following 1. Certificates: Submit manufacturer's certificate that products meet or exceed specified requirements. E. Closeout Submittals: Submit the following: 1. Warranty documents specified herein. 1.6 QUALITY ASSURANCE A. Installer Qualifications: Utilize an installer having demonstrated experience on projects of similar size and complexity. B. Regulatory Requirements and Approvals: 1. The National Evaluation Service Committee: a. BOCA National Building Code, 1999. b. Standard Building Code, 1999. C. International Building Code, 2000. d. International Residential Code, 2000, subject to Report No. NER-508 Conditions of Use. 2. The International Conference of Building Officials: a. Uniform Building Code, 1997. b. International Building Code, 2000. C. International Residential Code, 2000, subject to Report No. ICBO ES ER-5747 Conditions of Use. 1.7 DELIVERY, STORAGE & HANDLING A. General: Comply with Division 1 Product Requirement Section. B. Delivery: Deliver materials in manufacturer's original, unopened, undamaged palletized units with identification labels intact. C. Storage and Protection: Store materials protected from exposure to harmful environmental conditions and at temperature and humidity conditions recommended by the manufacturer. 1. Immediately upon delivery to jobsite, place materials in area protected from weather. 2. Take special care when handling. WOOD PLASTIC COMPOSITE DECKING AND RAISED PLANTER 06150 - 3 Gardens on Spring Creek - Children's Garden 4/05 3. Store composite lumber decking on a flat surface. 4. When stacking palleted units, start supports at each end and spaced 24" (610 mm) oc. 5. Line up supports vertically. 1.8 WARRANTY A. Project Warranty: Refer to Conditions of the Contract for project warranty provisions. Manufacturer's Warranty: Submit, for Owner's acceptance, manufacturer's standard warranty document executed by authorized company official. Manufacturer's warranty is in addition to, and not a limitation of, other rights Owner may have under contract documents. Provide manufacturer's fully transferable limited warranty against splintering, splitting, checking, rot, decay and termite damage. PART 2 -PRODUCTS 2.1 WOOD COMPOSITE LUMBER A. Manufacturer: Trex Company. Contact: 160 Exeter Drive, Winchester, VA 22603-8605; Telephone: (800) 289-8739; Fax: (540) 542-6890; E-mail: marketingoaprex.com; website: www.trex.com. B. Proprietary Products/Systems: Wood composite lumber, including the following: Trex Wood Composite Lumber Decking: a. Material Description: Solid composite material consists of approximately 50% wood fibers by weight with the remainder of the material being a thermoplastic polymer plastic material. b. Size(s): As indicated on drawings. C. Color: Woodland Brown. d. Flash Point (ASTM D1929): > 698 degrees F (370 degrees C). e. Flammability (ASTM E84): Flamespread index 80, smoke developed index 285. f. Auto Flammability: > 743 degrees F (395 degrees Q. g. Solubility in Water: Negligible. h. Toxicity (EPA Test TCLP1113): Passes. i. Abrasion Resistance (ASTM D2394): 0.01" (0.25 mm) wear/1000 revs. j. Hardness (ASTM D143): 1124 lb (510 kg). k. Self -Ignition Temperature (ASTM D1929): 743 degrees F (395 degrees C). I. Flash Ignition Temperature (ASTM D1929): 698 degrees F (370 degrees C). In. Flamespread (ASTM E84): 80. n. Water Absorption (sanded surface) (ASTM D1037, 24 hour immersion): 4.3%. o. Water Absorption (unsanded surface) (ASTM D1037, 24 hour immersion): 1.7%. P. Expansion/Contraction Properties: Thermal Typical Trex Wood Polymer lumber values for Coefficient of Thermal Expansion/Contraction (36" (914 mm) long samples) Width: 35.2 x 10-6 to 42.7 x 10-6, Length: 16.1 x 10-6 to 19.2 x 10-6. q. Expansion,/Contraction Properties: Moisture typical Trex Wood Polymer lumber values for Long Term Water Immersion (36" (914 mm) long samples): Width -3%. Constant High Humidity (6" (152 mm) long samples): Width -1%. r. Nail Withdrawal, 8d common wire nail (ASTM D1761): 163 Win (198 N/m). WOOD PLASTIC COMPOSITE DECKING AND RAISED PLANTER 06150 - 4 Gardens on Spring Creek - Children's Garden S. Screw Withdrawal, No. 10 wood screw (ASTM D1761): 558 lb/in (679 N/m). t. Static Coefficient of Friction - Dry (ASTM D2047): 0.53/0.55. U. Static Coefficient of Friction - Dry (ASTM D1679): 0.59/0.70. V. Static Coefficient of Friction - Wet (ASTM D1679): 0.70/0.75. W. Fungus Resistance (White/Brown Rot) (ASTM D1413): Rating = No decay. X. Termite Resistance (AWPAE1-72): Rating = 9.6. Y. Specific Gravity (typical) (ASTM D2395): 0.91 - 0.95. Z. Thermal Conductivity (ASTM C177): 1.57 Btu-in/hr-ft@ 85 degrees F. 2.2 PRODUCT SUBSTITUTIONS A. Substitutions: No substitutions permitted. 2.3 ACCESSORIES 4/05 A. Hardware: Provide all necessary nails, spikes, screws, clips and bolts required for proper installation of wood composite lumber decking. Sizes and quantities as required by code authority having jurisdiction, unless more stringent requirements specified elsewhere. Bolts, Exterior Use: a. Material Standard: Comply with ASTM A307, with standard washers. b. Finish: Galvanized, ASTM A123. C. Size: Diameter less than or equal to 1/2" (12.7 mm). 2. Lag Screws: a. Material Standard: Comply with ANSI B18.2.1. b. Finish: Hot dipped galvanized for exterior use. 3. Expansion Shields: a. Material Standard: Comply with Fed Spec. FF-S-325, Type 1, Group III, Self -drilling. 4. Nails, General: a. Material Standard: Comply with ASTM F1667. b. Type: Common unless otherwise indicated. C. Finish: Hot dipped galvanized for exterior use. d. Size: Nails shall have a diameter less than or equal to 16d diameter. 5. Wood Screws: a. Material Standard: Comply with FS FF-S-111. b. Size: Screws shall have a diameter less than or equal to No. 12 diameter. PART 3-EXECUTION 3.1 MANUFACTURER'S INSTRUCTIONS A. Comply with the instructions and recommendations of the wood composite lumber manufacturer. WOOD PLASTIC COMPOSITE DECKING AND RAISED PLANTER 06150 - 5 Gardens on Spring Creek - Children's Garden 4/05 1. Comply with the methods detailed in manufacturer's Trex Contractors Handbook. 3.2 EXAMINATION A. Site Verification of Conditions: 1. Verify that site conditions are acceptable for installation of wood composite lumber. 2. Do not proceed with installation of wood composite lumber until unacceptable conditions are corrected. 3.3 INSTALLATION A. Interface with other Work: Coordinate installation with other trades. B. Framing: 1. Erect framing true, plumb and level. 2. Provide temporary bracing as required to maintain lines and levels until permanent members are in place. 3. Install miscellaneous connectors, anchors and accessories as indicated and required for a complete installation. C. Gapping: 1. Ensure boards are gapped end to end and width to width as described in the Trex Contractors Handbook. 2. Use manufacturer's gapping guidelines to calculate end spacing. 3. Work in which board is incorrectly gapped will be rejected. D. Spans: 1. Ensure decking spans do not exceed the requirements of the Trex Decking Span Chart. 2. Work in which boards are incorrectly spanned will be rejected. 3.4 CLEANING A. Comply with cleaning instructions as described in the Trex Contractors Handbook. 3.5 PROTECTION A. Protect installed work from damage due to subsequent construction activity on the site. END OF SECTION 06150 WOOD PLASTIC COMPOSITE DECKING AND RAISED PLANTER 06150 - 6 Gardens on Spring Creek - Children's Garden SECTION 07142 — GARDEN ROOF OVER HOT FLUID -APPLIED ROOFING ASSEMBLY PART GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section included the following: 1. Surface preparation and substrate treatment. 2. Reinforced waterproofing membrane. 3. Sheet flashings and accessories. 4. Extensive Garden Roof Assembly B. Related Sections: The following Sections contain requirements that relate to this Section: I. Division 2 Section "Exterior Plants" for planting of roof. 2. Division 2 Section "Irrigation" for drip irrigation of planted roof. 3. Division 10 Section "Metal Shade Structure" for construction of roof. 1.3 PERFORMANCE REQUIREMENTS 4/05 A. General: Provide waterproofing that prevents the passage of liquid water under hydrostatic pressure and complies with physical requirements of CAN/CGSB-37.50, "Hot Applied, Rubberized Asphalt for Roofing and Waterproofing," as demonstrated by testing performed by an independent testing agency of manufacturer's current waterproofing formulations. 1.4 SYSTEM DESCRIPTION A. Furnish and install a completed Garden Roof Assembly including Monolithic Membrane 6125EV-FR and flashings, protection/separation course and/or root barrier protection, protection/water retention mat, drainage/water retention component, filter fabric, lightweight engineered soil/growing medium. 1.5 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division I Specification Sections. B. Product Data for each type of waterproofing specified, including manufacturer's printed instructions for evaluating, preparing, and treating the substrate, technical data, and tested physical and performance properties. Shop Drawings showing locations and extent of waterproofing, including details for substrate joints and cracks, sheet flashings, penetrations, and other termination conditions. GARDEN ROOF OVER HOT FLUID -APPLIED ROOFING ASSEMBLY 07142 - 1 Gardens on Spring Creek - Children's Garden 4105 D. Samples, 6-by-6-inch (150-by-150-mm) minimum size, of each waterproofing material required for Project. E. Installer certificates signed by manufacturer certifying that Installers comply with requirements under the "Quality Assurance" Article. Certification from an approved independent testing laboratory experienced in testing this type of material, that the material meets the CGSB 37-GP-50M standard for rubberized asphalt membranes, including applicable ASTM procedures. G. Certification showing full time quality control of production facilities and that each batch of material is tested to insure conformance with the manufacturer's published physical properties. H. Certification showing that all waterproofing components are being supplied by a single -source membrane manufacturer. 1.6 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced installer who is certified in writing by waterproofing manufacturer as qualified to install manufacturer's waterproofing. Approved list of installers available from: T.A.M.P.A. 2222 S. Albion Street, Suite 210, Denver, CO 80222 B. Manufacturer Qualifications: Engage a firm experienced in manufacturing hot fluid -applied waterproofing similar to that indicated for this Project and that has a record of successful in-service performance. C. Single -Source Responsibility: Obtain waterproofing materials from a single manufacturer regularly engaged in manufacturing waterproofing. D. Field Samples: Apply waterproofing field sample to 100 sq. ft. (9.3 sq. m) of deck to demonstrate surface preparation, joint and crack treatment, thickness, and standard of workmanship. Notify Architect one week in advance of the dates and times when field sample will be prepared. When Architect determines that field sample does not meet requirements, reapply waterproofing until field sample is approved. Retain and maintain approved field sample during construction in an undisturbed condition as a standard forjudging the completed waterproofing. An undamaged field sample may become part of the completed Work. E. Preinstallation Conference: Conduct conference at Project site to comply with requirements of Division 1 Section "Project Meetings." Before installing waterproofing, meet with Owner, Architect, consultants, independent testing agency, waterproofing manufacturer, and other concerned entities. Review requirements for waterproofing, including surface preparation specified under other Sections, substrate condition and pretreatment, minimum curing period, forecasted weather conditions, special details and sheet flashings, installation procedures, inspection and testing procedures, and protection and repairs. Notify participants at least 3 working days before conference. The rubberized asphalt membrane product shall contain an inert clay filler to enable the product to be resistant to acids (fertilizers, building washes, and acid rain). Membrane Manufacturer shall have available an in-house technical staff to assist the contractor, when necessary, in application of the products and final inspection of the assembly. GARDEN ROOF OVER HOT FLUID -APPLIED ROOFING ASSEMBLY 07142 - 2 Gardens on Spring Creek - Children's Garden 4l05 H. Membrane Manufacturer Qualifications: Manufacturer shall demonstrate qualifications to supply materials of this section by certifying the following: 1. Membrane Manufacturer must show evidence that the specified rubberized asphalt has been manufactured by the same source for fifteen (15) years and successfully installed on a yearly basis for a minimum of fifteen (15) years on projects of similar scope and complexity. 2. Membrane Manufacturer must not issue warranties for terms longer than they have been manufacturing their hot fluid rubberized asphalt membrane. Applicator: Company specializing in performing the work of this Section with a minimum five (5) years documented experience with the proposed manufacturer. Applicator must submit with bid five (5) completed projects of equal magnitude to this type and size with their proposed manufacturer and certify in writing from that manufacturer of satisfactory completion. Foreman for waterproofing applicator must have installed the proposed manufacturer's membrane for a period of three (3) years on projects of this type and size. 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to Project site in original containers with seals unbroken, labeled with manufacturer's name, product brand name and type, date of manufacture, and directions for storing and mixing with other components. Store materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required waterproofing manufacturer. Protect stored materials from direct sunlight. 1.8 PROJECT CONDITIONS A. Deliver materials to Project site in original containers with seals unbroken, labeled with manufacturer's name, product brand name and type, date of manufacture, and directions for storing and mixing with other components. B. Application of membrane shall not commence nor proceed when the ambient temperature is below 0 degrees F (-17.7 degrees C). C. Preparation and application of membrane must be conducted in well ventilated areas. D. Over its service life, do not expose membrane or accessories to a constant temperature in excess of 180 degrees F (82 degrees C), (i.e. hot pipes and vents or direct steam venting, etc.). E, Adhesives contain petroleum distillates and are extremely flammable. Do not breathe vapors or use near an open fire. Do not use in confined areas without adequate ventilation. Consult container or packaging labels and Material Safety Data Sheets (MSDS) for specific safety information. Do not allow waste products (petroleum, grease, oil, solvents, vegetable or mineral oil, animal fat, etc.) to come in contact with the waterproofing membrane. Any exposure to foreign materials or chemical discharges must be presented to membrane manufacturer for evaluation to determine any impact on the waterproofing membrane assembly performance. G, 2"x 6" Tongue & Groove Deck Surface Condition. Consult waterproofing manufacturer to acceptable surface condition. H. Deck Preparation. Refer to Section 3.02 Preparation. General Contractor shall assure adequate protection during installation of the waterproofing assembly. GARDEN ROOF OVER HOT FLUID -APPLIED ROOFING ASSEMBLY 07142 - 3 Gardens on Spring Creek - Children's Garden J. Wood Plank (2"x 6" Tongue & Groove) Roof Deck 4/05 1. Minimum thickness'/4" (19mm). Adequate structural support is required to limit deflection and movement between planks. Tongue and groove joints are required. Wood must be free of any special chemical treatments or other applications which would affect MM 6125's ability to bond to it. 1.9 WARRANTY A. Special Warranty: Submit a written warranty signed by waterproofing manufacturer agreeing to repair or replace waterproofing that does not meet requirements or that does not remain watertight within the specified warranty period. I. Provide ten (10) year warranty under provisions of Section 01700 — Contract Closeout. 2. Warranty: Include coverage for waterproofing failing to resist penetration of water. Hairline cracking of concrete due to temperature change of shrinkage is not considered a structural failure. 3. Applicator shall include guarantee for a period of two (2) years in conjunction with the Manufacturer. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Products: Subject to compliance with requirements, products that may be incorporated in the Work include: 1. Monolithic Membrane 6125EV-FR with reinforcing fabric: American Hydrotech, Inc. 2.2 MEMBRANE A. Single -component, 100 percent solids, hot -applied rubberized asphalt, complying with the following as determined by the test method indicated with each property: PROPERTY TEST METHOD TYPICAL RESULT Flash Point ASTM D-92 500 Degrees F CGSB-37.50-M89 (260 degrees C) Low Temperature Crack CGSB-37.50-M89 No cracking, adhesion loss, or Bridging Capability splitting Water Vapor Permeability ASTM E-96 1.6 ng/Pa(s)M2 Procedure E CGSB-37.50-M89 Water Resistance CGSB-37.50-M89 No delamination, blistering, (5 days/50 degrees C) emulsification, or deterioration Water Absorption CGSB-37.50-M89 .22 g weight gain Toughness CGSB-37.50-M89 13.0 Joules GARDEN ROOF OVER HOT FLUID -APPLIED ROOFING ASSEMBLY 07142 - 4 Gardens on Spring Creek - Children's Garden PROPERTY Ration of Toughness to Peak Load Viscosity Heat Stability TEST METHOD CGSB-37.50-M89 CGSB-37.50-M89 CGSB-37.50-M89 Low Temperature Flexibility CGSB-37.50-M89 (-25 degrees C) Penetration Flow Softening Point Elongation Resiliency Bond to Concrete Acid Resistance Resistance to Hydrostatic Pressure 2.3 AUXILIARY MATERIALS ASTM D-5329 CGSB-37.50-M89 ASTM D-1191 CGSB-37.50-M89 ASTM D-36 ASTM D-1191 ASTM D-5329 ASTM D-3583 ASTM D-896 Procedure 7.1 (M-8) ASTM D08.22 Draft 2 4/05 TYPICAL RESULT 0.069 7.0 seconds No change in viscosity, penetration, flow or low temperature flexibility No delamination, adhesion loss, or cracking 75.0 mm 77 degrees F (25 degrees C) 121.7 mm @122 degrees F (50 degrees C) 0.0 mm @ 140 degrees F (60 degrees C) 180 degrees F (82 degrees C) 1000% min. 40% min. Pass @ 0 degrees F (-18 degrees C) Pass - 50%Nitric Acid 50 % Sulfuric Acid 100 psi (equals 231 foot head of water) A. Primer: ASTM D 4 ],asphaltic primer. B. Sheet Flashing: 60 mil (1.3-mm-) minimum, nonstaining, uncured sheet neoprene with manufacturer's recommended contact adhesives and predrilled metal termination bars and anchors, complying with the following: 1. Tensile Strength: 1400 psi (9.6 MPa) minimum; ASTM D 412, Die C. 2. Elongation: 300 percent minimum; ASTM D 412. 3. Tear Resistance: 125 psi (860 kPa) minimum; ASTM D 624, Die C. 4. Brittleness: Does not break at minus 30 deg F (minus 34 deg C); ASTM D 2137. C. Sealants and Accessories: Waterproofing manufacturer's recommended sealants and accessories. D. Elastomeric Reinforcing Sheet: 60 mil (1.3 mm) minimum, nonstaining, uncured sheet neoprene with manufacturer's recommended contact adhesives. GARDEN ROOF OVER HOT FLUID -APPLIED ROOFING ASSEMBLY 07142 - 5 Gardens on Spring Creek - Children's Garden 4/05 1. Tensile Strength: 1400 psi (9.6 MPa) minimum; ASTM D 412, Die C. 2. Elongation: 300 percent minimum; ASTM D 412. 3. Tear Resistance: 125 psi (860 kPa) minimum; ASTM D 624, Die C. 4. Brittleness: Does not break at minus 30 deg F (minus 34 deg C); ASTM D 2137. E. Membrane Reinforcing Fabric: Manufacturer's recommended spunbonded nylon or polyester fabric. Protection Course: Semirigid sheets of fiberglass or mineral reinforced -asphaltic core, pressure laminated between 2 asphalt -saturated fibrous liners and as follows: 1. Thickness: 1/4 inch (6 mm), nominal. G. Provide complete systems in landscaped areas as indicated on Landscape Drawings: 1. American Hydrotech,Inc. a. Waterproofing Membrane — Monolithic Membrane 6125E-FR. b. Hydroflex 30 C. Root Stop WSF 40 d. Moisture Retention Mat SSM 45 e. Floradrain 40 Retention Channels f. Floratec FS75 g. Filter Fabric h. Engineered Soils i. Landscape PART 3 EXECUTION 3.1 EXAMINATION Examine substrates, areas, and conditions under which waterproofing will be applied, with Installer present, for compliance with requirements. Do no proceed with installation until unsatisfactory conditions have been corrected. I. Do not proceed with installation until after the minimum concrete curing period recommended by waterproofing manufacturer. 2. Verify substrate is visibly dry and free of moisture. Test for capillary moisture by the plastic sheet method according to ASTM D 4263. 3. Notify Architect in writing of anticipated problems using waterproofing over substrate. 3.2 PREPARATION Clean and prepare substrate according to manufacturer's recommendations. Provide clean, dust -free, dry substrate for waterproofing application. B. Mask off adjoining surfaces not receiving waterproofing to prevent spillage affecting other construction. C. Close off deck drains and other deck penetrations to prevent spillage and migration of waterproofing fluids. D. Remove grease, oil, form release agents, paints, and other penetrating contaminants from concrete. Remove fins, ridges, and other projections and fill honeycomb, aggregate pockets, and other voids. GARDEN ROOF OVER HOT FLUID -APPLIED ROOFING ASSEMBLY 07142 - 6 SECTION 00020 INVITATION TO BID Date: May 13, 2005 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on June 6, 2005, for the Children's Garden at the Gardens on Spring Creek; BID NO. 5021. If delivered, they are to be delivered to 215 North Mason Street, 2°d Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. 0. Box 580, Fort Collins, CO 80522-0580. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. The Contract Documents provide for the construction of an institutional garden including, but not limited to, overlot and finish/fine grading, landscape infrastructure consisting of rock walls and planting beds, a "green" roof shelter, concrete paths, special water features, outside electrical and minor mechanical. Specific features are planned as Contractor design/build and will require complete submittals and shop drawings. All Bids must be in accordance with the Contract Documents on file with The City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. Contract Documents will be available May 13, 2005. Copies of the Contract Documents, complete with Construction Specifications and Drawings, may be obtained from Purchasing Division at 215 North Mason St., 2nd floor, Fort Collins, Colorado, 80524 upon payment of a refundable fee of Fifty Dollars ($50.00) per set. No partial sets will be issued. The Contract Documents and Construction Drawings may be examined at: 1. City of Fort Collins, Purchasing Division. 2. Dodge Plan Room, 1114 W. 7tt' Ave., Suite 100, Denver, Colorado. 3. Reed Construction Data, 8878 Barrons Blvd., Highlands Ranch, Colorado 4. Builders Exchange, 223 South Link Lane, Fort Collins, Colorado. 5. Construction News Service, 3630 Sinton Road, Suite 210, Colorado Springs, Colorado. A prebid conference and job walk with representatives of prospective Bidders will be held at Gardens on Spring Creek, 2145 S. Centre Ave., Fort Collins, CO 80526 on May 23, 2005, at 10:00 a.m. Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. 07/2001 Section 00020 Page 1 conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3 Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5 Application for Exemption Certificate 7.2. 6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: DRAWING INDEX: to include all drawing sheet numbers. SHEET TITLE Cover Construction Document Package GI 101 Abreviations and Graphic Symbols GI 102 Existing Site Survey GI 103 Irrigation As-Builts GI 104 Sheet Reference Plan LD 101 Demolition Plan LG 101 Site Grading LS 101 Hardscape Layout and Jointing Plan LS 102 Site Development Call Out Plan LS 401 Entry Plaza Plan Enlargement LS 402 Boulder Layout Plan Enlargement LS 501 Site Details - Paving LS 502 Miscellaneous Elements LS 503 Site Details - Watering Cans (CDB) 9/12/01 Section 00520 Page 4 Gardens on Spring Creek - Children's Garden 3.3 JOINT AND CRACK TREATMENT 4/05 A. Prepare, treat, rout, and fill joints and cracks in substrate according to CAN/CGSB-37.51, "Application of Rubberized Asphalt, Hot -Applied, for Roofing and Waterproofing," and waterproofing manufacturer's recommendations. Remove dust and dirt from joints and cracks complying with ASTM D 4258 prior to coating surfaces. B. Install elastomeric sheet reinforcement and bond to deck and wall substrates where indicated or required according to CAN/CGSB-37.51 and waterproofing manufacturer's recommendations. C. Extend elastomeric sheet reinforcement a minimum of 6 inches (150 mm) onto perpendicular surfaces and other work penetrating substrate. D. Prepare vertical and horizontal surfaces at terminations and penetrations through waterproofing and at drains and sleeves according to CAN/CGSB-37.51 and waterproofing manufacturer's recommendations. At expansion joints and discontinuous deck -to -wall or deck -to -deck joints, bridge joint according to waterproofing manufacturer's recommendations with sheet flashing extended along each side ofjoint and securely bond to substrate. 3.4 MEMBRANE APPLICATION A. Apply rubberized asphalt according to CAN/CGSB-37.51, "Application of Rubberized Asphalt, Hot Applied, for Roofing and Waterproofing," and the manufacturer's written installation recommendations. B. Heat rubberized asphalt in an oil- or air jacketed melter with mechanical agitator specifically designed for heating rubberized -asphalt waterproofing. C. Apply primer, at manufacturer's recommended rate, over prepared substrate and allow to dry. D. Reinforced Membrane: Apply waterproofing to substrates and adjoining surfaces indicated. Spread hot, rubberized -asphalt to a thickness of 90 mils (2.3 mm), fully embed membrane -reinforcing -fabric overlapped sheets 2 inches (50 mm), and spread another 125-mil (3.2 mm) thick layer to provide a uniform, reinforced, seamless membrane 215 mils (5.5 mm) thick. E. Apply waterproofing over prepared joints and up wall terminations and vertical surfaces to heights indicated or required by manufacturer. F. Install protection course with overlapped joints while rubberized asphalt is still hot. 5 GARDEN ROOF COMPONENTS INSTALLATION A. Root Barrier Protection 1. Extensive Garden Roof. A layer of Root Stop W SF 40 shall be laid over the Hydroflex 30, lapping adjacent sheets 5 feet (L5 m). The WSF 40 shall be turned up all vertical, roofed/flashed surfaces to completely protect waterproofing and fleshings. B. Water Retention Mat Where specified, a layer of Moisture Mat SSM 45 shall be installed over the root barrier (when no insulation is specified) or air Iayeriinsulation, lapping adjacent rolls a minimum of 4 inches (100 mm). The SSM 45 shall be turned up all vertical, roofed/flashed surfaces a minimum of inches (150 mm) beyond the anticipated soil level. Any excess shall be trimmed down to the level of the soil. GARDEN ROOF OVER HOT FLUID -APPLIED ROOFING ASSEMBLY 07142 - 7 Gardens on Spring Creek - Children's Garden C. Drainage/Water Retention Component. 4/05 1. Extensive Garden Roof. FD 40 shall be installed with holes through the dimples on top, over the root barrier protection, water retention mat. Adjacent panels may be butted together or overlapped approximately 1 inch (25 mm) and fixed together with staples/clips. Floradrain shall be cut to fit around penetrations, etc. with a heavy-duty utility knife or small toothed saw. a. For slopes >3:12 (approx. 15°, 25%), Floratec FS75 shall be installed with larger cup profile facing up, over the root barrier protection. Adjacent panels shall be butted together. Floratec shall be cut to fit around penetrations, etc. b. The cups of the Floradrain shall be filled with lightweight aggregate level with the top surface of the panels where required due to loading conditions. D. Filter Fabric. 1. Extensive Garden Roof. A layer of Systemfilter SF shall be laid over the Gardendrain/Floradrain, lapping adjacent rolls a minimum of 6 inches (150 mm). Enough material shall be left to be drawn up above the anticipated soil level. Any excess shall be trimmed down to the level of the soil. a. For slopes >3:12 (approx. 15°, 25%), filter fabric shall not be installed over the Floratec FS75 throughout the field of the roof so that the growing media may be placed directly into the cups. Filter fabric shall be laid at penetrations, terminations, etc. b. For slopes >2:12 and <3:12 (approx. 10 - 15°, 17 — 25%) filter fabric shall not be installed over the Floradrain FD40 throughout the field of the roof so that the growing media may be placed directly into the cups. Filter fabric shall be laid at penetrations, terminations, etc. 3.6 SOIL INSTALLATION A. LiteTop soil shall be placed carefully to avoid damage or displacement of other materials such as walls, paving, drainage components, filter fabric, and roofing membrane. B. LiteTop soil shall be place to within 1 inch greater than final grade or to a depth of no greater than 8 inches and compacted as described in 3.07.C. below. For final grades less than 8 inches only one round of compaction shall be performed and remaining soil loosely placed such that top soil exceeds final grade by I inch (see3.07.D. below). For final grades greater than 8 inches, place soil at no greater than 6 inches and repeat procedure until soil has been compacted within I inch of final grade. C. Compaction shall be performed with a 200 — 300 lb. landscape roller or lightly compacted with a hand held mechanical compactor to achieve a 50 — 60% compaction as determined by ASTM D1557. D. After compaction remaining soil shall be placed at I inch greater than final grade and thoroughly watered or jetted over entire area. Low settled areas shall be filled with additional soil and re -wet to achieve uniform prescribed final grade. 3.7 VEGETATION INSTALLATION Supply and install specified vegetation strictly in accordance with the Architect/designers instructions, plans and good practice. GARDEN ROOF OVER HOT FLUID -APPLIED ROOFING ASSEMBLY 07142 - 8 Gardens on Spring Creek - Children's Garden 3.8 FIELD QUALITY CONTROL 4/05 A. Test each deck area for leaks after waterproofing and before protection course and overlying construction are placed. Plug or dam drains and fill with water to a depth of 2 inches (50 mm) or to within 3 inches (75 mm) of top of sheet flashings. Flood each area for 24 hours. B. Owner will engage an independent testing agency to perform field inspections, sample and test materials being used, observe flood tests, and report whether tested Work conforms to or deviates from requirements. l . Testing agency will identify, seal, and certify samples of materials delivered to Project site, with Contractor present. 2. Testing agency will perform tests for any of the product characteristics specified, using referenced test procedures and other texts cited in manufacturer's Product Data. 3. Testing agency will verify thickness of waterproofing membrane. 4. Testing agency will examine underside of decks and terminations for evidence of leaks. C. Correct deficiencies in or remove waterproofing that does not comply with requirements, repair substrates, reapply waterproofing, and repair sheet flashings. I. After flood tests, repair leaks and make further repairs until the waterproofing installation is watertight. D. Additional testing, at Contractor's expense, will be performed to determine compliance of corrected Work with requirements. 3.9 PROTECTING AND CLEANING A. Protect waterproofing according to manufacturer's recommendations to prevent damage and wear during application and remainder of construction period. B. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. END OF SECTION 07142 GARDEN ROOF OVER HOT FLUID -APPLIED ROOFING ASSEMBLY 07142 - 9 Gardens on Spring Creek - Children's Garden 4/05 SECTION 10300 - METAL SHADE STRUCTURE PART1 GENERAL 1.1 SCOPE A. This work consists of furnishing and installing a pre -fabricated steel shade structure in accordance with the drawings and applicable specifications. 1.2 SUBMITTALS A. All manufacturers shall have a minimum of 5 years experience in the exclusive fabrication of tubular steel shade structures and shall submit written evidence of such. Shade structure fabrication shall be the manufacturers primary business and shall be manufactured in the manufacturers own facility under his direct supervision. Manufacturer shall have fabricated similar structures to that which is specified. All non -specified manufacturers shall submit complete shop drawings indicating type, size & gauge of material used, with detailed connections to the specifying agency at least 10 days prior to bid opening for review and written pre -approval. All bids submitted without prior approval will be rejected. B. The structure manufacturer shall submit structural calculations after award of bid, sealed by a registered engineer in the state in which the structure is to be erected for review and approval by the approving agency. (Structural calculations shall not be required for federal projects but it is the manufactures and contractors responsibility to assure that the structure slab and footings are structurally sound.) C. Manufacturer shall warranty the structure to be free from defects in material and work -man -ship for a period of (5) five years from date of acceptance by owner. Warranty does not include damage from theft, fire, vandalism or acts of God. Manufacturer shall repair or replace structure components of like kind at his option, to match existing material and workmanship. Submit warranty prior to project completion. PART2 PRODUCTS 2.1 PRE -FABRICATED STEEL SHADE STRUCTURE A. The pre -fabricated steel shade structure shall be a Classic Recreation Systems, Inc. Scottsdale model, 20'x20' (measured eave to eave), as shown on the drawings and specified herein. Contact Newell Roundy 1-928-775-3307, 11875 East Berry Drive, Dewey, AZ 86327 B. Dimensions: Roof Dimensions (Main Roof) 20'-0"x 20'-0" Roof Dimensions (Cupola) 4'-0"x 4'-0" Minimum Clearance @ cave T-6" Roof Height @ Peak of main roof t11'-4" Gable Roof 3:12 pitch Square Feet Under Roof 400 C. Steel columns shall be 7x T' steel tube (min..188 wall thickness). D. Columns shall be surface mounted with one hidden anchor bolt per column. METAL SHADE STRUCTURE 10300 - 1 Gardens on Spring Creek - Children's Garden 4/05 E. Straw bale surrounds shall be provided by others. F. All beams shall be structural steel tube (min..120 wall thickness). G. All bolts shall be A-307 or A-325 hard hidden at all connections. H. Frame shall bolt together in the field with no field welding required. No bolts shall be exposed for the frame members. I. Roofing shall be provided by others. J. Sub -roof shall be provided by CRS and shall be #1 grade SPF 2"x 6" tongue and groove, rough one side, facing down. Main roof fascia shall be #1 grade 2"x 6" and cupola fascia shall be 2"x 4", SPF, rough one side facing out. K. Compression rings shall be as small as practical and closed on the bottom side so no bolts are exposed. L. Beams shall be factory prime painted and field painted with industrial grade enamel per the specifications. M. Open or welded together "C" channel beams, "I" beams, angle iron, "S" or "Z" purlins shall not be allowed. 2.2 DESIGN CRITERIA A. Structure shall be designed and fabricated to the IBC (Latest Edition) with standard load designs of 36# per S.F. minimum live load, 100 mph wind load and the applicable zone for seismic loads. 2.3 STEEL MEMBERS A. All members shall be designed according to the "American Institute of Steel Construction (AISC) specifications and the American Iron and Steel Institute (AISA) specifications for cold -formed members. 2.4 WELDING A. All fabrication welds shall be in strict accordance with the structural welding code of the American Welding Society (AWS) specifications. All structural welds shall be in compliance with the requirements of "Pre -qualified" welded joints. All welding shall conform to ASTM A-233 series E-70XX electrodes - low hydrogen. Field welding shall not be required. 2.5 FRAME MEMBERS A. All frame members shall be one piece structural steel tube with a minimum .120 (118") wall thickness, sized according to engineering. All frame members shall be bolted together with bolts totally concealed. All tubing for frame members shall be ASTM 500 grade B. Beam end plates shall be ASTM A36 fy=36,000 psi UNO. Bolts shall be A-325 or A-307 unless noted otherwise. "I" beams, Angle iron, "C", "Z" or "S" purlins or beams, open or closed, shall not be allowed. 2.6 ROOFING AND SUB -ROOF A. All roofing shall be supplied by others. (See Section 07142 "Garden Roof Over'). Sub -roof shall be #1 grade SPF, 2"x 6" tongue and groove. METAL SHADE STRUCTURE 10300 - 2 Gardens on Spring Creek - Children's Garden 2.7 PAINT 4/05 A. All frame members shall be factory prime painted with Sherwin Williams Kern 400 quick drying primer. Gloss: 60-80 units. Volume solids: 25t 2%. Viscosity: 35-45 seconds #3 Zahn Cup & 60-75 seconds #4 Ford Cup. Recommended film thickness: Mils Wet 4.5 - 5.5, Mils Dry 1.0-1.25. Spreading Rate @ 1 mil dit: 400 s.f. / gal. Spot paint any frame member bare metal rubbed areas caused during shipping and erection with Kern Kromik Universal metal primer. A high quality industrial grade gloss enamel finish coat (DT acrylic, B66-100 series), by Sherwin Williams, shall be furnished and applied with a spray applicator (min. 3 mil thickness), in the field by the contractor or installer after the frame is erected. PART 3 EXECUTION 3.1 FOOTINGS A. Footings shall be structurally engineered by the structure manufacturer to meet local codes and site conditions. (Layout and footing drawings shall be made available to the contractor or owner from the manufacturer). Anchor bolts for shall be supplied by the concrete contractor. Concrete footing rebar shall be ASTM A-615 grade 40 #4 bars & smaller, grade 60 #5 bars & larger. Concrete shall be 5 sack mix "Portland" cement. Maximum slump shall not exceed 4". Compressive strength shall be a minimum of 2500 psi @ 28 days. 3.2 ERECTION A. Manufacturer shall supply complete layout and detail plans with installation instructions for the structure prior to installation. The structure shall be erected in a work -man -like manner with framing, roofing and trim installed according to the manufacturer's installation instructions. Care shall be taken to avoid damaging the structure during installation. END OF SECTION 10300 METAL SHADE STRUCTURE 10300 - 3 Gardens on Spring Creek - Children's Garden 4/05 SECTION 13475 - FOUNTAIN MECHANICAL AND ELECTRICAL PART1: GENERAL 1.1 RELATED DOCUMENTS A. The uniform general conditions, supplementary general conditions, Division 1 of the Specifications apply to the work specified in this section. B. All work covered by this section of these Specifications shall be accomplished in accordance with all applicable provisions of the contract documents and any addenda of directives which may be issued herewith, or otherwise. 1.2 SUMMARY A. Water Effects: Stream - This water feature consists of a number of a stream that begins at a hidden source and runs through the Grasslands to Glaciers Garden, ending in the pond/wetland. The water source is hidden under large boulders to give a natural appearance. Each weir is to provide a drop in elevation for the water and creates small pools along the stream course. The stream course is designed to be winterized with drain lines for emptying the weirs. A valve on the stream supply line can be shut off manually for winterization. The remaining submersible pump lines that feed the pond are intended to run year round to maintain water circulation and prevent stagnation in the pond and wetland. Siting of the pump vault is intended to provide a biofilter through the surrounding pea gravel. B. Furnish all labor, material, apparatus, tools, equipment, transportation, temporary construction and special or occasional services as required to make a complete working mechanical installation, as shown on the drawings or described in these specifications. C. The Drawings are essentially diagrammatic, intended mainly to indicate the scope of work to be done. Equipment and material locations may be distorted for clearness in presentation. The contractor shall determine the exact routing of the piping and equipment locations with consideration for site conditions. D. Provide complete working fountain mechanical and electrical system as shown on the drawings and as necessary including pumps and their associated assemblies, valves, piping, biological filters, fill systems, water level controls, backflow preventors, starters, distribution panels, controls and specialties including utility connections to water, storm and sewer. E. The Contractor shall fully inform himself regarding any available space limitations and unusual requirements for the installation of all materials and work furnished under this Section. Although the location of equipment may be shown on the Drawings in certain positions, the Contractor shall also be guided by site conditions and coordination of work by other trades. Pay particular attention to existing site conditions as well as the overall landscape plans for the area regarding stone placement. F. Related Sections: 1. General and Supplementary Conditions. 2. Division 2 "Earthwork." Fountain Mechanical and Electrical 13475 - 1 Gardens on Spring Creek - Children's Garden 3. Division 2 "Irrigation." 4. Division 2 "Pond and Reservoir Liners." 5. Division 16 "Electrical." 1.3 REFERENCE STANDARDS A. Installation: Comply with all applicable provisions of the latest edition of the following codes: 1. UPC: Uniform Plumbing Code 2. UBC: Uniform Building Code 3. NEC: National Electric Code 4. Materials: Comply with the latest edition of applicable standard specifications published by: a. ASTM: American Society for Testing and Materials b. ANSI: American National Standards Institute c. ASME: American Society of Mechanical Engineers d. NEMA: National Electrical Manufacturer Association 5. Equipment Labeling: Where required, by the following organizations: 6. NSF: National Sanitation Foundation 7. UL: Underwriters Laboratories. 4/05 B. All workmanship and materials shall conform and comply with the latest requirements of all building ordinances, codes, rules and regulations, of all departments and bureaus of the county, City and State, having lawful jurisdiction over the work in this Section. 1.4 SUBSTITUTIONS A. The use of manufacturers' names and catalog numbers followed by the phrase "or equivalent" is generally used to establish a standard of quality and utility for the specified items. Substituted items will be allowed provided they deliver the same performance as the specified items. 1.5 SUBMITTALS A. General: Submit product list for products furnished under this section. B. Drawings and Product Data: Submit in accordance with General Requirements for the following items: 1. Submersible Pump Systems 2. Water Level Controls 3. Fill Assemblies 4. Piping specialties 5. Specialties, fabricated items, gratings, frames and screens. 6. Controls, timers and starters. B. Shop Drawings shall indicate the intended routing of all mechanical piping, valves, submersible pump locations, skimmers, fill assemblies, overflow locations, and other pertinent information necessary to execute the installation of the water feature mechanical and electrical system. Shop Drawings shall include details for geosynthetic clay liner penetrations if necessary, connections from the water feature Fountain Mechanical and Electrical 13475 - 2 Gardens on Spring Creek - Children's Garden 4/05 submersible pumps, water supply line supplied to the water feature equipment, biological fitter system discharge and manifold assemblies. Provide shop drawings for all electrical panels, and control panels. 1.6 AS -BUILT DRAWINGS A. Maintain a current set of drawings showing installed locations of piping systems and sleeves particular to the water features. Include critical dimensions to permanent structures and invert elevations. Drawings to be located on site at all times during construction. B. Provide a final set of as built drawings to the owner as part of the operations and maintenance manuals. 1.7 OPERATING INSTRUCTION/MAINTENANCE MANUALS A. Prior to substantial completion, allow a period of not less than I day for the water feature for instructing Owners operating and maintenance personnel in the use of all systems. B. Provide 3 sets of operating and maintenance instructions in a three ring or lever arch binder with tabs indexed for each feature. Include specific instructions on the start up, operation, maintenance, and trouble shooting procedures for each system supplied under this section. Deliver to the owner. 1.8 TESTING AND ADJUSTING A. Prior to substantial completion, demonstrate a thirty day, fully automated uninterrupted daily operation of not less than twelve hours nor more than twenty hours for systems provided. Supervise operation of equipment and be responsible for proper operation and make no claim against the Owner for damage to the equipment during testing and operation. Make changes, adjustments, or replacements of equipment required to comply with the Specifications, or to replace defective parts or materials. PART 2-PRODUCTS 2.1 GENERAL A. See Mechanical and Electrical Drawings for specific product information. B. Provide special tools for proper operation and maintenance of the specified equipment. Deliver tools to the Owner. 2.2 PUMPS A. General: Pumps and accessories furnished shall be suitable for the service specified. See Mechanical and Electrical Drawings for specific pump information. 2.3 VALVES A. Provide all valves as necessary to facilitate throttling, isolation and maintenance. B. All check valves 3" and larger shall be silent type. Fountain Mechanical and Electrical 13475 - 3 Gardens on Spring Creek - Children's Garden 4/05 C. Solenoid fill valves shall be slow closing. 2.4 PIPE AND PIPE FITTINGS A. General: 1. All pipe and fittings shall be identified by the manufacturer to indicate material, class or type, size and/or pressure rating as appropriate. B. Red Brass Pipe and Fittings: 1. Pipe: schedule 40, iron pipe size conforming to ASTM B43. 2. Fittings: 125 psi cast bronze threaded conforming to ANSI B16.15. C. Copper Pipe and Fittings: 1. Pipe: Hard tempered, seamless, conforming to ASTM B-88. 2. Fittings: Wrought sweat type fittings conforming to ASTM B-75 and ANSI B 16.22. D. PVC Pipe and Fittings: 1. Pipe: Schedule 40 and schedule 80 conforming to ASTM D-1785, Class 12454B. 2. Fittings: conforming to the requirements of ASTM D-2464, 3. Flanges: conforming with AWWA C207. 4. Solvent cement: ASTM D-2564. E. Steel Pipe and Fittings: 1. Pipe: Standard weight, conforming to ASTM A-53, Beveled ends for welding. 2. Weld fittings: Standard weight conforming to ASTM A-234 and ANSI B16.3 3. Flanges: 150 psi steel conforming to ASTM A-181 and ANSI 16.5. 2.5 SPECIALTIES A. See mechanical and electrical plans for specific product information: PART 3 - EXECUTION 3.1 GENERAL A. Install and connect equipment in accordance with manufacturer's instructions and recommendations. Provide piping, valves and connections recommended by the manufacturer for proper operations. B. Protect pipes, equipment and other parts of the work against injury by exposure to the weather during construction while stored or installed in place. C. Make adjustments required for the proper operation of mechanical system. Use manufacturer's representatives or factory technicians where adjustments cannot be accomplished by Contractors personnel. Fountain Mechanical and Electrical 13475 - 4 LS 504 Site Details - Boardwork LS 505 Site Details - Pond LS 505 Site Details - Stream LS 507 Site Details - Amphitheater LS 508 Site Details - Steps and Shelter LS 601 Design Build Details (NIC) LS 601 Design Build Details (NIC) LS 603 Design Build Details (NIC) LP 101 Planting Plan (NIC) LP 102 Perennial/Annual Planting Plan (NIC) LP 501 Planting Details (NIC) LI 100 Irrigation Legend and Notes (NIC) LI 101 Irrigation Plan (NIC) LI501 Irrigation Details (NIC) LI 502 Irrigation Details (NIC) E 101 Schematic Electrical Plan MW 100 Schematic Mechanical and Piping Plan MW 101 Mechanical Details The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers to , inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, 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 that assignor from any duty or responsibility under the Contract Document. 9/12/01 Section 00520 Page 5 Gardens on Spring Creek - Children's Garden 3.2 VALVE INSTALLATION 4/05 A. Supply piping systems with valves arranged to provide necessary isolation and give regulating control throughout the system. B. Globe and angle valves shall close against pressure. C. Do not install valve stems below horizontal line. 3.3 PIPE INSTALLATION A. General: Provide flanges or unions as indicated and as required allowing removal and reinstallation of each item of equipment or accessory without cutting, welding or soldering. B. Cut pipe to measurements established at the site. Work into place without springing or forcing. C. Protect openings in piping during construction to prevent the entry of foreign matter. D. Make changes in pipe size using reducing fittings. Use bushings only if shown on the drawings. E. Arrange exposed piping straight, parallel and perpendicular to the walls of the structure unless otherwise shown on the drawings. F. Cut pipe ends square. Remove rough edges and burrs so that a smooth and unobstructed flow will be obtained. G. Close or short nipples should be used only where shown on the drawing, or absolutely necessary to satisfy dimensional constraints. 3.4 APPLICATIONS A. All systems underground or encased in concrete: Galvanized steel, PVC or red brass as noted on the drawings. B. Exposed piping in the pond: PVC or Red brass with threaded fittings. All nozzle risers to be red brass pipe with threaded fittings. 3.5 UNDERGROUND PIPING A. Excavate trenching for underground piping to required depths. Tamp trenches hard. Slope to secure required fall. B. Provide sufficient space at both side and bottom of trench. Install piping on 6" deep bed of sand in the bottom of trench. Perform piping tests before coating or wrapping pipe. Backfill in 6" layers to a minimum of 95% compaction. 3.6 PIPE PROTECTION A. Copper or brass piping, underground or encased in concrete: Exterior shall be wrapped with one layer of pipe wrap at half lap. Fountain Mechanical and Electrical 13475 - 5 Gardens on Spring Creek - Children's Garden 4l05 B. Welded steel piping assemblies in the equipment space: Epoxy coat after fabrication. C. Welded steel piping assemblies underground or encased in concrete: Exterior shall be coated with two coats of coal tar mastic. 3.7 PENETRATIONS A. Core drilling for pipe penetrations shall be accomplished only at locations and in a manner approved by the Architect. B. Provide sleeves wherever piping passing through a concrete wall or floor is not cast in the concrete. C. Provide waterstop or membrane clamp for every pipe or sleeve penetrating an exterior concrete or gunite wall or floor or the water feature wall or floor, whichever is appropriate to the waterproofing method. D. Provide manufacturer recommended pipe penetration sealing at all penetrations through the pond liner. E. Seal sleeves passing through exterior walls with resilient seal or oakum and poured lead unless otherwise noted on the drawings. 3.8 PIPING TESTS A. Provide all temporary piping, pumps, and gauges as necessary to conduct the specified tests. B. Conduct all tests before concealment of work and before any coating or wrap is applied. Replace or repair any part that leaks. Repeat test until criteria are met. C. Do not subject any item to a test pressure greater than the pressure rating of the item. Vent air from all piping being tested. D. Underground piping shall be tested as follows: Pressurize all underground piping (except for drain system) to 150% of working pressure prior to backfilling (spot backfilling to anchor piping may be done prior to pressurizing). Piping shall remain pressurized until all backfilling, grading, planting and concrete work in the area of the piping is completed. Pressurize all underground drain piping to 15 psi. E. The completed piping systems shall be tested as follows: Conduct each test for a minimum of eight hours. Hydrostatically pressure test all storm and sanitary drain piping at 15 psi. Hydrostatically pressure test all other piping and equipment at 150% of working pressure. F. Log pressure readings for all tests required above at the beginning and end of each test and on every working day between. Note the location and cause of any failures and method of repair on the daily log. 3.9 FLUSHING A. Flush all fountain system piping with water to remove foreign matter. Completely drain all piping and equipment. Fill the system to required capacity. Circulate the water throughout the system for four hours, using the display pump. Do not allow extremely cloudy water to pass through the filter tank. Drain, fill and circulate until the water remains clear. 3.10 SUPPORTING DEVICES Fountain Mechanical and Electrical 13475 - 6 Gardens on Spring Creek - Children's Garden 4105 A. Furnish and install all required fasteners, rods, hangers, supports, bolts, nuts, washers and steel plates and shapes. B. All supporting hardware in contact with the pond water shall be type 316 stainless steel. C. Furnish and arrange for the installation of all required inserts and anchor bolts. Provide templates where appropriate. D. Equipment may not support any of the pipe loading, nor may equipment, except valves, strainers and in - line pumps be supported by any of the piping. E. Piping shall not be supported by another pipe or duct. END OF SECTION 13475 Fountain Mechanical and Electrical 13475 - 7 Gardens on Spring Creek - Children's Garden 4/05 SECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this section. 1.2 SUMMARY A. Section Includes: This section includes requirements for basic electrical materials and methods for the following items. 1. Waterproof receptacles. 2. Shelter lighting. 3. Fountain mechanical. B. Related Sections: 1. General and Supplementary Conditions 2. Division 2 "Irrigation." 3. Division 10 "Metal Shade Structure." 3. Division 13 "Fountain Mechanical and Electrical." 1.3 REFERENCES A. The latest edition of the following standards and codes, standard publications of professional organizations, and the local authorities having jurisdiction are the minimum requirements for this work. 1. American National Standards Institute (ANSI) 2. American Society for Testing and Materials (ASTM) 3. Association of Edison Illuminating Companies (AEIC) 4. Code of Federal Regulations (CFR) 5. Insulated Cable Engineer's Association (ICEA) 6. Institute of Electrical and Electronic Engineers (IEEE) 7. National Electrical Manufacturer's Association (NEMA) 8. National Fire Protection Association (NFPA) 9. NFPA 70, The National Electrical Code (NEC) 10. Underwriters' Laboratories, Inc. (UL) 11. State, City, and Local Authorities 1.4 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with NFPA 70, the National Electrical Code. BASIC ELECTRICAL MATERIALS AND METHODS 16050 - 1 Gardens on Spring Creek - Children's Garden 4/05 C. All equipment and materials will be new and unused and shall conform with the current applicable industry standards. Workmanship and neat appearance shall be as important as electrical and mechanical operation. Defective or damaged materials shall be replaced or repaired prior to final acceptance in a manner meeting approval of Architect and/or Engineer and at no additional cost to Owner. 1.5 SEQUENCING A. The electrical system construction sequence shall follow the general project sequence. In addition work shall be planned to ensure that the existing facilities remain operational throughout construction. B. Coordinate chases, slots, inserts, sleeves, and openings with general construction work during progress of construction to facilitate the electrical installation. C. Sequence, coordinate, and integrate installing electrical materials and equipment for efficient flow of the Work. PART2-PRODUCTS 2.1 EQUIPMENT A. All materials sufficient to meet the intent of the construction drawings. B. Fountain Mechanical: Materials noted on plans C. Shelter downlight: Hubbell Model #WAC-LP808 with MR 16 50W (light) PART 3-EXECUTION 3.1 ELECTRICAL EQUIPMENT INSTALLATION A. General: Install all wiring and electrical components indicated on the drawings in accordance with prevailing electrical codes. B. Materials and Components: Install level, plumb, and parallel and perpendicular to other building systems and components, unless otherwise indicated. C. Equipment: Install to facilitate service, maintenance, and repair or replacement of components. Adhere to clearances required by the NEC, NFPA 70. Connect for ease of disconnecting, with minimum interference with other installations. D. Right of Way: Give to piping systems installed at a required slope. 3.2 CUTTING AND PATCHING A. Cut, channel, chase, and drill floors, walls, partitions, ceilings, and other surfaces required to permit electrical installations. Perform cutting by skilled mechanics of trades involved. B. Coordinate the repair and refinish of disturbed finish materials and other surfaces with the appropriate trade BASIC ELECTRICAL MATERIALS AND METHODS 16050 - 2 Gardens on Spring Creek - Children's Garden 4/05 to have areas restored to match adjacent undisturbed surfaces. This contractor is responsible for all costs of repairs required by work performed by this contractor. Install new fireproofing where existing firestopping has been disturbed. Repair and refinish materials and other surfaces by skilled mechanics of trades involved. 3.3 FIELD QUALITY CONTROL A. Inspect installed components for damage and faulty work 3.4 CLEANING AND PROTECTION A. On completion of installation, including outlets, fittings, and devices, inspect exposed finish. Remove burrs, dirt, paint spots, and construction debris. B. Protect equipment and installations and maintain conditions to ensure that coatings, finishes, and cabinets are without damage or deterioration at time of Substantial Completion. END OF SECTION 16050 BASIC ELECTRICAL MATERIALS AND METHODS 16050 - 3 8.3. 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 to all covenants, Agreement and obligations contained in the Contract Document. OWNER: CITY OF FORT COLLINS CONTRACTOR: By: JAMES B. O'NEILL II, CPPO, FNIGP DIRECTOR OF PURCHASING AND RISK MANAGEMENT Date: Attest: City Clerk Address for giving notices: P. O. Box 580 Fort Collins, CO 80522 Approved as to Form Assistant City Attorney By: Title: Date: (CORPORATE SEAL) Attest: Address for giving notices: LICENSE NO.: 9/12/01 Section 00520 Page 6 SECTION 00530 NOTICE TO PROCEED Description of Work: To: This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within ( ) calendar days from receipt of this notice as required by the Agreement. Dated this day of , 20 The dates for Substantial Completion and Final Acceptance shall be and 20 , respectively. City of Fort Collins OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of 20 CONTRACTOR By: Title: 7/96 Section 00530 Page 1 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate SECTION 00610 PERFORMANCE BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the day of 20_, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project,5021 Children's Garden at the Gardens on Spring Creek. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. 7/96 Section 00610 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this day of 20 . IN PRESENCE OF: Principal (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: (Surety Seal) NOTE (Title) (Address) Other Partners By: By: Surety By: By: (Address) Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. 7/96 Section 00610 Page 2 SECTION 00615 PAYMENT BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the day of , 20 , a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 5021 Children's Garden at the Gardens on Spring Creek. NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. 7/96 Section 00615 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, each one of which , 20 IN PRESENCE OF: (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: (Surety Seal) this instrument is executed in three (3) counterparts, shall be deemed an original, this day of Principal By: (Title) (Address) Other Partners Surety By: By: (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. 7/96 Section 00615 Page 2 SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. 7/96 Section 00630 Page 1 Bids will be received as set forth in the Bidding Documents. The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision -making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited City of Fort Collins By James B. O'Neill, II, CPPO, FNIGP Purchasing/Risk Management Director 07/2001 Section 00020 Page 2 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE:5021 Children's Garden at the Gardens on Spring Creek PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: CONTRACT DATE: The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. ENGINEER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. By: CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER AUTHORIZED REPRESENTATIVE DATE REMARKS: 7/96 Section 00635 Page 1 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE TO: Gentlemen: , 20 You are hereby notified that on the day of 20_, the City of Fort Collins, Colorado, has accepted the Work completed by for the City of Fort Collins project, 5021 Children's Garden at the Gardens on Spring Creek. A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: Sincerely, OWNER: City of Fort Collins By: Title: ATTEST: Title: 7/96 Section 00640 Page 1 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: (CONTRACTOR) PROJECT:5021 Children's Garden at the Gardens on Spring Creek 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the 7/96 Section 00650 Page 1 project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this day of CONTRACTOR By: Title: ATTEST: Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this 20 , by Witness my hand and official seal. My Commission Expires: Notary Public day of 20 7/96 Section 00650 Page 2 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: PROJECT: 5021 Children's Garden at the Gardens on Spring Creek CONTRACT DATE: In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , (Surety Company) By ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in- Fact. 7/96 Section 00660 Page 1 SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE DR 0172 (12198) C COLORADO DEPARTMENT OF REVENUE V DENVHR CO 60261 303 232-2416 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE PursuanttOStaVe Sectian 39-26.114(1 xa)(XIX) DO NOT WRITE IN THIS SPACE The exemption certificate for which you are applying crust be used only for the purpose of purchasing construction and building materials forth exempt project described below. This exemption does not include or apply tot he purchase or rental of equipment, supplies, and materials which are purchased, reeled, or consumed by the contractor and which do not become part oft he structure, highway, road, street, or other public works awned and used by the exempt organization. Any unauthorized use oft he exemption certificate will result in revocation of your exemption centric ate and other penalties provided by law. A separate certificate is required for each contract. Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime contractor to issue certificates to each of the subcontractors. (See reverse side). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. egistratp Accovt No. to be assigled by ernd 0170-750 999 $0.00 � � 89 • a • ", w ra a nai BA Mner, Penner, or Morale name: Mauling address(City, State,Zip) . ontac erson -Mail address Federal himployers lidentfication Number amount oryour conlract: Bid W ax um er. Business telephone comber Uo ore o isithholding lax awounl num er .i6r, a li j;tl�ljYl 8[�ftttll'eStttfNG" ." 9IttEtk altNfev1. ame or exempt ergan¢a Ion (ass own on contract, Exemptorgainizabon s number 98 - Address of exempt organization (City Stale, Zip)_ Principal contact at exempt organization rinclpal can aces telephone number: Physical location o project si e give actual address when applicable and Cites and/or County (has) where pro)ect is located) Scheduled M°h us, Nes, Eatimatsd Monthay ear constmc9on Van date_ wmpletion date. I dedaro under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge Signature of owner, partner or corporate officer Ti to of corporate officer date_ DO NOT WRITE BELOW THIS LINE Section 00670 Page 1 Special Notice Contractors who have completed this application in the past, please note the following changes in procedure The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime contrac- tors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89f1 has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89- 12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeed- ing numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. Section 00670 Page 2 SECTION 00700 GENERAL CONDITIONS GENERAL CONDITIONS CONSTRUCTION CONTRACT These, GENEPAL, CON'DI'l IONS have been develq)ed by using the ,S]'A-Nq)jW) GENERAL CONDITIONS OF THE CONTSTIWCTIO' C(,)1\7R-,'%('T prepared by the Engineers Joint Contract Documents G0vRm1ttec,lj(".DCNo. 1910-8(19901kinion),asabase. Chnngesto that document are shown by underlining W,\t that has been added and striking through text that has been deleted. FUCDC GENERAL com)I`rioNs 1910-9 (1990 FI)1'1'fON) WI FH CITY OFFORT' COLLINS MODIHCAI IONS (RFV 9/99) Article or Paragraph Number &Tille TABLE OF CONTFW.FS OFGFNFRAL COMMONS Page Article or Paragraph Number Mmilx-r & Title t)rFiNrna\,s . . ..... .... _I 11 Application for Payment, I 14 Asbestos L5 Bid._1-- -1 1 6 Bidding Documents 17 Bidding Requirements,, .. . ... ...... I 8 Bonds 19 Change Order . . . 1,10 Contract Documents, I'll Contract Price,, 1.12 Contract Times,,, "I 1 13 CON-17 RAC UOR 1,14 1.15 Drawings L16 Eftectivc Date of the Agreement.,, j 1.17 ENGUEER I 1,18 ENGINEER's (7onsultant _I 1.0 Field Order— .... .. . I io Oweral Requirk Monts 121 1 la7ardcw Waste 1 '41a Laws and Regulations, Laws or Regulations . . ..... 1.21b Legalflolidays_ 123 Liens ... 124 Mllestonz 1,2S Notice of Award 1,26 Notice to Proceed L27 (AVNER 2 1 28 Partial Utilization 1.29 P(-Bs— .. ...... .. 2 1,30 Petroleurn. 2 LJI Project 1 31a RadioactiveNfawrial 1 31h Regular Working Hours.,, 1 33 Resident Project Representative,.,_., , 2 1.34 Samples L.35 Shof, Drawings 136 'iptwilia wons.......... ............. L17 Subcontractor, ...... ..... . 1,39 Subsaamtal Completion, 139 Supplementary Condnions" 1 4o Supplier _2 1,41 U11jengroand Facilities 2-3 142 Unit Price Work 3 1 43 lk"or I- 1 44 Work Change Directive 1.45 Written Amendment 3, Page Number 2. PREITMINARY kUMERS 3 I Delivery of Bands_ 1 Copies ofDocuments— ..3 23 ... Commencement of ("Ontract 'Times; Notice to Proceed, 2.4 Starting, the Work, , , - .... _3 2 5 -2 7 Before starting Construction. COMRACIOR's Responsibility to Report, Preliminary &.110diles. Delivery of Ccrttficaitei of Insurance 3-4 13 Preconstruction Conference 4 29 Initially Acceptable Schedules 4 CONTRACT tX)CUN-TEV17 S, KUM', AMENDING, RE, I TS& 4 3 1-32 Intent, 33 Reference to Standards and ipeci- fications of Technical Societies, Reporting and Rtsolving Dis- crepancies ....... .... ... _ _ .... __4-5 34 Intent of Cartain Terms or 3.5 5 36 Supplementing Contract Documents,-. 3,7 Reuse of Documents 4 AVAH.AHILITY OF LANDS, SUBSURFAICU AND PHYSICCONIX110NS, REFERITINX 'If-, POINTS 4. t Availability of Lands . . ...... 341 4,1 Subsurface and Physical Conditions 6 4,2, 1 Reports, and Drawings ........ f) 4 2, 2 Lim Red Reliance by CONTRA(', - TOR Authorized, 11 echnical Data 64 23 Notice of Differing Sub'sulice or Physical Coudittort5_ 4 2.4 E14MM,,ER'- Ro jew 6 4 '- 5 Possible Contract Dc�-,umerits Change 4,16 Po%sibte, Price and Times 43 Physical Condit iions --t"ndxguound Facilities 7 431 1 Shown or Indicated 7 4 3.i Not Shown or Indicawd 4.4 RefQtc1we Points, 1,A1X!0,A&AAI, CONEX I 1UNN 191k,-S 0990 1,D] 110NM W? CITY Or FORT COLUNS MODIFICATIONS (AVY 9:99) SECTION 00100 INSTRUCTIONS TO BIDDERS Article or Paragraph page Article or Paragraph [We Number X Title ,Number Number & Title Number 45 Asbestos, PCBs, Petroleum, Hazardous Waste or Radio -active Miuerml-- -7-8 5, BOND'i AND INSUkAN(,E 8 5A-5.14 Performance. Payment and Other Bonds- 8 53 Licensed Sureties and Insurers, Certificates of Insurance .8 5.4 CONTRACTObVs Liability Insurance-....—, ....... - ............ 5,3 OWNhRsLiabkhqzInsurance 56 , Property Insurance 53 Doiler and Machinery or Addi- tional Property Insurance if 5.8 Notice of Cancellation Provision_ 59 CONTRACTOR's Rcsponsibility for I)eductible Amounts, to 511) Other Special Insurance 10 5.11 Waiver of Rights, , ....... II 5A2-5 13 Receipt and "XPpfic' ation of Insuranee Proceeds_ ........... ........ 10-11 5-14 Acceptance tic Bond% wad I nsm- ance; Option to Peplace ...... 5.15 Partial Utilization —Property Insurance.. 6, ("ONfRACt'Ok'S RhSPO\SIHHJ'IH-'�,, 11 61-6 2 Supervision and Supcitntendeacq.,.,... I I 6.3-6,3 Labor, Materials and liquiptriLtit 11-12- &6 Progress Schedule,_....._ ... , , ,, _ 12 63 Substitutes and "Or -Equal" Items, ("ON YRAC,rovs T,,,xptnse- Substitute construction ,Meth(K]s or .Procedures: EN(UNEIRR's 1,"Vituation 12-13 6 8-6. 11 Concerning Subcontractors, Suppliers and Others. Waiver of Rights ... 1.3- 14 6,12 Patent Fce; and Royalites_ 6,13 Permits 6,14 Laws and Regulations t"Is 7axC5 6.16 L"st J Mculjses 15 o. 17 Site Cleanliness 115 6,18 Safe Sirtivikirit Loading_ 6 F) Record Exxtuilejus 6.21, Safety' and Protection I S-I (I 6 21 Safety RcPieNeritalivc, 16 6 1 lazard Communication Programs_ to 623 Ftrnergencies - .. 11 1. - I o 624 Shot) Drawings and Samples,.._...... "1() 6-15 Submittal Proccedures, TRACTOWs Review Thor it) Shop Drawing or Sample Submittal 16 6,26 Shop Drawing & Sample Submit- taL; Review by EINIGLNEEX .... J6-17 6,27 Responsibility for Variations From Cont;act Docurnent'k 17 6 28 Related Work Performod Prior to kNUINEER's Review and Approval of Requited Submittals.,....., 17 829 Continuing the Work,- 17 6.30 CONTRACTORS Cycruaai Warranty and Guarantct_ 631-6 33 Indemnification 17-18 6,34 Survival of Obligations. . ......18 7, 0`11 ffilk WORK. .. ..... 18 7.1-13 Mated Work at'Site 18 7.4 0xvdinatiorr .. - . . , . ..... . R. 01NNIRRS RESMNSIBILITIF . . ........... ...... S'l Communications to CON- TRACTOR 8 Replacement of ENG INT FR ... 19 83 Furnish Data andPay Promptly Whim L)ue —.' - ....... ......... . 18 KA Lands and Easements,, Reports and rests_.... IN-19 8'5 Insurance., 19 8.0 Change Orders, ....... . t9 8.7 Inspections, Tests and Approvals_ ....... 143 88 Stop or Suspend Worl'; Termirare CON rRAC`fOR's Services 19 8.9 Limitation., on ON'S WEA Responsibilities 19 8 to Asbestos, 11 VCHs, Petroleum, HazardousWaste or Radioactive Material 19 8,11 Evidence of Financial Arrangements-_ ...... . . _..__.19 9 E\(;lNE-EXSSTATUS DI-RLNG CONSTRUx7f ION , _ _ 1 11 14 9, 1 OIVNFR's Represcruative 19 9,2 Visits to site, 19 93 Project Representative, 19-21 04 Clarifications and Interpre- 9.15 Autlioricd Variations in tWk- 21 w.' MY 0V FORT COLLIN's OWN 9,"YY) Article or Paragraph Page ,article or Paragraph Page Num her & I file Number Number &'Title , Num her 96 RejecfingD�fechve Work 118-139 Uncovering Work at EN(J 9 7-9 9 Shop Drawings, Change Orders \T- Ek s Reque st.... . and Paymem%__ ........ 13.10 ..... OWNIFR 4Wy Stop the Work ... 910 FMorminaticris for Unit Prices 21-:4 13.11 Correction or Removal of _2N 9,11-9,12 Decisions on Disputcs; EN(It- Dejeefire Work,____ .. ...... NEER as Initial Interpreter...., .... .. .. 22 13.12 Correction Period . ... .... . _ 28 5213 Limitations on ENGMEER'S 1113 , Acceptance ofDefeclive Work," 28 Authority and Responsibilities, .., L2-23 13,14 OWNER fag Correct NJectjve Work CHANOES III THE WORK 2 10.1 OWNER's Ordered Change .... ... ....... �23 14, PAYMFNTS TO CONIf RACTOR AND lo, 2 Claim for Adjustment .. ......... 23 COMPLETION 29 103 Work Not Recluired by Contract 141 29 Documents, 23 14— 2 Application for Progress 10,4 Change Orders 23 Payment 29 1(5,5 Notification of.Surety 23 143 CO NTRACTOR's Warranty of Title ('11AN'Gli OF COXTRACT PRl(`I, 1,; 14.4,14,7 Review of Applications for --29 I I " 1-11,3 Contract, Price', Claim for' Progress Nyments- , -- , 29-30 Adjustment, Value of 14.8-14.9 Subhtantial Completion , 3(1 the Work ... _23-24 1414 ... Partial Utilization , 10-31 11.4 (Art of the Work ............ 14-1� 14"11 finat Inspection... .......... .... it 11.5 Exclusion% to Cost of the Work 14.12 Fund Application lot Payment 11 6 (10N-Ukl%(ITOR's Fee. .... ... ... 14 13-1-4.14 .. ....31 Final Payment and Acceptance,"_ 31 113 Cost Records 14.1S Waiver of Claims 31-32 it's Cash Allowances 119 Unit Rice Work,, 2(i 15 SUSPENSION' Qf'WORK A.NI) Th R IM (NI A T 10 N 32 CHANGE OF CONTRACT TINIE.S ....... 151 (AVINM -R May Suspend Work_ 121 Claim for Adjustment Z6 15,2-15A OWNHR May Terminate 32 112 Time of the Essence . - Y 15.5 CONTRACTOR May Stop 12.3 Delays Beyond CONTRACTOR's Work or Terminate 32-33 C.ontrol 26-21 12A Delays Beyond OWNFIR's and 16 DISPI.71F RES01,17K N1 -- .......... . ......... 33 CONTRACTOR's Control 27 17 \41SCE1 LAN'rOUS 33 TESTS XNID INSPECTIONS; CORMCTION. 17.1 Giving Notice 33 REMOVAL OR ACCEPTANCE OF 17. Computation ofTimes.._.. 3 DEFf.,'CT11/1,,'WORK 27 17.3 Noticx of Chum 43 15.1 Notice of, lVects 17A Cumulative Remedies........ 33 13,2 .access tothe Work 27 175 ProfVssjonal Fees and Court 13 31 Tests and Inspections; Costs Inc I uded .33 CONTRAO OR's copciation, 21 17,45 Applicable State Laws..... ...3-34 3 .k 13.4 OWNLK`s Remninsibiluics, frittittionally left blan 315 Independent Testing Laboratory_, 27 135 (701`717RACTOR.N EXHIBIT OC-A: {Optional) Responsibilities, Dispute Resolution Agreement 6c-A1 13 7 Covering Work Prior to In.spcc- 16 1 -1 6,u Arbitration GC -A] tion. testing In ApfaoIzl, , , N 16.7 MediatioR, Jet' -.Al IV 1AAX'Ui;'vd-:RAL COND[TIONSMU-8 09911 EJa FI()Nj W1 CITY tf (REY9.99) INDEX TO t;rivr RAI . CONDITIONS C'.ity of Dort to the cleneml Condition, of the Construction GSntract are not shown in this index Artielc or Paragraph Number Acceptance of— Bonds and Insurance..._...................._....._......5.14 defective Work_, - ...... .......104 1, 13.5, 1313 final payment _. 14,15 insurance.._ ?.14 ether Work. b CONTRACTOR Substitutes and "Or_R lual" Items._... .671 Work by oWNTER....... .._. ' S- t 30. 6,14 Access I the. - Lands, OWNER andCt}'M RACTOR responsibilities .. 4.l site, related Work Work, ._._..__ ....__..__.13.2,13.14,14,1l Acts or emissions--, Acts and emissions-- t;ClINTI ACC7OR _ _ _ 69.1; 9.13 3 I-ENGIr1EER_. . _.._-.. 6.20, 9.13.3 OtiNER_, _ .. 6.20, 89 Addenda --definition of (also sae definition of Specifications)... (1 6, 1_10, 6 19), 11 Additional Property insurances ............. ......... 5,7 Adjustments— Contract Price or Contract Tintea_L5, 3.5, 4. 1, 43,2.4-5 21 _....... ._....._. 4.53. 9.4, 95" 10-1do..4, 11 . - 11. 12, 14_8. 15 1 progress schedule ..... _........ _.. ..... ......... 66 Agreement-- deflnnion of--..,,...-_ ............ L2 "All -Risk" Insurance. policyform Allowances. Cash _..11-8 Amending Contract Documentq 35 Amendment, Written— na 'encrat„_ 1, 11), 1,45,'a.5, i 1v, .5.12, 6.6,2 _........... .... tj 8 2, 6.19. 101, 10.4, 11 2 121, 13 122, t4.T? Appeal, C"tikN}'.R or t'tY\,TR.ACft'iR intent to. ,. _ .. 9.10, 9.11. lt°1.4, 16.2, 16 { Application forPkvanent-- definttion of.. ....._.,,. .)-a EN(,1NEEK.NResponstblla% ,.,......_ ................99 final payment, __.. 9 13 4, 9 13 S, 14.12-14 15 Ingeneral. _. ._....__ 18, 5.6-4,9.10,15.3 progress payment _.._.. 14.1-14.7 reeled of__.. Arbitration ......... ........_-. ..... ......... ..... 16.1-106 Asbestos -- claims pursuant thereto 45', 4 5.3 >VTRACrOR authorized to stop Work ._..__ 4.3 2 dcrinitioll of 1A Article or Paragraph No in E)Vv'NRR responsibility for _ 4 5 1, 8.10 possible price and times change., _ _.4 5.2 Authorized Variations in 6lrork,_ _,,, 3,6, 6,25„ 627„ 9.5 Availability of Lands, .... _.4.1, 18A Award, Notice aE-deflned.___._ _1 '..._..11._1.25 Before Starting Crmstrueuart ............. ..............r-5-1 Hid --definition of.- __ _t-5 0 1, 1-19, ' 3, 3 3, 6,13, 11.43, 1 ] 9.1) Bidding Documents --definition of _._ _...1.t�i .$.2) Bidding Requirements --definition of 1.7 (1 1, 4.243).2) Bonds -- acceptance of _._... _ . a-14 additional bon+;ls_-, I0,5. 11.4.5.9 Con ©f the Work.._.. _ 11.5A definition of ...__.._. 1,8 delivay ot.. .......... ......... 2 final Application for Payment 1412-14 14 }general ...... .. ......... ............-........ 1 10, 5.1-5.3, 5,13, _ 9.13. 10.5. 14.71 Performance, Payment and Other, .. .... ..... _ 5A 5-2 Honda and Insurance --in genera[._ .,, 5 Builder's risk "all-risk" policy form . ....-....... 5.6.2 Cancellation Provisions, insurance... _.5.4.A 1, > $Z, 5.15 Cash Allowincwx ......_ . .............. . .._....... ....... I1.:; Certificate ofSubs antial Completion , _ 6.3Q 2.3, , .1.38, 14,8, 14.10 Certificates of Inspection, ,._._ 9.13.4, 13.5. 14.12 C:crtificatesof Insurance_ -.__... =_7, 53, 5.4,11, 5.4,13. R h 5, 5.8 s, 14, 9_1:3A, 14,12 Change in Contract price -- Cash Alh vrances_.__ , ,.... ,.. I l & claim for price adjustment . _4. 1, 42.6,4.3. 315, 5tt2, 9A 9 5, 9 11, 101 Ito, 11 2, 13 9, ._._13,13, 1314, 14.7, 15 1, 15,.5 t ONTRAC fOR s lie ................ I Lio Coq, of the Work gcnerat ___._ . __.. _.,. -..._i1.4-11.7 I xclustons to, (7c�5lRecoeds__.__ in general ....1-19, 1 44, 911, Ili <, Ill 43, 11 l:ura7p Stan PrlQlig..................................11.3,2 Notification orsurety, ._. 11l_5 Scope 4, ... _. ln3-10.4 'I asting and Inspection, I3motering,tile lt;ork .,._. ..._.. .l OCIA' L.i1TERAL CO>aDMONS UI u-R IIWO 1,01110,N) x.' (TTY OF rORT 00LUi4S MODIFICATIONS tRCV 9;9% Unit Price Work I'll11.9 -Article or Paragraph Num her Value of Work .................. .. .11.3 Change 6t Contract 'I'imks. Claus lot times adjustment .... „-4.I, 416, 45, 5 15, 6.8.2, 9.4, 9.5, 9.11, 10,2, 10.5,12.1, 13.9, 13.13, 13-14, 14.7, 15A, 155 Contractual time limits _.... .,.12.2 rmkvs bevOtd CClNTP,-NCT0R's control _. 123 Delays beyond OWNHws and CON'TPUCITOR'scontrol_.,_ )24 Notirrcation ofsurery _.._-. 10.5 Scope of change _.. 10.3-10.4 Change Orders - Acceptance ofDe.ferttveWork 13.13 Amending Contract Docalnents, .,., _., ... .....3 rash Allow-ances... _ I I Change of Contract Price....., .,. ... _. .... _....1 l Change of Contract Times,,....,, Changes in the Work COs'c`IRACTOWsfee..._...................._............1 LC Cot of the Work,,,..... _ ............................. 11.4-1 1.7 Cvl Records _..__.. 1L7 definition of, l-9 emergencies_ ............. .............. ti. 23 ENGINEER'sresponsibility ... 9.8, I1i_4. 11.2, 12 1 eseCullon of ,........... ......,...10.4 Indemntftctiort,,.......... .6.12, 6.16.6.31.633 Insurance, Hands and ......... 5 101 5 13. M i OW'NTRmayterm inate I5.2IS.4 ('AkN, T ;ks Resptxlsibitity .... .... _.$A 16.4 physical Conditions- Subsurliacc and,_...........................................4.1 Underground Facilities-- ............... . _ ,.,,4.3.2 Record Documents. _.._,. __.619 Scope ofChange._..... ... Subst Lutes. __ _-....... ...._........ ... 6,7 3, 6.8.2 Unit Price Work . ..__. _ 1L9 value of Work, covered by ........ ...... 11 Changes in the Work_, Notification orsurety , 1n.5 `'R'sandC(S\iRtC'1'U s respousibihtres.__ _ ......_ 10.4 Right toan adjustment ...... .._.__.. lo-, Scope of change _._..... . ... _ 10 3 10.4 Claims — against CON 1 RM'FOR _ b. to againstENOI[NEER _._ 632 Change, of Contract Price .., _ - ')4. 11 Change of Crntract 1 imeg__.. _..,.._.. 04. 12.1 CONTR_ACTOR's_ _4,71,9.4.9.5.9.11.In2. _........11 11 9, 12.1. 13 `), 14R, I5.1, 15,5. IT3 41 C ONTW V IT(*'s Fee 1 L6 Article or t"aragraph Slumber CONTRA TOR!s hahility__... ... 5 4, 6_7Z 6 )6, 631 Cost of thetYork ...__. .._ .. 11 4, 11.5 Decisions on Disputes.......... 9,11, 9,12 [dispute Resolution- ,_.,.,.,. ___ ... ..... _....._.16.1 Dispute Resolution Agreement,,._.__.__, ,,_ 16.1-16,6 ENOMMER as initial. interpreter...___.. ........ ..... 9 11 Lump Sum Pricing Notice of _ _.... 173 ,ak'NFRs.... ....... 94,95 911,1D)2, 11,2, 11.9 --..... 121. 13.9, 1113, 1114, 17.3 O'kkMiR'sliability . .... _... .... ... .... .. 55 OWNTERmavreiusewrnalcpayment.. _ 14,7 Professional Fees and Court Costs Included ,._. 175 request for formal decision op,__ ............. ...... 9,11 Suhstitute Items.. _....._6 71,2 Tim c Extension _..._. 121 Tome requirements . e , ,..... . .. ...........9,11, 12.1 f nit Prize Work Al .9.3 t':due of ................................ _ .........................1.13 Waiverof:-ranFinals'aymenl..._...,........14,14, 14,15 Work Change Directive .,... 10,2 written notice required, _,.,,.. 9 �l f 11.2, ]_,I Clarifications and Interpretations . _.. _.. _... 3.6.:3. 9A, 9.11 Clean Site ._ ... ............................................ 617 {'voles of Technical S x i ty, C)rganization or Association ..... .......... .. 33.3 C'mnmencement of Contract Times _ ?3 <'ommunications-- =enera] '+ flazudCommunication Programs..._.__, 0.22 Ccaalpletion-- Final Application for Payvnen€..,_....................14.12 Final Inspection„ _ 1411 Final Payment and Acceptance ., _ _ 14.13-14,14 Partial Unlizaticm .... ._ _ 14,10 Substantial Completion_._.... _1 .18, 14.5-14,+1 Waiver of Claims............ ............14.15 Conrputation of Times. ....... - 17 ? 1.17.2_a" Concerning Sulxontrnetors; Suppliers and others........ 6.8-6.I I Corifcrenzcs-- imtisdly accepttlble sc}€edalzs,., .__,. � 9 �n>vonstruation_, I Ccxdlict, Error, An1bigmty, Discrepancy -- CON I RACTOR to Report _ _ _ a, 3 3 2- Coivt truetlon, before starting by ('(instruction Machinery, Equipment, etc..... 6. C ontmuu g the Wotk ... ,... ..... __... ....... -6 29, 10A Contract Documents-- Amendin8..,...... ,........ .........................................?' Ponds ..,. 5.1 F.K'f)C(ih Atli AI.CONIHIli3.*Cd 19n7 •a (7938 FAa I JON, i wi CITY OF FORT COLONS MODIFICATIONS {RrV 9991 Cash Allowances, 8 Stop Work requirements,, 2 U)NI RAC`I (M-5, AFIMC Or Fltfagraph Number Change of Contract Price Change of Contract Times, 12 Changes in the Work, � ...... ......... ......... 10A-10,5 check and verify. ,, , , ,, _ _ . .... ... _ .......... . 2,5 Clarifications and Interpretations,,.__.._....._...___. A.2, 3.6, 9A definition of, UNG(MiER as initial interpreter o(, FN0V%&J,',R as OWNER's representative, generuB Insurance Intent minor variations in the Work_ responsibility to furnish data, OWNEWs vesponsibifily to make prompt payment .. .. ...... . N3, 14.4. precedence, .. .. ... ..... 3 1, RLcord Documents,,._..,. Reference to Standards and Specifications of Technical Socicue�................................ RcIaW, Work Reporting and Resolving DiscrerAnciet. Reuse "fr Supplementing",_ Term trial ton of EMANEEks Employment Vint fries,; Work .... .. varimiowk.,_, 7.6, 6.23. Visits to Site, EIN(iIN"MR's Contract Price — adjustment of, 3,5, 4.L 9A. 160. It 2 Change of _ ..... .. .. ... .. D"ision (in Disputes„,.,.... definition of,... Contract Times — adjustment of 3 5. 4. 1, 9.4. 10 Change of Commencement of definmon of CONTRACTOR— '911 ?3 14 1- 14.13 33,1 0. vs 33 712 3.7 3.6 11.9 6,17 -1 L3 lI 3, 12 A 12 Acceptance of Insurance 5 14 Communications 6.16 9,2 Continue Wvik 629, 10 4 coordination and scheduling 091- definition 1111 Limited Reliance on Technicni Data Authorized 4 2 May Snip Work ci"Terminate l )3,5 provide site. access it) others 13 2 Safety and Protection 4.3 1, 2, 6, 1 o, 61 Shot) Drawing and Sample Review Prior lo Submittal Article or PaTtiegaph Number Compensation_-_..__ _ ... .. .. _ . 11,1-11,2 Continuing Obligation l... ..... .......................14, L5 0�1�ctire Work, .... .9-6, 13.10-13.14 Duty to correct zkfecliw, Work.... ....... .... Nty to Report- Changesin the Work caused by, Emcrgcncy 6,23 Defects in Work of 0(hers ........................ 3 Differing condition*_.-. 4-1.3 Discrepancy in Documents_„ .13, 332, 6 14-2 Underground Facilities not indicated 4.3.2 Emergeneies .... .. .623 Equipment and Machinery Rental, Cost of the Work.. ......... ............ .11,4.53 Fed --Cost Plus 11 4A 6, 11 5, 1, 11 6, general Warranty and 0 umanteo .. ..... .. . _ , 630 hazard Communication Programs ....... ............6.22 Indemnification, , �), [1 6.16. 6.31-6.33 Inspection of the Work,_._ . ........ ........ ..... . 73, 13 4 Labor, Materink and Ecluipmeni_ . .... ........... 613-65 Laws and Regulations, Compliance by_ 6 14 1 Liability Insurance. 5.4 Notice of I ritem to Appeal ' 10A obligation to perform and complete the Work Patent Fees and Royalties, paid for by ..... _r) 12 Performance and Other Bonds_.. , - , . 5. 1 Permits, obtained and paid for by - _ _ __O, 13 Pi qjress Schedule ... ...... 1.6. 18, 2. 9, 6 6, i6,29, 104, 15.21 Request for formal decisionim disputes ......... ..... 911 Changes in the Work-, 101 Concerning Subcontractors, Suppliers and Others... .. 6.8-6 11 Continuing the Work 6.29, 104 CONTRAC TOR'3 expcn,;,, (-1'()TN:TR,V-T0R`s General Warranty and Guarantee 6 30 CONJ RACI OR' S to iew prior to Shop I)tawule or Samplewtinlittat Coorklm:ftion ol'Work 69 EN61NEE16, evaluation, Submituies or 'Or -Equal" licnis, k) 73 for Acts and Oinissims, 6 9 1-6 9 19 1 for deductible amoums,insurance, 59 general 6, 7 2, 7 3, 8 9 Mizardous Communication Programs 6 i2 ItIdemnificarton_ ... ............ ..... .... I — o 31.633 vil ERIA'ITNIdAL CONVI-MINS 1910-8 (19VU LDIIION) %'OrY OF FORT COLLINS MODIFICATIONS (RrV9") Labor, ),iaterialsand Equipment ._....... 6, 36.5 Laws anti Regulations _. _- o,14 Liability Insurance .. 5.4 Article or paragraph Nu") ber Notice of variation front Contract I)wumcnvk . .. ......,.. __,.. ,...,.,fi-7 Patent Pees and Royalties,._-. C.p2 Permits ._........_ __._....._ 6,13 Pr ogress Schedtde _... _ Record Documents ... _ 6,19 related Work performed prior to E GI1NEER's approval of required suMmittals... . ., .... 0-28 safe structural loading ... 6.18 Safety and Protection _ ._ . 6.20, T2, 13.2 Safety Representative ..._... ...... 621 Scheduling the Work .......... ...... 6,9.2 Shop Drawings and Somples . .. C 24 Shop Drawings and Samples Rcvicw by LNGihTER ....,,.. ........ ..,., 6,26 Site Cleanliness.. _ _ .-.. 6 17 Submittal Procedures S.25 Sultatitute Construction Methods and Proaedures ...,..., �.7.2 Substitutes and"C�r-Equal"Items ,..�.., .�,fjl Superintendence., $Uperyision__..... Survival of Obligations.... _ _ . ...... ............ E.34 Taxes., Tears and Inspections. _ 13-5 To ReporF_.. _. , . ? 5 Use of Premises,.. .. _.,.. _4, to-b.I B, 6,30.2.4 Review Prior to Shop Drawing or Sample Submittal ........................................625 Right to adjustment for changes in the Work.....10-2 right to claim___4, 7.1, 9A, 9.5, 9,11, 10,2,11,2, 111_11.,11.9, 11L 13.9, 14.8, 15.1. 15.5. 17.3 Safety and Protection .. ....._._ "u1 E.22. 7 2, 13,2 SafetyR.epresertahve _ . _,.. -._631 Shop Drawings kind Samples Sub") inals.... 6 24-6.28 Special Con.suluinis... _ __..-...._.__......-.1 i.4.4 Substitute Construction Methods and Procedures 69 Substitutes and "tar -Equal" Items. Expem ......... _ J.l, 6.7.2 4ubcontractors, Suppliers and Others . 8-6- t I Supervision and Superintendence., 61, E2, 0.21 Taxes, Pavntent 11), _fi-lfi-fi _615 l scotl''remises.... 18 Warrant iesslid gwrant=s, .-.. _F5,6.30 Warranty of I itle, _ .14-3 Written Maice Required-- - C() 'TR.V- TOR stop Work cw terminate....__ 11� Reports of Differing Subsurface and physical CJoudninng...... .......... .4 2 3 Substantial curnpleu at -.- 14,8 viii CONTRACTORS --other _ 7 Contractual Liability Insurance 5.4,10 Contractual Time Limits .Article or Paragraph Number Coordination-- C ONTRACTOR's responsibility, . ft9 2 Copies ofDocuments ___...... C<rrectionPeritrd.- .. ............ .. ._.. __......2= iI12 Correctia>, Removal or :Acceptance ofl)efective LVork-- in gencrai......... .. .......10.4 1, 13 W-13-14 .Acceptance olD f ctive lirpr4._ _ _.._. ...,...13.13 Correction or Removal of Defective Work ,-._.... -_-- 6.30, 13,11 Correction Period ... ._ _ ._ _ 13 12 OWNER A.4av Correct Detective Work _ .. _.13.14 OWNER NMav Stole Work ..„,13.10 Cost -- of Tests and Inspections. ,. __._. 13A Reeordsll.7 Cost of the Work -- Ponds and insurance, additional...................t 1-4.5.9 Cash I1iscwrtt, ._...... .. ....... .... ...... 11.4.2 (',O,A'rRA('1 OR's Fee 11.6 Employee Expenses .. .,_ .,....... 11.4.5 ] Exclusions to,. j L5 General 1 1.4-11.$ Home oftice and overhead cxpenses....................11 5 Losses and dutnages .......... _11 456 Materials and equilment _ _1 IA,2 Minor expenses... I I I . I ...... _ „,..,..........11.4.5.8 Payroll costs on changes .. _ ... _ .._.....,.1 IAA performed by Subcontractors. Records 1 l-7 Rentals oTcoin traction equiptnew and machinery 11 4-5.3 Royalty payments, permits and license fees .___..._.._..-11.4.5.5 Site office and tempornry facihno.. ., l 1-4-5.2 special ConsultantstN , CNTRhC'fOR's............11,4-4 Supplemental .......___ .l1,4.5 Taxes related to the Work _.... ..__... -.I IA 5A rests and Inspection Y,kidelhsucwots. _.___... _..1E4.2 1 tilwez fuel and sanitary' hickhres . 11 4 i,7 Woik aQer regular hours...-... _ 11.41 Covering Work_ - _..13,6-13.7 Cumulative kemediex. ................... 17.4-17.5 Cutting. iittmg and patching .. _. 72 Datki to be furnished 1,T Okt %I;R 8 3 Day--delimtion of_,„, .. _,..17 2.2 DecisicnsOtltTtts}xltes ,_. .,,,.,._ c)]1,.9.12 Af Rare --definition of _.... -._. - _._.1.14 uEj��eni S`kork-- Acceptance of _ .... . _ _.. _. ..., . _.. , I oA 1. 13,13 f,Jf7rX? l>7.^�lkat 4i, C{7h9 rti lrJNti 1;'+h+•8 QN59 tJ>trlixN) Fri C'nTY OF FCiar CVLi.t?SS �1G€Jti7C)AIlOYS (RJiV 9149) Correction or Removal of. _._ _ Io.4.1, 13.11 Correction Period .. _ _. 3 12 in general_.._._,13, 14.7. 14,11 Article or Paragraph 'Rummer Ohwrvation byENt4INUR ... ._.,..._.._.,_...,._..._.... 9,2 OWNER "yStop Work .... ......... . .._.,. 13.10 Prom ptNotice ofDetects .............. 13,1 Rejecting...._. _ ___..__.. . _ ,.. _ .. __.._ .9-6 Uncovering the Work,. _. _ 13 S E3efinitions Delays ...."I... ....,4.1. n 29, 12.3-12.4 Deliveryof Bonds, .._....... .... ... ..... ''_.1 Iacliveryofcertificates ofinsurance _.._ ,.'9 Determinations for Unit Prices _ 9. ila Differing Subsurface or Physical Conditions -- Notice of_..._ . ....._.. ,.... 423 rNGTN"FFR's Review ..... ..... ...... �_.....,4 2A Pcomble Contract Documents Change.. Possible thrice and'Eime,srAdjtucimcnts _. 42.6 Discrepancies -Reporting and Resolving _ _ _....2 5. 3 z 2, 6.14.2 Pispute Resolution-- rAgrcement.. ........ .............. ..... .E6.1-7a,6 :Arbitration,,, _........_._..__... . __.161-16.5 genera116 Mediation._ , ............ 16.6 Dispute Resolution Agreement, ___. ._.16.1-16,6 Ilisputes, Decisions by HKOINE'ER............... 9A I-9 12 Dow ivents-- Copiesof__. '2 _. _.. Record 6.19 Reuse of... _..... ._....... 33 Dravv ngs--dctutinon s1 ..._. _. 1.15 Paseanents ......... ........... ........................4.1 EfTectivc date onf Agrecmcnt -- definition of. ........, i, I6 lim ergenctes _ _ _ _ 623 EN(AN1'EER- asinitial interpreter on disputes_ 9,11-9.12 definition of. _ . ,..._ . 1. 17 Limitations on author ity turd r oponsihilities.--., 9.13 Replacementof,. Resident Project Representattvc, _ ... 93 UN(YI LEICs Consultant -- definition of __. _ _1.1$ FiNGINEEWs-- authority and responsibiliq, ]imitations on. 913 Authorized Variation% in the Work... ... _........?-> Change Orders, responsibility for. 9,7,1o, 11, is Clarifi�ationsandlnterpreranons,. 3.63 9.4 Decisions on Disputes_. d,(ective Work, notice of ,.. 13 t Evaluation of 4ub tivat:- Items _ t*.73 _. Liability...... _ .. ..._... 'i 32, 912 Notice Work is ?Uceprable ___.. _ _ 14.13 t,}Iraervanons ..........._...................... 63D.2,9.2 t>Ll' E.R's (Representative __ ..9.1 Pavatents to the t;C.)N7k.AC'I OR, — Rcsponsibility for. 9.9. 14 Recommendation of Payment ., ... 14A, 14.13 Article or Paragraph Num her Responsibilitias--l.imrtatiaitson, 9.11-9,13 Review of Reports on Differing Subsurface and Physical Condition-;_ ..... ...... .. .4, 4 Shop Drawings and Samples, review responsibility ..... __ , , ___ . , 0.26 :itafus During Cmslructiam- authotized variations in the Weft.. Clarifications and Interpretations _ ._ _.._.04 Decisions on "sputes. . _ _ 9,11-9.12 Detem orations on knit Price .9. if) ENGINEER as Initial Interpreter _ 9 11-9.12 ERGP4fiER's Responsibilities ,. ...9 1-9 I2 Limitations (in ENXTINEIXR Authority and Responsihilittes„_.._ QWDI" Rs Representative,,.-.. 9A Pro}ect:[Representaitve _ 93 Reiecting laefeeleve Work,, , 9,6 Sharp Drawings, Chancre Girders and Paymorns_ _ 7'9.f1 Visits to Site Unit fiice determinations ��.. �...�9. 0 Visits to Site _ .. __.. ri Wralcn consent requircd .. _....., ......... l?, 9.1 Equipment, Labor, Materials turd.. ..... .._..._ .......0 Mi Equipment rental, Cost of the Work._ _ 11-4,i3 Equivalent liaterials and Equipment 6.7 errtu rr onussions g,33 bvidenceofFinancial Arrangements _ _ 8.11 Expfora mmi of physical conditions, ... ... .........1.2.1 Fee. CO *RACTO Ws--(ostsPltrs 1 Lt Field (-)rder-- definition of _...._ _ _ _ l 19 issued by E% 31NUR _ 3,6,1. 9.5 Final Application for payment _._._.. ..._.._..14.L'_- Final Impcetioq ,,,_.,,_ 1411 Finat payment-_ and Acceptance, __..,._ _.14.11-1414 Prior to, for cash alloivmccs_. 11.3 Gctara3PioYllwOlS 17.3-17.4 Genend. Requirements— definition Cof,_,...__.._...._...,_.....,.. _..._.,.._......_120 principal references to n 6 6 4 6_6-6 7- 6,N (iivinp Notice 171 GiuussntCCof lZbcl --b} C.ta\TRa 1'c)R 6,30, 14_12 I°laaaaord C ommunicatton Piogr:mis,_ 6_2Z llazardoas WHsre-- deiinti+mof..._.._...... ..._.._...... ].21 general _ .._. _ ._ .4.5 t%AkNPR`a re�s)niabi)ax rot ti k-tX' Ca.N11W. (70A011 t AS i91 V-S 099E LAX 110N) W OTY OF FORT COLLTI SS h OD11'1CA77f NS MIEN 91991 Inde unification n 1Z, 6.16, e 11-63. Initially :acceptable Schedules. _ _ _ --- 2.9 Inspection-- Certificatesot__,_...._.._...... .9-I3.4,'L3.5,14.12 Final _.. . 14 It Article or Paragraph Number Special- requiredbyENGINEER, .... .__ ._.._..Q.6 Tests and Approval__ T 13.3-13.4 ... Insturance-- Acceptanceof,byC3tbNER_..,.. _ 5.14 Additional, required by changes in the Work, _._. ... Before startingthe Work, ._..__ ?? Bonds and --in general S Cancellation Provisions- It C'ertlficatz; of ....__ 2 7, > 5.3, >,411, > 4 13, 5 S, 5 14, 9.13.4, 14.12 completed operations ... ..... __ . :... 5A13 C VrRA("fOR'sL.iability, _5.4 COM'R-ACTGR'sobjection tocoverage ,.... .,.__ 5,14 Contractual Liability _. s410 deductible amount:, < ONTR.ACTOR's responsibility....... ....... ,......... , Final ,pplicaten for Payment_.. _.. ....� _.- 14 12 Licensed Insurers, „ 5.3 Notice requiremanLs, material changes,.,,,_, SA, 10 5 Option to Replace, _ _ _ _ _ . 514 other special insurance, ........._. __....,'.10 p1FINER as fiduciary far insoned ........ 5-12-5.13 r> VNI-R's Liability... C7WNFPL'sResponsihilit4 _. S.5 Partial Utilization. property Insurance ,,_ __. 5,15 Prgnerty. _.. .. - 6S,Io Receipt and Application of Insurance Proceeds. . ..................................5.12.5 13 Special insurance_._. 3 10 Waiver of Rights,,,_„ hltent of COnh'act iiOcuitt Gn4i ___._ ___.._3,1-3.4 lnterpr Pautxu and Clarittcitnmc._.,.. _ _ 3 o3, 9.4 Investigations of physical uondltionS.......... .........4-2 Labor. Materials, and Equipawnt, .... ¢-3-6.5 Lands — and Easements 8.4 :AvadabilAvot.__..-._ ...___.4,1, 8.4 Reportsand rests_.._ .. �...,... -._ .. ..$.4 Laves and iteculationx--Laws ut Regolinions-- Bonds 51-5 2 Chartres in the tVork 10.4 Contract I,oc anent>.. .. ,._.. 3.1 Ci) <MAC I Ok's Responsibilities, 6 14 Correction Period,dereenre Work ..,.... 13.1' Cost orthe Work, iaxes_........__. J 1.4.5.4 definition of ...._. __..._. _. _. _. P21 dencralo 14 Indemnification,.,,.,,.. Insurance..... _. 5 3 Precedence.. - a.t,3_3,3 Reference to..... .... _ , _-,.. _ 3.3.1 Safety and Protection ... ...... _.. _. 20, 13,2 Subcontractors, Suppliers and (4hers,_,_ ,6.5-6 11 :article or Paragraph Number Tesisand Inspetions 13.5 Usenfpremises__. .. ........_ ........ ......ft.l(.+ Visimtosite__- __. 92 Liability Insurance,-- CONTRACI'4R's. ... . ........ ......... 5A ............ 5.5 Licensed Sureties and Insurer_. ...._ _,..53 Liens-- Applicationfor Progress Payment, 14 t70;v rRAMOWs Warranty ofTale ...._ -_ _. _ 14_3 'Final Application for Payment,, ......... ............... 14,12 definition of ... 1- Waiver of Claims _,. 1415 Limitations on IEN4IN'GER's authority and responsibilities_,. .._ ..... _.... ___.. _ . 13 Limited Reliance by CONTRACTOR .AuthQlEed. ........ .. ..... NLiintennnrx and Operating Manuals -- Final Application rot Payment 4.12 Manuals (of others) -- Precedence_._... _._. _ _.__.. .._3331 Reference to in Contract Documents....,.......... . 3.3.1 Midcrmhl and equipment -- furnished by COVfRACTOR _ -. 63 not incorporated in Work . ...-,-.,..,- ,. 14.2 �3aterials or equipment --equivalent, _,,._. ._....6.7 Mediation (Optional), _._._. _ I67 Mile;[tones--definition o1',,,,,.„ 1 24 ivh�l laneot�- Computation of Times , _.. IT: Cumulative Remedies ... ... _ 17.4 (Jiving Notice ..... ... ..17A NoaceofClaim, _._. _17.3 professional Fees and Court Costs Inciudc d„ ... 17 5 Mult)-prime Contracts , _ _.._. _ Not Shown or Indicated 4.3.2 Notice of -- Acceptability of A'o(eet ........ I4.13 Award, detinnion of _,-._.. 125 Claim ..... ,. _.. .. 1.7.3 Defects.13.1 Differing Subsurface or Physical Conditions 42.3 (ilving ITI Tests and Inspections 13.3 Variation Shop Drawing and Sample,,,._ ......... ,.§i27 Notice to Proceed -- definition ot...._.... .....................................120 giving of EJ(.It:X'lIk.*,,KAt. COMA 1'tUMS IMU-8H994 HIA floNr w ('ITY or roRT E;ot.UNS MOD FICAT10M MEN' 9,99) Notification to Surety . , ,. ,. _... 10.5 Observation,. by I `4t INFU K .... 6.39, 92 Ocatpancyof the Work, .,_ .;5.15, 6,3tt.2.4, 14,10 Omissions or acts by CONTRA( "I CAR,.._- , ._-6-'9. 9 13 Open Peril poliuy form. l'nsttrance_._.. ...... .-11_._5.62 Option to Replaeo.._............................................... 5.14 Article or Paragraph Number 'Or Equal" Items, ..,..... ........._....._.. ............_ n.7 Other work 7 Overtime Work. -prohibition of _ 6-3 Ac eptance afdefechve Work .... ......................13.13 appoint anENGINFhR ....___... _..._....5' as fiduciary-.......... _. 512-5 13 Availability of l,anc, responsibility .. 4.l clefinition o1' 1.-7 data, furnish 83 May Con ect bgfeertve Work_........................t.1 14 May refuse to make pa_yment...-__.. _.,..._.,14.7 _ hlsp Stop the Work ..._.. . ..... .... ._ _..-13-14 NLy Suspend Work, Terminate _.._ ._._8,8, 13.111, 15,1-15,4 Payment, make prompt.....................lJ:3, 14A, 14 13 performance oTother wor.............. 71 Permits and luvnses, reeluiremenis, purchased insurance requirements 5,6-5.10 OWNEks-- Acceptaneeofthe Work, .-..___ .-._630,2.5 ( hange Orders, obligation to wnta utq_,...-4-So 10A Communications,_ ...... __.............. .�,I Coordination of the Work _ ..... _.._ . 7.4 Disputes, request for decision,, 'Al lnspectitrts, tests and approvals . ,. t .7. BA i.mbthtylnsurance Notice ofDefcet5..._...................... ............... ....i.i-1 Representa€lye--During Cort3Vuutlon, FM3lNH R's Stattts 9,1 Responsibilities— Aslestos, PCBs, Petroleutu, Hazardous Waste or Radioactive Material .-__,..5.10 Change- {hdcros............. „8.6 Changes to the Work, _ ._ _ lot communications &. I C"pvlRr\C.'Tl)R'sresp(>tlsll7lltlle, $'? el tdc➢ze of financial UttilliLC4iti Cllt3 ._...�-1l inspections, tests and approvalti_... ,._,. _. _8.7 insnranu S 5 lands and rus meats. __ _. � 4 promptpavmtnthy... .___._.8-3 replacement of }itit3l-'�`]"sl~:R --_... #1.2 reports and tests 8 4 stop or suspend Work, 8 R 13 If) IS.I terminate C(,)NTR \( T(,)R's testing, independent _ . -. 13.4 use or accupaney of the Work __.. - ^ 5,15, 6..3(7.2.4. 14, W written consent or approval - required,,,,, ... k-1,63, 11 4 a7 @1CDA tiENa{At. C6NtN L1E§ti`S l9i0-t{(1'rlp ril)t'rt4?fil w.! CITY OF r;RT COLLINS tit0r)CITCAn0NS 1PX V 9.'99? Article or paragraph Number written notice required , _ _ TI, 9 4- 9,1 L 11,2- 119. 14 7, 15 4 PCBs' -- definition of-. .1 29 general ........ __J5 (AVNER's responsibility for, A10 Partial Utilization - definition or ..... . .. ... ....... .... .._._.,.1.28 general 630 2.4, 14, 1 Property Insurance., 15 Patent Fees and Royalties_, .............. ...... 6,12 13hyment Bonds,_ 5 1-5 ^- Paymerus, Recommendation of, ....... 14,4-14 7� 14,11 I'Ayinents to CONMACTOR and Completion -- Application for ProgressPayincrus . , , , , , 14,2 ('.O\,-rPAC-rOW% Warranty of Title. - 143 Final Application lot Payment,,.,. ... ....... . ...... 14,12 Final Inspectian" . ,, " __._ _ ...... , '1411 Fittaf! Payment and Acceptance, 14 13-14 14 general _ _8' 3, 14 Partial Utilization 14 10 Retmnag-C-11 .."1111-1111.1-11.1-111 .......... Review ol'Applications tbr ProgressPzymeras _14 4-14 7 prompt paymcnt_ Schedule Of values,,,. •„ ..... . . . ..... 4,1 Substantial Completion, Wifivey of Claims ................ ...... ... 14, 15 when payments due ........ ................. 14 4, 14.13 NvithholdinSpayment. 143 Performance Bonds,, 5-1-5,2- Permits 6. 13 Petroleum definition of-- ... 10 general,.... ....... ......... ........... .... ;4,5 OWNER's responsibility for . ..... 8.10 physical Conditions - Drawing% of in or relating to 4 11 2 RNOINVUR's roview,., ........ 4.2 4 existing structures 4,12 general 4-2, 1 2 Nlofice of Differing Subsurlace of . ... ... 4,2,3 Pussible Contract Documents Chunge,, 4.2.3 Possible Price and Times AdjItm1ment.s_ 42o Reports and Drawing s................ .... .... ..... 4,2 1 SUhsufrace and 41 Sulbs'urlace Conditions 4 21 1 Technical Data, Limited Reliance by cox'l,R.AcroR Authorized 4.: I -'aderground Facilities— N(A Shtywn cT ffichetted, 43.2 Vrotecti,in ot. _4 3, 6 20 Article or Paragraph Number Shown or Indicated., 43A Technictil Data 4 2 2 Freconstruction Conference .......... . .... ..... Preliminary Mraters .. .... Preliminary Schedules ___ ........... Pfollises, Use of'. o 16418 Price, Change of Contract .. ..... ... .... llrcgress Payment, Applications for . )4 Progress Payment-retainagq, . , ...... 14,2 Progress schedule, CON A RACTOR's._ ..... 2 o, 2 X, 2 9, 66.6.29, IoA 15.2.1 Project -definition of 1 31 Project YNOINTEWs Status DuringConstruction, Project Representative, Resi(L-nt-definition of 1, 33 Prompt payment by 01Vv7N;T-P'........ ..... .. ...............8.3 Property Insurance - Additional 10 Partial Oilization, ._5 15, 1+10,2 reccipt and application of procecd% ..... _ I ...... i 12-5. 13 Protection, Wely and... ........ --fi,20-6,21, 13" Ruld) list 14 11 Radioactive Material- defirition of .. ...... I'K OWNEIR's responsibility ily fv..... ..... ... It) ,Recommendation of Paymcnt_, ........... ,14.4, 14,5, 14,13 ReLoTd Documcrits, I 914. 1 -2 Records, procedures for maintaining 2.8 Reference Points Reference to. Standards and Specifi eat tons of Technical Sotijefics.........................................3.3 Regalations, Lows and (or) .... .............. 6.14 Rejecting 1)efeefive Work 9A Mated Work - at Site T 1 - 7.3 Performed prior to Shop Drawings and Samples submittals review ....................6.28 Remedies, cuniulative., , , - - , ...... 174, 175 Removal or Correction 47). /zchiv Work 1111 rental agreements, OWNEkappitovalrequircd, 114533 icphiermont orb.*NGINEER- by (AMNER 8,2 Reporting and Resolving ...2.7. 33 2, 6 14,2 and Drawings 42 1 and Tests. I espon3ibility' SA Resident and Project Representative -- definition or, 33 Provision tor......_._ ..... _ ......... x1i w, CITY Or FORT COLUN'SMODWICATIONS (Pr.V,),'9')) SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub -bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid,Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 12/03 Section 00100 Page 1 Article or Paragraph Number Resident Superintendent- CONTRACTORN 62 Responsibi lities- CON'TkNCTOWs-in goneral,__ ENGINKEWs-i n general........ .... 9 Limitations on 9,13 oWN—r.Ws-in general„......__._..,.,,-... Retamage 14.2 RettscofDocuments- ...... ..... 3,7 Revic" by CONTRACTOR: Shop Drawingsand ianiplm ftior to Submittal,,-, 6.25 Review of Applica6cris for Ncgress payments Right to an adjustment, 10.2 Rights (if Way .... .. ... 41 Rovaltics, Patent Fees aral,__ 12 Safe Structural Loading-_..._ _ . ... ... 619 Safety - and protection ...... 4,12, 6.16, 6- 18, 6,201-6-N, 71, 112 general . ....................... .. . .... Representativc, (-QVFRACTOR's_ F 2 1 snniples- definition ... ...... 1.34 general . ........... ...... ... . ....... .. Review by co\mfRACTOR 62i Review by HNCANHHR__.._ ........... ...... �.206 27 related Work .... .. 2 9 "ahni ittal of, 6-2+2 submittal procedures_ -5 Schedule of progress, ....... .. 6.6, 1. 1-11 1 1629- 104, 152.1 1 Schedule of Shop Drawing and Sample Submittals .......... ........... 6, 2.8-19, 6.24-6.28 Schedule of Values, 6, 18-2 9. 1+ 1 Schedules__ Adherence to 15.1-1 Adjusting f).6 Change of Coraract'rime-s-1. InatallyAcceptable,, Preliminary 2,6 Scopi: of Changes .. .. .. 103-10.4 Su bsut fact Conditions S 4,11.) Shop Drawings - Ind Samples, general.,................... .. 6 24-6 28 Change Orders & Applications for Payments, and, 9 7-9 9 definition of L35 Rszrl' approval of, 362 ENX;fNT,ER!s responsibility tot review ' ............. . 9,7, 6 24-6 18 related Work review procedures........,.. ..... .... N, o 24-6 2N' Article or Paragr aph grsph Number submittal required..,.._, _ , _ ... ... .... _ _ _ _ _ 6 24.1 Submittal Ptoeedures ............ ......... ....... 6,25 use to approve sub.q0titions .. ...... . .. 6 7.3 Shown or Indicated Site Arcess.- 13-1 Site Cleanliness"I''. 0 17 site, visits to. - by rjN(3U<EjR 9.2, 13,2 be others IE2 special causes of loss" policy form, insurance 5.6 definition of 136 Specifications- Y36 of Technical Societies, reference to 3-4 1 precedence......... _. __3.33 Standards and Specifications of'rcchnical Societies .. ..... .. _33 Starting Construction, Beforq_ .15.18 "tmunr i , the Work_.._ . ..... .. .. '1-4 Stop or Suspend klv'ork-- by CONTRACTOR .............. .............. 155 by OWNFR 151 Stcvaac Of materials and equipment,, 4. L 7.2 Structural Loading, Safety, .6.18 Subconuactor- Concerning,. ......................... 137 waiver of rights_ ... .... Subcontractors -in general 6.8-6.11 Subcovurac,is--required provisions___ 5. It, 6 11, 11 43 subm ittals- Appheations for Nymertk__ ... 14 Z Maintenance and operalicat Manuals ...... 14 12 procedures.....,_..._ _6 25 Proarc5s Schedules, 1-c" 2,9 "am p les. 24-6 18 Schedule ol'N`alries ... ......... ... ... 2 61 14A Schedule of Shop Drawings and Simples Sulwissions -6, 18-19 Shop Drawings, Sul,stantial Completion - certification or 30,1 3, 14, X- 14 9 da5nition of j.38 Substitute CoT)struciion Methods or Procedures 6J,2 Substitutes and "or FqUal" Items,, 6.7 C'0YI'RACT(-)R'h Expense ' 6 7,13 kNMN,I-'J,'k'-s Fwaluation 7 3 .. or-k'qual" 6.7.1.1 sul'slaute Consil Liction Methods Cola)[-[RNS [910S (1990 Ela I losa w., (TEV OF FORT COLL111% MODIROATIONS (REV 9,`99rj Article or Paragraph i"^Fttm ber or ProCadures........_....._......,....._.............. .7-� Snbstitutr. Subsurface and Physical Conditions -- Drawings of, in or relatng to -..,. ..... -....- ..... .2I..' E!NGF )ERR'sRxview__._.. _.-.. 4-2-4 general... _ .- -.... _................ _..-.- _..4 ? Limited Relitmce by CONTRACTOR Authorized.4 _-2 'notice of Differing Subsurface or Physical Conditions .... _._... _.._..._-_.............4.? 3 Physical Conditions_ _........ _..... -...._-.4.2.1 Possible Contract Documents Change 4,2.5 possible Price and'Finies Adjustmerits ...... ?t.2,6 Reports and Drawings, _ .-..._�4.11 Subsurface and .......... ........... a 2 Subsurface Condit ows at the Site 4,11.1 Technical Data Supervision-- CONI'RA(rtslt'srePonsabilitv._. O\ NEk shall not supervise.............................--,R 9 ENGINEER shall not supervise ..... .....9.2, 9-132 6,2 Superintendent, CONTRACT rasidunt,.....__-. ,.,6-2 Supplemental costs _.,..,_... ...,...._ ... ,_...,.. 11.45 Supplementary Conditions -- definition of.... . .......1.39 principal references to.................1,10, 1,15, 22, 2.7, 42,4-3<5-1,51.5A .5.6-59, 5AL6.8,6.13,7A,8A1,9.3,9.10 Supplementing Contract F)oxuments._. Supplier -- definition of__ j.40 principal references to.. - i,7, 6.5, 6.8-6.11, 6.20, __ .__.... 6,2A 9.13, 14,12 Waiver of Flights._..._.. _.....,... . ._._.:..6,11 Surety -- consent to final payment . _ 14,12, 14-14 itic3PQE?HR has no duty to ..................... 9.13 Notification of _ -.. 10,1, 10,5. 1 i,2 qualification of _.... _. _._...`.t-.5_3 Surreal ofClbhgattons._... .._.. fi 34 Suspend Work, 01 A41i,Rltlay 13.10, 15.1 Suspension of Work and Termination-- .._... ..1.5 )_tiTRA(7 a iR May Stop Work orTerminatc... -.. .-... 1? Ull MiR \Jay Suspend Work OWNER Maq Terminate 15-2-15.4 "Fees--Riymcent by CONI RAtvl'()R.__. _...... -14 Technical Data— Lanited Reltonce by COST RACTOR„..,.,.__-....4 22 possible Price and Times Adjustments 4.2.6 Relucxts ol'Uiffenng Subsurface. rind Phy-sicalt"onditiun's' .__... _..._.,4.?3 Xn T'emporarysonsttuatton (act Iitieq, _._ .4J Article or Paragraph Number Termination— byCONTRAc-roiz _.._ _ .... -. 15.3 byO"'NBR„...... .._........ .....+A 15,1.15,4 of}3NUINFIsR'samphtpment,- _.,.. ..--,8.2 Suspension of Work-in general Terms and Adjectives _.. _ 14 'tests and Inspections -- Access to the Work, by others _ . _ 13.2 COMJOC1OWs r'esponsibJitics............... . .... 13 S cost of 13.4 covering Work prior itp__...._ .... 13.6-13.7 Laws and Regulations (or). 13,5 Notice of Defects,- OWIN'Ek May Stop Work_ 01ANIER's independent tesgm?„ ........... ...j3 4 special required bAr ENiG1h�PER....._... ..- 9.6 rarely noiicc required -..._... . . _.--.13-4 Uncovering theWork. at l NrGNTJ-Rs request_ _ _ 13,9-13.9 'Pines -- Adjusting., ...... ... _............ ....... Change of Contract Computation of, _ ,,17.2 Contract Times --definition of .... _...-,-.._.......1.12 day 172,2 .... ...._.12 Requirements -- appeals 9,10, 16 clarifications, claims and disputes.., .._9.11, 11,2, 12 ('tmtmencementofContract Times _._ 23 Preconslruction Conference schuiulcs................... ...... ...... 2.1, 2 9, b 6 Starting the Work 2.4 Title, Warranty of -... _.. _ __. .143 Uncovering Wort Underground FacilitiesPhysical Condinons-- delulltion or .... ....... ........._,.......-.. -,....-.-_........ ) 41 Not Shown cr Indicate.i, _. _ -_. - ..._._ 4.3.2 protection of ,..... 4. 3, r1.20 Shown or Indicated _- __._. 4.3.1 Unit Pracx %V(,tk— Clamrs _.._. _._.._ ..._..., 1.1.9.3 definition of_ ....... ........_...... ..._.. .... ...1-42 generalll n, 14 1. 14S Unit prices general 11,3.1 Determination for 9 b) I=se of Premases- . .- . 6.16. 6 18 0 3@2A 111111y owners,_ . .__.,_ 6 13, 6,20, 7-1-7.3, 13.2 tttiltrition, PartialI 29. 5_15, 6,30_14, 14-10 Value of die Y(rk..,... .. _...-_..... ...... ...... 11. 4 Values, 3abedu.lc oi.-- ........ 2,6, 2819, 14A hJbaX'UKNhAtAL CONI IION IVIO-9{]990i F.IAIION) w CITY ire FORT COLONS MODIFICATIONS (REV 9,") Variations in W(4-Ahnor Authorized - Article or Paragraph Number Visits to Sitc—by E'`tGTN)"b;R,.._.,......_ .....................9,2 Waiver of Claims --on Final k'ncnt..._. _-- 14.11 kka ver of Rights be insured parttc.._..............5, 11� Warranty and Guarantee. C,eneral--by CONFRA(701k ..__....... _._.... 30 Warranty of Title CONTRACTC)R's .._. ..._ .._....1.41 W(vk-- Accless to 13' _ .. b... y othivs,... ........ Changes in the ,._.... .................._....-......._.-._..._.1.d Continuing the, ..... _ _ _-29 CONTRACTOR flay Stop Work or Termatate _ 15.5 Coordination of. _..... ._.__. _. _.....7.4 Cost ofthe—,....... . , . ..I1,4-11.5 definition of,`. neglected by C OM'R.ACTt)R _ . ,. _..._.13.14 other Work. — 7 OWNER 'May Stop t44xk . _...-.. 13.10 OWNER May Suspend Work,_._ ....... _13.10, 13,1 Related, Work at SitG.......... _......,.... _.........7,1-7.3 Starting the, ._ ._.. _ __,...n-4 Stopping by C1V T tACTt)R Stepping by OWNER ._........... .-- .._...._._,_15,145A Variation and deviation authorized, minor .__..... -3.6 Work Change 1)irMj e-- claims pursuant to—..........................................l tL2 definition of principal rci=nces to, ..... .._..._.-_._3.5.3. 10,1-M2 Written. Amendment -- definition of ..-..._...1.45 principal ret4enc,ca to.... 1.10.. 3 5, 5.10,1512, jr.'62, 63,2, 6.14,1i:).1, lo.4, 12.1, 13-112, 147.2 Written Clarifications and intrrpretalion:s.. __.._..._ ...._._ 3.6.19.4. 9.11 Written N'QUCe Rzyuired-- hy CCTt1"liA -TOR ......_.................... j 11 4.1Cr-9.11, tn•0W\1Tt_ _.._9111-9.11, 10.4. 112, 13.14 Xv EJCIY,' Gh'N1, tAL o(mttr IUAs t9uis tI9ua r )rnz») w' 1.CY1° IX FORT Ctl1.1dN4 NIODIPIC=ATIONS, (REV Wig) (This page left blank int iti orally) tlJ4"IX'CSEN R SL CONDI I IONIS 191I.8(Mil II)MON) w' CITY OF FORT COLLINS mfoint"A noNS iREN' 9199) GENERAL CONDITIONS ARTICLE I--DERNMONS W7teever usvi] in these General Condinonns or in the otter Contract Tkrctmhents the following; terms have the meanings indicated winch are applicable to both the singular find plural thereof: 1.1, Atk* ndu--Wratens Or graphic instrument% issued prior to the ope Ling of Bid- which eland, e<vte.t or change the Bidding Requirements or the Contract Documents- 1 2 4ggrvement-The written contract between (3WNER and CU„RT'hA'TOR covering Ole Work to be performed; other Contract Documents are attached to the Agreement and made a part thereof as provided therein. 1.1 41)pIkanon for 1'r3mer+t Thu form acceptW by EM3 rx' :R which is to he used by CONTRACTOR in requesting prunes% or final paymcvi19 arxd winich is to be accompanied by such supporting documentation as is required by the Contract Occumems- 1.4. asbestos t material that conways more than one percent astiastos and is i able ax is rcleasit g acb sat C lxrs into the air above current notion levels estabhsfied by the United States Oectipational Safety and Health ,"Wa inistratic4l. 1.5, Bod--Thar otter or p oposal of the bidder submitted on the prescribed form setting faith the prices for the Work to be performed 16, Bidcdg Ckvimaenrs-The advertisement or mviiatidxn to Bad, maruetions to bidden, the Bid Iorm, and Ole proposed Contract Vocamlents (including; all Addenda issued prur to receipt of 13 idsl. L7. $id&ng Requirements --The advertisement or i nvitatim to I3id, instructions to bidders, and the laid firni. L8, Bondi-Perfor n once anal payment txxxis and oiler instruments of security. 10, Change 0fdo -A docwnem recommended fry 11tiGINOilk, which is sigiatxl hy° CONTRACTOR anti 0kVNER and authorizes rat addition, deletion or revisions in the Work, cx an adjustment in the Contract {''riceor the: Coraraat Times, issued on or after the Effective Hate of the ,;�:reemem I IQ Cimtrecr Lloaumentx--The Agreemefr. Addenda (which pertain to the C'vntroct D(,cur cols), !()lv'1RA('l()Rs 13td (inchuding tknuirentation. acccatrFanping the Rid and any post Did documentation submitted prior to the Notice Of Award) when attached as an exhibit to the Agreement the r:otiec to VRiceed, the. Bonds, these Creaeral Coalitions, tile Supplementary Conditions. the Specifications and the Drawings as the FJr ]�< r;E'YFat�11, ccaNU]'[tO�S h 910-s P 9W) ]i Ormi1 Lv(1Y OF FOR I a'01.UCIS MODIICA r1 `OrfRl%S.'I[H9p same are mare specifically identified in the Agreement, together with all Witten :amendment-, Change Orders. W'ork Clahg;e Directives, yield Orders and ENGTNEEKs written interpretation and clarifications issued pursuant it) para6gn*3.5, 36.1 and ',,6-3 cry or after the Efeective Date of the Agreement. Shop Drawing, submittals approved pursuant to paragraphs 6.26 and 6.27 and the reports and dravilirw referred to at paragraphs 4 2 1 and, 4,22 are not Contract Documents. 111. Contract Pricy -The none" dyable by O7lt'?>,`ER to CON ACTCIR for etrnpleticn of the Work in accordance with the C finvtr• r Documents as sinted in the _ geentent (%uN"t to the provisions Of paragraph 1191 I in the case of lilt price Work.). 1.12_ Contract Times -The numbers of drays of the dates stated in the Agreement- (t) to achieve Substantial Crntipla6on and (n)to completethe Work so that it is ready air final payment as evidenced by tivC,i,vdiCsR's svxitten rearuar!dhtion of final payment in accordance with paragraph 14.13, 1-13- CC}1J'MACT'OR- The person, firm or corporation with whom OWNbik has entered river the Agreement 1.14, defective -An adjective which when medifying die word fork refers to W'iuk that is unsatisfactory, faulty of deficient in that it does. not contorm to the Contract I-Xicuments, Of does ❑Ca mect file requirements of any ntsileition, reference standard, test or approval referred to in the Contract Documents, or has been damaged prior it) Fiti(!T,NTFWs regimmendation of final payment (irodess responsibility kin the protection thereof has been assumed by OWNER at Substantial Completion in accordance with parrrgrapta 14_3 or 14,10), 1,15 Drawings -The drawings which show the scope, extent and character of the Work to he tarnished and performed by CON'TRa,CTOR and which have been prepared or approved by ENGINEER and are referred to in the Contract 1"krcuments. Shop drawings are not Dta wi q,5 as so defined 1,16, Effective Dante of lire Rgreenterni-The elite indicated in the Agreement on which it becomes- effective, but if no such date is indicated it means the. date on which the Agreement is signedfind delivered by the last of the two parties to sign and deliver. 1.17. ENOI UP -The person, firm cr corporation named as such at doe. ,' eencnt LiS. FAci1.,VFFRr t_onsultuni--A perstn, firm or corporation having a contract with to furnish services as di.NC INUIE'R's independent professional assficiate or consultant with respect to the Project and who is identified as such in the Supplementary° r.,onditivns. 110 Field Ortkr-A written orcW issued b% ENGINEER R which orders minor changes in the Work in accordance with paragraph 0 but which does not involve a alange in the Contract I -)ice or the Contract Times. 122(1_ 0en"fuf of Divmstor,l of the Specifications. 121 H:rzarrknts Wavte-The term hazardous Waste shall have the meanies provided in Section "A of the Solid Miste Disposal Act (42 UV. * Section 6(MI)i as amended, from time to time. 1.22 g Loom mid Regulation; Laws or Regulations :Any and all applicable laws, rules regulations, ordinances, odes and orders of any and all governmental br(lies, agencies, authorities and courts laving jurisdiction 1222.b. Legal flolr r s shah! be those_ call s kwr%n cd by the t1t}_nf I, Mollms 123. Lienv-1-outs, chug.., sexirity urteo�-As or encumbrances upon real property or personal luoperty- 124_ bfileskme.-A principal event specified in the Contract t Documents relating to an intermediate completion date or time ]men to Substantial Conpletion of all the Work. 125, Nonce afAwan€--.A written notice by OkVNER to the appan:ra sueussful bidder slaying, thatupon compliance by the apparent successful bidder with the conditions precedent cnwnaraied therein, within the time specified OWNER will sign and deliver the .Agreement. 1 -'6 Notice to Ptviceed-A written notice given bg OA'NFR to CONTRACTOR i OR Ovith a copy to 1 NGINHER) fixing the date cn whicia the Contract Times will commence to run and on which CONTRACTOR III start to perform CONTRACTOR'S obligations under the Contract Documerds- 1.27, 011Y R--The public txxly or authority, cotporatton, association, firm or person with whom CONTILACTOR tans entered into the 'Xgreenment and for whom the Wotk is to be provided 1,2K Painal Utilixotlon-Cse bt OWNER of a substantially completed part of the INIorh for the purpose for which it is intended (or a related purpere) prior to `iubaantiai Completion of all the Work 1 2-9 P(Tv-Polychka hated hiphernyb; 130 Pet)oleuni-Tetrolcuin, including crack oil or any fraction thereof which is hyoid set smndatti conditions of temperature and pressure (00 dmees Faluertheit and 147 px)unds per stluare inch ah ale :}. such as 61, peuoheum, fuel oil, oil sludge, OR ref 6C. gasoline, kerosene and oil mixed with Other norflaratdous ih astes and crude oils. 1.31. Pratzct-1'he total coutructirn of nvhich de hook to in provided under the Contract Documents may lie the whole, or a loart as indicated chwwhere in the C'omtnct Documents 1.92.a. Rachoacnve fwei al --Source, speciel nuclear- cu byproduct material m definel by the atomic Energy Act of n>it'(76'r Aj tiALr;V'�k rS9"ICi?v� I9Ii?-8099Pt dMoa wCI tY OF toR r Yal.C.lA„A1+"Nln'ICt-yt'It]t,S (at t' AR(it7ol 19�4 (42 USC Section 2011 et seep.) as amended from timee to time. l 3<b RquIar Workinng itoirm-Regular wcxkin# _hours Am ,_sirfmcti as 7.tH)am w, G,,;,,t1Um _unle-as gilacnyyye s��_e_e.ItrrxS_tn.the t;emral Re '-uq�tr�ement5. 1.33- Remkiii Pivject Repteentoow-The authorixad representative of Lt4'f,RegF,r,R u,ho maybe assigned to the site or any part thereof. 134. Samples -Physical curuples; of materials, equipxnem, nr workmanship that are representative ,of sonic portion of the Work and which establish the standards by which such portion of the Work will be judged 1.35, Shop Druuings Al drawings, diagrams, illustrations, schedules and other data or infornmation which are specifically prepared or assembled be or for CONTRACrop anJ submitted by COXTR C' OR to illustrate some portion of the Work. 1.36 Spaecyleations-Phase portions of the Commet Documents consisting of written technical descriptions of materials, egUipnetWL oo nstrttetion systems; standards and workmanship as applied to the Work and certain admitiisira6vc details applicable thereto. 1.37. Subcontractor --An individual, Gin or corporation having a direct co coact with CONTRACTOR or with any other Subcontractor for the performance of a part of the Work, at the site. 1-35_ Substantial Complenan--The Work (,or It specified part thereof) has progressed to the point where, in the opinion of EtysC3MFR as evidenced by ENGNIEFWs definitive certificate of Substantial Completion, it issufftciently complete. maecordance with the C",orm ict Doovinevmcs, 50 that the Work (ter specnfi'ui part) can be utilized for the purposes flu which it is intended; or if no, such certificate is issued when the \Work is complete and ready for .foal payment as evidenced by liNCrp3El Ws written recommendation of final payment in accordance with paragraph t4 13- The terms "g.drnmhalty complete" and Nmbstanualh a,mpleted" as apphiid to all or part of the Work refer ua Substantial Completion thereof. 1-39, 5ltpplentenioty Isur tat the Contract Documents which amends or supplements these (jincral Conditions. 1,40. Supplier -A manufacturer, fabricator, supplier, distributor, matmalman cw vendor havim_ a dueeot contract with (OitiTl NCTOR Or with am Subcontractor to furnish materials or egupmiem to be incorlxuated in the Work by (A)NTRA(`.TOR or any subcontract or. 141 l iuizrgroa nil Facilthes -All pipelines, conduits, ducts, cables, wires, manholes, vaults. Links, tumtels or anther such facilities or anic:hmckac, and am; enewt ements containing such lavilities which have goon installed undere-reunci to Cvtmish any of the tAloxing services or matem4s Base:;, steam, liquid petroleum products telephone or other communications, cable television, sewage and drainage removal, traffic or other control sqstems or water- 14-- V'nit Price Jfbrk-\Vork to be paid for on the basis of unit prices. 1,41 Work --The entire completed construction or the various sopmatoly identifiable u thereof required to be fornished under the Contract ro=enls, Work includes and is the result of pertbrining or furnistiang labor and furnishing and me rating materials and equipment into the constfuction, auTpci-forining or furnishing Services mid fiarmshim, documenis, III as required try the Contract Documents 1.44, 1112& Change Mie4Wve-A written directive to CONTRACTOK issued on or after the Lfletrvt Date of the Agreement and signed by 0AWHR and recommended by ENGM.Ek ordering an addittom deletion or revision in the Work, or responding to differing or unforeseen physical conditions under which, the Work is to be performed as provided in paragmph,I.: or 4.3 or it) emergencies under paragraph6.23. A Work Change Directive will not change the Contract price or the Contract 'Times, but is evidence that the, parties csfwt that the change directed or documented by a Work Change Directive will be incorporated in a subsequently istatod Change Order following negotiations by the parties as to its effect, i(ativ, on the Contract Mee or Contract Times as M%%led in paragraph 102, 1,45, Written Amendment. -A written amendment of Inc Contract Documents, signed by OWNER and C(>NTRACTOR on or after the Effective Time of die ,Agreement and normally dealing with the noncogincering or nontechnical rather than strictly construction -related aspects, or the Contract becuments AKrICLE 2-PREIJ NUNARY MAMPS DefiverY of Ron&: 21. When CONTRACTOR delivers the executed ,84yeernents; to OW-NrEk CO`R.ACTOR Shall also deliver to OWNFR Stich Bonds % CONTFLACTOR may ere required to furnish in accordance with paragraph 5 1 Ciipies of Dovitments.- ' " (AVN3,R shall furnish to CONI RAC rOK tip it) ten copies (unless othorw"v specified in the Supplementary ('OrKliljons) of the Contract Documents as are reasonably neccssary for the execution of the Work, Additional copies will be fainisheJ, upon request, at the "),st of`r�nxtucuon Commencenie"I 0j'Contmer Times; Vofice to Proceed 2 —3, The contract Times will Commence to Raton the thirtieth day after the IAective Date of the Agreement, or_ w ifa Notice to Pi Occed is given, on the day indicated in the Notice to Proceed A Notice to Proceed may be given at any tune within thirty days after the Eftective Date of the iNgreement- ofBed opening cw the thirtieth day fther ",Metswe Date (if the Agreement; whiefiever-date4s earlier, Starting the Work: 24, CON TRACT OR Shall Start to perform the Work on the date %vhcri the Contract Times commence to Pan, 1-0 no Work Shall be done at the Site poor to the date on which the Contract Tunes ooninieme to ma Before Starting Consouction. 25 f3cfore undertaking each t of I the Work, CON'MNCTOR Sul carefully studyital ccuil-.we the Contract Documents and +&* and verify on ivriment figures shown (hercand all applicub c field measurements M.'Q RACTOP Shall promptly repair in writing to EN(ilNFAR any conflict, error, ambiguity or an discrlpcy which CONTRACTOR may discover and shall obtain a written interpretation or clarification from FNCYIN'F,FR before raoceWing with an Work affected thereby, however, (,6%H'Rjxc,r6R shallnot be liable to 01AN,F'R of EN(3f3v"FFR for failure to report am, conflict, error, ambiguity or diSuepancy in the Contract Mcumcrits, undess CONTRAC*rok knew or reasonably should have known thereof. 2. f, Within ten dais after the Ett-crive Date of the Agreement iunles% cAcrivise Specified in the General Requirements), CONTRACTOR Shall Submit to FCOUNEER for review, ^,6,1, a preliminary progress Schedule indicating the times (numbers ol"days or dates) for starting and completing the various Stages of the Work. occluding any Milestones specified in die Contract Docurrients, 2.6.2. it preliminary Schedule of Shop Di awmg and Sample submittals which will list each required submittal and the times for submitting, reviewing and 1 In no case will _.a schedule, be acceptable which allows less than 21 calendar 163. A rachumnary Schedule of values Car all of the Work which will inclu& quantifio-, and prices of items aggregating tic Contract Price said will Subdivide the Work into componentparis instifficierit detail w sen,c as the basis for progress payments during construction Such prices will include In appropriate amount or overhead and profit applicable to each item of Work, 17. 2 Before any Work at the site is started, COO RACYOR aM (Ak's"� shall e*k+ deliver to the Other ()-1VNF9 Ivial eopics to tdentifawd in the Supplementary Coralithav; EN(UNEFR, cortiiicates of nuurarne (and other evidence of insurance which-ael3x+e--uE-t4eeen�-cir--ant--ec%litictf--iststcred--rFttty Fcasonably request re_ �aAcad OUT4E_R) which Ct?2 R 1C I C)K a atft-it4l: rrs m4welw,9ra is required to purchase and maintain in accordance with paragraphs 5.4,5_6-find 5 ?. Pr'eeondiracYiOn e'(MfereaCe: 18. Within twenty days after the Contract Times shirt to run, but before ariv Work at the site is startkd, a conference attended by CON"rRACTOR. ENGflst'RER and otters as appropriate will he held to establish a working understaradntg among the parties as to the fork and to discuss the schedules referrer[ to in pamgratth 2.6, procedures for handling Shop Drawgngs and other submittals processmg Aypholiots for Payment and maintaining, required r ^xards Initially,$eceplahte Schedules: '<9- unless otherwise provided in the Contract Documents, at -least -ten -days -paters nett na r4iv rc+k tf a-f iia Application thr Paymom before ank_tvorlc nt the s to ixg ns, a conference alter lid try (CITl'R1CTC7R, E^Ck' FkK and others as rnppropraae r tqj En O1i�— NE& will be held to revimv for acceptability to HN(Ii IN REsR as provided below the schedules submitted in accordance with paragrnph ? c and Division Qojexaf, Rat ur 1, nf. C ON,IkACTOR shall have an additional ten days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to Cc ATRAC'TOR until the schedules are sukmuncd to and acceptable to E NUINE.EK as pmvided below fit. p rogre:ss schedule will he acceptable to FNGINEER as providing an orderly progression of the Work to completion within any specified Milestones and the, Contract Times, but such acceptance will neither impose on EIN GIVE ER responsibility for the sequencing, scheduling er progress of tint Work nor aitericre with or relieve C C3S M"(-"f'OR from t; ONTRACTOR's full. responsibility therefor. CON*fRAC"TOR's schedule of Shop Drawing and Sample submisstcins wdl be acceptable to UNGI NTER as providing a workable arrangement for reviewing hunt processing the required submittal-, C0?vTR.,VT0R's schedule of values will he acceptable to 131 0INNEER as to firm and substance. UTTCLE 3- {;d7il'I'&M DOCUMENTS: INTEti I, AMENDING, REUSE Intent: 3-1. The. Cnnad Documents comprise the entire agreement between QIVNTAR and COMRAC'TOR corwcnang the Works .. fhe Contract ioauuentc are complementarv, what is called for by orte is as binding is if called for by all. The contract Documents will be roinstnicd in accordance with tie law of the plao� of the Project, 32 It is the intent of the Contract Documents to EX:DC l F.N K,,M ee I tit I 1910-t; i 199( [-Ikhu x Av"O Fy CAe FORT Ct13..1l"'Mdie On i"ATL6AS MIN L2006) describe a furwtisnally canplete Project ((it part thereof) to he construuid in accordance with the Contract Documents. Any Work, materials a equipment that may reasonably, be inferred front the Contract Tk)cumer& or from prevailing custon or trade usage as being required to produce the intended resent will he furnished and performed whether or not specifically called for. When words or pleases which have a well-known technical or construction imknstry or trade meaning are used to describe 14ork, materials or equipmenk such words or phrases shall he interpreted in accordance with that meaning. Clarifications and interpretations of the Contract Documents shall he issued by RNGI:NTHR as provided in paragraph 9A 3:3. Referenee to SYandank and !lmcificafoAs of Technical Societies; Reporting and Resoltdng Discrepancies: 33.1 Reference to standards spccificauom. manuals or codes of any technical society, organization or association, or to the Taws or Regulations of any governmental authority, whether such reference be ,Tmitie or by implication, shall ntean the latest suindard, specification, manual, code or haws or Regulations in effectat the time ofopening of Bids ((a, on the liffectice plate of the Agrccmem if these were no Ends), except as may be otherwise specifcally stated do the C'cmtract Docwuents. 3.3.2, It' during the performance of the Work; CON`1Tt4C°I'0f2 discovers any conflict, error, ambiguity or dckrelmncy within the Contract i)ocumenis or titween the Contract Documents and any provision of any such Law or Regulation applicable to the pettirmtanee of the Work or of any. such standard, specification, manual or code or of anv instruction of any Supplier referred to in paragraph 6.3, CONTRAC 'OR shall report it to h 3vC INLE,R in writing at one\:-, and, C()NTJ"CTOR. shall not proceed with tie Work at%reed thereby ("cept in an emergency as authorized by paragraph6-23) until an ametulntent or supplement to the Contract Documents has been issued by one of the methods indicated in "graph 35 or 3.6r provicdee4 however, that CONTRACTOR slnif not be liable to OWNER or ENGLNE R for failure to report any such conflict, error, ambiguity or discrepancy unless CONTRACTOR knew or reasonably should have k1wwn thereof 3.3,3- kxcept us otherwise specifically stated in tie Contract Documents of as may be provided by amendment or supplement thereto issued by one of flu methods indicatod in paragraph 3 g or 3.6, the provisions of the Contract Documents shall take precedence in TeSO ring any' conflict, emOr, amh-iguny or distrcpancy between the previsions of the Contract Uo,eumentts raid. 3.1. die provisions of any such standard, spe6tiention manual_ code or irtstruetion (whether or not specifically incorporated by reference in the Contract Liocume nts)= or 3 33 2_ the provisions of any such fans or Regulations applicable to the performarice of the Work (unless such an intetprelaticn of the provisions of the t, omrsux Documents would result in violation of such Law or Regulation), No provision oP atT such sindard specification, manual, code or instruction siiali be effective to change the duties and responsibilities of (pLNEX CONTRACTOR or ENIONEER, or any of Their subccmuactors, antsuftants, agents or employees from those set forth in the Contract Documents, nor shall it be effective to assign to OWNER, FN(TI T,FR or any of FTN(UNEFR's Consultant& agents or amployees any duty or authority to supervise or direct the famishing a performance of the Work or tiny dirty cu authority= to undertake aeslxnsilhdi y inconsistent with the provisions of paragraph 9 13 or any other provision of the Contract Docamenis. 34 Whenever in the Contract Documents the terms "as cxde,red", "as dfreetcd", "as required", "as allowed', "as approved' or terms of like efTed or import are used or the adjectives "reasonable", suitable", "acceptable". "proper" or "satisfactory" or adjectives of like effect or urlixrtt are used to describe a requirement, direction review oir jud ent oft tarw.ErR as to the look, it is intended that such r.*,quiremem direction, review ar ,judg&ml will b, solely to evaluate, is general, tine completed Work for compliance with the requirements of and information in the Conttiatct Doeuv erats and confonnance with the: design oot ccpt of the completed Project as a functioning whole as shows[ or indicated ut the Contract Documents (unless there: is a speciic statement indicating otherei.) The use of any suit term or adjective sluill not W effective to assign to FNIGI: HER anv duty or authority to supervise or direct the furnishing or petftvmarxe of ttte Work or ray duty or authority to undertake responsibility contrarp to the provisions of paragraph 9_13 or any other provision of the Contract k"toouments. Aotendng and Supplementing Cannuct Documents 3.5, The Contract Documents may be amended to provide for additions, deletions :and revisions in the Yb`ork or to modiN the terms and conditions thereof" in one or more of the following ways 3.5.1. a f atnnal Written Amendment 3.5 2. a Change Order (pursuant to paragraph R)At, or hJC p(' ik.tti�ft-lL Ce7RpIT70\*� t9 t o-$ f 19!4 ha9ti.ra? W O I Y OF FOR I O NA INS MODIF I CAI -IONS (R F,l I 'OtRU 3.53 a Work t"hange, Directive (pursuant to paragraph 10,1) to In addition, the requirements of the Contract Documents may be supplemented, and motor variations and deviations in the Work may be authorized in one or mere of the following ways, 3 6,1- A Field Order (pursuant to paragraph 9. S} 3.6,2 FNGfXJ-,rR's approval ofit Shop Drawing or Sample (pursuant to paragraphs 6.20 and 6.27), or 3,63, l:� GINEkR's written interpretation or drinfict tiori (pimwumt to paragraph 9.4)r Reuse of Mwuntents: 33, CONTRACTOR, and any Subcontractor or Supplier or other pcmm or organizanon perforating or furnishinff any of the Work under a direct or imitreet contract with OW N&R (i) stall not have or acquire any title to or owriarshipp rights at ;tny of the Drawings, Specifications ar otter documents (or copies of any thereof) prepared by or bearing the seal of FX(ANE FR or MC MT,,F;R's Consultant, and (a) shall not reu.W any of such Drawings, Specifications, other documents or tomes on extz risnons of the Project or any other project without written consent of t"tt WE'R end E NGINT7,rR and specific written vcrilication or adaptation by I-MrINF;FR. %RTICTE4._,xV,AIL.asn.r Y OF l,ANT)s; SUBSURFACE nvtr PFFvstCAL COND OMS; baxr(ubetzty aflanrts: 4.1 Ult'NER shall furnish as indicated in the Contract Documents, the lands upon which the Work is to be pedoratrsl. rights -of -way and easements R"I auzs^s thereto, and such other lands which are designated for the wwof(Y)NTRACTOR 11ponwscwtahlewrittenr"w4, f-3lt k3 R-aiutl4....(untitir..0 (Ki € A0V(3R-...wWi,..g..-e~ statement of reword lep*at-t do ar l legal -alas npt ah of -the lands upon which the -Work is to be perfi3rmed-annd (144'4i-ik�A interest therein as neeewmry for gtvaig-notiee 0 ,err tilde -o-medmme's- ben ai+t5t lsn -ut avcoxvdance...with ut0io"e, flews, and.-Regalatiaaw OW`".1=R shall ideraif, any eixartibranceas tt restriwons not of gcateral app[icaucm but s(Vcifiealfy related to use Of lauds so liarnisbed with whidi CONTRA( TOR with have a comply in p erforminc the Work F o merits for permanent structures or permanent changes in existing facilities will be oblamed and paid Pox by (Ak, trR, unless otherwise provided in the Contract Documents. if (-'ON I R A(,TF }R and OWNER are enable to agree on entitlement to or the amount or eetem of any adjuslnnatts in the Cotuact Rice or the Contract limes as a result of any delay to Otk'NF,R's 1'6mishing these, lands, rights -of, wav sw casements, C'ONTRAMOR. [nay make a claun therefor as provided in Articles t l and 12. CONTRAC I'OR shall provide for ,All adiitional lads and access thereto that may ha rcluired for temporary construction facilities or storage of materials and equipment. !._'. 5ldhsufface and.Phrsical C'onditiomw 4?,1- Repods and [drawings: Rolercrrce is mack to the Supplementary Condition for identification of: 42.L1 Blihsrrrface Corr&tjons: Those reports of explorations and tests of substuikce conditions at or ;,cvntigutnuv to the site that have been ufilind by lENtiENUR in preparing the C<ntttact Doctuncmts and 4,2.1.2. Plryiical Condiubm: "those dtawuVs of physical conditions in or relating to existing surface or subsurface structures at or contiguous toile site (except 'Ondcrground Nacilitics) that have been utilized by ENTIN :ER in preparing the Contract Documents. 4:12. Limited Rehance try COV'rRtC7r#? Audwdzed; Technical Data: CON1RACTOR may rely upon the gencral accuracy of the "technical data' contained in such repo s and drawings, but such reports and drawings are not Contract Documents, Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data, CONTRACTOR may not rely upon or make any claim against OWNER, ENGINEER or any of I NGINF lks Consultants with respect to: 422.1, the completeness of such repots and drawings fir CONTRACCOR's purposes, inciudir g. but not limited to, any aspecss of the means, methoik techniques, =juences and procedures of construction to be employed 1s} C'ON'TRACTOR. and safety precautions and programs tneiderrt thereto, or 4.212. other data, interpretations, opinions and int mnaton coxnmatoi in such reports or sheave or indicated in such drawings, or 4.223any CONTRACTOR interfuetation of or conclusion drawn Uaru any "tec}anical data" or any stitch data, intcrpretations, opinions or information- 4 -' 3 Notice of Iai/rerirrg Suhstvr ce or Mmsical Condifiais: it' CQ, TRACTOR believes; that any subsurface or physical onxrdition at or comiguous to the site that isun severed or revealed either 4,2.3.1. is of such a mature as to establish that ant "technic data" an which CON is entitled to rely as provided in paragraphs 4 _.1 and 4 22 15 materiall Inaccurate' vi 4-2.;.2. is of such a nature as to require to cIemgc in the C'omra Y Oncaments, or 4.2 ±; d flers materially from thNit shown or Fla rn `tiirtirl3at.c'V�I2tTrQ'da t9l�Sitg9G L-tlitigi} sv:tIII O HORICOLUNSbrtNNHC.4 IYON9tR Iy-0r2Gitr1) indicated in the C ittr i t or 4,23.4, is of an unusual nature„ and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the contract Documents, then CO MNCTOR shall, icy imntedi_atgly after becoming aware thereof and before �ti¢thadisturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as ppeermitted by rnragmph 623i, mastify, OWNER and 1iNarlNdER in writing about such condition. CONTRACTOR shall no further disturb such co ifitions or perform any Work in connection therewith (except as aforesaid) until rc eipt of written order to do so. 4,14. ENGLREFY's Review: ENGINEER will Ivcmptly review the pertinent conditions determine the necessity of OIA NEit's obtairwtg additional exploration or tests with respect thereto and advise OWNER in writing (with a cahplto coss-fRACTOR) of 1:NWNTFER's findings and conclusions. 42.5. Pozible Cantract Damnems Change: If ENGT1NEER coeludcs that a change in the Contract Ducum ants is required as a result of a condifori drat meets one or more of the categories in paragraph 4.2.3, it Work Change Directive or a Change Order will he issued as provided in Article 10 to reflect and document the cemseclunences of such change.. 4:26 Paimble Price and Tinter A,*mOnenns: An equitable adjustment inthe Contract Price or in the Contract Times, or both, will be allowed to the extent that the existence of such uncovered or revealed condition causes an increase or decrease in CONITRACl'OR's cast of, or time required for perleranance of, the Work: subject, however, to the foliowing, 41,6.1, such condition must meet an-, one or more of the catttiom5 described in paragraphs 4.i.3, l lhraun 4 2.3.4, inclusive, 4 2 62 a change in the Contract Documents pursuant to paragraph 4,15 will not be on automatic authorization of nor a condition precedent to entikment to,ati v such adjustment: 4:263, with respect to Work that is reid lcr on a L-n d price Basis, any adjustment in Contract Price will be subject to the provisions of paragraphs I.10 mull l 4, and 416A, CON TRACT OR shall not be entitled to anv- adjustment in the Cortrao9 Prix or Times if, 4.2.6A L CONTRACTOR knew of the existence of such conditions at the time. CONTRACMU made a Final commitment to t.)WNER. in respect of Contract Price and t'.ontrad 'I°ones by the 3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that 12/03 Section 00100 Page 2 submission of a bid ar beccalarig bound under a negotiated tvtmract; or 4.2.64, the existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, e.vicautioti. test or study of the site acid contiguous areas required by the BiddiN Requirements ar Corl"ct TA umants to be conducted by or for CONTRACTOR prior to CONTRACTOWs making such final commitment or 42,643 t'oNTR:AfiT(tR failed to give the written notice within the time and as i oquired by paragraph 413. If CANNLR acid CONTRACTOR are unable to agree on entitlement to or as to the amount or IcTth of any such equitable adjustment in the Contract three or Contract Times, a claim may be made therefor as provided in Articles I i :aid 12, However, Cri4'NI-X I>NGUN l R aril btvt,l; IsFR's Consultants shall not be liable to CONTRACTOR for any claims, costs, losses or damages sustained by CO,, rRAC)TOR rat or in connection with any other project car anticipated protect_ 4,3, Physical C:artrNtions:-VndsrltroundFacilities: 4.3.1- Slymn arindfcuted: The information and data shown or indicated in the Contract Wcunnents with respect to existing Underground Facilities at or coact to the site is basal on information and dah furnished to ()kVNFR or EiNC>TNEF R be the owners of such Ltiaderground Facilities or by others I.tnJess it is otherwise expressly provided in the Supplementaq Coruiitions, 4.3 1 1, Olk ER and E'NOINEER shall not tc re. pPonsr$la For the accuracy or completeness of an) such uilormation or data; raid 43 12, The cost of all of the following will be included in die Contract Prig and CONTTRACTOR shall have full respomihility for (i) revitwirig and checking all stnch enfennation and data, fill locating all Underground Facilities shown or indicated in the Contract Documenbt,(iii) coordination of the Work with the owners of brush Underground Facilities during construction, and (ivl the safety and protection of all such Underground F'aeihbes as provided in paragaph 6_20 and repairing, many damage thereto resulting fiom de Work_ 4,12 Vat Slttrnn or hnhcwte4k 1f an Underground Facility is uncovered or revealed at or wnngucxrs to the site which was not :,hown or indicated in the Contract l7ocuumrms CONI RAC TOR ch&K pnvntpt#s immediately after becoming :mare, thereof and brtore rurther disturbing conditions affected dnereby ar performing any Work inccntnc�tion therct%ith teXcept in an emergency its required by paragraph o.23), ideunuty the owner of such i:'nderoereund Facility and f-aCp(' Gk'�pft,ti, Ct e*�t}Itpe3v'S n 9! 9$ f€ 9Y0 E.ttitisYlS w (IIY01; FOR I A MJ,IvSMODn7CA 110VOiPkd 1,2 OM give written notice to that owner and to (AWaxIF.R and ENGINEER. EN'GINIErR will promptly review the ( adcrgmtnd Facility and determine the extetA if any, to which a change is required in the Contract Documents to rellect and document the consequences of the existence of the, Underground Facility, 1t' ENGINUR concludes that a change m the Contract Documents, is required, a Wirk Change Directive or a Charge Order will be issued as provided in Article 10 to reflect and doxwne+u such consecpucixes. Avg such time, CONTRACTOR shall be responsible for the safety and protection of such Underground Faoihry�� as provided in pam�raph620 CO?v`CRACTOR sliall may be allowed an Increase in the Contract Price or an extermon of the Contract 'limes, or both to the extent that thev are attributable to the existence of any Underground Facility that was not shown or melictted in the Contract Documents laud that CONTRACTOR did not know of and could not reasonably have been e.:cod to he aware of or for lave anticipated l,O.N R ardl (.NT.AC.OR are unable to agree on entitlement to or the amount or langth of any such adjustment tit Contract Price or Contract Times, CO 1'RAt'TOR may make a clatin therefor as provided in Articles I and 12_ flawever, OW"NF,I2, ENOINF6Tt and FN{'rCVR.Ws C.msultanfs ill net be liable to CONTRACTOR for any claims, costs, losses or damages incurred or sustained by CONTRACTOR on or in connection with any outer project or ar uc ipated proiect. Reference Points: 4-4 OWNER shall provide engineering surveys to esiablidn reference plants for construction which in EN'GUNFF R's judgment are iieeessary to enable CO rR.A(7OR to proceed with the Wort - CONTRACTOR shall he responsible for laying out the Wrork, %hell ��xroctet and pr�rvo the established refer paints andidl make na changes rekxauean witlwurt the prior Britten approval of UWiNER. CU:31'RACTOR shall report €a ENGIi ER whenever any reference paint is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points by professionally qualified personnel. rM 40estos. PCBs, Petroleum, Ilazardous haste or Radioactive Material: 4 i,L OWNER shall be responsible for an} A.>lxstcxs, PCs' J'et[cakum, Harar4?us 1l'astc ca Radioactive Material uncovered or revealed at the site which was not shown or indicated in Dlarvirlis or SpeeifneatIons: or Identified in the Comracl Oocumenis to bewithin the scrape of the Work and which may pmscat a substantial danger to persons or Po ray cxpaa.d thereto at cotun etion with the Work at the site. OoiNTR shall not be responsible for any such materials brought to the site by t`t1`.'1RAC iOR, Subcontractors. Suppliers ,c anyone else for whom (`ONTRAC:'TOR. is responsible. in arry-firts-atTected in an entergemy inch notice in writir OWNM shall promptly N WISU lk',cencermrit; the Mecessily4or (AVINER-to, fetain, 4voluiiW -such (3-0-NI be-roquived to resume Work any required perrants-related thereto -wid delivorwJ,sn Avatloa roitwe-, 44+WO+C"% that suOa condition and any atfacted Rrea is or has been Fenderel sate--liar-die of- Work,- ­or tiny ot'voial coaditions under Which such CON'MM-TOR ,cannot -age as to to or either I" may rtiaK-e 4 elaun therefor as prov+tW in 44t,a6kii-14-and-1-1 +�-'4, 4"Ater -reoeipC CONTRAC-fOR does not agree -to resume -rude -week -or-4oes-" agFft'-Ao_ -Vkvk— oonclitiorin, than OWNFS may order mach portion of me votad6fn of in such affee"d area it) be Moted keirr) Ow -Work - agree as, to entidenterit to or the amount or extent of an either party -may-aak-e- a claim-thervitbr ts-provided in Auticles41- aml Portion of 41ut Work -performed (ty-oVAaws-own forces or othem in accordame with Article 7 Regulations, OWNER shall aideflinify -- and -hold heavoless Ia%1GMT.1F'R___FD ""d­_ -the offic-els, directoTs' onipteyee%, ageout, ml*r consultants and sulicomrMoir; of each-and--any-of them -firtan, and -apmat a] I -tliams_ c&Aa, losses and iota OL .es arising out of t"f -retatinfig -from -such hazardokmoondition- prtwided that (i) tiny suchdaint, ,xy,k loss or danitige is attributable to NxMy ijiturv; sic"eso of -Fermi+tb}r-tar�aarty--tathac-tliRrt-aka--4G<vrl<-resell}, inckWine the loss of use resulone thdre.firorn- mid iu)mAhing in this subpumgmph-4.5.4 shail chligatt OWNER it, nukerrinify aw person or -smite Inini-and against the -con equences,of,.that liNix", r VOWS vwn net ligence not- intended � Aslvauc I kwAt 4. tus -W aste trwive--ilRtewial- erect or revers end at the site n it RAI, CONDI lJoNS19lo-S 09WE"Ifitiqii W 0JYtar R?R1 V20001 AX171CLES I 5--DONCDS AND INSWRANCE Performance, Payment and Other Bonih: 5,1. COMRACTOR shall furnish Performance and Nyluent Bonds, each in arilirwont at least "a) to the Contract Price as security, for the faithful performance and Payment of all C0.NMNC'f0Rs obligations under the C64ruct Nctrients; These Bonds mall remain in ellect at least until me year after the Jaw when final payment becomes due, except as Provided otherwise by Laws or Regulations or by the Contaict Docurrients, CONTRACTOR shall also Burnish such other Bonds as me required by the Supplementary Conditions. All Honds shall be na the diem prescribed by the Contract Documents except asprovided otherwisc by haws or Regulations and shell be executed by such sureties as are named in the current list of "Cbmmmcs HoldtICertificates of -ceplable Suretit-� on FL Authority us AL c at Sac nds and as Acceptable Reinsuring, Companies" as published in Circular i7o (amended} 1)), the Audit Staff Buicau of Government Financial Operations, I LS Treasury Department- All Bonds signed by an agent most he accompanied by certified copy of such agent's authority to act 5.2, If the suitty on any Bond furnished by CONTRACMR is docdari:0 a bankrupt or becomes insolvent cr Its right to do business is terminated in air%, state wbere any, part of the Project is located or it ceases to ratiet the retirement of paragraph 5,1, CONTRACT0,1Z shall within ten days therenkr substitute another Brond and surety, both orwhich must be avLeparible to OW\TF.R, Licensed Sureties and Insurers., CefWficale8 qr Insurance, 5 3 1, rVI Sonic and Insurance reqaired by the Contract Documents to be purchased and mattimmed by OW\rR or CONTRACTOR shall be obtained from surety or mirarce oomlirmes that are July licensed or autlictrized in the jurisdiction In which the Project is located to issue Bonds or insurance policies for the limits and coverages sorequired Such suety and insurericc coinparaex shaft also I"'A twch additional requicements and qUaJhfiCatICins as may he provided in the Suppteracratury C.oralitions. 532 UON"TRACI OR shall deliver to CAVNILk, with copies to each additional insured identified in the Supplementary C'orahtiorr4 certificates of insurance land other evidence of insurance requested by OUNHk or ;tit%, other additional Insured) which CONTRACT OR is retwed I(, purchase and maintain in accordance with puajiaph i 4 OWN'M 0,01 deliver- W with -'copies to each is.1ditterial in -die vvideence- 44 insonawe -ioqueiited lrGON'FRACTOR taw *ow -other adi-46,vial, insureds + ivlw4,OWM-� 'R - ts paragraph-q 5 6 and 5 7 ferecif CONTR4 CrOffsLiab&4,Lrwrrince.- 5.4, CONTRACTORshall purchase and maintainsuch liability and other insurance as is appr%xiate for the Wexk being performed and furnished and us will provide protection form claims set forth below which may arise out of or result from C)NTRAGT()R's performmice and furnishing of the Work and CON'TRACTOR's anther obligations under the Contract Documenim whether it is to be perfumed or furnished by (X)NI TRAC TOR, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of then to perform or fiunish any of the Work. or by anyone for whose acts any of them may be hable 5.4.1. claims under woken? compensation, disability benefits and other similat employee benefit acts; 5.4.1-. claims fox damages because of bodily injury, occupational sickness or disease, or death of COlNTR.MJOR's employees; 9 4.3. claims for dama m because of haply injury, sickness or disease, or death of any person other than CONTRAC'TOR's employees; 3A 4, claim* -fa -a clamages, insured-Iyy ustunm)r ii by Y f n rn' i rmu}t r tw t�ffetu a �tireut}v-vr indirsuaty-slatr�-to-ttae ampkaym�tt a€ etch paean-fn� k-1 ,,�1iti;-hv-airy-ntlips- other reesoa, 5,4.5 claims for damages, other than to the Work AM( because of injury to or desizuction of tangible Property wherever located, including loss of use resulting therefrom; and 5 =1xs_ claims ter dantagas bCc ause of fxxdily ttpjur}> rn death of any persm or property damage arising out w the ownership, maintenance or use of any motor vehicle, The policies of insurance so required by this paragraph 5.4 to be purchased and maintained shall: 5.43. with respect to insurance required by paragraphs 5.4.3 through 5_4.6 inrheave and 5 4,A, tneluda as additional insureds (subject to any customary exclusion in respect of professional liabilig j, C 4 NRR, }sN GINLER. ENGINLE16 C'onFultants and any other pasdms or entities identified in theSupplcmentary Conxhtions all ofwhom shall be hated as additional insureds, and include coverage for the respective officers and employees of all such additional insureds, 5.4.5, include the specific coverages and be writtcti for not Imv than the limits of liability provided in the Supplementary C'ortditiotts or Y%quecd by Lacs cr Rcaulations whichever is greater. 3 4 9 include completed opemtions insurance: tJCDCt;bNFA,V,(NN)Hl0NS t9r9-9 tl e9 E:c6ti 1 x; CITY OF t(at'r ixILld7vY ♦if)t)tFl CATIONfi tiff, 1 ticra) 5 4 l o incluck contractual liability unsinance covering CONITR aC'TORN uxkmnity obligations under paragraphs 611, 6 16 and 631 through 633, 5.4.11contain a provision or endorsement that the overage afltmped will not be, cancelled. materialtty changed or renewal refasod unlit at least thirty days' prior written notice has been given to MI NFIZ and CONTRAMA and to each other akliuornrl ensured identified in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the CONi RA.0 1 t YR. pwsuatn to liaragrapti 5.3.2 will so provide); 5.412. remain in effect at bast until fugal payment and at al I times thereafter when CONY I RACTOR ma} be curmeting., removing or replaoir rk/cc7ive W2, in accordance with pangraph 13.1 ^, and 5.4,13. with respect to completed operations insurance, and any insurance cirver: e written on a claims -mock basis remain in eti's'ct or at least two years after final payment land CON"iRACTOR shall furnish OWN'FR and each other additional insured identified in the Supplementary C anditions to whom a certificate of insurance has been moved evalencu saticfaclory to 01ANER and any such additiomil insured of continuation of such insurance at final payment and one year thereafter'. CJ16: WR's idubi6t)alnsurnnre: 5.5. In addition to insurance required to be provided by CONTRACTOR under fmagrap h 5,4, M-7%WR, at 6" NER's option, may purchase and mairtiain at OWNEN's expense OWNER's own liability insurance as will protect OWNLR against claims which may arise Gem operations undr the Contnict Do umenins. llmperry Insurance: , Cs: - Elltksa otherwise }traridect in the-yupplervantitry Comiltavw-t3L4NISR__shall -put hale and, -.maaiiaaa prop�arey-irertrrrnrY-etpn3rrtttz-3knc>«k sit tf9esite-in-thz-amourd of -the fail-repfaeernera roost thereof Fsutaect to such deduathie... amounts asmaybe,providedin the Sk"lemerAaey _Conditiom- or rNuired by-laws and Regulatiom) --This-iasuf ante shaff: 56.1. muktde the tnteresis - at OW —NEW CA-ATt%ACTOR; .. tiul>eiantra+ 4P,--RN:GP IW kivt"sIz'�f''�Hr;ukents-srxlv+ry-uFher--p�taas-or entities -identified in the Supplementary C:omlitaim, each of whom is kemedt it, have an- insurable -intetes; find shall -be lasted as an ms-ured or-adk1asreal-ins; ire+d_ -6;: be-writtenkit a- luntdea'u -ltnsk "all rusk" or ,ate» �iF�cx iy>r �sel vut�<�-kiss-petlit�-i,�-that s}anli-at-least inclaile insurance 6*-physical-loss or eiatnrtge-tev-he.-tX�4xk..-tempcan+r�y�-fxsil`iatga;-#]t}scwctwk. and-l�ctrl irriatreit-sad-s}ue}l-insureawuin3st-at--1 i the --following- perilsfire, lightning. extended awaraga; theft; "Puielr.sm and tra}c«ts--tni.*rdtiaf t�trtktr}ctttite.--callet�se:- tires-ret»awri;--tlerwc>}itit n t?attasiomtrd-bv..edorwiltent-Of, Laws, andReguletiot* *mtaF--tkttttage;--�artr}--,ut.'#t-rather._fitat'iis_.as-tattyy--khe �ect€isettly-rc�uiret3 by tko-bttpt�lew€rattrr�4`tartc�t�;s 3.63:--inefuda---expae es--isturtttl-in -€kit--repair-..tie cep}aset,rant of any- irm W proper tv'(in wi+t -but rem lintitacl•-k�- fees--atncl,-�-tai-e�inaars--tx>E1 arelritat;tst, 5 F�.i<-�4tt�ar-mnieriulsxnui-aryttip>}tcitt-sktrealttE-rite-site err-aratxtthar-ltxatort that-wnstagr+eec6-Ott-inwrititt 4u ti�.R-}arittr-ta>-batr�-t+aauri�etet}-in--t�-�4tar{s: provided thnt-strsh materials and "ipmnem have been. tn@lii�afl-#T-9n-fA(Bl3ltestt€f31i-lAr-iiW q#dFlF rwommended by HNC }t $% R ttrx! 5:6A-be--tnninutitxec#-in- effect- ...wild -fimtl-payflaant-ts made--rmnles--txheti -.ag are --ire€- ky C}R unitJC+,--with Utiny-tiay+�---v ritten-nt+iuse•-tta-cite-lt--tuhet•-atklitionnl 411st0044"I t m x �art+l eta--ittsuranaa fnrw l item tss w £.1 - (Avt'WHR ivilee tad -maser -iawtnenae-additiennl irty- aS-May-bit-teefutfi+ad-by the rttptnfaaaaniftly,Cr)WttkM Of f:aws-anet fleguhatrm-whKh-tvilf uaelcrck-tht-ue[ercsts-tat A44=3�"�';- 4-f�dv�`R,tiE ;f�IR�--�ttbatanttitN€ark -f�S&f%lF:4iR;- F NOINEHR's Constdtatrts and-finy tither p v �varentxie id�erttilied-in-dteAa aahel'-whtHtt mstiterned-to haveif" immable itafereit nru}a#,ati-be 1ke(I8s an-inwu�im-additi�t€tet]-insured, 3-t1-----All-tfxpaliGtiert�artytxti ` taihar-iw idarrata.-.thanaE}-raepuir�-tt3-#�-ltrsruhnsed--anti meimtairted-byt3i4NEI intwatudwv-wltltlomVap}ssS-6 and-5�-a«iN- awatavn-a-�rtw+sittn--are-etxlarsement that-tka ti�araga._aAt r k t will net_-be_,eanzeid maraud,= ehnttgod-tat rewwal-rafu ad-romnti4-at least-t *rse-flays'--prior wniterr--cuatiet -has,---ixen -ativen tc+.....C}lk'?<F.R ..--mW (-ONTRA FO antf ttrrt�}r tifFtar mielt€#ewett invuretf to wham i-oonihtatta-of if sucarwte has been-issaetil-find will aarxain-womyef fouwmorK irt- a do --with paragraph 5_.1. - 5.9 OWNER 4oll mit be responsible lore purchasing and msaintat trig any p yxrtg insurnnct to prowed the Snteresls of CON IR-AC hair. Subcciiztractm or others are the ,W"t-4 to the ex€ m of env kiaduct€l+kettmoatrus t} t are ulentriSe l=ur -Writ be pplem ty m� ire =fhe risl 4 Ittst-will:instrtdr-i€k�stLeiacltiealue�txmt;-willbaltttme. F:i3 'tTl t:-a'Y ;- ahct�raFrae ear-tx-otlwrs-st€AtFiF#-wit}= such lw* and it any -of them wtsheh poporty utuuunce ewtmge--wmthtn the ttm vua of, %A -amtm rA* — auh -mmav purchaw and m.mmaintdat the fxjrd m.wr's(avneatterxa. 5.10If ('O FRACTOR aNue:-6 at *witimgr that ether s7auaial im€tnmcaa-kite-iaaekttksl--tn- flay-{aremlxx€u- trtsuFanae. {x4r6ar-tirtmridetl-UAJC'r_{mamgraphsti6 or -ti 1_A �'u`f,F4 sitn}l-+f-t+ireawhla--�itx.^1tn�--wrxlr-�hrsursutntnf thew. tltereo6 vrdl be-.laargetltx ('43'v�Ri�4't (1R kri--apprs�riata Change Order orWritten_tmendatant - Prior -to 1D E.lt tat ( AE.14,ar CO PI ll,,'"" 19 1-,.x t191)1 F,41e,gtt IV, tm1101, 1 OR1(tHt7 Nr, it( AN 11t"AI TONS fit -1,700111 a+mmermeamant-of tree �Ytx}t.-at -Utz t�tm, <:l4titi}R- twktaJl in ;w+€€�-ttA+-irti+F=f}���11ti4E-=FF3R-+vitt�}mz-cx-ntt€-stwh. iasunMOtr 11M t 41, pre Yured by-OWMR b.44,-----Wdivefaf-t�p' hrt SAIA—_ till fxtl *eft xuduiskil W ft-oxudamv with poyogntph55:€a Subounttactem -._. EsiNoltlsihK--- -j1N' gfNSHWs t:ultnnts aratl-n{3 p psrwrt�-t�€ritia5-iElentiFted inwtretis-ttr-addittaro4- nsurerkand wt14-provida...:prpaesuy....a were .-tore all....,le see-ancl damages-cmued by the -panls-eovwed thereby- All vieh poheia:s 4€efl}-ceumirvIvev€wtafs wth"fleet-drat €n-late-event of feyman€ if aft), less are c✓ affige-tlie rra�tttiars-yvilFh hfia-et=reaevary�agttirtsx-rmw3f the--utsaratls to --a tttw€al__ias€ueck_-thereuri€ler: >t4Ev'13t�-and - f,�-�1'F-R�'k�Ni--waive-aN--rights dtf't6ts?r6;-.."'t"Hj`aa5"-4ntfl-ifget€L+-}EW-kll--lt3Y+iaC-and da+tsag� uausec2-He;-aat3at-tai�tw-rasufting-frt»tt any of IlteT w r t"veracl-bv-s<€eh pollaw_old .any <dtaf pw rEq i asueanaa-agpliuel le 4a the WO&, -end; m --adtiititan; -waive-- fill-Suelf----rightw...--agtti"A NAAWIF f 0010's:.------E,NK6 fah I - ,-SNkj,{3*li3f A covthmL%and allothar perms m of emme riderti€ied irr thy- appletitatriar iR�d€tic xa} uu €tretLs a+r€dta suek€alicies fttr lasses- and -damnges-so-caused. --larvae of the -above any -parts, —)04-44en making. wreh waiver -any have -to-the-tarot '' insurance field lw Felt as-trustee--or-tather€vise lrayahleunctar-My-TKAWY SO Muetl: 5-1-1 �-1+r--tttitiatim>---L-�64?IIsR:_--avaivec--ali--rigl€tg agaei ---.-CX)NTRACTORr, l:?a(rtA}l3}�i:-}�aLIhHF.RSr-E'ttrxstrl€nn€s---artd-tFk t>fltee-tltrctq�irc;-aarpleyaes-arai-agettEs tai any -of them, 44, 'i I-k:.zrf---attt-te b�+irs a�icata,-Its aF use --or- tauter- cofflNuefirw ko--extendaag ILytrtd-.ilireat ._pbysicaf .-or .. tinnmage.. o t-aV.?�IFR%:--propaNy---m9r-the-Fbt3rk--�suaed--lob; mtetsingatofor-rewiringkia)€ir0o t�the+r-pacd; wathaF or fiat rmure€t bv- OWNER- €mil 11-2 9.. - lease ew tlatnf+ge, to Atasotnpleted Frrniaa€-or PH# thervef cnased by; arising, otrlttfw resalting arum-lire-w-otha-utfured peril -revered h5�-ark-luttpa �;-;m,�rawae-teaint<rintad-tore-the stxriplaW44witeeb-are-pW4-1aerevt--lfy -'OUN }R dU ng pf AWi U411Miext- - parnunnt to pm' phtt4, lit, after....`iabstanttal-CmrAetitm parti-tana to-parflVvph 141 or filler linrrl-ptyttment parsttnntk paratgraph-14:4:X r1n}}--imam.+nrma�-ittTlity-mainia+netl- lr�-t alb, iil'Z-covering atry, -lass;,4artragaitr- tmemttial-k*,ss-referred-to-iif, this iarrFagrrrl'h-.?.# 7-� shah-wrrtrain-prtw+sitro the-e#l�,r-the€ to -the eel-et=-i's1-'0 suer-kr�--durtm3r� a-+nsequential-toss the-utsurem will-hwe W riglxs-of re6t�erv-agaatst any-a:>t{'(3ai={'tr\1::i�c?42-,`r'ttF��et4reuttza".; �vFi'4i'rFi72;-IS�lE�1tiF.}stt'I;-F=ke;nttNxnt w-rand-+im-ol'tx�±k directors, ampk+ref and 08011s Of any of dtrm Receipt and Application of lasurunce Proceeds. 5.12. Any insured loss under the policies of insurance required IT pantgraphs5.6 and 5.7 will be, adjusted with OWNER and made payable to OW VTR as fiduciary For the insureds, as their imescsts may appear, subjcd to the requirements or any apphcable�murtgage clause and of paragraph5,13. OWNER shall deposit in a separate account am money so received, and %Fall distribute it in accordance with such agreement As the parties in interest may reach. If no other special agreement is reached the damned Work shall be repaired or replaced, the moneys so received up lied on uw;otuot thcowf end the Work atxl die cast [hereof crn,cred by an appropriate Change Cher or Written Amendment, 5.11 OWNER as Fiduciary shall have power to adjust and settle arrn loss with the insurers unless one of the parties in tntsrest slatll obios in writing within tutees days after the occurrence of loss to Oit:'1 ER's exercise of 116; power. If such objection be made,, OWNER as fiduciary shall make- settlement with the insurers in accordance with such agreement as the panics in interest may reach. If no such agreement among the parties in interest is reached, OWNER, as feloviary rha11 adjust and settle the loss with the insurers and if xequired trxs-ttn by nnv min interest,-t3WNRIZ w; ttdtk-mry-shall give .. -bond fiv--the prrywr-p�i+�rnteaueelr>ateh-Jtttiss. .I.ceeptance of Bonds aid Insurance: Option to Replace. 514 If tkdttr Ey--N r� tr- F�>A31 Ki2rti Fj O-WN,R has any objection to doe coverage afforded by or oohs provisions of the &-m6 or wswance required to be purchased and maintained by the ether---- y Cu TRRt i'C)R in accordance wit ;trticic cat the a s of nv ccxxforma ri e with the Contract Documents, the objecting party shallvononty-the otter patty <,M-NNER, will no Lily COX R 1(."1 CK in writing within ten tifieca drays after receipt delivAy of the certificates (or-cadtar-eve knee requested) to 17L4i1v�[; as required try paragraph 2.7. t A"FR-red-t F) Mf 3EAt=}t)N tihall each provide er the other such addratoml information in respect of insurance provident -as the other may -reasonably -request It either parry-does-grog-purehaae or -maintain el}-of�the £',ands -and msurnnee-rfluired- eat -such-pmtx by-- if* - (A41tract the expense of the, PaYied Uhli;ntion--1'roper7r Lrsnrrurow: 5.15. 1f OWNER. finds it neccssta) to occupy ar tise a porn on or portions of the Work prior to Substantial r Cu('Gli x� d CQN011 IONS, 79tq-e (r Svu Fdiriol_ ThMY tag I OR] e xx,t.t *.'S M aDIFI CA'111 aN'S (RF1' 12ealt) Completion of all the Work, such use or oo upancw may be accomplished in accordance with paragraph 14.10; provided that no such use or occupancy shall commence before the insurers providing the property irmrancc have acknowledged notice thereof and in writirtg effected any changes in coverage necessitated thereby 'I he insurers providing the property insurance shall consent by endorsement on the poitry or policies, but the property insurance shall not he cancelled or permitted to lapse on accaut>t of any such partial ruse or ur,cupanx.y. ARTICLE 6-C(k'4'TVAC'1'()R'S RF:Si'E?NSIEJUTIFS Supendxinn and SYrperintendeace. Ca,l. CONfRACK)k shall supervw, inspect and direct the Work competently and efficiently, devoting such anenrion thereto and applying such sizilas and experitse as may be necessary to perform the Work In accordance with the Contract Documents. CONTkAc TOR shall be solely responsible fir the means, method.-, techniques, sequences and procedures of constriction, but CONTR.AM OR shall new Ix-, responsible for the negligence of others in the design or specification vif a specifie means, method, techsirklue, sequence oY procedure of co nsuuctio n which is shown or indicated in and expressly required by the Contract tkratments CONTRACTOR shall be responsible to see that the completed Work complies accurately with the Commet Documents. 6.2. C'ONTkNCTOR shall ke op on the Work at all times during its progress a competent resident supecinrendem, who shall not be replaced without written rice to OWNER and EN(',I Nhd:R except under extraordinary eircumstwic The superintendent will be CC IRAC MR!" representative at the site and shall have authority to act on behalf of CONTRNCTOR All xenon cations to the supermtondert shalt he as binding as if given to CONTRACTOR. Labor, Materials and Fquipment- 6.3. CCINMACTOR shall provide campexant, suitable qualified personnel to surrey, hay out and constraet the Work as required by the ('Qatrakf Documents. CONTRACTOR slmll at all times maintain good discipline and order at the site, Except as othtnivisc required for the, safety or protection of persons or the tN"urk or property at the site or aajacxnt dnreto, and except as otherwise inchcated in the C°onnau I X)cumerrts, all Work at the site shall be perf'cvtned during regular working hours arxt C ONfRAC OR. will not leaner ovennue work or the performance of Mork at Saturcity, Sunday or any lcgad holiday without OWNER'% written consent given .after price written notice to 1,N61IN`tTR. C;'Q\-' %AQT(!R shall sutxnit requests-* the 1'NC iI\r-R no less than0 hairs in advance of any t4'cvl to he pertonne,-el,o_Saturday"�YN- Hclhkan.sur_uuuidc_ale kegulser 11 c»'k,ineMlcxtrc.,. tiA 1-Inlem otherwise specified in the (lencral Requirements. CON'TR!V-rOR shall famish anti assume full responsibility for all materials, equilitnent, labor. Lrans{xiatatirn, conslstietion equipment and machinery, tools, appliances, fact, power, light, hest, telephone, water, ssmitory facihtias, temporary facilities aril all other facilities and incidentals necessary for the furnishing, perforinante, testing start-up and ecmpletion of the Work. 64,1,..._Ptuctttlam Restiiegxvs (r1 7lt-c,"1U1 must comply with the C,ity's purchasing re aricuons A copy oC the resxal�urts are ava„rlabk for roviewya [tie odious of the Nrchasine and -Rink- %4janaggment Dsion or the City Clerk's effete. 0,4._2_.--_C ament. € estrictions: _ City of T�ori C'olltns RLsolutkni 91-12I mld drat w rc s atul�v xluccrs of c morn pm h cu comatnjng cementur.ceruty that the d menl was ru t mask in centeil kilns, Q t b nt hazardous waste as a furl 6.4 All marenaig and equipment shall he of good yuahty and new, excx.T+t as otherwise provided in the Contract Documents All wamumies and Staurmtees spccifcally called for by the Specifications shall expressly nm to die benefit of C)W ;Y'T R, if rtquiic by ENRITNEER, (Y)NTR C"rOP, shall furnish satisfactory evidence (including reports of required tests'} as to tl>4 kind and gtrdhy, of materials and equipment. All materials and equipment shall be applied installed, comiu:tod. erected, used, cleaned and conditioned in ocecrdance with mitt'uctlons of the applicable Supplier, e_x ept as otherwise provided in the Comoict Documents. Progress Sehedule.- 6.6_ C OVI RACI OR shall adhere to the progress schedule established in accordance with paragraph 2.9 as it may be atliusted from time to time as prov filed below 6 6,1 CONJ IL\C fOR small submit to ENOINILLR for acceptance (to the extent indicated in paragraph 2.9) proposed adjustments in the progress schedule that will not change the Connacr Times (or h,hkstones) Such ad}usdmntnts will conform gererally to the prcigrem schedule then in effeel and ad diLionally^ will comply with any provisions of the General Requirements applicable thereto. 6 6,?. Proposed adjustments, in the pcovgrew cohedute that will change the Contract Times (or Milestones) shall be sutifnitted to accordance with Ste rcgtaufemeits of paragraph 12.1 Such adtusafun S may only be made try it Change Order or \Vritden A mtindrnent in accordance with Article 12. 6.7. Substitute_vend'Or•Equut" Items: F 71, Wbcnever an item of material of equipment r sTieciCied or de<>oxibot in the Contract Documents by using flee awme of a pro prictary hose or the rime of a particular Supplier the. specificntion or dewriprori is intendo,l to establish the Ayp , fumvion and gtuthty required- Unles the specification or description t!t fa4 rrt;:it�R,AL� d�'e[g71t;_�.,Slairt8ii�9P Ft6udaa 1� m(ITI Of r6al df�I 1,1 Ati 2lrrial lCAl7Q3aS (Rr.l +i.?0001 c omaitvS or is followed by words reading that no like, equivalent or 'or -equal' item or no substitution is permitted. other items of material or equipment or material of equipment of other Suppliers may I accepted by ENO NTER under the following circumstances; 6,7.1 1, 'Y7r- yuA!'7 If in EN(jIN1I-.R's sole discretimi an item of material or equipment proposed by CONTRAUrCiP is ftnutioxrally equal to that reamed and sufficiently similar so that no change in related Fork will be required, it may be considered by R'NGfNH+,R as an "or -equal. item, in which case review and approval of the props ed item may. in FNGINE:EWR sole discretion, he accomplished without compliance with soma or all of the rtquuertiouts for acceptance of propoxsed substitute items. 6.7.1.2. Substitute Items: If in LNGINEER's sole discretion an item of material or equipment proposed by CONTILACTOR does not qualify as an 'cirequaP' item under subparagmph 6.7 1.1. it will be considered a proposed substitute item_ C O IR,\CTOR shalt, submit sufficient information as provided Ibelow to allow 1?Nt4lNEER to durmine that the itdnn of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor - The procedure for review by the ENGINEER will include the following ws supplemented in the Clenennl Requirements and as ENGUNI-Ji-R may decide is appropriate under the circumstances. Rcquc>stss for review of proposed safbsulute item -- of material or equipment will not he accepted LA, i f3GENFFR from anyone other than CONTRACTOR If CONTRACTOR wishes to funush or use a substitute item of material or equipment CONTRACTOR shall first make written application to EN(alNfif:R for acceptance thereof, ,:unifying that %he propoaod sul>caiume will perform adequately the functions and achieve the results called for t; the general design, be similar in substance to that slicQified and be stiffed to the same use as that specified. The application will state the ea tem if any, to which tilt evaluation and acceptance of the proposed sobe;iitume will prejudice CONIMkcrows achievement of Substantial Completion on time, whether of not acceptance of the substitute for use in the Work will require a cKange in any of doe Ccnntrao Documents (or in the provisions of any other dined contract with OWNER for work on the project) to adapt the design to the proposed Substitute and whether or not incorporatidna or use of the uhstitute in connection with time \'"dark is Subject to payment of any license fee or royally. All variations of the proposed suhstitute from that specified will be identified in the application and available maintenance. repair mid rcphi"inent write will he indicated The application will also contain an itemized estimate of all costs or credits that will result directly o, indirectly from acceptance of such substitute, mcludirg cysts of redesign and claims or other contractors affected by the resulting claartge- n11 of which will Ix- c0nmr1cred by ENGINEER in evaluatut-, the Promed substitute, ENGINEER may require CO ITIRACTOR to furnish additional data about the pr opowd substitute. 6.7.1.3. U AiMICTOR s Expense: All " to be provided by CONTRACTOR in support of any prolxrwd "or -equal" or substitute item will be at CON rRACTOR's expenw. 6,7.?, Substraile Construction ,1 fethals Or Pnxedturev It' a s4vcific means, method technique, wqiiec or procedure of construction is shuwn or indicated in and expressly required by the Contract Documents CONTICACTOR may furnish or unfin a substitute mearrs, metbod, w6gue. sequence or procedure of construction acceptable to LNUINFER, CON] RACTOR shall submit sufficient information to allow VNGMEA"k, in VNGINhEws, sale discretion, to &termine that the substitute proposed is equivalent to that expressly called for by the Contract Dxurnents Thu procedure fig review by ENGINEER will he similar tothat provided in subparagraph 7 1 2 6.7.3, Fjigoieer's Evaluation: EN"GINFER will he allowed a rea�cmhlc time within which to evahime each proposal or submittal made pursuant to paragraphs 63,11 and 6.72. UNGINEERwill be the sole judge of acceptability N U.1 1. or sul-cunite will he ordered instailyd cr urilire without ENNOWiLk's prior written acceptance which will he evidericed by either a Change Order or an approved Shop Drawing. MVNMR may require CONTRACTOR to furnish at CONTRACTOWs expense 11 special performance guarantee 01 other surety %kith respect to any "or -equal` or substitute. ERNG INMR will record time required by LN,GlNIiER and ENGINE"IN's Conwhatils in evaluating skiloattoles profvsod or submitted by, CON1 PLAC"I OR pursuant to paragraphs 63 L2 am] 672 and in making changes in the Contract Documents for in the ovistonsof mw olber clued com for work on the Projecf) occasioned thereby. 'Alwhivr of not ENOLNUR accepts a substilide item so pro tied vw submitted h CONTRACTOK COXTKAC7, OR shall reimburse OkVNER for the charges of LNIGINLFR and LN'GINEI-Its Consultants for evvituatmL each such proposed substitute item, 6.8, Concerning Sukontraclors, Suppliers and (.ItWerx.- 6,?,.1, CONTRACTOR shrill not employ any Sirtmintractor. Supplier cv other person or organization (Including those acceptable to OWN1,R unit PNGINE'rR as irdicsted in paragraph 6ti 2), whether initially or as, a suNitute- against whom OIA,\I,,,k or ENGIKE-1;R may have reasonable objection CON'TkWTOR shall not be required to employ any Subcontractor, Supplier or other person ororgAni 1 ,211011 to furnish or perform any of the Work against whom CONTRACPIR has reasonable objection_ J910-s 09" Edill,40 w< I T-Y OF FOR r MIJAN'S MODIFICA Ift N'S (KFX I MAI I CONTRACTOR shall perfonvi not Ir&s than 2(1 _)VI its olyp orcqw Is. w-ghpul,subcontirraing)- The 20 _LNrceitjv%qgcnicrit ill be undersitoorl to re-friTj —th, lKfcirk the ualtu a" ---- ----- - - -- --- . ..... ...... . which UA41k nut leas an Ca petetAof the Contract price. 6.9,2. lf,-Ihe con&konls 44LU-4 QN-4mqms require the identity of certain Subcontractors, Suppliers or other persons or organizations {including those who are to %mir;h the principal items of materials of equipment) to be sttFkttitted to OkMER in "-anon-4 4he- ipeafied date prior to the Efledivc Date of the agreement 6A acceptance by OWNER and and it CV)W-R,ACT4dR- +m.- submitted, a -lino-- thereof- in Moa,Aiiwwith the '*',PkmeAmY C'.'Ahkolls, OWNFICs or ENGINEER's acceptance (either in imung or by failing to make written objection thereto hy the date indicated For acceptria" or objection in the bidding documents or the Contract Documents) of PM sinah an approff rate r7harw Order will constitute a condition of the Contract requiring the rise of ie munft i suboommetgxa, 5tij W,1 iers or other personsor oWninition on the - unless t_x W�o--n-k -fhqi PjH-allot ENGINI-lik- No acceptance by OWNER or EN GINMER of rmv such Subcontractor, Supplier or otherson or organization shall constitute waiver of any right of OWNfilk or IiNWNIJ;R to reject 'kpcove kvolk-. 6.9.L CONA*RACTORshall iv fully responsible to OWNEY and UNGINUR toy till acts and vinmions of the Subcontractors, Suppliers and other persons; and organizations perfmainas or furnishing any of the Work under 3 daM Or Indirect COMMI with r-,,6N,TxZ,v.'Tr)R just as CO TRACTOR is responsible for CONTR%(-"rcws own acts and ornis.siow, Nothing in the Contract thvirments shall create fir the berietit of any such SubcoraNctor, Supplier or other person or organization any coittractual relations))ip bawten or and any such Suhcontractor, Supplier or other perm or oiganinition, nor shall it create any obliption on the mil of M NEAR of ENMINIIER to pav or to we to, the paynient of any moneys due any 'wch S*UhGonlradm, Stjpph�xr or other perwri or organizatkm cxcej-.A as may oth rwiw. be remained by Laws and kcgtdutron*. QRER or hNGINUR may furnish to any subcontractor, suppfr or other jvrw)n CON't RACTION in ace("T.danc.e, with ica lons for NY em", 692 CONTRACTOR butt be solely raponstblc for scheduling and cocrdinuting the Work of Subcontractors. Suppliers and other persons and orgnrristirions r rfcmnirtg or furnishing any of the Work under a direct or indirect onatract with CONTRACTOR t'(A rRACToR shall require all Subcontractors. Suppliers and such other persons and org tna lions }erfontting or hunrish me any of the Wick to ctxrtmunicate with the FNCTNTTIR through C 0NTRAC I'(-)K 6,16The divisions anti sections of the Specifications and the identifications of any Drawings shall tux control CONTRACTOR in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. 6.11. All Work performed for CON1'RACI'OR by a Subcontractor or Supplier will be pursuant to an a �a'optixte agreetnent between CON 1 RAC?GR and the 'Miltractor or Supplier which specifically hinds the Subcontr=tor or Supplier to the applicable rernns and conditions of the Comract Documents for the tnenefit of UlW F'RarVAE\' ;tNl?lilt. \klirnevercaty-such-agratnau. es�vith a-�u{kirastax--er--Su�l�r-+vlxo i,4-listed�krs-tan a dthtitawl--insured-oo the ptvryterty-..inswrrunee }krovided-in pffl"gVai—*—1V ENTAF TC3R t<nd theiuhaortva2tcat or- Suptoiter-will C9tifNttl-`pTkW79ftMi��4+HcYC�j'-iliC- fMIE'.EV1L`H4YdFe�r Is"Itii,1'Nii X' 1'NGINk ffX's ("Msulfants--and all other addi�enat-irvww�tk-foe+r�Fl-lostaes-errd-data-eatzs�t#� tr+sing; x ' dx rrR3ttiog froo-an}-of Ole fWilsv)vere l-bc +xelrpoFiai�cttndrinw athaF lrttaportya».�arranae �pliaakla to the tWollk If the-Imsurea�s otrnny-suadt-poohaies-requite as�rnh-iveiver 4rutnaie-kie sisFk��mTy-gt+lnF�x ,SURAieE;.k'F)iv'1=3t+\E- {=(3[d-will-ttltk+its+he-sritne. Patent Fees and Rawrlties: 6,12 CONMVCTOR shall pay all license ties and royalties and a."tune all costs incident to the use in the f*"ttisrmilme of the Work of the Incorporation in the .Voork of any invention, design, process, product or device which Ls the subject (if patent rights or copyrights held by cxhrn:,. If a lxuticular invention design, process, product or device is speeitiett in tite Ccanract Doctmiettts for use in the performance of the Work and if to the actual knowledge of ( nk'NER or I NGM—LER its use is subject to patent rights or oapynglnts calliaV for the payment of any license fee or royalty to otht rs. the existence of such rights shalt he disclosed lx O44 I R in the Contras Documeras. To the full" exicrx permitted bt. takvs and Regulations, C()NTRACTOR shall hxlemnifv and hold irtnaless Oki°? IR LN(rtVfI,,FR- EN'(jtNIJ;R's Consultants and the officers, directors, employers.. agents and other consultants of each and any of them from and againm all claims, cots, to x and damages arisug out of or resulting from any mtii s etnent ut txittmt rights or copyrights mcidctit to le use, in the lxrf)nnance of the Work or resuhing from the incvgwration in the Work of any invention, desist, fwrr.ess' rarduct or'twice not sperafied h) the Calumet Documtnts. 1 EiN rh Q�k,NSNAi� iY'�E?t iFC;ivi l aria% n 01K kiMml) w- 4 t I n ,1r KOR t Uli U N:i hit DI U'A MAN N rR t V n 200'a Permits: 6.13. Unless otherwise provided in the Su olementan Conditions, CO,\,1' ie1t",T0R shall obtain arui pav for ail construction permits and licenses OIWVFR shall assist CONTRACTOR, when necessary, in obtaining -inch permits and lioenscs. COd`xMACTOR shall pay all governmental dtarges and inspeaiion fees necessary for the prosecution of the Work, which are applicable at the time of vpetung et Bids, or, it there are no Bids, on the rifective rate l the .Agreement. COIN''TRACTOR shall pay all charges of utility owners for connections to the Work, and OWMiR. shall pay all charms of :such utility owners for capital costs related thereto such as plant nvestment fee, & 14.. Laws and Regrrtadons. 6.14.1. CONMAC OR shall give all rwtices and comply with all laws and Regulations amlicabte to furnishing and performance of the Work. Except where otherwise exlressly required by applicable Lases and Regulations neither OWNfiR rtor ENC?INl'Rk $fall be responsible fbr monitoring CONTRAc-rows complianec with any Laws or Regulatitxa. 6 W.2. if CO:N'TRAC TOR performs any Work knowing or haysu�gg reason to know that n is contrary to Laws or Rcgulauorn, CONTPACI OR shall hear nil claims, colas, losses mid damages caused by, ar sib out of or resulting therefrom; however, it shall rxx be CONTRACTORN primary responsibility to make certain that the Slimilicationx and Drawings are in accordance with Laws and Regulations, but this shall nix relieve CONTTRACTOR of e'()N't RA(1'0R's obligations under paragraph 3 3,1, Taxes: 6.1 CONTRACTOR shall pay all sales. consumer. use and other similar taxes required to tx paid by CONrUW%M''0R in aecord}ru" with tbt Laws and Regulations of the place of the Project which are applicable during the performance of the Work- 615 . 1, OW Ntitt_is exempt, tram, Colorado State and Ioctl antes, and . u a taxes on materials to be perrnamnlly incorporated into the-prg'M, Said taxes she 1pot, xuulu ed ul the t ontract price lddre- t al xecio l7ernFtm�nl,PL&Kenuc 4tatc (�vll \nn_et 1)7+ Sluxrnan :Trees IAmtx C olcratia;_�;ilrl) Sales and Use Taxes for the Stitt. of Colorado Re wrap Transg nauUn f)I§lrid_`yRTr _aft certain Coraoo counties ,are collected by the State of Colorado and are included the Certification of E;cenlptiym Ml_applicable Sales anpi t xe_ rakes (n4ludtt>g_State xrRected taxes), on any items oth er than, ccnstruchrin and btuldir�.ntiaieyai ls�hv�ically utevtparattd in a the prated: are to he_pktd hv f YJ'*i' RXr-roR and are to be mostled o ao our b"dt item3. Use of twntis¢c 616. CONTRACTOR shall confine ccarstruction eyutixnent, the storage of materials t sod equipment and the �pe tions of workers to the site and land and areas dent fled in and permitted by the contract Ik-currents and other land and areas permitted by laws and Regulations, rigbtwof-wav, pemins and easements, and shall not unreasonably encumber the, premises with construction equipment or other materials or equirancM CONTRACTOR shall assume full responsibility for any damage to any such land nr area, or to the owner or Occupant thereof or of any adiacen t land or areas, resulting - front the perfionttance_ of the Work Should airy claitu be made by any such owner cw occupant becauax of the r,orfnmtanee of the \cork. C ON,'Mit: f()R slmll promptly settle with such other party by negonauon or otherwise resolve the clean by arbitration or othtx dispute resolution pro cccding or at haw. CO rR.ArI'M shall, to the futlem extant permitted by Laws and Regulations, mckturufe trod hold haraslless Ot�'?CTA, J NI(,'r"NuTr- Ir•NtrrN R's Consultant and anyone directly or ind rectly eam toyed by any of them from and against all claims, costs, losses and damages urising out of or resulting frown any claim or actiorr. legal or equitable, brought by any awl) owner or o cupant against OWNER, ENGINEU or any other party indemnified hereunder to the extent caused by or bused upon CON fR'\t TOR', pertbrmarr e of the Work- 6 17. During the paVress Of the Work, COMTRALSfOR shall keep the premises hee frtmr accumulations of waste materials. rubbish and other debris resulting from the tl=tak- At the completion of the Vk nk C0NTRNCITOR shall remove all waste matcriak rubbish and debris from and about rice pretnisea as well as all tools, apphmwes, construction equipment and machinery and surphl. materials. C'm, l l rwv * stapl leave the sue clean and remc�,' Cur ocCupmx'v by C )Gt 'rR at Substantial C'canphetioa of the work OINTR_ACTOR sluall restore to original eeriditton all pre wrty not designated for alteration by the. Contract Documents, 6.18. ('0X, rkAt`] O% shall not loud nxor permit anv rare of any structure to be leaded in any manner that w ll endanger [be stnuctuw, nor shall COXTRAC"TOR subject any part of the Work ar adjatent prop city to stresses or pressures that wt tl cndaq-,cr it Record Daeuments: hJtI .UL', 27{.a1, eelfviJl77e`AS 1910�s r 0limloo W (T'rYOFF(}R104,Lih'ti ArerUn7CA71r IXStftfiV I NINr1 611) CONTRACTOR shall maintain in a sine place at the site one record copy of all Drawings. Spccilicatiows. Addenda, Written .nczndmenris Change Orders, Work ( %Nm e Directives, Field Orders and written intcrpretations :and clarifications (issued pursuant to paragraph J 4) to good order and annotated to show all changes trade during construction, These record doetime us together with all approved Samples ar)d a counterpart of all approved Shop Drawings will be uvailabic to ENOttNELP for rcfcrettac. G'pcnt completion or the kVork, and prior ta_release of thrW payment, thence record documents, Samples and Shop Drawings will be - delivered to FNC3[NEKR for OWNFnR Saf¢ry and f wtecdon: 0.70. CONTRACTOR shall be yosixnnsibly for mittari% maurtaitri and supervising all safety, precautions and programs in connection with the Work. CONTRACTOR shall take all necessary procaunnai for the safety of and shall provide the necessary protection to prevent damage, injury or lens to: b.'<u.l_ all persons on the Work site or who may be affected by the Work, 6.211 all the Work and materials and equipment to be iracoxpxeated thereto, whether eta stkwafre oil or off the site; and 62tr3. other property At the, site ar atl'ilsomt thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities and Unclerpmrid Facthties not designated tier removal, relocation or replacement in the course ofconstrucnon. COIN''p RAC` 012 stall comply with all apf�Gcable haws and Regulations of any public body having,7urisdiction for sm€ety of persons or property or to protect them from dmolve, Injury or lei; and stroll erect fiend maintain all necessary safeguards for Buda catty and proteetion- CON'TRACTOR shall notify owners of adjacent property and of ibtdcr ound hacilwes aW turfy owners when prosecuficm of the Work may affect thern, and shall cooperate with them in the protection, removal, relocation and teplaa emenf of their property. All don ge, injury or loss to any property refeow tc in paragraphs 6,2u.2 or 6.2-0 3 caused, directly or indirectly, in whole or in part, by CO2tTRCa`vt."TOR, am' Subcorntrxctor. Supplier or any otherperson or ongartiration directly or unduectly employed by an>, of them to perform or tun sh any of the Work cr anyone £or whose acts env of Uaem may ix habit, sfarll be remedied by CONTRACtOR {e¢celli damage or lass attributable to the fault of Drawings or Specifications or to the acts; or omissions of ONA NIT or 1 NOI' UAR or l lvtrRE&R's Consultant or anyone employed by any of them cr anyoxre for whose acts any of them may be, liable, and not attributable, directly or indircctle. in oahohe or in pact, to the fault cot tneg iggirce of CON t'RACI'OR for any Subcontractor, Supplier or other person or organization directly or indirectly eutployed by any of them). t'r 1'R,,t'"Tok's dunesand res[xinsibihwn for thesafety and plowcuon of the )fork shall continue until such time as all the Work is completed and FIv llN 11-k has issued a IS txAicc to O"i NTR and CONTRACTOR in accordance with paragraph 14 13 that the Work is acceptable (except is otlierwise exprc%. Iv provided in connection with Substantial Co rnpietitai), 6.21. .Safety Representafive: CONTRA(-, OR *ill designatc a *ialified aid experienced safety representative at the site whose duties and resiv.)ns[bilitiss shall be the prevention of ucidents mid the maintaining and supervising of safety precautions and programs, Hazard Communication Programs: 022 CONTRACTOR shall be responsible for coordinating any exchunge of material surety data shecis or other hazard communication information required to be made available to or exchanged between or among employers at the site in accordance with taws or Reguli4ions, F mergeneiri:` 6.23. Tn emergencies affect rig t! a sak'ete or prnteigon of persons or diie Work or property at the site or adjacent therein. CONTRACTOR, without special instruction is authorisation froin OWNER or ENNOIN`rER, is obligated to act to pxaveA tf icing t image, injury or loss. CONTRACTOR shall give NNCtFNEHN prompt written notice if CON'MV,"FOR believes that any significant changes in the Work or variations from the Contract Documents have: been caused thereby- If FN'CFTNFEP determines that a change in the Contract Documents ys required because or the action taken by C'ONrRACTCJR in response to such an emergency, a World Chatrge Directive of Change Card will he mucd to document the consequences ofstich action. 6.24. Flt4p/)raaixgsandkrmpter 6.24.1. C'ONTRAOTOR shall submit Shop Dmwirtts to F:iMAN ER toy review and approval in ace oudance with the accepted schedule of Sh%) Drawings and Samrple submittals (see paragraph 2 p). rill submittals will he iderinfied as ENtrlNF R may reituire and in the number of copies specified in the General Requirements 'fie data shown on the Shop Drawings will be complete with respect to quantifies, chmersions, specified perfonmame and design criteria, materials and similar data to show F'NGINIM the, materials and equipment Cu? MA( rOR proposeS to provide and to manic FNOYINEER. it) review the information for time limited purposes rNuired by paragraph 6.26 6 24,2. CONTRACTOR shall also submit Samples to ItiG1N] FR for review and approval in accordance with sail accepted schedule of Shop Drawings and Sample submittals Each Sample will be identifuxi clearly as to material. Supplier, pertinerA data such as L=lc� numbers and the use ror which intend] and othcntise as F,';dUINEER may require io enable. R'ti61NEER to review the submittal for flit limited E1+9C (ak'?�kltAt S'V8L47t0�'-Y519itA8 i295G 6eku+f+t lfl m�Ctl"Y C�h 4�Gitl CVtiS,t hS hid N`trn.4Tt(}?4S (RhG 4;251t70) part-Ows requires by paragraph 6 26 The numbers of each Sample to he suhm meted w ill be as spectifio d in the Specifications. 6.25. Sabmitad Prwordaries, Before submitting each Shop thawing or `].ample, CONfPAC fr�R slunll have determined and verified_ 6,251.1 all field measurements, gtamtitiek dimensions, specified performance criteria, insmllaticn requirements, materials, catalog numbers and similar information with respcct thereto, 625.1 all matetuds with n-spMt to intended use,. fabrication, shipping, handling, storage, assembly and instal anon pertaining to the performance of the, Work, and 625.1.3. all information relative to CON sale resfxmsibdities in respect of means, methods, techniques, sccpiattces and procedures of construction and safety precautions and programs incident theretoo. CCiNTRAO'OR shall also have reviewed and coordinated each Shop far awing or Sample with other Shop Drawings and Smuplcs and with the requirements of the Work and tit. Contract Documents, 6 252 Fach whinittal will bear a stamp or specific wt nlen indication that C'OtN,rR ACTOR has satisfied CONTRACTOWs obligations under the Contract Documents with respect in CONTRAC'TCuR's review and approval of that submittal. 6,25-3, At the time flak' each sihmnvLaot CONTRAC.CIOR shall five F NOINEER specific written notice of such varmtions, if any, that the Shop Drawing or Sample submitted may have tram the requirements of the Clanniot l,7oc imeits, such notice to be in a written coalmutnication separate from the WhmitnIt aril, in aiklitiin, shtill cause ;n 1pcCi6c notation to be maces on each Shop Diaviing and Sample submitted to LNGiNi ER for review anal approval of each such variation, 6,no EX(SINVEI? will review and approve. Shop Drawni�s and Sainples in accordance teeth thescliedlule of Shop Drawinggs and Sample submittals, accepted by LNGINTF;R as required b? paragraph 2.7. ENGTNEH16s review and approval will he only to determine it the itdmms -over by the submittals will, after installation or umarrpaaUon in the Work, Conform to the informawAn given in the Contract Documenfs and be conipatible with the dcstgn ccnaept of the ecxnpleted protect as a functioning whole is indicated by the Canrrnet 1"xxumentis. E Nr t\TiIR's review and approval will net ettend to means, irethodis techniques, s ctuen ces or procedures of construction (except where a particular mesons,, method, technique, sequence or procedure of the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. 12/03 Section 00100 Page 3 construction Is sxcirrcally and exlueaslq called for by the (Amtreat Documents) or to safety precautions or programs incident thereto. The review and approval of a se ate item as such will not indicate approval of the assembly in which the new functions, CONTRACTOR shall make corrections require! by LNI GlNNEER, and shall retum the required number of corrected comes of Shop, Drawings and submit as tequired new Samples for feviov and apprewal. CONTRACTOR shall direct specific attention in writing to reviaiorus other than the corrections called for by i':i O iEl R ort previous submitrais. 627 HNGIsiT PRS review and approval of Shop Draway;s or Samples shall not relieve CONTRACTOk from responsibility for any variation from the requireents if the Contract Documents. unless Cr'7N'TRACTOR has ion writing oiled kIvC1NMVs attention to each such variation at the time of submission as required by lxtragraph 6,25.3 and ENGItiEER has given written approvat of each such variation by a specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval by t:tvt}INFiER relieve CONTRACTOR from rcponsibihxy for complying with the requirements oCparsgraph6.21_1_ 6-28. 'Where a Shop Thawing, to Sample is required by the Contract Documents or the schedule, of Shop Drawing and Sample submissions accepted by NVITNT.F.R as regaued by paraRg�ph 2.9, any related Waxk ferfur med prtrn T:'1d to Gl NF.Ti's review and approval of the )rtinent ,mbmitGnl will be at the sole e+tpense and of CONVI MAW] OR. f':nrtinaingthe WmIr.• 6 29, ('01MACTOR shall curry on the Work and adhere to the; progress schedule chuing all disputes or disagreerne is with OWivE.R No Work, rJmald he delayed or ymVoned pending resolution of any disputes or disiWe€ments, except as permitted by paragraph 15.5 or as OWNER and CONTRACTOR may otherwise agree in writing, 6.30. COMM ICrOR's General if'srranty and Guarantee: 630_],CXNTWAC TOR warrants and guaatrteas to Oi4NkR GTeiOINULR and EN"GI UR's Consultants that all Work will be in accordance with the Contract Documen% and will WA be ddeeiive. f ONTRA(Joks warranty and guarantee he6n&T exaltldes detects or damage caused by. 6301,L abuse, mkxlificatioa or improler maintenance or operation by personal other than (:ON 112-1CTi)R, Subcontractors or Supplitra; or 6301.2- noraial wear and tear under normal usage.. 6,.3a).2. o OVFTIC,%CTOR's obligation to perform and complct� the Work in immiance, with the C,orttract Documents shall N- absolute. None of the following will constitute an acceptance of Work than is not in 6JC'Dc(a'� ..q.4l. ctik�CgONS 1910X 0W111 f,4, R+sU n, rr'rvuFr'(3RI CCILMNSb1C)DUACN'FIONS I PUN V°20011) ac .orrpance with the contract lhxuments or a releas'; of C ONTRACTCIR's obligation u> perform the Work in accordance with the Contract Documents. 63u 2. L observations bpE\'(al\DER; £.30.2.2. recommendation of any progress or final payment pry LN(3INMR, 6.30ZI the issuance of a certificate of Sulistmttial Completion or am' payment by, OWNER to CC7\'TRACTOR under the Contract Dimuments; 6-30: A. use or occupancy of the Work or any part thereof by OWNER; 6. 025, any acceptance by OWNER or any failure to do so; 63026. any review and approval of a Slxap Thawing or Sample .submittal or the issuance of a notice of auLepnihility h)' FNUlNF)-. t pursuant to paragraph 1413., 610_2.7_ any insgaextion, test or apprinal ly others, or 0 3r12.8. any correction of Akfective Wcrrk by OWNER, Indenwification: 631_ To the fitly extent permitted by haws and Regulations, CON -TRACTOR shall indemnify and hold harmless C)tVNER, ENO MIP, UNGINF:ERs Consultants and the officers, directors, employees, ageriLs and odwr consultants of each and arty of therm firm and against all claims, c:<rsiss, tosses and damages {including, but not lunited w, all fees and charge¢ of erilim rs: architects, attorneys and other professiemals and all court or arbitration or other dispute resolution costs) caused by. ansirig out of or resoking tiom the performance of the Work, provided that any such claim, cant, loss or dautage- (i) is attributable to buddy injury. sickness, disease o death, or to irmiry+ to or destruction of tansihic proptin, (other than the, Work itself}, including the loss of use resulting therefrom, and (a) is caused in whole or in pan by any negligent act or ornission of CONTRACTOR, any Subcxuractor, any Supplier, any persca) or orgainzation directly or indirectly employed by any of them to perform or banish any of the Work or anyone for why acts any of them may Ix liable, regardless;if whether or not caused in part by any ne'iligerace of canission of a person or e uty indemnitted hereunder or whether liability is imposed upon Stich indemnified party by Lawn and Regulations re>•'tmrdlrss of the nSIi6 rice of any such person or entity 632. In arc), and all cLmN ugainsi QSkN R or l CJl 1.FIZ or any of their reSp live, CnsultanN. agXnts, officers, directors or enrplorv,m by any employee for the survivor or pecrsonal representative Wwch * mploxe) of C(AFRAGTOK an3 Subcontracacr, any Supplier, any. person ai, organimuon directly, or indwt ily e-nmployed by 17 anti` of' them Ic perform or famish any of the 'Mork An anyarre for whose acts any of them may Iw liable, the indearnific8tion obligation under paragraph631 shall not be limited in any way by arn° limitation on the amount or type of damages, aatpcnsution or benefit% payable by or for CONTRACTOR or any such Subcontractor. Supplier or od-rer person or organization Larder workers compensation acts, disability k"nefatacts or other employee benefit acts. &1:. The uxltannifieahot o1aligatimos of CONTRACTOR under paragraph631 shall not extend to the liability of k1NGT1viFR and FNrCNaks Consultants, officers, directors, employees or agents caused by the professional negligence, errors or omissions of ant of them. .surt'awl of Obligations: 634, All representations, indemnifications, warranties and guarantees made in. re quiredby or given in accordance with the Contract Documet€, as well as all ocntimung obligations indicated in the Contract Documents, will survive final payment, completon and acceptance of the Wurk ands termination or completion of the ;'prcement. ARTICLE7--OTHER WORK Related Work ar site Tl C)WN17R may perform other work: related to the project at the site by C7W ER's own fcseev, of let ocher direct contracts therefor which shall ccmtain General Conditions similar it) these, or have other work pert rmed tn' utility owners. If the faa that such other work is to ix performed was not noted in the Contract Daomncnts, then (t) written notice thereof will be given to CO I'R N('I't R prior to starting any such other walk anet (it)CONMWTOR may make a claim dwretor as provided in A utiutes I I and l i if CC>:v"C ACI OR believes that such performance will involve additional expense to (X.)ITRAC'TOR cx requires ad ditiorW time and the tpirties are unable to agree as to the amount or extent thereof 73 (70NTRACTOR shall alTord each other contractor wino is a party to such a direct Mill MW and each utility owner {and OWNER if OWNER is performing the adklitionaf work with 6VvNTR's anptoyees) proper and safe acwe5s to the site and a rwnsariable opportunity for tilt introduction and storage of materials and equipment and the execution of such other work and shall prorxrly uvmnmet and ccx)rdimae the Work with theirs, Lnleas otluxwese provided in the Contract Documents. CiTrnTRAC'TOR shalt do all cutting, fitting, and patching of the SVork that may be required to make its several parts come top cnher randy and integrate with such other work - CONT IRA(fiTOR shall out crxiirger anv work of others by cutting, excavating or otherwise alteriag their twrh and will only cut or aher their work with the v: dram consent of ENOINF.ER and the others whose work will be affected. The duties and respow flioe_s of Ct)'vT1tACf0R under this paragraph are for the benefit of such utility cAvricrs and other contractors to the extent that there are comparable l f. i„ic rue (,i,t�l`�tAl-i 0>�`C.Jl1tCJ,a . 19t9-8 0991' E Mmo W'd 111 OF rORII-OLIA h'S,Nti>iiI A I IONS (RI V 1,N)WO) provisions for the benctit of CONTRl A.C1T?R in said direct contracts between t: WNT,R and such uuhty owners and other contractors. 7.3 If the proper execution or results of any part of CON1 RACTOR's Workdepends upon work pertnrmed by others under this Article 7, CON'TRACTOR shall inspect such other work and promptly report to rNCNT -,rR in writing any delays, defects or deficiencies in such other work drat render it unavailable or unsuitable for the proM execution and results of 0ONTRACTOR's Work. CONNTRACTOR's pailure so b report will constitute an acceptance of such other work as fit and proper for integration with C70lv"TRACTOR's Work except for latent or noripparent defects and deficiencies in such other work. Coordmariou: 7.4 If OWNER contracts with others for the pcifornance of other work on the Proioct at the site, the following will he set Firth in Supplementary Condrtions: 7.4.1 the person, firm or corporation who will have authority and resporiubdity for coordination of the activitics mnong die various prime contractors will he identifie dt 7.4.42, the specific matters to be covered by such authority and responsibility will be itemized; and 7.4.3, the extent of stwh authority and reslxmxtbifitieswill be provided, unless otherwise provided in the Supplementary Conditions, OANER shall have sole authority and responsibility i i respect of such co rd imiln ARTICLE 8--01VVNER'S RNSPONSIBILY]fJF-S 8.1, fixcept as otherwise provided in these C;eneral Corulitions, OW w"f R shall issue all communications to CONTRACTOR tlaouldaENGEsTM, 8,2- In case of termination of 0w employment of 1,NGINEER, 011,NEiR shall appoint an engineer against whom obJ — ieq. Whose status under tli Contract Dovurnnts still be that of the firmer ENRWEIR. SA C7tl`N1,1Z shall famish the data required of OWNER under the Contract Documents ixomptly and shall make payments to CON FR \C 'I OR promptly when they are due as provided in paragraphs 14A and 14,13_ SA tA\NFzR's duties in respect of providing lands and easements and povidtng er-ciittxrmg surveys to esiaNi' h reference points are set forth in paragraphs 4 1 and 4.4. Faragriiph 43 refers to 01V\TR's identifying and makula available- to CONTRACTOR oapies of reports of explorations and tests of suhsurfaw conditions at the site and drawings s of physical conditions in existing sknaentres at or ovauguo us to the site d,st have been udhzed by EN I\T-1,R in preparing, the, Contract D(vurients a , .,..-a>�td r.xpcctsahi4tia-ittr�-ot-pauuhasme spit v-i+ut�-ar.+-sat forthiny S-through y tt): 9.4. OWNER is obligated to execute tliange t NoTs as indicated inparagraph 10A. 8,7 CA'o NMR's responsibility in respect of certain insper ions, tests and approvals is set forth in rxiragraph 1 ;A 8 8, In connecticon with OWN+,Wn ngl t io stop Work. or susiend Work, see ramrap}�hs 13lq cart li-1. Pwagraph I>? deak with 0kV.N"7iR's right to tmumte servicesofCO TRAC'"fORunderccrtaincircumstances. 89, Nice OW1,3 R shall not supervise, direct or have control or authority over, nor be responsible for, CONTRACTOR's means, methods, techmquei, ;sequences or procedures of cote iruedon car the tstfcty Twocautions and frograms incident thereto, or for any failure of CONTRACTOR to comply with haws and Reett1ations applicable to tic furnishing or performance (if the Work - CtAINI'R will not he rcgxmsiblc for CONTRACTOR, ftilure to perform or famish the Work in accordance with the Cone act Documents iitea, in respact'A undisokv'oci ttdaa„--Ir(_ks;-._..-ftsmrtksus--4ya�.*- wr Radaoacerive Materials imeoveied-or revealed at the sits is tal�<�#an-panegraph : `i- S-i-i---Inc#tsv t}tettt-(?6k'A�R-has-agreed-tt* fttrraslt CL-�7 t R:�6�}k--raas,�lila-- aviJem'e—apt-ktwte�iai tatangemerts -lave--bard nixie- to -.satisfy--OWNER's etinghEiwra-partaker--Hoe--f dtntrat�-ptuettimmts:-s3WNfR's responsibility ui-r t Eiere< f will be as art-forth-ut the, Stappleanentary C'oiditions TICLF 9-rIc rNEER's sr.a'rrs DURING CONSTRUCTION gltWER s Representatirve,- o I I:'WIN"E'ER will Eri M ui'Rs representative during the consdtiction period. The duties and reslxinsibifiurs and the limitations of autherity of LNQfNE } R as cJW\rFR's representative during construction are set forth in the Contract Documents and shall not be extended without written consent of tit I R and I>NCNl'.FR- units to .Site: 912 E 1tH`.1,1R will make visits to the site at intervals aplrolinate to the vartom stagcs of eonsuacaion as E.'v�tsPMJ: R deems necessary in order to observe is an experienced and qualified design professional the progress h1 U'Cr;LNIJiit, C+'Niht"nONS 1919-809'"t4400 u'taiY i!F ruN r, Y3LU 37S hlbPn 4f'A'I In'rti tli.F,F b2,smq that has been made quid the quality of the carious !gvcfs of CONITR.AC,'TOR's eveuted Work Rase on information obtained during such visits and observations, NWANME,R will endeavor for the benefit of OWNTiR ti> determine, in general, if the Work is procceding in accordance with the Contract i.?ochmtems t'1Nt3IN1;l R will not be required to make exhaustive or continuous on - site in p ocuons to check ow quality or ginmtay of the AVork. ENGINEER's efrons will be directed toward providing for OWNER a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the Basis of such visits and on - site observations, KINGINEPW will keep OWNER informed of the progress of die Work and will endeavor to guard L7W%, FR against clef etnve Work htvCilNRER's visits and on -site: ob.scmationus are subject to all the limitations on ENGINEER'S authority and responsibility set forth in paragaph 9.13, and particularly, but without htnitatim during or as a result of ENGINI iR's on. sits visits or oh. rvations. of (YA11CM-70R's Work WONFER will not super ise, direct. control or have authority over or be, responsible for CONTRACTOR's means, mcihods, techniWes. sequences or pro cedurn of construction, or the safety precautions and programs incident diereto, or for anv failure of !'DNPRA(J rOR to comply with taws arx4 Regulations applicable to the furnishing or perfcxmance of the Work, Project Reprewntative: 93. If OW'\&, ,k and EN(.WKVR agree, VNd[NNEER will furnish a Resident Project Representative tci assist FNTGM,ER in providing more oonramrous observation of the Work. The resIx)nsibilitirs and audhonly and limitations thereon of any such Resident Nglect Representative and assistards will be as provided in paragraphs i).3 and 9.13 a+d-.vt-..t}ta--Supplantantata+ Condition of these General Conditions, If C14*rrsER, designau:,s another to�rresentative or agent to represent OIiNER. at the site whio is not FNOINMER's Consultant. agent a- empkiyee, die re p nsibilihes and authority acid limitations thereon of such other person will be as irovadtd art pd+1 P1t W,3 93I Tlig, Rol resetunUnzs ita.�ir 6s m .t totters rtainir to the em-si e.svark will, in gcneTal, hew ith dv FNtC1 N F acxl "(t ,wf C CTttR __ fiat t1 e Representative will keep the (7t4NER projvTly advised about Bitch matters The Represetualive's ckaling� with Sulxantracior_}v_ill unity heihrcw_t t,tx with the full ! naavl tilge and approval at the \Cf()R- y 3 _� Lvutirs an�fizsy«atpal?tttrs, IfcPte_sent�itih_c will' Prcn.ret .%clwduk .and Miner whedui-5 _preg ra l__tn the t(1hIk11 [QR ._arh3_ _consult _will fhc F 1 Ii c-01m tong ac,XvwabiIitk., 43"<..._C;cmtct�,ncw..�ant1_...ufcetin„pr ...�ttettl meeting_ with the C'(.)NTR,\( rrQR such tt� prevxmstruation tonfercmces, progess mceungs ttrui , tOler,jpb ccx2l rtn��€s_ar! ,..,,p< ?re .anci itrcu.late ccpt>es pEminuizs of meettr�as,_ n 3.^_.3 I.ini mn ..._.... _............ _...._......._ 9323.1 Serge as k:NGlNE. R''S haism wi—h_t (a: TRACIFO& xkingurnai Illy through CONTRACTOR'S RAC'TOR'S s rn erident to a<scxt the i i7'v l'R:�t"rOFt. in. understandgrtg. whe C_'ontruat L)cxamterAs. p.3.' 32, �.'su ut obtamins ah m Cil a R iddttional details_,. or information when rr- tin ur_,{ 9er execution ctt;the 44ork.., 2i 2.,,_i.3 Attv L•u_._RA E�i( .lx_2aW-H�_illlci CC7?+I9 W-WTOR if the winmencement of any it'crrk requiring a Shop... Gnawing Ax y5"r3ltt-k�l£h tis?iLSf tl su K'o•II_I . ot. ! ern apluc vedi by the G(?1 tkiFC a 4 „.4.Itvvtew ,f W-A. Rkji+c on of pefective 1Vah, Inspecttonsand t'ests,_ k7 3 .4,1__----- _tyonduct can-siz. Obeervatialls of l�ik �"•a ' t 1?i�.Lt� n . s4ist t�.?��'e�.R. in deternip1 ng that the Wort ts_Ltrnpr(ceeding, n nc,ccxck�rwt.yktol Ole f`gliriil T),c><:srtts;. a 3.14 t. _ z swrttpany visiting _ inspectors reprvss�nung pubh4„u( their ng�tnn,s Iwvis}� jurisdiction owr the i'roject. retwd the restilts �f Utter ins- antis and ieport to the rNO N" F.R .....-........ 93 2 $ Interpretation of ('antra ci Uopuments._ Report.to FNT61INI R when clarilu.ations and inter xetat[ons c?f.,the t txsfrad�t Tkcumcnts arc rx*tdcd and iniminnii to (.U'�,Ili:1LTC)R vlynti;ptiun attd-urttrlxeW}tun or, the ConEract 17Y tuuent+ wu is tied] by the 932.6_.._.._. .ModiLcalwns _("ori c��r, and eealuaie-�Co�1R.A(`T_t9RS_sug,:ri- stu?ns for 2ti EEC D S FNFR V 4 Cr'itlt't'f{I'dS 1+3 i.$i:!�')t t dllf.q�f x it n UP Pti lli I �Ylt IJ h i Mttl81 tt'�t Pi0"v4 rx t L+ t "0) 1 ntcxl fc uon m Lh'uwii&&. ar Speq,ficatioi),,'And rejx>rt.�tiuwe� r�xcrtnmrm6ttii7nc. to i:Ivt,1I�TiF,k2, curate trunsmd w_,_i CJ�112Ai`TC)R dectaiunsa5�t�thv:_kh. t"tkCil�+`Ft.l2. 3 2 7. Reeards.. 1 „Il s , FOpkxts l2..per -dic reports, as re lured, nC the prpgress of the u(wk anti of the. O-N!'RACTQR'S cxtwpliatwer_wth-the pro$riss svheduhc arid( schtcktle of, shop Drawing, and somple �llotn44�lsa 9:1 � s' __consuls watt} � oaf ; M art ,advanq nl' sr;ity'riultt?$. minor tust<s, in�tcttc?rts, r°,t stiu t of upT?artattri phases ot:tix Work. 9.s 2 8 3___„�,Deaft prd5p+�std L•l�ange titciees and Won,, _Directi e changes, obtainir� Lxul up tiatat al llom the, Ci7ti'i (:I't>R and recommend to F."ON,F1iI{ Changs Qrd0Ls Biw,k I7uer=tip T CJtap9e l�nJ. fLeld ordets 9328844. Report immedtateh_ _ to GVGIh£ R and {)vl t tt the cxcurra ctWei any uw•utd�nt,. 213,LLf'stmtent Br at t5,__ k2et iew. a[ lications fir p a}'ment with (,',ON R A(`t OR for c. mp lance )Yetir__,tlu,_. cstablisixd _prexeslurt far.. their sulxttission and forward w_tth...recsotnmendii6o'n„ter ENGIN E [t nmtir pa tiuxinrlw tie reluGoroih,«t' he,payment qua t d to ihy,s be Ile of valu b �- co ]ttetasxl, aft trtipitui t>}r�nt delivered at the sne Exit . -not incc Posted in the Work;., 5+.3 liJ. C;ompletid>n r��i�s4ie of_�'�tE.tt�I C:xxitiE.pleLun, sulnitit to t?f1NRACTOR a list of observed items r iri carrxdtionor.wnnplcY�», 9.3 ? E 0 (; o oat final issue lion in t�E e Mn iny'ok the }';;iv<,IAsF('I2,_G7}bN172_ and t)R,_and_-preLvre _a ,_fmal list of jtems to ix aure�.1eth or cuni�iletttt at W-L itepp q the Enrol liu_have heen corrected or yamphetcC(_an l make, recdxmi4xliuns ,_ ta._.FttUI'.�CF72. crincarnlna eccauttceu. 933. t.imttation of : nthar "_1`tu [te ec€ntttiv_z„shnh{ not 9.43 1 _ -Authorize any deviations front the matertalg_ t: ft tpExLcttt...tmless autlteytcE b} the 1tiUElv'I;IsR. 933,2 h%ceed limitations of 13AC,INEE'R'S at as9�t.4aSti2lit on .act [o tmes,- 9 3 3 3. _ t, ndcrttkc any of the responsibilities l tlLe, i()l CRr1�I<J_K . Subeotrtr4et5rs„ _or t"QN?'RAQTT .super_anEgrtd?nS: 93 34 -'1.dNj*ee ,on. oriswe direvious SclotiYe tu, ar,txssume cbntrml pvar ,any asperti of the means, methods,echniquv seggeqecx or prgce,4ta,P,, for , crsrtsmeumi tiol s , w -eh is Ixx ficu0v culled for in the Contract IJocum nts, 9.3.3.5, Advise on or issue diretions regardil- 'ter assume oontrol p cr '-l"Ork precautions and programs in c;ottections with the Work 9.336_\wept Shop lhawmg+_ or sample ttbut awIs from,Itya1, _ut13q_ than flit a>t IL\Cfc?R. `+.3 3.7 Authorize O I- R to _occupy he 11`ur}._ux i+lnalc mr iErpart_ Sx?.3.5. Participate ,in specialized Geld ,or iakR>rtterry tests cu mspeciions arickocied bt 40em %mQept as specilicaldl .. authorif.ed 11 rl'ti l;E:l. Clarification-s and Interpremlions. 9A, ENGINEER will issue with reasonable proaipuxsss such written clarifications, or imet}'a'etntioita of the L31.LX'rx ,:Kt a,vl. (.1"YT.1r11ON} 19104 09h)Ediholy WIMYtW FOR t%-(AA lk q(i1x requirements of the Contract Documents (in the tcmn of Ihawings or otherwise) as fi' ifNI'MR may determine necessaty, which shall be consistent with the ii ttitt of and reasonably inferable from the contract Ikx atmems. such written clarifications and interpretttiorvi will be binding on Cri m,"R and COMRAC:TCIR. If OWNl R or CONTRACTOR believes that a written clarification or mterpre,tation justifies an adjustment it the Contract Price or the Contract Tim" and the parties we unable to agree to the amotmt or extent thereof, if any, C714'NER or CONTRACTOR may make a written claim therefor ns provided' in Article it or Article 11., ,-tuthorized Variations in Bark: 9 h'v ANLEiR may authorize minor variations in die fVuik- titan die requirements of the Contract Documents which do not involve an a usiment in the Contract. Price or the Contract Times mil are compatible with the design concept of the completed Psi -lent as a functioming whole as indicated by the Contract Documents, These maybe accomplished by a Field Order and will be binding on OWWRK and also on COM'RACTOR who shall pezfwtn the Work involved promptly, If OWNER or CONTRAC] OR believes that a Field Order tustiGzs an austment in the CcmtiaLt price or the Co mci }'imes and parties are unable to a as to the amount or extent thereof, OWNER or C'ti< R-ACTOR may make a wrinen claim therefor as provided in Article 1 l or 12, Reyecdng Defective Wwk 9.6- G\Et1MEEIR will have authcuith to disapprove or rL1ect Work which FNIGINCER believes to be c%fecrive, or that MIGtNTrR believes will not r"Itice a completed Project that confcwmts to the Contract Documents or that will prejudice the integrity of the design concept of the completed project as a functioning whole as indicated hy' the Contract DocumentsENOI TIER will also have authority. to require special inspection or testing of the Work as provided in paragraph 13.9, whether or not the Work is fabriattcd, installed or completed 5kep ArawlxgK CkangeOrt rsandPi vooenb 9.7 In connection with ENUINEE R's authority is to "hot) Drawing gs and Samples_ sere paragraphs 0 24 through 6,29 inclusive, q's in connection with LN(JI\TL,F;R's authority are to Change Orders, see Articles to. I I , And 11. 99 In connection with E1 OINEETR's authority as to Afirlications tot Payment, we Article 14 Determinations far Unit Prices 9,10h'NGI?E1.R will detuxnine the actual quantities and clavificatioms of Unit Price Work performed by c0"'f ,kCT(iR. f7N, (jl LrR vaill review with tXphTRA.CT"OR the ENGIhTsl-,R"s pre.Euninary dderminations on such matters before rendering a wrinen decision thereon (by ractxnmelation of an Apph cation for Payment or otherwise) f:Ni ]JNtEiR's wrukn dawsion thereon will be final and binding upon OWNER and CONTRACTOR, unless, within ten days after the date of any such decision, either OWNER or CONTRACTOR delivers to the other and to EN INTER written notice of intention to appeal from E GINEFR's decision and! (t) an appeal from T2 G fN FE R's decision is tak m with n the tun. limits and in acccrdatco will) the procedures set forth in Exhibit GC -A, "Dispute Resolution Agreement", entered into between OWNSR and CO'MFMCTOR pursuant to :article 16, or (iti) if no such Dispute Resolutiim Agreement has been enterers into, a formal proceednig is instituted by the n1,1wh party in a forum of competent jurisdiction to exerCiSC such rights or railedies as the appealing party may have with respect to ENCTNEER's decision, unless otherwise agreed in writing by OWNPIZ and C ONTRAMOR. Such appeal will not Le sublet to the procedures ofparagraph 9.11, Ded vimrw an Dhvmtev: 911 ENGINEER will be the initial interpreter of the, rewilrumer1% of tie Contract ()Moment-, and judge of die accepurhtlny of the Work thereunder Claims, disputes and other matters relating to the acceptability of the Work Qr the interpretation of the requuemcnts of the Contract D xttmesesin rig it the jsxforn)ancr, and furnishing of tote Work and claims under Articles I I and 12 it) respect of changes in the Contract Prick; or Contract Times will be, referred initially to F IVNEh",rt in writing with a request for a formal decision in accordance with ties paragraph - t4'ritten notice of each such claim, dispute or other matter will be delivered by the claimant to WGINFFR and the other party to the .Agreement promptly (hut in no event later ftm thing days) after the stern of the oecuncnce or event giving rise theretcI, and written Supporting data will lie submitted to kNiINEW and the other party within sixty days after the start of such occurrence or event unless HNOINEER allows an additional lenod of time for the submission of additional it more ace irate data in support of such claim, dispute or other matter the ojale a� party stall subm it any response to E'sTi CE VT:1:Et and the claimant within thirty days after receipt of the claimant's last sutmitml (unless FN'GI,NrFFR allows additional time). FNG1NE1iR will render a formal decision in writing within thirty days after receipt of the opposing patty's submittal, if any, tit accordance with this paragraph. E NGINEER's written decision an such claim, dispute or other matter will 1e final and binding upon OWNER and CONTR.-VIoR unless: raj an appeal from Eltit;T` EER's decision is taken within the time limits and in accordance with the proevdWes set forth in E al[d] t3C-i1• "Dispute Resolution Agreement' entered into leiween OXVNFR and. CONTRACTOR pursusau to Article I(I. or di) if no such OLspute Resolution Agreement has teen entered into, a written nonce of intention to appeal from ENWNEEks written derasxon is delivered by OWNER or ("ON RACTOR to the other and to ['vc;WEI-3Z within thirty days alter the duw of soh decision and a furnial prvicecdine is institured by the appralinp party in a forum of competent jurisdiction to exercis, such rights or remedies as the appealing, forty may hove with respect to such claim. dispute or other matter in accordance with applicable Laws and Regulations within sixty days of the date of such �h Kilt Do,0FN-ER,kl CONDIatfl ; t t1v.y 11990 r4ilmgtl "� sv.'[irYOFF(oft rCOLLJ NE ill 0111i.AIJOV,(R[LV 1,N)OJ decision, titles% otherwise agreed in writing by 0kV'Ii`R. and CON7 RAC FOR, oil Wdtcri functioning a3 infctpret and judge under para�phS9.10 and 9,11, ENGNEI~R will not shone lxuiad)ty to OWNER or COM RACfOR and will nat be liable in connection with any interpretation or decision rendered in gexsd faith in such capacity. The rendering of a decision by F'MNUR Pursuant to paragraphs 9.10 or 9,11 with respect to any such chain, dispute or other matter {kept airy which have been waived by the making or acceptance of final payment as provided in paragraph 14 15) will he a condition precedent to any exirese by OWNER or CONTRACTOR of such rights or remedies ac either may otherwise have under the C antmct Documents or by Laws or Regulations in respectof any suetslain,disputeorothermatter-putsuunYtoArticlt V4, 9,13. Limitations on 3ii'4 EVEER`s Authority and Revpansibflftlev 9 13.1. Neither 1-MAN ER'.s authority or tespomshility under this Article 9 or under any atln<r provision of the Contract Documents nor any duasion made by I'NGih13ER in goad faith either to exucise or not exercise such authority or respomihiliq or the omdernakittg, in(e rase or perfctinanoc of any awhenty or responsibility by EN1NT FR shall create, impose or give rise to any duty owed by- L\TGIN''EER to CONTRACTOR, any S icontractor, any Supplier, any other per" or nog mization, or to any surety for or employee or agent of am of them. 9132 Ir„vr PM.-aR will not supervise, direct, control or have authority )war or be rL-qratsihle for C ON'TRACTOR`s means, methods, techniques, sequences of praxdtucs of construction, or the safety precautions and programs imiderit thereto. (it for any, failure of CO. PRACTOR to comply with Laws and Regulations applicable to the furniskring or performance of the li`ak ENGINEER will not be responsible for C'ONTRACTOR's failure to perform or fumish the Work in accordance with the Contract Document% 9 13 3. I ti(elNtiislt will not be reslxmsihle for the acts or omissions of C'CYgTRACTOR or of any Subcontractor, any Supplier, or of any other person or cxgatazation performing of furnishing any of the Work. 9.13.4. 1,,NUINEIR`s review of de final Application fur f'avment and accompanying documentation and till maintenance and operating instructions, schedules, ouarantees� lkmds and certilicaws of mspecticm., test/ and approvals and other documentation required to be tlaHyered by Ixutrgmph 14.12 will only lie to detcrinuu generally that than content complies with the requircarents of, and in the c:asc of ucitifiurtes of inspections, tests aril approvals that the results certifieol indicate compliance with, the Contract hocumerts 0,13-5. The limiaitions upon au€i-Kinty and responsibility set torch In this paragraph 9,11 haul al, apply to RN( UNFER's Consultants, Resident Project Representative and assistants. ARTICLE 1(1-CRA\GES IN T}II':1 ORK 10.1. Without invalidatu� tlx .,*ccment and without notice to any surety, OWN, may. at any time or from time to time, order additions, delelium or revisions in the Work- Such additions, deletions or revisions will he authorixcd by a tivmtm Amendment a Clasinge Qrdet. IN a Work Change Directive-- [,Pon receipt of any such document (5)mRA("rok shalt promktly proceed with the Work Involved whidi will be pertonnod under the applicable conditions of the Contract Documents (except is otherwise specifically provided), R2. If C)ivsNTk and CtavMACTOR are unable to agree as to the extent, if any, of an adjtvsmit*nt in the Contract truce or an adjustment of the C'ontract'filres that should he allowed as a result of a Work Change Directive, a claim may lx made therefor as provided in Article 11 or ;article 12. 10.3. CONTRACTOR shall not be ertftled to an increase in the Contract price or an extension of the Contact Tunes with respect to any Work p rfomned that is not required bg the Contract Document, as amended. modified and supplemented as provided in paragraphs 3.5 and ix;, except in the cam of an emergency as provided in paragraph 6,21 or in the case of uncovering Work as provided in Paragraph 13.9 104. OWNEA and C'()N,rRAt:4`dR slush exccute alrprnpriate Change Carders recommended by ENGINEER (or Written Amendments) covering 10.4_1, changes in the Work which are (a) ordered by CAW" dI R pure ant to paragraph I (1.1.. (it) required because of acceptance of c%yeaive W'ark under paragraph 1.1,13 or corrects * ective work under paragraph 13.14, or (tit) agreed to by the pclr res. 104.. chaages in the. Contract Price or Contract Timis which are agreed to by the pFnhes; and 10,4 _ ehantges in the Contract. Price or Contract rilirts which embody the substance: of any wrimn decision retadered ln, E'NGINLER. purn;uant to paragraph1+ I I; provickd that, in lieu of executing any such Change OnItT, am appeal may be taken from any such decision in accordance with the provisions of the Contracr Doc unstts and applicable Laws and Regulations, hot during an), such cep��ee.�I C`ONTP- CR)k shall carry on the Work mad adharoo to the, prt,gresti schedule as provided in paragraph 6.29. W.5. If notice of any change affcUing the (general s")jx of the Work or the pnwimoris of the Contract Documents ACDC GE."NIA AL I199n E7diriga) a=(TTY OFF'C �p rii3LLtbS Yii)pit'1C ;4LOV.; (AGF I NIMI (trwhaduv, but rnx limited to, Contract price rw (',owner fines) is required by the provisions of any Bond to he. given to a surety, the givirag ofatw such n oliec will be CXWTRACTOR's responsibility, and the amount of each applicable Bond will he adjusted accordingly. ARTIC L F: t f --CII1ANC.E CIF CONTRACT PRICE 11.1 Ihe- Contract Price caristitutes the total compensation(subjeca to authorized adjustments) payable to C NT&\CTOR for Performing the Work. All duties, responsibilities and obli Lions assigned to or Imaki-taken by C NTRACTOR shall be at C ONTRACTOWs eyuse without change in the Contract Price. 11_1. The Contract Price may only be changerd by a Change Order or by a Written Amendment, rim claim for an adjustment in the Contract Price shall be based on written notice de -livered by the party making the claim to the other party and to EstGINEER promptly (but in no event later than thirty clays) after the start of the txcurrerice car evem giving rise tothe, claim and shrtatg the ganeaal nahue of the cla m. Notlec of the amount of the claim with supporting data shall be delivered within sixty days after the start of such, occurrence or evert (antes 1•:IvCI I:%.R allows additional time for claimant to subunit additional Or mare accurate data in scippen of the claim) aid sImIll he accompanied by claimant's written statement that the adjustment claimed covets all known amounts to which the claimant is entitled as a result of said cccu rerme or event. All clauns for adjustment in the Contract Price shall be ckiennined by EMilNELIZ in accordance with paragmph 911 if O1 NFR) and C,)\1lL1CTOR cannot otherwise agree on the amount invilved. No claim for an adjustment in the Contract Price will be valid if not submitted in accordance with this raragraph 11'- 113_ the value of any W'c>;k coWMI by 11 C7utnge !order or o f an\ claim for an adjustment in the Contract Price will bedetcnnmed as fotlou•s: 11 11, where the Work involved is covered by unit tarices caamamed in the Contract Documents, by application or such unit prices to the quantities of the items involved i,.uhject to the provisions of paragraphs 11 9,1 through ll q:? utclusivel, 11.3.2. where the Work involved is riot covered to ra t psi s contained) in the Contract Documents, by a mutually weed pa'merit basis, including hung sum (which may include an allowance for overhead and profit tat necessarily in accordance with Paragraph It ti?); 11.3.3. where the Work involved is not covered by unn prices contained in the Contract Documents and agreement to a lump sum is not reached under paragraph 11-3.2, cut the basis cal the Cot of the WcAk detcrmuted as provide[ in paragraphs 11.4 and 11,5) plus it CONTR_ACTOR's bbe for overhead and profit (,determined as provided in paragraph '11,6), Cart of the Work: IIA_ Che term Cc& of the Work means the sum of all costs necessarily incurred and paid In CONTRACTOR in the proper performance of the Work. Except as otherwise may be agrtxxl to in witting, by OWNI R, such coasts shill be in amounts no higher than those prevailing in the locality of the project shall include only do following, items and shall not include any of the costs actnind it) paragraph 11 i 114.1.Payrull cosiS for employees in the direct employ of CON IR-ACTOR in the performance of the Work under rchedules of job classificztties agreed upon In OWNER and C O I' AM OR. such cmipkw es shall include without limitation superintendents, fireman and other personnel employed full-time at the site. Payroll costs for emploN-ees not employed full-time at the Work shall be apportioned on the basis of their time spent on the Work- nivcollcosts shall include, but -not belmi[led to: salaries and wages plus the cost of tinge benefits which shall include social security contribuuon,�:, unemployment excise and payroll taxes, workers` cutrpensation, health and m6rerrtent benefits- hearses stek4ew"aeat" and#tokdWp% applicable thereto The e�nse, of performing Work after regular work a* hags, on Saturday. Sunday or legal holiia}a stall he included in the above to the extern authorized by 0%VNER 114.2. Cost of all materials and equipment furnished and moorT owled in the Mork, including costs of transportation and sturnge thereof. aril b'uppliem' held services required in connection therewith All cash discounts sKdll accrues to CO.'3T RACT )R unless Ott'NER deposits farads with CONTRACTOR with which to make payments, in which cause the cash discounts shall accrue to Ot1MR, All trade disto mts. rebates and refunds and returns from sale of surpltta materials and equilanenr shall accrue to OWN and CONTP-A(7OR shall ra4e proristdms sad thatthey maq be oblaincd 1 4 1 Pn}mtenis made b'y CONI RAPT(* to the Subcontractors for Work performed or furnished by 5ubc�attrtuexs. if required by OWN P;l(, WCDCfal „'�tKALC'pNPH ia/-'N 19i —,S 119(m Whillit `,i wi e71A OV t OR7 1'fH,l,idd5 r47CN 1H tt .411OA�tXk.i' M1?iii'tfY} CONTRACT'C.)R shall obta n c impettittve bids from Subcontractorrs acceptable to OWNTR and CONSRACTOR and shall deliver such bids to 0Wtv113tt who will then determine,, with the advice. of kl+iUINE-M which bier, if any, will be uc cepted. 1f any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Warts plus a let, the Subcornra tor's Coat of the Work and fee "it be determined in the same manner as CONTRACTOR's Cost of the )Neck arnl fee us }}1ruvided in piamlpstph t 1 Let, 115, 11.6 and 111 All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable-_ 11,4.4. Costs of >lieeml consultants {including but not limited to engineers, arehncets, testma lubumtories, surveyors, attuinevs and accountants) employed for services specifically related to the Work. 11.4.5. Supplemental costs including the following: 1114.S.T- The firu[mtuoin of necessary transportation, travel ten am[ subsisce expen%a� of, C ON't-RACT'OR's employees incurred in discharge of duties connected with the Work 11A5 , Cast, including transportation and mainterance, of all materials, supplies, equipment, machinery, appliancxs, once and temporary facilities at the stte and hand tools not owned by the workers which are consumed in the performance of the Work, and cost less market value of'such items used but not consumed which remain the property of CONTRACTOR. 114.5-3. kentals of all construction equipment and machinery and the pate thereof whether rented from CONfR.AC"['OR or others in accordance with rental agreements approved by OWNER with the advice. of EA3t;INUR, and the costs of transportation, toadine, unloading, installation. dismantling and remAil thereof --all in accordance with tams of said rental agreements. The rental of any such equipment., machinery or parts shall cease when the use thereof is no longer necessary for the Work. 11.4.5.4. Sale& constnner, use or similar taxes related to the Work, and for which CONTRACTOR is liable impnsetl by Taws and Regulation. 11.4.5.5. Delxniw lost for causes other than negligence of ('ON"[RAC Tt)R, am Subcontractor or anyone directly or indirectly employed by any of than or for whoa acts any of them may be liable, and royalty payments and fees for p crmtts and licenses. 11.4.5.6, Losses and damages nand related e.xpenscs) catmed by damage to the. Work, not compensated by insurance or otherwise, sustained by COVflt,lf'TOk in cxmaecuon with the performance and funii king of the AxhvS iexcelii lenses and damages within the deductible amounts of properly uisurance established by OWNER in aecordance with para&,Taph 5.l'}, Ixosi(led they have resulted from causes other than the no 11 of CONTRACTOR, atn' Sub irracKor, or anyone directly or indirectly employed by any of tliisn or for whose acts any of them may be liable. Such losses shall include settlements matte with the written cowent and argxoval of OWNER No such louses, damages and experncs shall be included in the Cos[ of die Work, liar the pur�x ee of determining C ONTRACT O,R's fee. Tf, however, any such loss or damage requires rertimtrucuon acid C'ONfR C"TUR is placed in charae thereof, CONTRACTOR shall be peal for xn ices a fee p refeirtionate to that stated in paragraph '11,62, 114 i 7_ The cost of unfines, fuel and sanitary facilities at the site. 11 4 5.R. 1ylair expenses such as telegrams, ICIng distance telephone aIls telephone 3 MCC at the site, exprcsiiee and similar lxtty cash items in connection with the Work. 11 4 5.9. Cost of premiums for additional Horxls and insurance required bewuse of changes in the Work. 11.5, The term Cost of the kVork shall not include any of the following: 115_l. Payroll costs and other compLivation of C^ONTRACTOKs officers, esecutives, prinulxils (of partnership and sole proprlctorsliips), general managers, eriguwers, arcfatects, estimators, attorneys, audFtoirs, accountants, purchasing and contracting agents egvditers, tim&wepers, clerks and other fersonnel employed by COy? MAC IOR whether at the site or in f''NTRAC FOR's principal or a branch office for general administration of the %Pork and rot specifically included in the agreed upon schedule of job classifications referred to in paragraph I I d l a specifuall}covered by paragraph I1A.4—all of which are to bc considered administrative costs covered by Ole C ON TR —FOR's tee 11,5.2. Expenses of CONTR1iCTOR's principal and branch offices other than C€ NTRACTOR'.s office at the Mte. 11.5.3. Any part of COT+TRACTOR'� capital expenses, including interest on oCONYRACY"OR'S capital crtrplo}red fct the kVork and charges ugairea CON IR ACTOR for delinquent lxnincnts. 113.4. Cost tai picmiwtrs fox all Lkoncb- avid for all insurance whether ox not C'ONTRACi'(:Q is required bv° the Coruuu;t i?acumems to purchase and maintain the same (excclx fox the exist of preimiums covered by sublmrngraph I I AJ 9 stove). eJC712C(W'131Ft), C `.1xit) stst910-s 0H79Edit vltS W C1 J'Y Of F OR 1 i Y4,3,1%5 h1ONVI CA I IONS (RF it 1'20001 115,5, Coss dot to the negligenou of ('ON'TRAt.TOR, any Subcontractor, or anyone directly or indirectly employed by any of them or far whose acts any of them may be liable, including but not limited to, the correction of ci¢faehre Work. dial of materials or equipment wrongly supplied and making good any damage to property. ) Lsfi. Other overhead or general e4viise costs of am kind and the its of any itern not specifically and cslrressly included in paragraph 11.4. II_b The (Y)IifRACTOR's fee allowed to CQ,,gkACT0R for overhead and profit shall be determined as follows' 11.6.1, a mutually acce7>hable foaxi lee, or 11 A1 if a Cored fee is not agreed arena, then a fee boscd on the fi llawing lwoontages of the various portions of the Cost of the Work. 11.6.2.1. for costs incurred under paragraphs 11.4.1 atxi 11 42, the C CNTRAC OR's fec shall he fifteen lxrcant; 11.6.22. for ousts mourn d under parWaph 11,43, the CON-I'RAMOR's tee shall be five percent, 11-6.2.3. where one or more tiers of subcontracts are on the basis of Cost of the Work Plus a Pee and ro fixed fee is J14ced upon, rho intent of paragraphs IIA1, 11.4-1 114.3 and 11.6,2 is that the Subcontractor who actually performs or titrnushes the Work, at whatever tier, will he paid a fee of fifteen pxscent of the costs incurred by such Subcontractor under paragraphs 1I4.I and II 2 and that any higher tier Subcontractor and CON TR.ACTOI . will each be paid a fie of-tw,6 percentof the sorwo tfmW-to the next -lower TierSubcormitchw, to be negotiated efts cam! tilLunitlate c�t�ti it but not Ili —t hve.lx3ceili cif the aawaint,papd to the next lower tlet ��k�4r= 11.E-24, no fee shall be payable on the basis of wits itemised under paragraphs 11 4A It 4 5 and It 5; 11,6.25. the amount of credit to he allowed by CON7RACTOP to C71t'NHR for any zhinige which results in a net decrease in cost will he the amount of the actual net decrease in cost plus a deduction in ("UN TRACTOR's fee 1y an amount equal to file percent of such net decreax; and I1,62.6when both additions and credits are Involved in anvv ale charge, Ate adlctstuiene in CONfRAC'TOIR's ree shall he computed am the basis of the stet change in accordance with rnrigniphs 11.6-" 1 thmu h 1 1 n au lnsive 113 Whenever the cast of any Work is to he detentmud pursuant to fmragaf& 11.4 mil 11,5, CONTRACTOR will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in form acceptable to rN(`lI Ef`,R an item ized east breakdown together with supporting data. Wash: U m iancex: I IX It is understood that CONTRACTOR has included in the Contract Price all allowances so named in the C: cnamot f)ocumems and shall cause the Work so covered to be furnished and perfrmed for such stuns as may be acceptable to OWNHR and FNGINFER CONTRA(70 R agrees that. l i2;_1. the allowances include the cost to C(:)VT'RACfOR (less cony applicable made discouras) of materials and ognipm¢mrequtred by tlic allowances to be delivered at the site, and all applicable taxes. and t i8.2. Ci%h°IRACToWs costa for unloading and handling on the site, labor, installation cosfs, overhead,. profit and other expenses ccatemplatod for the allowances have been included in the Contract Price and not in the allmmnoes and ix> demand for additional payment an account of any of the foregoing will he valid. Prior to final payment, an appropriate Charge C_hiler will be issued as rrxaumncriskd by ENGINEER to reflect actual amounts due CONTPACTOR on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.9. lint Price !Nark: 11 9.1, Where the Contract Documents provide that at or part of the Work is to be Unit Price Work, wtially the Contract Price will be deemed to include tor all Unit Price 14e& an amount equal to the sam of the established unit prices for each separately identified hem of 1 Trut Price Work times the estimated quantity of each itm as indicated at the Agreement The estimated quantities of items of Unit Price Work are riot guaranteed and are solely for the putpose Cif comparison of Bids and determining tan initial Contract Price. Determinations of the actual cpttantities and classifications of Unit Price Workperformed by C0 NTi2ACT0R will be matte by ENG1NUk in accordance with paragraph 91()_ 11.92. Tacit unit price will be demaed to include an amount umsiderod by CONTRACTOR TOR to he HI.loquate to cover C" N'TRACTOR's overhead and profit for each separately identified item It 9.3 OIVNf;R cr C ON't`RAC'1 OR. may make a claim for an adjustment in the Contract Price in accordance with Amide I l if. I I vr.3,1. the quantity of any itcrn of (;nit Price %larkperformed by CO'*:fR.AC"fOlZ zhfTcm materially and significantly from the estimated quantity of such item indicated in the ;agreement: Eh or lib A"jilt qt r f. "Lill [fl?iS I Vt tt.� ❑9 P EiAihllk 26 ev:citl(tFFOR tCQLtPo, MCHntrtCATIOiSi1Kt44-60111 and 1 lSn.3 2, there is no corresponding adjustment with respect to any other item of Work. and 11933 if CONTRACTOR believes that MY TRACTOR is entitled to an increase in Contract Price as a result of having uiLurred additional expense or OWNER believes that OVstNM is entitled to a decrease in Contract Price and the parties are unable to agree as to the amciwu of arty such increase or decreiiw. 11_9_3,4. C'QNTRACTI k acknoul; =es tI [ the t)4'ENIt has €be nght to ndJ,ar delete_items in dtc 13id__nr change tuaantities at, ()1k NERIS sole cliscrilticn v_Ab-OL1 afleCairii; tlnr CordraM 1'riu nt" any €emanmrig Item..... so 1ong.as. the delcuon_or addition does not exceed twenty five Perm t_ of the_ori# nal -total C ntract Price, AWFICLY,12-AMAI GE OF CONTICNC:T TIMES 12-1. The Contract'1'imea (or MdectcmnO may only he ringed by a Charge Onkr or a Written Amendment. Any clams far an adjustment of ilk- Contract Times (or Milestones) shall be ba,,W on wnttatn notice delivered by the par€ making the claim to the other party and to IiNGV, 411R promptly (but in no event later than thirty clav's) after the occurrence of the event giving rise to the claim and stating the general native of the claim. Notice of the exUnt of the claim with supporting data shall be delivered within sixty days after such occurrence (unless F\QINF+K allows additional time to ascertain mare accurate data in support of the claim) and shall be accompanied by the claimtmfs written statement that the adjustment claimed is the entire a yustenent to which tie claunant has reason to believe it is entitled as a result of the occurrence of said event. tall claims for adjustment in the C'onttaet Times for ivhksfones) shall be determined by FNIG]'NEER in accordance with paragraph9ll if OW 3ER and CONTRACTOR cannot otherwise agree, No claim fir an adjusKment in the Contract Time(, (or Nfiilestonws) will be valid If not submitted in accordance with the requirements of this pararaph 12 1. I2.2. All tune limits Stated lit the Contract Ucc univias are of the essence of the Acnement. 123 Where CONTRACTOR is prevented from completing any part of the Work within the i"ontrad Times for Milestones) due 4) delay beyond the control of C'ONICRACTOIt, the Contract Timo; for Mihestonc; j will he extetckd in an amount equal to time lost due to (such delay if a claim is made therefor as provided in paragraph 11i. laelays beyoml the control of CO fRAC COR :ha4 include, but not ix luiiiwd to. acts or neglect by OII NER, acts or neglect of utility rnvaen or ether czmira. s,»s performiing other work a% cont,s,mphwd by ,Article 7, tires, floods, cpidcmws. abnormal weather conditions <r acts of iod t)elnva :utributnhle to and The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 00.0 SUBCONTRACTORS, SUPPLIERS AND OT GRS (L0. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 003Z contained within these Documents. OD.1. If OWNER or Engineer after due investigation has reasonable oA ction to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the neVt lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or or ani)Cation listed and to whom OWNER or Engineer does not make written obction prior to the giving oftheNotice of Award will be deemed acceptable to OWNER and ENGINEER subs' ct to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. OD.2. CONTRACTOR shall not be required to employ any subcontractor, su plier or other persons or organiXations against whom he has reasonable oXction. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 0.0 BID FORM. 12/03 Section 00100 Page 4 within the control of a Sabxnttraet x of Supplier shall tm dLemAxt to be delays within the control of ONT RACTOR 114 Where CON-,rRA(ToR is prevented front completing, any Pan or flit Weak within the Cotiftaat Times (or hfilestones) due to delay beyond the control of both OWNER and CONTIZ.V-10R, an extension of die Contract Times (or Nfilestont at an amoutit equal it) the time Ica due to such delay shall be CONTRACTOfes soic and exclusive remedy for such delay. In no event shall OWNE,R lihahle to CONT RACTO'k, any Sun uttn;coos. any SUPPliCL arty other MS011 Or CirganiZatiOn. Or to any surety ter or emplayee or agent of any Of them, for damages ariaing,. out of or resulting from (i) delays caused by Or within the control of the or (ii) delays beyond the control of both tattles including but not limited to, ffics, floods, epidemics, ah)ormal weather conditions, sets of God or acts or neglect by utilay owners Or tither contractors performing ail -ter work as contemplated by Article 7. ,XHTICJ,V. 13—TV'sTS VNID INSPECT'IONS; CORRE01ON, REMOVAL OR ACCEVI-ANCY. OF DETECT11 7-,'WORK prompt notice of all dekctivo Work of which OWNER Of IN(IINPI�R have actual knowledge will be given to CON71ZACTOR. All defenvo Wort may be rejected, corroctedor accepted as provided in this Article 13 A ceevs to wop*: 13.2 OkVNITN, ENGINELIZ, LNG UNFEWs Consultants, Other representatives and personnel of OWNEX independent testing laboratories and with jurisdictiorlal interests; will have access to the Work at feasionable- lanes for their observation, inspecting and WsUrV CONTRACTOR skill provide thorn preen )cr anti safe conditions for such seem% and advise car of CONTIZ,ACTOR's site safiety procedures and programsso that they may comply therev6th as applicable Tests and Inipections 133 . CON TRAC J'OR shalt give LN; fl- [:[i tancly notice of readiness of the Work for all required inspections, tests Or applovat%, and shad orx�Cratc with inspection and Using personnel to facilitate required inspections or tests 13, 4 0t4NFR shall employ and pay [or fly, services of an irideferwient testing labvtlwo y wi perform all inspections', tests, or approvals required by the Ccsitnitl Tkoctrments except. I " 4 t for inspections, testa or '1-VQYaL; covered by paragraph 13.3 below. 13.4.2. that costs incurred at eonricclion with lcst,� or inspections conducted pursuant to paragraph 11,9 below shall he paid as provided in said paragraph 13.9; and 13,4,'.1 as Otherwise specificuliv provided in the Contraet Documents. I 3i'S. It Laws or kegulalions of any public body having s irai,*-betion require any Work (or part thercoll) sp�'Cifik4aljy to be inspected, tested or approved by an employee at other representative ol'sudi public l CONAA�:I'Ok shall assume full 1 �Iorarranging and obtaining such inspections, tests or approvals, pay all costs in corarmtion therewith, and Varnish ENGINTfill the required certificates of inspection, (it approval, CONTRX-FOR shall also be responsible for arranging and obtaining and shall pay all cosis in connection with any a>sptctno s tests Or approvals io4uacd for OWERs and ENGINUER's acceptance of materials or equipment to be incorporated in the Work or of materials, mix desilpis, or c lsubmitted for approval prior to CON g R!7anapproval purchase thereof for incorporation in the W(TV 11-6 If any Work (or tht wort- or others) that is to be inspected, tested or approved ts covered by CONTRACTOR Wid)(RA written e0r)LUITenCC Of UN(UNVI'k, it must, it reeluesed by UNGUNUER, be, uncovered for observation 117, larcovenrW Work as provided in flaragraph 13,6 shall he at CON'l RAC - l'OR!s expense unless CONN'RACV09 has, given ENGINITIiEM timely notice of CONTRACTOR's attention to cover the -note and ENGINEEN has not acted with reasonable prompulem in response to such noticc, Cneovering Work 119. If any Work is covered contrary to the written request of ENGWEER, it must, if requested by UNfiLNEER, be urwovered for LNG JINEEKs obseff atton and replaced at CONTRA('roles expense. 13,9 If ENGINEER considers it necessary or advisable that covered Work be observed by ONGINFEK or inspected or tested by others, CONTRAC. 170R, at IAWGI3\LLX.5 request, 41110 uncover, expose or Otherwise make available for Observation, inspection or testitI6 ,is rN(;ULI:R may require, that portion of the Work in question, (unuslung all n"wry Libor, material and equipment. ff it is found that such Work is defevth-e, CONTRX'T()k "It pay all chun1% costs. lases and danmtios caused by, arising out or or resulting from such Uncovering, osposurc, observation. aA-'&Vi0n and its1mg and of ouslactory replacement or reconstruction, (aveluding but not limited to all costs of report or replacement of work of others,), arvil (AVNE114 shall be entitled w an appropriate deemaw in die Contract Price, und, if the furtieN are unable to agree as to the amount thereof, may make ,, Claim therefor as pmvidml in Article It, fie ho"ever. such Work is not found to he fknfzcnre IiACTOR shall be, allotted an Increase in the Contract Itiec or an extension of the Contract Times (or \hle��& nos), or both, directly attributable to such Fi(ll)(,(;I;''t6K��li.L'(,?NT)1'11(),%$),910,sill),AlFdifiVlI 27 uncewermy oq.,osure, observation, inspection. testt%, replacement arid rxonstruction; and, if the: panics are: unable to agree as to the amount or extent thereof, CONTRAOTOR may make a claim therefor ns provided in Articles I i and 12. 011"W ER hfay Stop the Fork: 111U. If the Work is *fecitve, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equipment, or faits to famish or perform the Work in such a way that the completed Work will conform to the Contract Documents, OW'3,-XR may order GONTRACFOR to ste�p, the Work, or any portion thaeoE until the cause for such order has been elmnn ated; however, this right of OW` 'HR to stopp the Work shall not give rise to any duty on the part of ()WNER to eaerca e .this right for the benefit of CONTRACTOR or any surcry or other party, Cmrecrion or Remotai of Defective Work., 13 11 If required by F ti<;Iz' 1JX, CONUR \CTOR shall pramprh, as directed either correct all ck'fective Work, whether or not fabricated, installed or completed, ar, if the Work has been rejected by hNOINEM return e it from die site and replace it with Work that is not ckfaeYive. C:ONTRACYOR shall ley all claims, aaxts lasses and damages caused by or resulting from such correction or removal (including but not limited to all casts of rgxAir to replacemem ofwork of others) 13.12 Correction Perim* 13.12.1, If within erne-yem, two years after the date of Substantial Completion or such longer period of time its may be prescribed by haws or Regulaticrx; or by tyre terms of any applicable special guarantee required by the Contract Documents or by am, specific provision of the Contract Documents, Any Wort, is found to he ,pe iv._ CON7PACrOR shall promptly, ^ ithoot coil to MVNER and in accordance with OWNEKs written irvructiore: (i) correct such defective Work, or, if it has Nita rejected by OWNbR, remove if from the site And replace it with Work that is not tiefecirue, and (ii) rat sth"ify Correct or remove and replace one damage io csher Work or the Work of others resulting therefrom If C'cntiTI2ACTOR does not promptly comply with the terms of such instructions, or in an emergency whete delav would cause serious risk of loss or damaLv. OW? ER may have the ikfecfive Work correctccl or the rejected Work removed and replaced. and all claim}. costs, lt>ssts And damages caused by or resulting from such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be BEd bye C ON fRACIOR 13 I'.' In special circumstances where A 1xinicular item of equipment is placed in continuous service before Substantial Completion of all ftx Rork, the correction Iv. tro i for that item !nay start to run from an eArlier date if so PNwidod in the Specificaliom or 11% Written AinendmonT 1.3 12. lL3tare ;%fecHve Work (and damage to ether ph HitOCCIE;NVRALCONDt'n.+ONs 19111.3 0990 Eihumx w= (In n OF FOV I C 01JA NS Air OWk A'rjoA, S (Rt C 1'20w 1 'A ork resulting theretioin) h i,s been corrected, removed or replaced under this paragraph 13.1'!, the correction period hereunder with meat to such W'ork will be oxtended for an additional Period of -yew tw e ys alter such correction or removal and mplacement has bean sru sfactorily completed .Aecepkrave ofDefeelrve Work: 1113. If, instead of requning eornxtiou or removal raid replacement of defsciive '.bark, OWKER sand, prior to FINGINEERs recommendation of final payment, also Hlsl(rINFI-,Rl efers to accept it, ChkNER may do so- COTvIRACit R shall pay rill claims, costs, lucscs and damogt% anrihutable to MVINTER's evaluation of and determination to accept such a&facdve Work (such costs to be appnovcd by ENGLN ER as to rcasotxiblgtcs }_ If any such acceptance occurs prior to t NL;3 FER`s raarmmendmiun of final payment, a Change Order will be mstted incorporating the necessary revisioms in the Contract Documents with respect to the Work; rend Old NLR. shall be entitled to an appropriate decrease in the Contract Price, mid, if the parties are unable to agree as to the amount thereof. OWNER may make a clavn therefor as provided in ,Article 11_ If the acceptance occurs after such recommendation, an appropriate amour will be paid by t_-t »'1RACY )R to OWN&R. OWTNER Star Correct Defective ll'Wk: 13,14. If CONI RIC."fOR. fails within a reasonable time after written notice boric ENOINEKk to correct depcinte Workor to remove and replace rejected Work as required by ENGINEER in accordance with paragraph 1311, or if CONTRACTOR fails in perform the Work in accordance with the t ontract Documents, or if CONTRACTOR fails to comply with any other provimon of the Contract Documents, Ob*NER may, afar seven days' written notice to ('i'rm'1`RA(,1TOR, correct and remedy Any such deficiency, In ksereising the rights and remedies uncet this paragraph OWNER shall proceed expeditiously, In connection with such octrective and remedial action, OILNER may exclu4e CONTRAC10K from all or part of the site, take possession of all or part of the Work, and suspend CC)NMAtTOR!s services related thereto, take possession of CONTWkC,F 1R's tool- ar.gAxnces construction equilanent and machinery at the site and incorporate in the Work all materials and equipment stored At the site or for which OWArh;R has paid CONIRAC OR but which are stored elsewhere. CONTR-AC'T'OR shall allow OWNER. OWNFRs, rep e enatives, agents and employto-s. OWNER's other mntraciort; and FNGlNTTR and E,'MsfNTTR's Consultants Access to the site to enable OWNER to exercise the rights and remedies under this paragraph- All claims, costs„ losses and damages incurred or sustained by, t7LS'tilUi in exercising parchrights and remedies will he charged against r t )x rR.,k(—roR And a change CSrder will Iv issued incorporating the necessary revisicptts at the Contract Documens with respect to the Work, and o7 t NI--R shall tre entitled to an appropriate decrease in the ConnxbY Priee, and sffhr p rttes aria unable to a 'cv, as to the amount the: W E:R may make a claim dtereror as provided in :article I i Such claims, costs, lenses and damages will Include but not be limited tat all casts of repair or replacement of work of others destroyed or datnu�§>,ed be correction, removal cw replacement of CON�I'it M—i`Oks defective Work CONiPaAC`i (,R shall not be allowed art extension of the Contract Tunas for Milestones) because of any delay in performance of the Work attributable w the cxercitw 1 tv OlS'Is'ER of MNMl rights and reatedies hereunder - ARTICI E 14--RAYMENTS TO Cf NIRACTOR AND COMMETION Schedata of Poises: 14.1. The schedule of values established as provided in paragraph 2.9 will serve as the basis for pragess payments and will he incorporated into a form of Apphcranon lbw Payment acceptable It, FiNGTNEER progress payments ro account of Unit Pica Work will be based on the nunnber of units completed .41pliewtonfa),Progrewpa menr: 14 2 At least twetfty days before the date estahfl ,heel for each progress p aymcnt (hat not more often than once a mcaah), CONTRACTOR shall submit to IHNGII`UM for review an Appheati+at for Payment tilled out and signed by C ONNTRACMR covering tie Work completed as of the date of the Application and accompanied by such wrporting documentation as is requu'od by the Contract Documents_ If payment is requested on the basis of materials and equipment not incorporated in die Work but delivered and suitably fired at the site or at another location agmed to in writing, tficApplication for payment shall also be accompanied by a bill of sale, invoice or other docatmentation warranting that OWNER has received the materials and equipment free and clear of all Liens aml evidence that the materials and egnipment are caaered by appropriate property insurance and other arrangements to proted OXVNliat:s interest therein, all of which will be satisfactory to OWNER The amount of retainnge with respect to p rogtess payments will be m stipulated in the Agreement Any funds that are withheld by lbe C WNE''R stall nor Ee sub s tc,subsirtutian__iyy c C'OIMRX OR with s gifies or any arrangements; invoivtng. an escrow or citswdittnship. Py e%,e uimg-' ihe_np tlt�tion for payment lortlt ilia C'Otil IL`W-11- file eVeq Y u ones lajs„f rght to the benefits Ji colcrado Revised Statutes, Secticir!_^_4 et =se CCJf' MIC'TOR's Ifiwmnrf• of Tide: 14 . CCOX 110CICy1t -wart ants and guarantees, than title to all Welk, materials and equipment covered by any Applical... n for Paymen whether incorporated in the r_roitct Or not, will puss to OW' E.R act later than the tune or paytnzni free and clear of all liens. Review of.4pplieatiom far Progress Pafereat 144. F.Nt.rl'' &R will within ten days after receipt of each Application for Payment, either indicate in writing a h:Jt✓D sL'.I`FAk.0IN01-po 1S19ioO S OWjtltii O iW01'Yf F FORTS AlPr SMODIFY'A'[ION-StREV 120011 recommendation of payment and present the Application to OWIy'ER, or return the Application to C oNTRACTOR indicating in writing l:NGINTLER's reasons for refusing to recommend payment in the latter case, CONTRACTOR May make the necessary corrections and resubmit the Application Ten days after presentation of the Applitation for Payment. to OWNER with LNIGINUks roc mnetdatiori the aauount recommended will (subject to the provisions of the last sentence of paragraph 14.7) iwsome due and when due, wiU be paid by OWNEC2 to CON'TRAC 0R.. 14.1 1NC,iI+YE„.P.R's recommendation of any pvayment requested in an Application for Paymrni will 6Lrrshtute a reprecenuition by ENGINEER to OWNER, based on t `Xil\` E;R's on -site observations of the executed Work us an oxpettenved curd qualified design prol'essiomd and on liMINBER's review of the Apphcarion few Payment and the accompanying data and schedules, that to the best of I NGIN IiER's knowledge, information and belief: 14_5.t. the Work has progressed to the point indicated, 14,52, the quality of the Work is generally in accordance with the (Contact Docurnent's (subject lit an evaluation of the, Work as a functioning whole prior to ca upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents. to a final determination of quantities and classifications for b'tit Price Work under paragraph §i_ 10, and to any other qualifications stated in the recommendation), and 14,'.3, the conditions precedent to CONTRAC"fOR's being entitled to such payment appear to have been fulfilled insofar as it is p'i` 3rNLEKt %responsibility to observe the Work. However, by recommending any such paymcnt ENGINEb,R will not thereby be deemed to have represented that: (i) wdaustivc or continuous or -site tnspecuons have been made to check die quality or the quantity of the Work beyond the responsibilities speciCcailly assigned to ENGINEER in the Contract Documents or (ii) that there may not be other matters or issues betiveea the parties that aright entitle CONTRA("TOR to be, paid additionally by OWW'Ar'h`R or entitleOWNT ktoWithhold payment toCONTRACTOR, I4_6 E.' IGIN'-'ERs recommendation of any payment, including final payment, sliall not mean Unit lMM EEX is responsible for C'OVIRACTOR's means. methods, techniques, sequences or procedures of construction or the suety p i esutiuns and programs incident thereto, or liar any !'allure of CON- R UJOR to comply with Laws and Reetilanons .tpplicahle to the lumishing or performance of Rork, or for any failure of t_'ONIRACC'I'OR to pendona or Itumsfi Woik in accordance with the Contract Documents. 14.7. FNGI` O R may refuse to recommend the, whole cr imy part of any petymcnt if. in LNNGMhF.R's cifanion it would he uh^)rrect to make the representations to 29 OWNER referred to n paimgraph 145 ENGINEER may also refuse to recommend any such payment, or, because of subsequently discovered evidence or the results of subsequent inspections or tuts, mdl'afy any such payment previously recommended to such extent as may be necessary in E NGINE3E•R's opinion to protect OkkNfsR iron lossbocause, 14.7.1. the Work is defective, or completed Work has been damaged requiring correction or replacement, 14.7 . the Contract Price has been reduced by Written Amendment or Change Order, 14.73_ OWNER has been required to correct *1&et ve Work or complete W'cxk in accordance with paragraph 13,14. or 14,7.4. INIGINEER Isis actual knowledge of the occurrence of tine of the evahts enumerated in paragraphs 152.1 through 1 i:2.4 inclusive - OWNER may refuse to make pap'ment of the full amount recommended by ENGINFI R tucsnw 14 7.5_ claims have been made against CANNER on account of CONTRAC l'C)R'spe&irmurwe or lirmisfung of the Work, 14.7,6, Lic-ns have been filed in connection with the Work, except where CONTRACTOR has delivered a specific Bond satisfactory to OWNfiR to secure the satisfaction anal discharge of such Liem, 147 4. there e a other ittalis enGtlingOl�AEit too �t- off against the amcamt recommended, or 14.7,8. OWNER has actual knowledge of the occurrence of any of the events enumerated w paragraphs 14 7.1 through 14.7.3 or paragraphs 15,2.1 through 15..4 inclusive; but O%VNER trust give COiv'f12,A(7lrJR immeviiata written notice (with a copy to E" GIN"EF.R) swung the reasons for such action am] promptly pay CON''M%CTGR the amount u withheld, or any adjustment thereto agreed to by Ott NER and CONTRACTOR, witert COYMAC'TOR careens to OWN3R's satisfaction the reasons for such action 'Vabs&mdal Complei#an: I X When CON'rRACTC}R considers the entire Work ready for its intended use CONTRACTOR shall notify - OWNER and ENGUNFEEK in writing that the entire Wtrk is substattially complete (except for items specificully listed by COd fRAC"lOk as incomplete) and request that I'yGINTGFR issue a certificate of Substantial (Completions. Within a reasonable tonne ti eicatici. OWNEX, CONTRACTOR and 1,'sf,iNE ER. shall make an impaction of the Work to determine the status of completion If t:,'N(;Nl-I:R does not oonsider the Work substantially cainplcte, ENGINIIa12 will notitj a'O,TR_ACFOR in writing Living the reasons therefor- If f NOINRE^:R 00-99 990 I,c6trAaa 30 w,tlllOFF€gt Rig rIKS 41{gala lCd'CICi`.S (2k y' 9�?naa3 considers the Work substantially complete. E:NGINE,FR will prepare and deliver to OWNER a tentative certificate of Substantial C'ompletioa which shall fix the date of Substantial Completion. There shall Ise attached to the certificate a tentative list of items to be completed or corrected before finalpnymtent OWNER shall have seven days after receipt of the tentative certificate durisii; which to make written objection to ENCIENFER has to any provisions of the certificate or attached list. If, after considering such objections. ENGINEER concludes that the Work is not substantially, oomptete, EIvGINFrR. will within fourteen days after submission of the tentative certificate to OW'NkiR notify CONTRACTOR in writing stating the reasons therefor. If. after ccmideratienn of OWNrFR's objections, h"'GINFER considers the Work substantially complete. F\GINErR will within said fourteen di vs execute aril deliver to Okk"Nfik and (,ONTRAC'"1'OR a definitive certificate of Substantial C:rnnplehon with a revised tentative list of items to be cyst plcted cx carreatcdl reflect u'tg such changm from the tentative certificate as EtiGINiEER believes justified ate consideration of any objections from OWNER- At the time of delivery of the tentative Certificate of Substantial Completion ENtSIJNFER will deliver to Ok N'ER and CONFRAC'1'OR a written recommendation as to division of responsihilities periling fuel payment between OWNER anti CQVJ'RAC'I'OR with respect to security, operation, safety, mauacratxe, heat, utilities, insurance: and warranties and guarantees. Urilm OWNER and CON I R.AC" I OR agree othenvisse in writm� and su inform ENGINEER in writing prior to F:NGMEIsk's issuing the definitive certificate of Substantial Completion, E?N7GINFFR's aforesaid recommendation will be binding on OWNS$ and C'ONTItAC"FOR until final pxayment- 149, OW`,;ER shall have the right to exclude C7ONIXACTOR Goat the Work after the date of Substantial Conpkboa but OWNER shall allow CONTRACTOR reasonable aueem to oompiete or correct items on the tentative list. Puniat GtiG;ntion: 14,i0, Use by OWNER at OWNER's option of any substantially completed hart of the Work, which (i) has specifically been identifier) in the Contract Documents, or (ii; OWNER, LNGLN'LIER and CONTRACTOR agree constitute a separately functioning tad usable part of the Work that can be used tT OWNER for its intended purpose without Significant introference with CONTRAC"I'OR`s performance of the remainder of the Work, may be accomplished prior to Substantial Complcuo n of all (be t4urk suhjvct to the following 1419.1,OWNLR at any time may request CONT12AC: * in writing to pernnit VL+;-NM to use any- such hart of the Work which ()W N I R believes to be rcdg for its intended use and substantially "no etc. It CONTRACI OR agron that such part of the 4ork is substantially' complete, CON TRACTOR will certify to M Fk and E:NGENFER that such partofehetb rk issuhstantialh•complete and nxluest E* C,l iF R to issue a ccrtiticate of Substantial Completion for that part of the [Fork. ('ONTRACfOR at any time may notify OWNER and iNGINEER in writing that t'()N"fR. iCTOR considen any such part of the lkork ready for its intended use and whstamially cxampleic and request E_%1CiT.'vT,,FR to issue a certificate of Substantial Completion for that part of the Work_ Within a reasonable time after either such request, Ott' UZ, CONTRACTOR and ENGLN ER shall make eta inspection of` that lxtn of the Work to determine IN Status of completion. if F,Nt INUR does not consider that part of the Work to Ix sut±vtantitdly complete, FM WEER will notify OWNER and CONTRACTOR in writing giving die reasons therefor. If NNGINF"BR considers that part of the Work to tic substantially complete, the provisions of Tctragraphs 14 ti and 149 will apply with repect to certification of Substantial Completion of that part of the Work and the division of fesponsibili€y in respect thereof arid access thereto. 14-10.2 do occupancy or sT+arate operation of part of the kNO[k willbe acx:omphsbed prior to compliance with the requirements of paragmph 5.15 in respect of property imurance. Neat fnvfaectionr 1431 i pon written notice from C N'3'RACTOK that the came Work or an agreed pnttton thereof is complete, INGI M- will make a final inspection with OWNER and CONTRACTOR and wilt na#ifv COKMACTOR in writing of all particular, in which this inspection reveals that the Work is Incomplete or defective CONTRACTOR shall immediately take -Awh measures as ate neec-s%ty tot aimpletc such work orre edy such deficiencies F ena(.-Ilapl{carton for Payment: 14,12, After CX7IN ACTOR has completed all such cxtrections to de sa6sfac0ctr u{'EigtxE'k2?PR and dehvexed m accordance with the rirntract Lktctuncmts All maintenance and operating e structions schedules, guarantees. Bonds, certificates or other evidence of insurance required by latragraph,54, certificates of inspection;. marked -up record documents (is provided in Vetagiaphtt_If+) and othet documens, CON71?j%CTOR may make application fir final payment following the procedure fix progress pay guts The final Application for Payment shall be accompanied (except as rot Mivcral) by: (i) all documentation calle fa in the Contract Ltoeamem& Including but that limited to the evide e of in%aranoe, r quued by sutimnic aph 5,4 13. hi?consent of thrc surety, a ton}, to fetal ImyrnisiL and (iii) coitnploe and legally clrecnvc releaxs or waivers Natisfaetcati to MVNF.RlS of all Liens arising out of or filed to einnectum with the Work In heft of etch releases or waivers of Liens andas approved by OWNER, 4't>'t-I R.\C"TOR may furnish mxipts cir release; in Cliff and affidan'rt of CO TRACT(* that (i) the releases and ru;gts itWlnde all falxx, srrvices material and equipment fox which tr Lien could be L'slcxl, and titjall payrolls material and eyoil-micat bills, and other imlebtoainess cnrmeelexl with the Work for which ()W,%&'R or t7(s PR's papeccriy might in any wav ix, reSpoasibte have bean }raid w otherwise atus6ed if anti, Subcontractor or Supplier fails T .u)Cu't3LztA+, ll t t;�t�:CFI lc � vS 3`t t4-z S t an�r k�o7ticst) n,(1n'I)I 0RI I%IIJtV., VIA)l 31]('A 11104,(REV 121701ra to fumisli such a release of receipt m bill, CdNTRA`TOR may I miah a Bond or other collateral uatisfuctoty to OWNER to inIki ttify 0%VNLR against any Lien, �R,t -ases ex wsuvers of lien. an.d thr c,ofw,nt_of lye,,, sun*' to finalize p_vmcrA_are to be st U n ttecl. en t'rMscontatmrn tnthef-irmatokthe (AVitMR'Sstendaxd tcrrms bouml in,I - Ptajecl memual. Final Payment andAcceptance: 14.13 if, on the basis of FNCYMXR's observation of the Work during construction and final uwpcetion, and FNGfNFFR's review, of the finial Application for Payment and accompanying documentation as required by the Contract Documents, ENGINEER is satisfied that the Work has been completed and CONTRAC'1'OR's other obligations wider die Conuact Dotamncants have been fultillcd, FVG1Nf^,ER will. within ten days after receipt of the final Application for Payment, indicate in writing Y'NOTNREWs recommendation of payment and present the Application to OAN'ER for payment, At the :acme time ENGINIFER will also give written notice to OW" 4FIN and CONTRACTOR that the lb'ork isacceptable subject to the provisions cif paragraph 14.15 Otherwise. F,"NOIIFFR will return the Application to CONiT2 WTOR, indicating an writing the reasons, fix refusing to rocornmerld, final payment. in which erase CONTRACTOR shall make the nccessan corrections and resubmit the Application. Thirty days after presentation to Ott N Vi R of the Application and accompanying documentation, in appropriate form and substance and with I N(YINhER's recommendation and notice of accepnmbihty, the amaxtm recommended by ENGINITR will become due and will be paid by OWNER to CONTRACTOR �aiblq_C.Lxt 3IdDIl__i7C2 ey(.thsav Getitrpl gnctilSSllif 14.14, IC through no fault of CONTRACTOR, final completion of the Wotk is srggntficantty dedayecl rmit if FNGINFER so confirm - QtVNER sha11, upon receipt at CONMAM R`x final Applica ho n for Payment and aeeommetnhtuon of af;\`C WEER, and without terra mting the regiment, make payment of the wa ee due for that portion of the Work Cully completed and accepted. If the remaittirtg balance to be hetd by OW' ER fa Work not fully completed or ctxrected is less thin the retairatge stipulated in l to Agreement, and if Bonds have been furnished is required in paragraph S.1, the written consent of the surety to the payment of the balance clue for that portion of tie Work fully completed aril accepted shall be suNnitted by C(YvTRACTOR to I I\lo;E22 with the Applwation fop such payment. Such payment stall be made under the tetras said conditions governing, lit al pwyanent. except that it Skutt, not constitute a Waiver of claims_ Waiver of Claims. 14,15. "Thu making ate ac epL rye of 37rud iiay°me n will Constituw 14 15 1 a waiver of all claims by ONV.\ii'R against CONTRACTOR. except claims arising from unsettled Liens, from **wive Work appearing after 31 final inspection pursuant to paragraph 14 11, from failure to comply with the Contract Documents or tic: terms of any special guarantees specified therein. or from c r?fizAct-oWs continuing obligations under the Contract Documents, and 14,15.2..A waiver of all claims by CONMACTOR y txu {)W, S other tam those previously made its, writing and still unsettled. ARTICLE 1S•SI SPP"Oa`SION OF WORK AND TERMINATION 0f", t:R VgStispuhdWork: 151. At any time and without cause, OWNER may suspend the Work or any portion thereof far a period of not more than ninety days by notice in writing to t ONMACTOR and F NVUNUR which will fix the bate on which I. ork will he resumed. CONTIOC'I'M $hill resume the Wtoxlt out the date so fixed CONTRAC'70R shall be allowed an adjustment in the Contract Price or an extension of the Coraract Times, or }Kith, directly attributable to raw .such suasion it' C0NTRAi"1()k makes an approved claim ttesefor tiq provided in At ncles 11 and 12_ 014,; E'R ,Mnv Terminate. 152_ 17poan the occurrence of any one or more of the following events: h 52.1. if CONTRACTOR persistently fails to perform the Work m accordance with the loffiract Documents (including but not limited it% failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to die prores"s Wtcdale establvrhsd under paragraph 2q as adjusted from time to time pursuant to paragraph 6.65; if CONTRACTOR disregards laws or Reguhnicevs of any public body hay uga yunsdicdon. i> 2a. if C"C MACTOR disregards the authority of UNilNITI'R: or Ii2-4. if CONTRACTOR otherwise violates in any surbsiantial way any provisions of the Contract Documents. OWNER ma,', after giving CONTRX.TOSR (and the surety_ if any) given days written notice and to the "tent ptmnitted by f,aws and Regulations, terminate the services of, C't 'N"I" k AC TOtZ. exclude CM I RAC) OR from the site and Dike posse lion of the Wor$ and of all I KA("Ts,.)R's tocils, appliances, cornstrucnan equipment and machinery at thesite mud use the same to to full extent they could be used by CONTRACTOR {without liability to CC )tti"fkAr"TOR for tre,xtss AN conrcrsic�nl� incorparale in the Work all matcrals and equipment stared at the site or for which OWNER has paid tilt U+ st'�L[t+V , O:�r7E t td,l*iJ t a1n8 t t99Q F fittcair 32 m a t ll ter FOR I (O41,1 N9 in N tIl It'At'10*.S (RE V t>taa)a CONTRACTOR but which arc sexed elsewhere, and finish the Work as OWNER dean rxpedtent_ In such case CONTTRAC" f OR shall not be entitled to receive any - further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, ants, lasses and damages sustained by OWNER arising out of or resulting from completing the Work such exct;m will be paid to ('ONTRA(`Tt>R. If such cla ems costs, lcvsses and damages exceed such unpaid balance. CONTRACTOR stall pay the dilTacnce to MNER. Such claims, costs, loss,*; and damages incurred by OkkNC,R will he reviewed by ENGINEER as to tivir reawrableness and when so appmved by 14NO cN PER incorporated in a Change Order, provided that when exercising any rights or remedies under this paragraph OWNER shall not he required to obtain the lowest price for the Work performed_ 153 Where C'ONTRAC FOR's services have been so terminated by OWNER, the termination will not affect any, W rights or remedies of OIN against CONTRACTOR then existing or which may thereafter accrue_ .Any retention or payment of moneys due CON] RAC16M by OtiVl:k will not release c mrf P.,wf,ok from liability 1:5,4. Upon oven days' written notice to (MIKAr7OR and ENGINEER, OW'NVk may, without cause and without prejudice to any other right or remedy of OWNMR. elect to terminate the Agreement. In such rase. C'ONTRN-10fs shall be fuid (without duplication of any items), 15 4_1. for completed and acceptable Work executed in accordance with the Contract Lhacuments prior to the effective ;fate of termination, including fair and reasonable Burns for (werhead and profit on such 4york 15.4.2 for expenses sustained prior to the effective .kite of ternntnvation in performing services and ftattishing labor, materials or equipment as required by the contract Documents to ccvnnection with uncompleted Worfi, plus fair and r�waonable sums for overhead and profit on such expenses,. 15.43 for all chums, costs, lasses and damages interred in settlement of terminated contracts with Subuommctors. Suppliers and others: and 15 4.4. for te.uorabte expenses directly attributabbe to termination. CON] RACTOR shall not lri paid on aacxmt of lass of anticipated profits or revenue or other econcsnic loss ;nismgout of orresultim frtam such termination. C A I?1CTCJ(t hfarYSlap N-arkorTerminate: 155. If, tbrotuhnoact or fault orcQN'I XV-1 Qit, to Work ro suspendod for a period of more than ninety days by OWNER or under an order of court or other public authority_" PNC;L.t;11fails to act on any Application for i'avinent within thirty days after it is submitted or OW %f-N fails for thirty days to pay t'CYVt't ACl'OR any ttlnr finally dttemtined it) tx. Clue, then C.QN-URAC"fOR may', upon seven Jays' written notices to OWNER and E.l1GP.tiTLT,. and prow ided tJWNT—R or ENGINEER do not remedy sueb suspension or failure within that time - terminate the Agreement and recover from OW FR payment on the same terms ns provided in paragraph 154, In lieu of tentinaling the agreement and without prejudice ui Any other rigid of remedy, if T'V(JYINT'ER has tatted to act on an .Application for Payment within thirty days after it is submitted, o QWN'ER ltas failed Lot tlulty days to Say C'Cl?�fP,W, 0R any finally determined to be sue' CONTR,ACTOR may upon seven stays written notice to r 7l NER and l,,%G1'N%:FR stop the !Bork until Payment of all such amounts cat C'�J 7"ECTOR, including interest thereon The provisions of this ram ph 15 5 are not intended to preclude CON fRACTOR C)m mA-inig claim under �atidcs I . slid 12 for an mcsease in Conbact Price or Contract 'Times or otherwise for egert s or dames directly attributable to CONNI R.AC ORs stopping Work its permiltud by this paragraph. ,WICt,F: th- D1S14'TE 11,N)TA-110N If and to the €xtrnt that 0kVNCK and C(yx!'TRrt<'.TOR have agreed On the inahod and Procedure for resolving disputes between them that may arise under this rigreemcnt, such dispute resolutatn method, and procedure, if any, shall be as set forth in EshilwGC:-A. "Dispute Resolution rligreement", to be attached hereto and made a pert hereof If no such ngrecment on the method and procedure far resolving such disputes has been reacted, and subject to the provisions% of paragraphs9.111, 9,11 and 9.1'_, CAN M" ,'R mid t'01Up"NCrolk may exercise steh rights or rernedum as either may otherwise have under the - Contract Documents or by Laws or Regulations in respect of any dispute. :iRT1CLE 17--AtTSC'EF,I.AiYF.00'S Clh ing Notice: 17.1- Whenever any° provision (it' the Contract Documents requires the giving of written notice, it will be deemed to !wave begirt validly given if delivered) to person to the individual or to a member of the firm, or to an olficw of the corporation tar whoa] it is intended, or if delivered at or krnt by registcrcxl Of certified mail, postage }repaid, to the last bus nos address known to the fiver of the notice. 17.2. Computation of Time: 17.2.1. When any period of time is referred to in the Contract fkxuracnts by days, it will be computed to exclude the, first and incluek the last tat of such peritd it the last day of any such period falls oun a Sanirdav or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will le onntt~d from the computation, k 4C1X'Gk'�'i;ii,1L Cv<"trriIE "I the<19'M t,,64iut sn 0T uWtor421 MI'l INSMODIFICA'FIONSfRPA I.2mxo 17 22. A calendar day of twenty-lbur hours measured from midnight to the next midnight will constitute a day Notice of Claim: 173. Should OWNER or t'CilvTXACT(:)R ssafter Injury ou damage to person or property because of any error, omission or act of the other party or of any of the other paartys etnptouees or aterus or others for whose acts the other party is legally liable, claim will be made in waiting to the other party within it reasonable time of the first OliMN'anct of such inRrV or damage. The provisions of this paragraph 17 3 shall not he construed as it suhstanute for or a waiver of the provisions of any applicable statute of hntttaiions or rip n€.CrmWGtt ve Remedies. 17.4. The duties said obligations imposed by these General Ci±nditieris and the rights and remedies available hereunder to the parties hercta, and, in particular but without limitation the warranties, guarantees and obligations imposed upon CONTi AC'f OR by paragraphs (N.l2, 6 16, d.30, 631, h 32,1.3 1, I a 12, 1;3_ l4, 14.3 and 15,2 and all of the nahts and remedies available to 0W1 FS and FsINGINFER thereunder, are in addition to, and are Twit to be comalucd in any way as a litnuation of, any rights and remedies available to any or all of them which are othertvise a nposed or available by Laws of Regulations by s1wmall wananty or guarantee of by Other provisions of the Contract Documents, and the provisions of this paragraph will be as eftcctive as if repeated Spe el illy In the CCIArnei fiQOnments in nsnneeti n with each particular duty. obligation. right and remedy to which they apply fro vilianal Fees and Coart Ca0v iodudedi,, ITS, Whenever reference is made to "claims, costs, low,. and dumiges', it shall include in each case, Pact not be Ifinated kt all lies and charges of enguteem archat€cts, mtomeys and other professionals and all nowt or itrhArt too, or other dispute rewlot iam costs. U6, The Imes of* State art` C+,lcu itlp Apply to 3his 7e a gins Rellerem q to two pertinent Coiondo statutes arts,fullouWs; l7L' tY n;, cl tun is ft{.'d. t)Li�lh as requirvi Uy_ last tiC R5 iSi- n-lt)7t to withhold lion all payments w C OINTR1t:TOR sufficient funds to insure the payment tit all claims for latxrr maicrials team hire, 5<ut€n¢uic,c__d+rua as Cams,_ prG}vcnlcr „vr othcr_suppLrs uwd or consurned _lw CON FRACTOR_..orhis 1E VIO)C I EIMMO 34 A Cl FY OF FOR TCOMINSMODIVU A-rioNsauX.j,�i)w) (This page ]eEi. blank imengtmahly. j EJf 7}r'[iE':dhJiAL, CGS>I71C?Wy` 7? Ifl� t I svu k:'dix7s�w: 3j �a O YOh'kORI i'O11Vi NiONFICAIlONS(REA 4,2a[rcf} 3G t-Of D `c;kyPSlt it r VNDI'9"[O'dbS OW-S 13A?15011,14 «iYOrFON t (rAAJNSNIODIFICAric-)*[StREV an_(xso)