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BID - 7536 DIAGONAL WALK & STAGE IMPROVEMENTS FOR POUDRE RIVER PUBLIC LIBRARY DISTRICT (2)
SPECIFICATIONS AND CONTRACT DOCUMENTS FOR DIAGONAL WALK & STAGE IMPROVEMENTS FOR POUDRE RIVER PUBLIC LIBRARY DISTRICT BID NO. 7536 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS AUGUST 13, 2013 – 3:00 P.M. (OUR CLOCK) Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/purchasing CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release (Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC-A GC-A1 - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS SECTION 00020 INVITATION TO BID SECTION 00020 INVITATION TO BID Date: July 19, 2013 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 August 13, 2013, for the Diagonal Walk and Stage Improvements for Poudre River Public Library District; BID NO. 7536. If delivered, they are to be delivered to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. O. 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 Bid 7536 Diagonal Walk and Stage Improvements for Poudre River Public Library District. The Work consists of demolition, removal and replacement of architectural concrete flatwork, site amenities, grading and restoration. 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. The City encourages all disadvantaged business enterprises to submit bid in response to all invitations and will not be discriminated against on the grounds of race, color, national origin. A MANDATORY prebid conference and job walk with representatives of prospective Bidders will be held at 1:30 PM, on August 1, 2013, at corner of Olive and Peterson, Fort Collins. Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. The Contract Documents and Construction Drawings may be examined online at: City of Fort Collins BuySpeed: https://www.fcgov.com/eprocurement 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 Gerry S. Paul Director of Purchasing & Risk Management SECTION 00100 INSTRUCTIONS TO BIDDERS 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. 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 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. 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. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. 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 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection 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 next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 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 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 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 (45) days after the date of the Bid opening. 17.0 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. 18.0 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 hall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 19.0 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. 20.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 21.0 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 is 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. 22.0 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. 23.0 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. END OF SECTION SECTION 00300 BID FORM SECTION 00300 BID FORM PROJECT: 7536 Diagonal Walk and Stage Improvements for Poudre River Public Library District Place: Date: 1. In compliance with your Invitation to Bid dated , 20 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 . 8. BID SCHEDULE (Base Bid) Contractor to provide for the construction of the Poudre River Public Library District Walk Diagonal and Stage Improvements according to these specifications, drawings, and contract documents. LUMP SUM BASE BID – Demolition, architectural concrete flatwork, curb ramps, boulders, benches, landscaping, and irrigation repair (as force account). $ IN WORDS: ADDITIVE BID ALTERNATES – Contractor is to provide all inclusive pricing for the bid alternates listed below. Add Alternate 1: Stage Construction – LS $ Add Alternate 2: Pedestrian and Tivoli Lights – LS $ Add Alternate 3: Benches – Etched Plaque – LS $ UNIT PRICE ITEMS (additive or deductive to contract) UNIT DESCRIPTION UNIT UNIT PRICE Flatwork Demolition and Removal SF Architectural Concrete Flatwork – 6” SF Architectural Concrete Flatwork – 4” SF Concrete Flatwork (grey) SF Curb and Gutter (remove/replace) LF Asphalt Remove and Replace TON 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 (25%) of the total Agreement Price. RESPECTFULLY SUBMITTED: CONTRACTOR BY: Printed Date Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: Address Telephone Email SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned as Principal, and as Surety, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of $ for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. 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, . 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. 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 SURETY Name: Address: By: By: Title: Title: ATTEST: By: (SEAL) (SEAL) 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 you ever defaulted on a contract? If so, where and why? 10. Are you debarred by any government agency? If yes list agency name. 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? 18. Are you licensed as a General Contractor? If yes, in what city, county and state? What class, license and numbers? 19. Do you anticipate subcontracting Work under this 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 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__. Company: By: Printed: Title: State of County of being duly sworn deposes and says that he is of (Name) (Organization) and that 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__. (Seal) Notary Public My commission expires: . SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 15% of the contract. ITEM SUBCONTRACTOR SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD DATE: [Date] TO: [Contractor] PROJECT: 7536 Diagonal Walk & Stage Improvements for Poudre River Public Library District OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated [Contractor's Bid Date] for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 7536 Diagonal Walk & Stage Improvements for Poudre River Public Library District. 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 [Date]. 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: Gerry S. Paul Director of Purchasing & Risk Management SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the [Day] day of [Month] in the year of 20[Year] and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and [Contractor] (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 7536 Diagonal Walk & Stage Improvements for Poudre River Public Library District and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by Ripley Design Inc. Ditesco, , 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 Seventy-Five (75) 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 Seven (7) 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 preceding 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. 1) Substantial Completion: Five Hundred Dollars ($500.00) for each calendar day or fraction thereof that expires after the Seventy-Five (75) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Two Hundred Fifty Dollars ($250.00) for each calendar day or fraction thereof that expires after the Seven (7) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: Dollars ($ ), 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, Owner will be entitled to withhold as contract retainage five percent (5%) of each progress payment, 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. If , in the sole discretion of Owner, on recommendation of Engineer, Owner determines that the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER 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. 95% 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 Section 00520 Page 3 for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient, if necessary, to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions 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 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: 7.2.1 Certificate 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: SHEET NO. DESCRIPTION GN 1.0 GENERAL NOTES D 1.0 EXISTING CONDITIONS/DEMO PLAN S 1.0 SITE PLAN – NORTHWEST S 2.0 SITE PLAN – CENTRAL S 3.0 SITE PLAN – SOUTHEAST E 0 ELECTRICAL – LEGEND, SPECIFICATIONS E 0.1 ELECTRICAL SITE PLAN – NORTHWEST E 0.2 ELECTRICAL SITE PLAN – CENTRAL E 0.3 ELECTRICAL SITE PLAN – SOUTHEAST E 0.4 ELECTRICAL SITE PLAN – STAGE G 1.0 GRADING PLAN L 1.0 LANDSCAPE PLAN – NORTHWEST L 2.0 LANDSCAPE PLAN – CENTRAL L 3.0 LANDSCAPE PLAN – SOUTHEAST SD 1.0 SITE DETAILS SD 2.0 SITE DETAILS SD 3.0 SITE DETAILS SD 4.0 SITE 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. 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: [CONTRACTOR] By: By: DARIN ATTEBERRY, CITY MANAGER By: GERRY S. PAUL PRINTED DIRECTOR OF PURCHASING AND RISK MANAGEMENT Title: Title: Date: Date: Attest: (CORPORATE SEAL) City Clerk Address for giving notices: P. O. Box 580 Fort Collins, CO 80522 Attest: Approved as to Form Address for giving notices: Assistant City Attorney License No.: SECTION 00530 NOTICE TO PROCEED Description of Work: 7536 Diagonal Walk & Stage Improvements for Poudre River Public Library District To: [Contractor] 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 , 20_ 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: [Contractor] By: Title: 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 Dollars ($ ) 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] day of [Month], 20[Year], a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins Project, 7536 Diagonal Walk & Stage Improvements for Poudre River Public Library District. 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. 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 (Title) (Title) (Corporate Seal) (Address) IN PRESENCE OF: Other Partners _____________________________ By: _____________________________ By: IN PRESENCE OF: Surety _____________________________ By:_____________________________________ _____________________________ (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. 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 Dollars ($ ) 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] day of [Month], 20[Year], a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins Project, 7536 Diagonal Walk & Stage Improvements for Poudre River Public Library District. 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. 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 (Title) (Title) (Corporate Seal) (Address) IN PRESENCE OF: Other Partners _____________________________ By: _____________________________ By: IN PRESENCE OF: Surety _____________________________ By:_____________________________________ _____________________________ (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 7536 Diagonal Walk & Stage Improvements for Poudre River Public Library District PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: [Contractor] CONTRACT DATE: [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. 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: SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE , 20__ TO: [Contractor] Gentlemen: You are hereby notified that on the day of , 20__, the City of Fort Collins, Colorado, has accepted the Work completed by [Contractor] for the City of Fort Collins project, 7536 Diagonal Walk & Stage Improvements for Poudre River Public Library District. 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 [Contract Date]. In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date:____________ _, 20__. Sincerely, OWNER: City of Fort Collins By: Title: ATTEST: Title: SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: [Contractor] (CONTRACTOR) PROJECT: 7536 Diagonal Walk & Stage Improvements for Poudre River Public Library District 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 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 , 20__. CONTRACTOR: [CONTRACTOR] By: Title: ATTEST: Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this day of 20__, by . Witness my hand and official seal. Notary Public My Commission Expires: SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: [Contractor] PROJECT: 7536 Diagonal Walk & Stage Improvements for Poudre River Public Library District CONTRACT DATE: [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 , 20____ . (Surety Company) By: ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE 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 contractors 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 89# 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 succeeding 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 00700 GENERAL CONDITIONS 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: None 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. B. 4.2.1.2.1 No drawing of physical conditions in or relating to existing surface or subsurface structures (except Underground Facilities referred to in Paragraph 4.3) which are at or contiguous to the site have been utilized by the Engineer in preparation of the Contract Documents, except the following: None 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 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). 5.4.9 This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule zero (0) days lost due to abnormal weather conditions. SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: Diagonal Walk & Stage Improvements for Poudre River Public Library District CONTRACTOR: [Contractor] PROJECT NUMBER: 7536 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 .00 TOTAL PENDING CHANGE ORDER .00 TOTAL THIS CHANGE ORDER .00 TOTAL % OF THIS CHANGE ORDER % TOTAL C.O.% OF ORIGNINAL CONTRACT % ADJUSTED CONTRACT COST $ .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 Engineer Project File Architect Purchasing Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS Application is made for Payment as shown below in connection with Contract NUMBER DATE AMOUNT The present status of the account for this Contract is as follows: 1 2 Original Contract Amount: 3 Net Change by Change Order: Current contract Amount: $0.00 Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: $0.00 Less Retainage: Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00 CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. The above Amount Due This Application is requested by the CONTRACTOR. Date: By: Payment of the above Amount Due This Application is recommended by the ENGINEER. Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. Date: By: CONTRACT AMOUNTS APPLICATION FOR PAYMENT PAGE 2 OF 4 Work Completed Work Completed Work Completed Stored Bid This Month Previous Periods To Date Materials Total Item This Earned Percent Number Description Quantity Units Unit Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Completed Work Completed Work Completed Stored Bid This Month Previous Periods To Date Materials Total Item This Earned Percent Number Description Quantity Units Unit Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 STORED MATERIALS SUMMARY PAGE 4 OF 4 On Hand Received Installed On Hand Item Invoice Previous This This This Number Number Description Application Period Period Application $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 Issued for Bidding July 15, 2013 Ditesco PROJECT MANUAL TABLE OF CONTENTS POUDRE RIVER PUBLIC LIBRARY DISTRICT WALK DIAGONAL & STAGE IMPROVEMENTS Section No. Subject Page(s) DIVISION 1—GENERAL REQUIREMENTS 01 11 00 Summary of Work ........................................................................................................... 6 01 32 13 Project Schedules........................................................................................................... 3 01 33 00 Submittal Procedures ..................................................................................................... 7 01 55 26 Traffic Control ................................................................................................................. 4 01 56 39 Temporary Tree and Plant Protection ............................................................................. 3 01 57 13 Temporary Erosion and Sediment Control ...................................................................... 4 DIVISION 2—EXISTING CONDITIONS 02 41 00 Demolition ...................................................................................................................... 3 DIVISION 3—CONCRETE 03 00 00 Concrete ...................................................................................................................... 15 DIVISION 31—EXCAVATION AND FILL 31 10 00 Site Clearing ................................................................................................................... 3 31 21 00 Fine Grading .................................................................................................................. 3 DIVISION 32—EXTERIOR IMPROVEMENTS 32 12 16 Asphalt Paving/Patching ............................................................................................... 10 32 14 00 Unit Paving ..................................................................................................................... 3 32 93 00 Planting and Landscape ............................................................................................... 15 END OF CONTENTS TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 – GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 11 00 SUMMARY OF WORK ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 01 11 00 - 1 Ditesco SECTION 01 11 00 – SUMMARY OF WORK PART 1 - GENERAL 1.1 SECTION INCLUDES A. Work covered by contract documents B. Work by Owner C. Work by others D. Contractor use of site and premises E. Work sequence F. Owner occupancy G. Contractor qualifications H. Easements and right-of-way I. Protection of property J. Maintenance of traffic K. Barricades and lights L. Regulatory requirements M. Coordination N. Work Restrictions O. Miscellaneous Provisions 1.2 RELATED SECTIONS A. Section 01 33 00—Submittal Procedures B. Section 01 57 13—Temporary Erosion and Sediment Control C. Section 01 32 13—Project Schedules D. Section 01 55 26—Traffic Control 1.3 WORK COVERED BY CONTRACT DOCUMENTS A. The Work of this Contract consists, but is not limited to the following: demolition, concrete site work, lighting, site furnishings and grading. Work includes portions of construction within City Street Rights Of Way. Project area is approximately 7,250 square feet in one contiguous area and construction zone. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 – GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 11 00 SUMMARY OF WORK ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 01 11 00 - 2 Ditesco B. Furnish all materials, equipment, supplies, and appurtenances; provide all construction equipment and tools; and perform all necessary labor and supervision. C. Perform existing material removal, salvage, recycling activities, clean up, site backfill, grading, and fine grading. D. Salvage, recycle or reuse concrete as possible to the City of Fort Collins Streets Department Hoffman Mill Road site. E. Coordinate the progress of the Work including coordination between trades, subcontractors, suppliers, other contractors, public utilities and Owner to ensure the progress of Work. F. The Work included in the lump sum, guaranteed maximum price comprises all work completed by the Contractor to demolish and rebuild the Old Town Library Walk Diagonal and Stage Improvements per the contract documents. The project includes tasks described herein and as outlined on the project plans. 1.4 WORK BY OWNER A. At this point, no work is anticipated by the Owner. 1.5 WORK BY OTHERS A. At this point, no work is anticipated by the Others. Contractor shall coordinate with all private utilities utilizing the site as necessary. 1.6 CONTRACTOR USE OF SITE AND PREMISES A. Contractor shall limit his use of the premises for Work and storage, to the allowable staging space on the project site and in the parking areas immediately east of the library site. All parking areas needed for construction staging shall be acquired from the City of Fort Collins and paid for by the Contractor. B. Coordinate use of premises under direction of Landscape Architect, Owner’s Representative, and Project Manager. C. Assume full responsibility for the protection and safekeeping of products stored on site under this Contract. D. Obtain and pay for the use of additional storage or work areas needed for operations. E. Contractor may use those areas indicated on the drawings for staging and storage and such additional areas as Landscape Architect, Owner’s Representative, or Project Manager may designate. 1.7 WORK SEQUENCE A. Construct Work in stages to allow for Owner’s continuous occupancy and for uninterrupted service. Provide a Detailed Work Plan for each Phase of the project and for every item of Work on the project as required in Section 01 32 13. Coordinate construction schedule and operations with the Owner’s Representative. B. Sequences other than those specified will be considered by Owner’s Representative, provided they afford equivalent continuity of operations. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 – GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 11 00 SUMMARY OF WORK ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 01 11 00 - 3 Ditesco C. Construction services performed in accordance with the Agreement and specifications include the following: 1. Stage – Alternate 1: As part of an alternate, procure, ship, deliver, stockpile, stage and install or construct all items necessary to build the stage alternate as shown in the contract drawings (sheets S1.0, S2.0, L2.0, and SD1.0). This work shall include all necessary items whatsoever to make the Stage complete in place. 2. Lighting – Alternate 2: 3. As part of an alternate, procure, ship, deliver, stockpile, stage and install or construct all items necessary to build all pedestrian and Tivoli lights as shown on the contract drawings (Sheets S1.0, S2.0, S3.0, E0.1, E0.2, E0.3, and E0.4). This work shall include all necessary wiring feeds, terminations, light pole foundations, power supplies, circuits, vaults and other items whatsoever to make the lighting system complete in place. Benches – 4. Alternate 3: As part of an alternate, procure, ship, deliver, stockpile, stage and install two benches at the checkerboard. The benches specifications are provided on Sheet SD3.0 and are to be Landscape Forms, Parc Vue Bench with memorial etched plaques. Old Town Library Walk Diagonal Base Bid: The base bid and all selected alternates will be awarded in the early fall of 2013. Work for the base bid and all selected alternates shall commence no earlier than August 26, 2013. Irrigation (base bid): As part of this contract, the Contractor shall allocate an allowance of $20,000 for miscellaneous irrigation repairs and new irrigation improvements to landscape and planter areas. These repairs and coordination with new irrigation installation are unknown at the time of bidding and will be coordinated with the Owners Representative during the construction phase. This work will be tracked as a force account item to the contract whereby the Contractor and associated subcontractors will be required to track costs associated with irrigation repair and installation. The irrigation repair and installation scope of work and tracked costs must be agreed to by the Owners Representative prior to payment. 5. Work shall include all items incidental to completion of the project whether or not specifically called for including, but not limited to concrete flatwork, electrical underground, lighting, traffic control, landscape & tree protection, restoration, site repair, landscaping, irrigation, asphalt patching, curb, gutter and sidewalk replacement and site cleanup. D. Contract times and completion dates. 1. Construction services performed in accordance with the Agreement, contract documents, drawings and specifications are based on the following schedules: Notice-to-Proceed for this second contract milestone is anticipated by September 5, 2013. The Contractor shall be substantially complete within 75 Old Town Library Walk Diagonal: calendar days 1.8 OWNER OCCUPANCY . Substantial completion is expected around November 19, 2013. The Contractor shall be finally complete within 7 calendar days of substantial completion. Final completion is TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 – GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 11 00 SUMMARY OF WORK ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 01 11 00 - 4 Ditesco A. Owner will occupy the premises during the entire period of construction and conduct normal operations. Cooperate with Owner in all construction operations to minimize conflict, and to facilitate Owner usage. Maintain existing delivery zones, exits and entrances, unless otherwise indicated. 1. Maintain access to existing walkways, or corridors with all weather surfacing. Do not close or obstruct walkways, corridors, or occupied facilities without written permission from Owner’s Representative. a. All weather surfacing is defined as boardwalks, temporary paving (concrete or asphalt) 2. Provide not less than 72 hours written notice to Owner of activities that will affect business operations. Owner’s Representative must approve method of written notice prior to notification of Owner. to maintain full ADA accessible entrances to the Library. Coordinate directly with Library operations personnel. 1.9 CONTRACTOR QUALIFICATIONS A. Contractor Qualifications: General Contractor shall have completed at least four (4) projects of similar size, scope and complexity in the past five (5) years under similar guidelines to the ones provided herein. 1. Contractor shall hold the appropriate State and/or local licenses to perform the work in the local jurisdiction. 2. Contractor shall submit a list of references, including name, telephone number, and address for persons who can verify successful completion of concrete flatwork projects of similar size, scope and complexity. Positive verification results from references shall be a condition precedent to award of this contract. 3. Superintendent Qualifications: a. The Contractor’s superintendent shall be a competent, experienced person employed by the Contractor. b. The Contractor shall submit the proposed superintendent’s resume with the qualifications package as part of the bid documents. c. The superintendent shall be assigned to this contract full-time until the job reaches substantial completion. d. The superintendent must have completed at least 2 similar projects in the past 5 years. 1.10 EASEMENTS AND RIGHT-OF-WAY A. In general, Owner will provide full use of premises for construction of improvements. Exceptions shall be identified within the contract documents. Owner reserves the right to limit site access as required for changes in operations. B. Confine construction operations to the immediate vicinity of the location indicated on drawings and use due care in placing construction tools, equipment, excavated materials, and additional materials and supplies, so as to cause the least possible damage to property and interference with traffic. 1.11 PROTECTION OF PROPERTY A. Protect, shore, brace, support, and maintain underground pipes, conduits, drains, and other underground construction uncovered or otherwise affected by construction operations. B. Restore to their original condition, pavement, surfacing, driveways, curbs, walks, buildings, utility poles, guy wires, fences, sod and other structures affected by construction operations. C. Use new materials for replacement. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 – GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 11 00 SUMMARY OF WORK ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 01 11 00 - 5 Ditesco D. Contractor shall be responsible for all damage to streets, roads, shoulders, ditches, embankments, culverts, location or character, which may be caused by transporting equipment, materials, or personnel to or from the Work or any site thereof, whether by him or his subcontractors. E. Protect existing landscaping and sod from damage through use of 4’x8’ sheets of ¾” plywood planking to traverse sod areas with equipment and materials. Promptly remove plywood upon completion of movements across sod to avoid burning and additional damage. F. Make satisfactory and acceptable arrangements with the Owner of, or the agency or authority having jurisdiction over, any damaged property concerning its repair or replacement or payment of costs incurred in connection with the damage. G. Keep fire hydrants and water control valves free from obstruction and available for use at all times. 1.12 MAINTENANCE OF TRAFFIC A. Conduct Work to interfere as little as possible with travel, whether vehicular or pedestrian. Prepare detailed traffic control plans for each portion of the project as required in Section 01 32 13 – Construction Schedules. Traffic control plans shall be prepared by a Certified Traffic Control Supervisor and submitted to the Owner and City of Fort Collins for approval. 1. Whenever it is necessary to cross, close, or obstruct roads, driveways and walks, provide and maintain suitable and safe bridges, detours, or other temporary devices for accommodation of private travel. a. Provide Engineer and Owner a minimum of 48 working hours notice b. Owner is not responsible for Contractors downtime associated with failure to identify closures and comply with these requirements. B. Detour 1. Provide, as required, bridges across trenches, barricades, guardrail approaches, lights, signals, signs, and other devices necessary for protection of the Work and public safety. 1.13 BARRICADES AND LIGHTS A. Protect streets, sidewalks, parking lots and other public thoroughfares which are closed to traffic by effective barricades with acceptable warning signs B. Locate barricades at the street intersecting public thoroughfare on each side of the blocked section. C. Provide suitable barriers, signs, and lights to the extent required to adequately protect the public. D. Provide similar warning signs and lights at obstructions such as material piles and equipment. E. Illuminate barricades and obstructions with warning lights from sunset to sunrise. F. Store materials and conduct Work to cause the minimum obstruction to the Owner. G. Install and maintain barricades, signs, lights, and other protective devices in conformity with applicable statutory requirements and, as required by the City of Fort Collins. 1.14 REGULATORY REQUIREMENTS TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 – GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 11 00 SUMMARY OF WORK ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 01 11 00 - 6 Ditesco A. Comply with all federal, state, and local laws, regulations, codes, and ordinances applicable to the Work. B. Obtain and pay for all permits associated with this project including but not limited to, right-of-way, parking, excavation and building permits as may be necessary. C. Other standards and codes which apply to the Work are designated in the specifications. 1.15 COORDINATION A. Coordinate scheduling, submissions, and Work of the various Sections of specifications to assure efficient and orderly sequence of construction activities. B. Coordinate completion and clean up of Work of separate Sections. 1.16 WORK RESTRICTIONS A. On-Site Work Hours: Work shall be generally performed from 7:00 a.m. to 6:00 p.m., Monday through Friday, except otherwise indicated. 1. Weekend Hours: Work not allowed unless prior approval provided by Owner – min 48 hour notice. 1.17 MISCELLANEOUS PROVISIONS The Contractor shall provide unrestricted all-weather pedestrian business access to the Library at all times during regular business hours shown in Table 1 below. Business access must be ADA compliant and be readily available at all times. Table 1. Poudre River Public Library – Old Town Library (Main) Business Hours Day Business Hours Monday – Thursday 9:30 a.m. – 9:00 p.m. Friday 10:00 a.m. – 6:00 p.m. Saturday 10:00 a.m. – 5:00 p.m. Sunday 1:00 p.m. – 5:00 p.m. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 – GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 32 13 PROJECT SCHEDULES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding July 15, 2013 01 32 13 - 1 Ditesco SECTION 01 32 13 – PROJECT SCHEDULES PART 1 - GENERAL 1.1 SECTION INCLUDES A. Requirements B. Format C. Content D. Progress Revisions E. Submittals F. Distribution 1.2 RELATED SECTION A. Section 01 11 00—Summary of Work B. Section 01 33 00—Submittal Procedures 1.3 REQUIREMENTS A. Within 10 days after Effective Date of Agreement, Contractor shall prepare and submit to Engineer estimated construction progress schedules for the Work, with sub schedules of related activities which are essential to its progress. B. Submit to Owner not less than 10 days prior to beginning Work, a “Detailed Work Plan” for each phase of the project. Detailed Work Plans shall include a Traffic Control Plan, Demolition plan and restoration plan that may affect the Library District’s interests. Schedule review meeting with Owner. C. Submit revised progress schedules with each pay application. D. Owner may require Contractor to add to his equipment, or construction forces, as well as increase the working hours, if operations fall behind schedule at any time during construction period. 1.4 FORMAT A. General schedule format: Conform to ©Primavera, P6 critical path method (CPM) scheduling format or approved equal: 1. Base schedule on work days and regular working hours, Monday through Friday 7:00 A.M. to 6:00 P.M. 2. Minimum sheet size: 8 1/2" by 11" 3. Color format B. Row (Listings)—Show: 1. Project Title 2. Major areas of construction 3. Construction activities within major areas of construction TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 – GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 32 13 PROJECT SCHEDULES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding July 15, 2013 01 32 13 - 2 Ditesco 4. Provide a separate bar for each construction activity (i.e. each floor or deconstructed area). Bars to be annotated with activity description 5. Critical path activities to be clearly identified by color and lines 6. Subcontractors and their respective schedules shall be clearly identified as separate tasks 7. List in chronological order by start date each major area of construction and then by each construction activity within its respective area of construction 8. Show project start date, finish date, data date, run date, and revision table 9. Contract milestone dates 10. Legend C. Column (Headings)—Show: 1. Activity ID: Define by number corresponding to major specification sections 2. Activity Description 3. Percent Complete 4. Original Duration 5. Remaining Duration 6. Total Float 7. Early Start 8. Early Finish 9. Time Scale: Identify first day of each week. Allow space for notations. 10. Data date line 1.5 CONTENT A. Construction progress schedule—Show: 1. Complete sequence of construction by activity for full length of Contract time. 2. Major areas of construction to include, at a minimum, each separate stage of Work B. Submittals schedule for shop drawings and product data—Show: 1. The dates for Contractor's submittals 2. The dates accepted submittals will be required from Engineer. Extensions of time for delays in submittal approval shall only be allowed as provided in Section 01 33 00 C. Products delivery schedule—Show delivery dates for: 1. All major material deliveries 1.6 PROGRESS REVISIONS A. Progress schedules are to be representative of actual construction progress and sequencing of activities. Schedules that do not accurately represent construction progress will be rejected. B. Indicate progress of each activity as of data date. C. Show changes occurring since previous submission of schedule: 1. Major changes in scope 2. Activities modified since previous submission 3. Revised projections of progress and completion 4. Other identifiable changes D. Provide narrative report as needed to define: 1. Problem areas, anticipated delays, and impact on schedule 2. Corrective action recommended, and its effect 3. Effect on changes on schedules of other prime contractors TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 – GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 32 13 PROJECT SCHEDULES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding July 15, 2013 01 32 13 - 3 Ditesco 1.7 SUBMITTALS A. Submit initial schedules within 10 days after award of Contract: 1. Engineer will review schedules and return review copy within 10 days after receipt 2. If required, resubmit within 7 days after return of review copy B. Submit revised progress schedules with each Application for Payment. C. At each submission submit the number of opaque reproductions which the Contractor requires, plus 3 copies which will be distributed by Engineer. Do not submit fewer than 5 copies 1.8 DISTRIBUTION A. Engineer will distribute copies of accepted schedules to: 1. One copy to Owner 2. One copy to Resident Project Representative 3. One copy to be retained in Engineer's file 4. One copy to Contractor to be kept on file at job site 5. Remainder to Contractor for his distribution B. Schedule recipients will report promptly to Engineer and Contractor, in writing, any problems anticipated by projections shown in schedules PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 – GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 33 00 SUBMITTAL PROCEDURES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 01 33 00 - 1 Ditesco SECTION 01 33 00 – SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 SECTION INCLUDES A. Submission of all shop drawings and product data as required by the Contract Documents for all equipment and materials to be furnished under this contract unless specifically indicated otherwise 1.2 RELATED SECTIONS A. Section 01 32 13—Construction Schedules B. Sections for Divisions 1 through 48—Required Submittals 1.3 SUBMITTALS A. Shop Drawings—Drawings shall be presented in a clear and thorough manner: 1. Identify details by reference to sheet and detail, schedule or room numbers shown on Contract Drawings 2. Identify equipment by reference to equipment name and tag number shown on Contract Drawings 3. Scale and Measurements: Make drawings accurate to a scale with sufficient detail to show the kind, size, arrangement and function of component materials and devices 4. Minimum sheet size: 81/2" by 11" 5. Fabrication drawing size: 11" by 17" or 24" by 36" B. Product Data—Preparation: 1. Clearly mark each copy to identify pertinent products or models submitted for review 2. Identify equipment by reference to equipment name and tag number 3. Catalog cut sheets: Cross-out or delete irrelevant data 4. Show performance characteristics and capacities 5. Show dimensions and clearances required for installation and maintenance 6. Show wiring or piping diagrams and controls 7. Show external connections, anchorages, and supports required C. "Certificate of Compliance": 1. Provided by manufacturer or supplier in lieu of submittal data required 2. Certifies that product data or item identified in certificate is in total compliance with Contract Document requirements 3. Specifically identifies project name and that there is no deviation from Contract Documents 4. Identify equipment by reference to equipment name and tag number 5. Identify limits of equipment, materials or work provided 6. Provide for specific product data or item only as indicated herein D. Construction Schedule: Designate in the construction schedule, or in a separate coordinated shop drawing schedule, the dates for submission and the dates that reviewed Shop Drawings and Product Data will be needed. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 – GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 33 00 SUBMITTAL PROCEDURES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 01 33 00 - 2 Ditesco 1.4 CONTRACTOR RESPONSIBILITIES A. Review shop drawings and product data prior to submission for accuracy and completeness of each submission. B. Approve and stamp each submission before submitting. C. Determine and verify: 1. Field measurements 2. Field construction criteria 3. Catalog numbers and similar data 4. Conformance with specifications D. Prior to each submission, carefully review and coordinate all aspects of each item being submitted E. Verify that each item and the submittal for it conform in all respects with specified requirements of the Work and of the Contract Documents with respect to means, methods, techniques, sequences, and operations of construction, and safety precautions and programs incidental thereto. F. Make submissions promptly in accordance with Construction Schedule, and in such sequence as to cause no delay in the Work or in the work of any other Contractor. G. Notify Engineer in writing, at time of submission, of any deviations in the submittals from Contract Document requirements: 1. Identify and tabulate all deviations in transmittal letter 2. Indicate essential details of all changes proposed, including modifications to other facilities that may be a result of the deviation 1.5 SUBMISSION REQUIREMENTS A. Make submissions far enough in advance of scheduled dates for installation to provide time required for reviews, for securing necessary approvals, for possible revisions and resubmissions, and for placing orders and securing delivery B. In scheduling, allow a minimum of 14 calendar days for review by Engineer following receipt of submission in Engineer's office: 1. Time required to mail submissions or resubmissions is not considered a part of the review period C. Consecutively number all submissions: 1. Assign a unique number to include all shop drawings, product data and other information required for individual specification sections 2. Each specification section may still have more than one submittal number for later submissions (i.e., Preliminary O&M Manuals, Final O&M Manuals, etc.) D. Number of Submittals Required: 1. Shop Drawings and Product Data: Submit a maximum of 2 copies for Contractor's use, plus a maximum of 3 copies which will be distributed by Engineer when approved. Do not submit more than 5 copies. E. Accompany each submission with a letter of transmittal showing all information required for identification and checking. Submittals shall contain: TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 – GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 33 00 SUBMITTAL PROCEDURES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 01 33 00 - 3 Ditesco 1. Submittal number 2. Date of submission and dates of any previous submissions 3. Project title and number 4. Owner Contract identification number if applicable 5. The names of a. Contractor b. Supplier c. Manufacturer 6. Identification of the product, with the specification section number 7. Field dimensions, clearly identified as such 8. Relation to adjacent or critical features of the Work or materials 9. Applicable standards, such as ASTM or Federal Specification numbers 10. Identification of deviations from Contract Documents 11. Identification of revisions on resubmissions 12. An 8" by 4" blank space for Contractor's and Engineer's stamps 13. Stamp cover sheet of each submittal as identified in letter of transmittal 14. Contractor's stamp: Initialed or signed, certifying review and approval 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. Use stamp to include wording similar to the following: This submittal has been reviewed by [name of contractor] and approved with respect to the means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incidental thereto. [Name of contractor] also warrants that this submittal complies with contract documents and comprises no deviations thereto: Section No: Submittal No: Date: by: F. Submittal Log: 1. Maintain an accurate submittal log for duration of the Work showing current status of all submissions 2. Show submittal number, section number, section title, submittal description dates and disposition of submittal 3. Make submittal log available to Engineer for Engineer's review upon request G. Unless specified otherwise, make submissions in groups to facilitate efficient review and approval: 1. Include all associated items from individual specification sections to assure that all information is available for checking each item when it is received 2. Submit a complete initial submittal including all components when an item consists of components from several sources 3. Partial submittals may be rejected as not complying with provisions of the Contract 4. Engineer will not be held liable for delays due to poorly organized or incomplete submissions 5. Do not include items from more than one specification section for any one submittal number H. Contractor may require subcontractors to provide drawings, setting diagrams and similar information to help coordinate the Work, but such data shall remain between Contractor and his TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 – GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 33 00 SUBMITTAL PROCEDURES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 01 33 00 - 4 Ditesco subcontractors and will not be reviewed by Engineer unless specifically called for within the Contract Documents. 1.6 DISPOSITION OF SHOP DRAWINGS AND PRODUCT DATA A. "Approved As Submitted": Approved with No Exceptions Noted 1. One copy sent to Owner 2. One copy sent to Resident Project Representative 3. One copy retained in Engineer's file 4. Remaining copies returned to Contractor for his use a. One copy to be kept on file at Contractor's office at job site b. Remaining copies for Contractor's office file, suppliers, or subcontractors 5. No corrections or comments noted on submittal or in transmittal letter 6. Issues or miscellaneous comments pertaining to other related items of the Work may be included in transmittal letter 7. Resubmission not required B. "Exceptions Noted": Approved with Corrections Noted 1. One copy sent to Owner 2. One copy sent to Resident Project Representative 3. One copy retained in Engineer's file 4. Remaining copies returned to Contractor for his use a. One copy to be kept on file at Contractor's office at job site b. Remaining copies for Contractor's office file, suppliers or subcontractors c. Copies of submittal data in operation and maintenance manuals to be revised according to corrections 5. Comply with corrections or comments as noted on submittal and in transmittal letter 6. Resubmission not required C. "Revise And Resubmit": Incorrect or Specific Information Still Required 1. One copy sent to Resident Project Representative 2. One copy retained in Engineer's file 3. All remaining copies returned to Contractor for revision and re-submittal 4. Copy of transmittal letter sent to Owner. An "Approved As Submitted" or "Exceptions Noted" submittal will be forwarded to Owner upon resubmission and review per above disposition requirements. 5. Submittal is either: incorrectly annotated; specific comments need to be addressed and incorporated in re-submittal; and/or additional information may be required as noted in transmittal letter. 6. Submitted information may not include or address specific item required per the specification as identified in transmittal letter. 7. Specific information related to identified item may be required for final approval of submittal. 8. Resubmission of entire submittal may be required or resubmission of specific item may be required as identified in transmittal letter. D. "Rejected": Returned for Correction 1. One copy sent to Resident Project Representative 2. One copy retained in Engineer's file 3. All remaining copies returned to Contractor 4. Copy of transmittal letter sent to Owner 5. Contractor required to resubmit complete submittal package in accordance with Contract Documents 6. Submittal does not comply with provisions of Contract Documents as noted in transmittal letter TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 – GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 33 00 SUBMITTAL PROCEDURES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 01 33 00 - 5 Ditesco 7. Resubmission required E. "Receipt Acknowledged": For Reference Purposes Only or for Record Copy 1. One copy sent to Resident Project Representative 2. One copy retained in Engineer's file 3. One copy returned to Contractor 4. Copy of transmittal letter sent to Owner 5. Remaining submittal copies destroyed 6. Detailed review and comment by Engineer not required 7. Resubmission not required 1.7 DISPOSITION OF SAMPLES A. "Approved As Submitted": Approved with No Exceptions Noted 1. One sample sent to Owner 2. One sample sent to Resident Project Representative 3. One sample retained in Engineer's file 4. Acknowledgment: Copy of transmittal letter sent to Contractor 5. Resubmission not required B. "Exceptions Noted": Approved with Corrections Noted 1. One sample sent to Owner 2. One sample sent to Resident Project Representative 3. One sample retained in Engineer's file 4. Acknowledgment: Copy of transmittal letter sent to Contractor 5. Work performed or products furnished to comply with exceptions noted in acknowledgment 6. Resubmission not required C. "Rejected": Returned for Correction 1. One sample retained in Engineer's file 2. Remaining samples sent to Contractor for re-submittal and compliance with the Contract Documents as noted in transmittal letter 3. Copy of transmittal letter sent to Owner 4. Resubmission required 1.8 RESUBMISSION REQUIREMENTS A. Make any corrections or changes in submittals required by Engineer and resubmit until approved B. Transmit each resubmission under new letter of transmittal. Use number of original submittal followed directly by a capital letter corresponding to the number of times a submittal is resubmitted (i.e., 1, 1A, 1B, etc.) C. Shop Drawings and Product Data: 1. Revise initial drawings or data and resubmit as specified for the initial submittal 2. Indicate any changes which have been made other than those requested by Engineer D. Reimbursement of Resubmission Review Costs: 1. Review of first submittal and one re-submittal will be performed by Engineer at no cost to the Contractor 2. Costs for review of subsequent resubmissions will be directly paid by Contractor 3. Engineer will document work-hours required for review and costs for Engineer review will be deducted from payments due Contractor as Change Order deductions. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 – GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 33 00 SUBMITTAL PROCEDURES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 01 33 00 - 6 Ditesco 4. Charges for review of resubmissions will include Engineer at a rate of $95 per hour and Admin at a rate of $55 per hour 1.9 ENGINEER'S DUTIES A. Review submittals with reasonable promptness and in accord with approved submission schedule provided that each submittal has been called for by the Contract Documents and is stamped by Contractor as indicated above: 1. In the event that Engineer will require more than 14 calendar days to perform a submittal review as requested by Contractor, Engineer shall so notify Contractor or indicate so on the submission schedule. 2. No extensions of time are allowed due to Engineer’s delay in reviewing submittals unless all the following criteria are met: a. Engineer has failed to return submittal within 14 days of receipt of the submittal or receipt of said notice, whichever is later b. Contractor demonstrates that delay in progress of the Work was directly attributable to Engineer’s failure to return submittal within 14 days. 3. No extensions of time are allowed due to delays in progress of the Work caused by rejection and subsequent resubmission of data, including multiple resubmissions. B. Review drawings and data submitted only for general conformity with Contract Documents: 1. Engineer’s review of drawings and data returned marked “Approved As Submitted” or “Exceptions Noted” does not indicate a thorough review of all dimensions, quantities, and details of material, equipment device or items shown 2. Engineer’s review does not relieve Contractor of responsibility for errors, omissions or deviations nor responsibility for compliance with the Contract Documents 3. Engineer’s review shall not extend to means, methods, techniques, sequences, operations of construction, and safety precautions and programs incidental thereto. No information regarding these items will be reviewed whether or not included in submittals. C. Assume that no shop drawing or related submittal comprises a deviation to the Contract Documents unless Contractor advises Engineer otherwise in writing which is acknowledged by Engineer in writing: 1. Consider and review only those deviations from the Contract Documents clearly identified as such in submittal and tabulated in the Letter of Transmittal. D. Return submittals to Contractor for distribution or for resubmission E. Transmit, unreviewed, to Contractor all copies of submittals received directly from suppliers, manufacturers and subcontractors F. Transmit, unreviewed, to Contractor all copies of submittals not called for by the Contract Documents or which have not been approved by Contractor G. Engineer will not review uncalled-for shop drawings or product data except by special arrangement H. Affix stamp and indicate approval for submittal or resubmission requirements with the following stamp: TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 – GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 33 00 SUBMITTAL PROCEDURES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 01 33 00 - 7 Ditesco Approved As Submitted Exceptions Noted Revise And Resubmit Rejected This review was performed only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Modifications or comments made on the shop drawings and product data during this review do not relieve contractor from responsibility for compliance with the requirements of the plans and specifications. Approval of a specific item does not include approval of the assembly of which the item is a component. Contractor is responsible for: dimensions to be confirmed and correlated at the jobsite; information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of construction; coordination of the work of all trades; and for performing all work in a safe and satisfactory manner. Ditesco, LLC Date By 1.10 SUBMITTAL SCHEDULE A. Unless indicated otherwise, provide all submittals required by individual sections of the Contract Documents to establish compliance with the specified requirements B. Contractor may provide “Certificate of Compliance” in lieu of product data submittal as required above for the following sections: SECTION NUMBER SECTION TITLE PRODUCT DATA OR ITEM NONE NONE NONE PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 – GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 55 26 TRAFFIC CONTROL ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 01 55 26 - 1 Ditesco SECTION 01 55 26 – TRAFFIC CONTROL PART 1 - GENERAL 1.1 SECTION INCLUDES A. General Requirements B. Regulatory Requirements C. Construction Worker Parking D. Construction Parking Control E. Flagmen F. Flares and Lights G. Haul Routes H. Roadway Usage Between Operations I. Traffic Signs and Signals J. Barricades K. Barriers L. Removal 1.2 RELATED SECTIONS A. Section 01 11 00—Summary of Work B. Section 01 33 00 – Submittal Procedures 1.3 GENERAL REQUIREMENTS A. Unless otherwise authorized, keep access to E Oak Street, Peterson Street, Mathews Street, and E Olive Street available at all times. 1.4 REGULATORY REQUIREMENTS A. Conformance: "Manual on Uniform Traffic Control Devices," U.S. Department of Transportation, or applicable statutory requirements of authority having jurisdiction. B. The Contractor shall submit a Method of Handling Traffic (MHT) prepared by a certified Traffic Control Supervisor (TCS) to City Traffic Department and Engineer for approval prior to proceeding with any phases of the work. 1.5 CONSTRUCTION WORKERS PARKING TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 – GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 55 26 TRAFFIC CONTROL ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 01 55 26 - 2 Ditesco A. Contractor’s worker vehicles are limited to be located internal to the designated staging area which is anticipated interior to the parking/staging area as designated by Contractor and obtained from the City of Fort Collins Parking Services. All parking and staging for Contractor’s workers shall be procured by the Contractor from the City of Fort Collins and/or the Poudre River Library District. 1.6 CONSTRUCTION PARKING CONTROL A. Contractor is responsible to control vehicular parking to prevent interference with public traffic and parking, access by emergency vehicles, and Owner's operations. Contractor shall be responsible for any and all parking tickets received due to his operations unless they are issued inside the Contractor’s work zone or designated staging area. 1.7 FLAGMEN A. Provide trained and equipped flagmen to regulate traffic when construction operations or traffic encroach on parking or traffic lanes. 1.8 FLARES AND LIGHTS A. Use flares and lights during hours of low visibility to delineate traffic lanes and to guide traffic. 1.9 HAUL ROUTES A. Coordinate with the Owner and Engineer to establish public thoroughfares to be used for haul routes and site access. B. Confine construction traffic to designated haul routes. C. Provide traffic control at critical areas of haul routes to regulate traffic, to minimize interference with public traffic. 1.10 ROADWAY USAGE BETWEEN OPERATIONS A. At all times when work is not actually in progress, make open, passable, and maintain to traffic such portions of the Project and temporary roadways or portions thereof as may be agreed upon between Contractor and the Owner. 1.11 TRAFFIC SIGNS AND SIGNALS A. At approaches to site and on site, install at crossroads, detours, parking areas, and elsewhere as needed to direct construction and affected public traffic. 1. Contractor shall be responsible for allowing access and directing pedestrian traffic to library entrances. Contractor shall provide all-weather access to Library entrances and shall be responsible for ensuring they are cleared and maintained during course of the Work. B. Install and operate traffic control signals to direct and maintain orderly flow of traffic in areas under Contractor's control, and areas affected by Contractor's operations. C. Relocate as Work progresses, to maintain effective traffic control. D. Protect all roadways by effective barricades on which are placed warning signs. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 – GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 55 26 TRAFFIC CONTROL ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 01 55 26 - 3 Ditesco 1.12 BARRICADES A. Contractor shall completely enclose operations with barricades at all times when site is encumbered by open trenches, other excavations or other obstructions. B. Barricades shall be a minimum of six (6) feet high chain link fence weighted or adequately secured at the base as to prevent easy removal or relocation. C. Provide additional fencing as required to protect stored materials and products and to insure public safety. D. Contractor shall be responsible for depicting location of barricades. This shall be further required under Section 01 32 13 when submitting “Detailed Work Plans”. E. Illuminate by means of warning lights all barricades and obstructions form sunset to sunrise. 1.13 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Provide suitable barriers as required for public protection. C. Protect non-owned vehicular traffic, stored materials, site and structures from damage. D. Install facilities of a neat and reasonable uniform appearance, structurally adequate for the required purposes. E. Contractor shall be responsible for depicting location of barricades F. Illuminate by means of warning lights all barricades and obstructions form sunset to sunrise. G. Relocate barriers as required by progress of construction. H. Completely remove barriers, including foundations, when construction has progressed to the point that they are no longer needed. I. Clean and repair damage caused by installation, fill and grade the areas of the site to required elevations and slopes and clean the area. 1.14 REMOVAL A. Remove equipment and devices when no longer required B. Repair damage caused by installation C. Remove post settings to a depth of 2 feet PART 2 - PRODUCTS Not Used PART 3 - EXECUTION TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 – GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 55 26 TRAFFIC CONTROL ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 01 55 26 - 4 Ditesco Not Used END OF SECTION TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 - LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 56 39 TEMPORARY TREE AND PLANT PROTECTION _________________________________________________________________________________________________________ Issue for Bidding: 01 56 39 - 1 Ripley Design July 15, 2013 SECTION 01 56 39 - TEMPORARY TREE AND PLANT PROTECTION PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the protection and t rimming of existing trees that interfere with, or are affected by, execution of the Work, whether temporary or permanent construction. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. B. Tree Pruning Schedule: Written schedule from arborist detailing scope and extent of pruning of trees to remain that interfere with or are affected by construction. C. Certification: From arborist, certifying that trees indicated to remain have been protected during construction according to recognized standards and that trees were promptly and properly treated and repaired when damaged. D. Maintenance Recommendations: F rom arborist, for care and pr otection of trees affected by construction during and after completing the Work. 1.3 QUALITY ASSURANCE A. Arborist Qualifications: An arborist certified by ISA or licensed in the jurisdiction where Project is located. B. Tree Pruning Standard: Comply with ANSI A300 (Part 1), "Tree, Shrub, and Other Woody Plant Maintenance--Standard Practices (Pruning)." C. Pre-installation Conference: Before tree protection and trimming operations begin, meet with representatives of authorities having jurisdiction, Owner, Landscape Architect, consultants, and other concerned entities to review tree protection and trimming procedures and responsibilities. D. Trees to be preserved on the site are an asset to the Library. The Contractor will be fined $250 per caliper inch for damage to trees as a result of not complying with this specification. PART 2 - PRODUCTS 2.1 MATERIALS A. Plywood: 3/4” thick. B. Concrete Blankets C. Snow Fencing TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 - LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 56 39 TEMPORARY TREE AND PLANT PROTECTION _________________________________________________________________________________________________________ Issue for Bidding: 01 56 39 - 2 Ripley Design July 15, 2013 D. Steel T-Post PART 3 - EXECUTION 3.1 PREPARATION A. See Drawings: sheet G1, General Notes B. Temporary Protection: Install concrete blankets around tree trunks to protect remaining trees and vegetation from construction damage. Secure and maintain temporary protection until construction is complete. C. Protect tree root systems from damage caused by runoff or spillage of noxious materials while mixing, placing, or storing construction materials. Protect root systems from ponding, eroding, or excessive wetting caused by dewatering operations. D. Do not store construction materials, debris, or excavated material inside tree protection zones. Do not permit vehicles or foot traffic within tree protection zones; prevent soil compaction over root systems. E. For construction access place ¾” plywood over existing turf, within a drip line of trees, and where necessary for access. 3.2 EXCAVATION A. Do not excavate within tree protection zones, unless otherwise indicated on grading and landscape plans. 1. Where excavation is required per plans, hand dig around roots only or use air spade. 2. Excavation cut only at walk and wall locations. Surface cultivated for planting areas with hand tools only to a maximum depth of 4”; additional depth for individual plants is allowed, but make adjustments to plant locations to avoid excess damage to existing tree roots. 3. Root Pruning: Only roots smaller than ½” are allowed to be cut and only where new walk or wall installations dictate. Cut roots with sharp pruning instruments; do not break or chop. Any removal of roots larger than ½” need to be at the direction of the City Arborist. Make adjustments to plant installations to minimize damage to existing roots. See also general notes sheet in construction plans. 4. 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 PRUNING A. Contact City Arborist prior to any tree pruning. B. Prune trees to remain that are affected by temporary and permanent construction. C. Prune trees to remain to compensate for root loss caused by damaging or cutting root system. Provide subsequent maintenance during Contract period as recommended by arborist. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 - LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 56 39 TEMPORARY TREE AND PLANT PROTECTION _________________________________________________________________________________________________________ Issue for Bidding: 01 56 39 - 3 Ripley Design July 15, 2013 D. Pruning Standards: Prune trees according to ANSI A300 (Part 1). E. Cut branches with sharp pruning instruments; do not break or chop. F. Chip removed tree branches and dispose of off-site. 3.4 TREE REPAIR AND REPLACEMENT A. If the existing tree(s) are damaged during construction, contact the City Arborist immediately. Consult with the City Arborist for remedy solutions prior to any action. B. Promptly repair trees damaged by construction operations within 24 hours or as instructed by the City Arborist. Treat damaged trunks, limbs, and roots according to arborist's written instructions. C. Remove and r eplace trees indicated to remain that die or are damaged during construction operations that arborist determines are incapable of restoring to normal growth pattern. Contractor is responsible for all remedy costs for damage to existing landscape not noted to be removed. 3.5 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 01 56 39 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 – GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 01 57 13 - 1 Ditesco SECTION 01 57 13 – TEMPORARY EROSION AND SEDIMENT CONTROL PART 1 - GENERAL 1.1 SECTION INCLUDES A. Furnish, install, and maintain erosion and sedimentation control materials and procedures. Remove upon completion of work. B. Design an erosion and sediment control plan in accordance with specified standards. Monitor compliance as required by applicable standards 1.2 GENERAL REQUIREMENTS A. Contractor shall submit an erosion and sediment control plan in accordance with Section 01 33 00. 1.3 EROSION AND SEDIMENT CONTROL A. Erosion and Sediment Control Plan: Prior to the start of work, the Contractor shall submit a Storm Water Management Plan (SWMP). The SWMP plan shall contain the following required information: 1. Name of Contractor's personnel responsible for managing the SWMP plan. 2. Analysis of the erosion and sediment controls needed for the Project, including extent of controls, appropriate methods and construction phasing or sequencing of work. B. The SWMP shall be designed in conformance with the U. S. Environmental Protection Agency (EPA) Document No. EPA 832/R-92-005 (latest version), Storm Water Management for Construction Activities, Chapter 3, or local erosion and sedimentation control standards and codes, whichever is more stringent. The plan shall meet the following objectives: 1. Prevent loss of soil during deconstruction by stormwater runoff and/or wind erosion, including protecting topsoil by stockpiling for reuse. 2. Prevent sedimentation of storm sewer or receiving streams. 3. Prevent polluting the air with dust and particulate matter. C. The SWMP should include the following information: 1. Statement of erosion control and stormwater control objectives. 2. Comparison of post-development stormwater runoff conditions with pre-development conditions. 3. Description of all temporary and permanent erosion control and stormwater control measures implemented on the project site. 4. Description of the type and frequency of maintenance activities required for the chosen erosion control methods. D. Contractor shall submit copies of the SWMP for review by the Engineer. Contractor shall make requested revisions and complete the approved SWMP. E. Install sediment control/silt fencing at site perimeter where necessary to prevent erosion and sedimentation from occurring off site. F. During and after site grading, maintain a roughened surface on all disturbed areas to minimize erosion potential. G. Construct temporary drainage swales with staked straw bale barriers to control drainage patterns and minimize erosion. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 – GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 01 57 13 - 2 Ditesco H. Provide gravel & wire or staked hay bale sediment traps at culvert inlets to prevent siltation. 1.4 EROSION AND SEDIMENT CONTROL IMPLEMENTATION A. Distribution: Contractor shall distribute copies of the approved SWMP to the Superintendent, each affected Subcontractor, Owner, and Engineer. One copy shall be posted at the jobsite at all times. B. Instruction: Contractor shall provide onsite instruction of appropriate erosion and sediment control measures to be implemented and maintained at appropriate stages of the work. C. Erosion and Sediment Control Plan Compliance: Contractor shall implement, maintain and monitor compliance with the approved SWMP. 1. Protect areas prone to erosion from construction activities and implement a soil stabilization plan in susceptible areas D. Conditions in the field may warrant erosion control measures in addition to what is specified herein. The Contractor shall implement whatever measures are determined necessary, as directed by the Owner or Engineer. 1.5 DUST CONTROL A. Furnish and maintain such facilities or procedures as may be necessary to prevent air-borne dust generated by the construction activities of this project from affecting either the Owner’s use of this site or neighboring properties. Damage to adjacent properties through Contractor’s neglect of preventing air borne dust shall be paid for by the Contractor. B. Maintain damp jobsite at all times during demolition/deconstruction. 1.6 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from remote spaces prior to enclosing the space. C. Remove waste materials, debris, and rubbish from site not less than weekly and dispose off-site in accordance with local and state regulations 1.7 PROTECTION OF TREES A. Contractor shall take whatever means necessary to protect existing trees. Do not remove trees under any circumstances. Hand excavate inside of, and within 10’ outside diameter of root zone. Do not cut tree roots. Reference Section 01 56 39. B. Protect tree branches and structures from damage. Erect temporary tree enclosures (fence) as necessary to limit equipment contact with branches or trunks. PART 2 - PRODUCTS 2.1 MATERIALS A. Erosion and Sediment Control Materials: Refer to specific silt fence and other required materials. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 – GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 01 57 13 - 3 Ditesco B. Straw Bales: Not allowed. C. Wattles: 8" diameter machine-produced tube filled with compacted rice straw in seamless flexible netting material, creating a densely filled fiber log D. Bedding material used shall be equivalent to Colorado Department of Transportation Class A filter material. PART 3 - EXECUTION 3.1 PREPARATION A. No earth-disturbing activity outside the limits designated on the plans is permitted. B. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc.). All other required erosion control measures shall be installed at the appropriate time in the deconstruction sequence as indicated in the approved SWMP, deconstruction drawings and erosion control report. C. At all times during construction, the Contractor shall be responsible for preventing and controlling onsite erosion including keeping the property sufficiently watered so as to minimize windblown sediment. The Contractor shall also be responsible for installing and maintaining all erosion control and mitigation facilities D. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the areas required for immediate deconstruction/demolition operations, and for the shortest practical period of time 3.2 EXECUTION A. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation or other permanent erosion control best management practices are installed. B. In order to minimize erosion potential, all temporary (structural) erosion control measures shall 1. Be inspected at a minimum of once after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. 2. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the Owner and Engineer. 3. Be removed after the site has been sufficiently stabilized as determined by the Owner and Engineer. C. No soil stockpile shall exceed 10' in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering and perimeter silt fencing. Any soil stockpile remaining after 30 days shall be seeded and mulched. D. Silt Fence: Set stakes, construct 4" wide x 4" deep trench upslope of stakes, install fabric to bottom of trench, backfill and compact excavated trench. E. Wattle Sediment Barrier: Wattle sediment barriers will be installed after the initial grading of the site (in swales) and after the installation of storm pipes and inlets. Install wattles with ends tightly abutted. Stake each wattle into the ground with two (2) wooden stakes. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 – GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 01 57 13 - 4 Ditesco END OF SECTION TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 02 – EXISTING CONDITIONS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 02 41 00 DEMOLITION ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 02 41 00 - 1 Ditesco SECTION 02 41 00 – DEMOLITION PART 1 - GENERAL 1.1 WORK INCLUDED A. Furnish equipment and labor to dismantle/demolish and remove materials, equipment, fixtures, accessories and systems, including related utilities, to the existing Old Town Library diagonal walk and stage. Demolition includes but is not limited to: 1. Demolition of entire concrete flatwork, curb, and wall as indicated on the contract documents. 2. Demolition/relocation of existing trees as per the contract documents. 1.2 RELATED SECTIONS A. Section 01 11 00 – Summary of Work B. Section 31 10 00 – Site Clearing 1.3 REGULATORY REQUIREMENTS A. Contractor shall take all necessary care in demolition and/or any reconstruction on this project so as not to damage or destroy the building or any features to remain on the site. B. Provide, erect and maintain barricades, lighting and guardrails as required by applicable regulatory requirements to protect construction workers and occupants of property. C. Provide a safe-zone perimeter, including signs, fencing, and periodic patrol to protect both vehicular and pedestrian traffic around the project. D. Working hours – reference Section 01 32 13 and 01 11 00. E. Noise pollution – The Contractor shall limit noise during designated working hours to less than 80dB. Any variance from this specification shall be preapproved by the Owner and Engineer. 1.4 ACCESS TO BUILDING AND SITE A. Plan, schedule and conduct selective demolition work in a manner that will allow constant Owner business activities and normal operations in buildings. B. Owner will occupy potions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner’s operations will not be disrupted. PART 2 - PRODUCTS 2.1 DEMOLITION A. General: Furnish labor, equipment and materials as required to complete demolition as described in this document. B. Contractor shall recycle demolished concrete and asphalt, as available, to the greatest extent possible. PART 3 - EXECUTION TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 02 – EXISTING CONDITIONS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 02 41 00 DEMOLITION ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 02 41 00 - 2 Ditesco 3.1 PREPARATION A. General: Coordinate and execute demolition work in an orderly, neat and timely manner. B. Ensure that all utilities and services to remain in use have been adequately marked and protected and will be maintained during the course of this work. C. Provide adequate dust protection to prevent transmission of particulates from entering air handling equipment in adjoining buildings. The use of water may be required to keep air born particulates from leaving the specific site area. Cover and protect equipment and fixtures that cannot be removed from the general area of demolition work. D. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, and walkways. E. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to facilities to remain. 1. Provide protection to ensure safe passage of people around selective demolition area and from occupied portions of building. 2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage. F. Ensure that fumes from equipment or construction operations do not enter adjacent buildings. G. Sod Protection 1. Contractor shall place minimum 4’x8’x3/4” plywood over existing sod prior to placement of materials/moving of equipment over sod. 2. If sod damage occurs, Contractor shall replace sod and return site to existing conditions. 3.2 SELECTIVE DEMOLITION A. Demolish and remove existing construction only to the extent required by new construction and as indicated. Perform selective demolition work in a systematic, orderly and careful manner. B. General Contractor shall be responsible for removing and separating all materials for disposal and recycle. C. Dispose of demolished items and materials promptly. 3.3 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS A. Concrete: Demolish in sections. Cut concrete full depth at junctures with construction to remain and at regular intervals, using power-driven saw, then remove concrete between saw cuts. 3.4 DISPOSAL OF DEMOLISHED MATERIALS A. Promptly remove debris, rubbish and other materials resulting from demolition operations from the building site. 1. Do not allow stockpiling of materials on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. 3. Do not burn demolished materials. B. Keep general construction site area reasonably clean, to the satisfaction of the Owner. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 02 – EXISTING CONDITIONS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 02 41 00 DEMOLITION ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 02 41 00 - 3 Ditesco C. Transport and dispose of materials offsite in a legal manner. D. Recycling of Construction Waste: Contractor shall endeavor to recycle as much construction debris and waste materials as practicable. END OF SECTION TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 – CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE _________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 03 00 00 - 1 Ditesco SECTION 03 00 00 - CONCRETE PART 1 - GENERAL 1.1 SECTION INCLUDES A. Performance tolerances B. Quality assurance C. Delivery, storage, and handling D. Forms E. Reinforcing steel F. Cast-in-Place-Concrete G. Fabrication H. Concrete accessories 1.2 RELATED SECTIONS A. None 1.3 REFERENCES A. ACI 214—Recommended Practice for Evaluating Compression Test Results of Field Concrete B. ACI 301—Structural Concrete for Buildings C. ACI 302—Recommended Practice for Concrete Floor and Slab Construction D. ACI 304—Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete E. ACI 305/305R—Hot Weather Concreting F. ACI 306/306R—Cold Weather Concreting G. ACI 308—Standard Practice for Curing Concrete H. ACI 309—Standard Practice for Consolidation of Concrete I. ACI 315—Manual of Standard Practice for Detailing Reinforced Concrete Structures J. ACI 318—Building Code Requirements for Reinforced Concrete K. ACI 347—Recommended Practice for Concrete Formwork L. ACI SP-66—American Concrete Institute—Detailing Manual TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 – CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE _________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 03 00 00 - 2 Ditesco M. ASTM A82—Cold Drawn Steel Wire for Concrete Reinforcement N. ASTM A185—Welded Steel Wire Fabric for Concrete Reinforcement O. ASTM A497—Welded Deformed Steel Wire Fabric for Concrete Reinforcement P. ASTM A615—Deformed and Plain Billet Steel Bars for Concrete Reinforcement Q. ASTM C31—Making and Curing Concrete Test Specimens in the Field R. ASTM C33—Concrete Aggregates S. ASTM C39—Test Method for Compressive Strength of Cylindrical Concrete Specimens T. ASTM C94—Ready-Mixed Concrete U. ASTM C143—Test Method for Slump of Hydraulic Cement Concrete V. ASTM C150—Standard Specification for Portland Cement W. ASTM C171—Sheet Materials for Curing Concrete X. ASTM C260—Air Entraining Admixtures for Concrete Y. ASTM C309—Liquid Membrane-Forming Compounds for Curing Concrete Z. ASTM C494—Chemical Admixtures for Concrete AA. ASTM C618—Fly Ash and Raw or Calcinated Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete BB. ASTM D994—Preformed Expansion Joint Filler for Concrete (Bituminous Type) CC. ASTM D1190—Concrete Joint Sealer, Hot-Poured Elastic Type DD. ASTM D1751—Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction (Non-extruding and Resilient Bituminous Types) EE. ASTM D1752—Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction FF. ASTM D2103—Polyethylene Film and Sheeting GG. CRSI—Concrete Reinforcing Steel Institute—Manual of Practice HH. CRSI 63—Recommended Practice for Placing Reinforcing Bars II. CRSI 65—Recommended Practice for Placing Bar Supports, Specifications and Nomenclature JJ. PS 1—Construction and Industrial Plywood 1.4 PERFORMANCE TOLERANCES TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 – CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE _________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 03 00 00 - 3 Ditesco A. Conform to ACI 301 and ACI 347, as modified herein. In case of conflict, ACI 347 governs over ACI 301 1.5 SUBMITTALS A. Submit under provisions of Section 01 33 00 B. Shop Drawings: Reinforcing bar lists, fabrication and placement drawings 1. Indicated bar sizes, spacing, locations, and quantities of reinforcing steel bending and cutting schedules 2. Indicate pertinent dimensions, materials, bracing, and arrangement of joints and ties C. Concrete mock up: Contractor to provide mock up for concrete Symbols 1, 2, and 3. 1. Mock up shall be 10’x10’ in size and incorporate all concrete types and finishes. 2. The mock up samples must be transported to the site and stored on site during the course of the work. 3. Mock up shall exactly match Library Streetscape Concrete Paving. D. Product Data: Provide sufficient information on products specified to verify compliance with specifications. 1. Provide detailed information on concrete retarder as specified in the contract documents. 2. CHI 027 Retarder for Surface Treatment, Dayton Superior Top Cast Surface Retarder, or approved equal 3. Surface sealer; curing agent E. Test Reports: 1. Submit reports of tentative concrete mix design and testing including: a. Slump range on which the design is based b. Total gallons of water per cubic yard c. Brand, type, composition, and quantity of cement with manufacturer and plant location identified d. Brand, type, composition and quantity of fly ash e. Specific gravity and gradation of each aggregate f. Ratio of fine to total aggregates g. Surface-dry weight of each aggregate per cubic yard h. Brand, type ASTM designation, active chemical ingredients and quantity of each admixture i. Air content and tolerance j. Water/cementitious material ratio and tolerance k. Compressive strength based at 7 and 28-day compression tests l. Time of initial set 2. Submit reports of field quality control testing. 3. Submit suppliers certified fly ash test reports for each shipment delivered to concrete supplier: a. Physical and chemical characteristics b. Certification of compliance with the specifications c. Signed by Contractor and concrete supplier 4. Existing data on proposed design mixes are acceptable if certified and complete. 1.6 QUALITY ASSURANCE A. Perform work in accordance with ACI 301. B. Acquire cement and aggregate from same source for all work. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 – CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE _________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 03 00 00 - 4 Ditesco 1.7 DELIVERY, STORAGE, AND HANDLING A. Materials handling and batching shall conform to applicable provisions of ASTM C94 B. Reinforcing steel: Store on supports which will keep it from contact with the ground and cover to prevent unacceptable surface corrosion and contamination. C. Rubber and plastic materials: Store in a cool place, do not expose to direct sunlight. D. Truck operator shall hand ticket to on-site field representative at the time of delivery with ticket to show: 1. Mix Design Number 2. Quantity delivered 3. Actual quantity of each material in batch 4. Outdoor temp in the shade 5. Time at which cement was added 6. Numerical sequence of the delivery 7. Quantity of water that can be added in the field based on mix design 8. Free moisture in fine and coarse aggregate in percent by weight 9. Temperature of batch 10. Contractor to provide drum revolution count at time of concrete delivery (minimum revolutions – 70; maximum revolutions 150) E. Extra Water: A. Deliver concrete to site in exact quantities required by design mix. B. Should extra water be required for workability before depositing concrete, and the water/cement ratio of accepted mix design will not be exceeded, the General Contractor's superintendent shall have the sole authority to authorize addition of water. Additional water shall not exceed 1 gal/cu. yd. Any additional water added to mix after leaving batch plant shall be indicated on truck ticket and signed by person responsible. C. Where extra water is added to concrete it shall be mixed thoroughly for 30 revolutions of drum before depositing. D. Water may be added at the site only once for each batch. E. A full set of tests shall be performed after addition of water. Excessive slump or other out of range tests will be cause for rejection. F. Environmental Requirements: 1. Cold Weather Placement: a. When for three successive days prior to concrete placement the average daily outdoor temperature drops below 40° F or when the average outdoor temperature is expected to drop below 40° F on the day of concrete placement, preparation, protection and curing of concrete shall comply with ACI 306R. b. Minimum temperature of concrete upon delivery shall conform to ACI 301 Table 7.6.1.1. Concrete at time of placement shall conform to minimum values of ACI 306R Table 1.4.1, and shall not exceed minimum values by more than 20o F. c. Subject to acceptance of Owner an accelerating admixture may be used. Admixtures shall meet requirements of Part 2. Calcium Chloride and other chloride-type accelerating admixtures will not be allowed. d. Comply with concrete protection temperature requirements of ACI 306R. Record concrete temperatures during specified protection period at intervals not to exceed 16 hours and no less than twice during any 24 hour period. 2. Hot Weather Placement: TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 – CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE _________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 03 00 00 - 5 Ditesco a. When depositing concrete in hot weather, follow recommendations of ACI 305R. b. Temperature of concrete at time of placement shall not exceed 85° F. c. When air temperatures on day of placement are expected to exceed 90° F, mix ingredients shall be cooled before mixing. Flake ice or well-crushed ice of a size that will melt completely during mixing may be substituted for all or part of mix water. d. Retarding admixture may be used subject to acceptance of Owner. Admixtures shall meet requirements of Part 2. e. Protect to prevent rapid drying. Start finishing and curing as soon as possible. G. Protect newly finished slabs from rain damage. Protect finished slabs from mortar leakage from pouring of concrete above. Protect newly finished slabs from freezing. Cover masonry walls, glazing, and other finish materials with polyethylene or otherwise protect from damage due to pouring of concrete. PART 2 - PRODUCTS 2.1 FORMS A. Prefabricated: The Burke Company “Burke Forming System,” Simplex “Industrial Steel Frame Forms”, Symons “Steel-Ply”, Universal “Uniform”, or equal B. Plywood: PS 1, waterproof resin-bonded, exterior type Douglas Fir; face adjacent to concrete Grade B or better C. Fiberboard: FS LL-B-810, Type IX, tempered, waterproof, screen back, concrete form hardboard D. Lumber: Straight, uniform width and thickness: and free from knots, offsets, holes, dents, and other surface defects E. Chamfer strips: Clear, white pine, surface against concrete planed F. Form coating: The Burke Company “Burke Release #1,” Industrial lubricants “Nox-Crete Form Coating”, L & M “Debond”, Protex “Pro-Cote”, Richmond “Rich Cote”, or equal G. Form ties: Removable end, permanently embedded body types with waterstops not requiring auxiliary spreaders, with cones on both ends, embedded portion 1 inch minimum back from concrete face. If not provided with threaded ends, constructed for breaking off ends without damage to concrete. The Burke Company “Burke Penta-Tie System” or equal 2.2 REINFORCING STEEL A. Bars: ASTM A615, Grade 60 B. Welded wire fabric: ASTM A185 or A497 C. Bar supports: PS 7; CRSI Class B or E, fabricated from galvanized wire having PVC coated legs D. Tie wire: 16 1/2 gage or heavier, black annealed wire 2.3 CONCRETE A. Cement: ASTM C150, Type I/II TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 – CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE _________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 03 00 00 - 6 Ditesco B. Fly ash: ASTM C618, Class C or Class F, except loss on ignition not more than 5 percent C. Fine aggregate: Clean, natural sand, ASTM C33; no manufactured or artificial sand D. Coarse aggregate: Crushed rock, natural gravel, or other inert granular material, ASTM C33 except clay and shale particles no more than 1 percent. Free of all materials deleteriously reactive with alkalies in the cement in an amount to cause excessive expansion of concrete. E. Water: Clean and free from injurious amounts of oils, acids, alkalis, salts, organic materials, or other substances that may be deleterious to concrete or steel. Provide mixing water free from deleterious amounts of chloride ion for prestressed concrete or for concrete which will contain aluminum embedments including that portion of the mixing water contributed in the form of free moisture on the aggregates. F. Admixtures: 1. Acceleration: High range water reducer 2. Plasticizer: ASTM C494, Type A; Grace “WRD A-HC,” "Sika Chemical “Plastocrete”, or equal 3. Air entraining agent: ASTM C260; Grace “Darex AEA”, Master Builders “MB-VR”, Protex “AES”, Sika Chemical “AEK”, or equal 2.4 MIXES A. Design concrete mix within the limits specified. B. Comply with ASTM C94 C. 3/4” Aggregate Mix Design 1. Cement Content: (to be used for Concrete Plan Symbol 3) a. Minimum Portland cement 600 lbs per cu yd of concrete. b. Contractor may substitute fly ash for up to 15 percent of cement at a ratio of the specific gravity of cement divided by specific gravity of fly ash. 2. Water/Cementitious Material (Cement and Fly Ash) Ratio: Less than or equal to 0.45 3. Slump: 5 inch maximum a. As low as possible consistent with proper handling and thorough compaction. 4. Volume Ratio of Fine to Total Aggregates: Coarse Aggregate Size Minimum Ratio Maximum Ratio 1/2" 0.40 0.55 3/4" 0.35 0.50 1" 0.30 0.46 5. Initial Set: 5-1/2 hrs after water and cement are added to the aggregates as determined by ASTM C403: a. Adjust retarder or accelerator quantities to compensate for temp and job condition variations. 6. Volumetric Air Content: a. Maximum 5 percent + 1 percent after placement b. Vary air content with maximum aggregate, ASTM C94, Table 3. 7. Admixtures: Content, batching method, and time of introduction in accordance with the manufacturer's recommendations for compliance with this specification. a. Include a water reducing admixture. b. Calcium chloride content shall not exceed 0.05 percent of the cement content by weight. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 – CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE _________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 03 00 00 - 7 Ditesco 8. Strength: Compressive strength as determined by ASTM C39 Age Minimum Strength 7 days 3,000 psi 28 days 4,500 psi 9. Consistency: Uniform slump, suitable for the placement conditions with aggregate floating uniformly throughout the concrete mass, flowing sluggishly when vibrated or spaded. 10. Integrated Color: Davis Color, “Mocha”, 1 lb #6058 11. Adjust mix as required to meet specifications. D. 3/8” Aggregate Mix Design 1. Cement Content: (to be used for Concrete Plan Symbol 2) a. Minimum Portland cement 600 lbs per cu yd of concrete. b. Contractor may substitute fly ash for up to 15 percent of cement at a ratio of the specific gravity of cement divided by specific gravity of fly ash. 2. Water/Cementitious Material (Cement and Fly Ash) Ratio: Less than or equal to 0.48 3. Slump: 5 inch maximum a. As low as possible consistent with proper handling and thorough compaction. 4. Initial Set: 5-1/2 hrs after water and cement are added to the aggregates as determined by ASTM C403: a. Adjust retarder or accelerator quantities to compensate for temp and job condition variations. 5. Volumetric Air Content: a. Maximum 5 percent + 1 percent after placement b. Vary air content with maximum aggregate, ASTM C94, Table 3. 6. Admixtures: Content, batching method, and time of introduction in accordance with the manufacturer's recommendations for compliance with this specification. a. Include a water reducing admixture. b. Calcium chloride content shall not exceed 0.05 percent of the cement content by weight. 7. Strength: Compressive strength as determined by ASTM C109 Age Minimum Strength 7 days 3,000 psi 28 days 4,500 psi 8. Consistency: Uniform slump, suitable for the placement conditions with aggregate floating uniformly throughout the concrete mass, flowing sluggishly when vibrated or spaded. 9. Integrated Color: Davis Color, “San Diego Buff”, 1.5 lbs #5237 10. Adjust mix as required to meet specifications. E. #4- Sand Mix Design 1. Cement Content per cu yard of mix: (to be used for Concrete Plan Symbol 1) a. Minimum Portland cement 700 lbs per cu yd of concrete. b. Contractor shall use fly ash for up to 40% percent of cement at a ratio of the specific gravity of cement divided by specific gravity of fly ash where possible. 2. Water/Cementitious Material (Cement and Fly Ash) Ratio: Less than or equal to 0.50. 3. Slump: 5 inch maximum a. As low as possible consistent with proper handling and thorough compaction. 4. Volume Ratio of Fine to Total Aggregates: TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 – CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE _________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 03 00 00 - 8 Ditesco Coarse Aggregate Size Quantity in Mix Design Sand 70% of Total Mix Pea Gravel 30% of Total Mix 5. Initial Set: 5-1/2 hrs after water and cement are added to the aggregates as determined by ASTM C403: a. Adjust retarder or accelerator quantities to compensate for temp and job condition variations. 6. Volumetric Air Content: a. Maximum 3 percent + 1 percent after placement b. Vary air content with maximum aggregate, ASTM C94, Table 3. 7. Admixtures: Content, batching method, and time of introduction in accordance with the manufacturer's recommendations for compliance with this specification. a. Include a water reducing admixture. b. Calcium chloride content shall not be used in this concrete mix. c. Shrinkage Reducing Admixtures shall not exceed 2 percent by weight of cement. 8. Strength: Compressive strength as determined by ASTM C109 Age Minimum Strength 7 days 3,000 psi 28 days 4,500 psi 9. Consistency: Uniform slump, suitable for the placement conditions with aggregate floating uniformly throughout the concrete mass, flowing sluggishly when vibrated or spaded. 10. Adjust mix as required to meet specifications. 2.5 FABRICATION A. Reinforcing Steel: Accurately formed, fabricated in accordance with ACI 315 and 318 except as specified or indicated on drawings, free from rust, scale and contaminants which will reduce bond. 2.6 SOURCE QUALITY CONTROL A. Test the proposed concrete mix for each size and gradation of aggregates and each consistency intended for use in the project. B. Aggregates: 1. Sample and test according to ASTM C33 2. Determine bulk specific gravity in accordance with ASTM C127 and C128 C. Compression tests: 1. Prepare 2 sets of compression test cylinders from each proposed concrete mix, 4 cylinders per set 2. Test 1 set of 4 cylinders at 7 days, the other set at 28 days 3. Make, cure and store in accordance with ASTM C192 4. Test in accordance with ASTM C39 D. Slump test: ASTM C143 E. Total air content: ASTM C231 F. Fly Ash: Supplier's chemical composition and physical analysis test TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 – CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE _________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 03 00 00 - 9 Ditesco G. Initial set test: 1. In accordance with ASTM C403 2. Test at 70 F and 90 F ambient 3. Test at 70 F on mix including specific plasticizing and entraining admixtures 4. Test at 90 F on mix including specified retarding and air entraining admixtures 5. Fly ash: Supplier's chemical composition and physical analysis test PART 3 - EXECUTION 3.1 EXAMINATION A. Verify site conditions under provisions of Section 01 11 00. B. Verify requirements for concrete cover over reinforcement. C. Verify that anchors, seats, plates, reinforcement and other items to be case into concrete are accurately placed, positioned securely, and will not cause hardship in placing concrete. 3.2 FORMS A. Design to produce hardened concrete to the shape, lines, and dimensions indicated on the drawings. B. Conform to ACI 347 as modified herein. C. Surfaces exposed to view: 1. Prefabricated plywood panel forms, job-built plywood forms, or forms lined with plywood or fiberboard. 2. Laid out in a regular and uniform pattern with long dimensions vertical and joints aligned. 3. Produce finished surfaces free from offsets, ridges, waves, and concave or convex areas. 4. Maximum deviation from a true plane: 1/8 inch within 6 feet D. Plywood or lined forms are not required for surface normally submerged or not normally exposed to view. E. Other type of forms may be used for surfaces not restricted to plywood or lined forms as backing for form lining. F. Provide forms above all extended footings; flat segmental forms, 2 foot maximum width, may be used for curved surfaces 25 feet minimum diameter. G. Provide polyethylene film to protect concrete from water loss when placing concrete against gravel or crushed rock not containing 25 percent minimum material passing a No. 4 sieve, lap joint 4 inches. H. When placing concrete against rock, remove all loose pieces of rock and clean exposed surface with high pressure hose. I. Provide substantial forms sufficiently tight to prevent leakage of mortar. J. Brace or tie forms to maintain desired position, shape, and alignment during and after concrete placement. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 – CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE _________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 03 00 00 - 10 Ditesco K. Size and space wailers, studs, internal ties and other form supports so proper working stresses are not exceeded. L. Where the top of a wall will be exposed to weathering, stop form on at least 1 side at true line and grade. M. Locations to be finished to a specified elevation, slope, or contour, bring form to true line and grade and provide a wooden guide strip at the proper location in the forms for finishing the top surface with a screed or template. N. Install form ties on exposed surfaces in uniformly spaced vertical and horizontal rows. O. Provide chamfer strips to bevel salient edges and corners. P. Do not remove or disturb until concrete has attained sufficient strength to safely support all dead and live loads. Q. Maintain forms in place for a minimum of 40 hours for length of curing time in accordance with ACI 306/306R when temperature is 45 F and below. R. Remove forms carefully to prevent surface gouging, corner or edge breakage and other drainage. 3.3 REINFORCING STEEL A. Accurately position reinforcing steel on supports, spacers, hangers, or other reinforcing steel at maximum intervals of 4 feet on center. B. Secure with wire ties or suitable clips. Tie 50 percent of all reinforcement and reinforcement at intersections for wall and floor construction. C. Except at contact splices, minimum clear distances between bars, the greater of: 1. Nominal diameter of bars 2. 1.5 times max size of coarse aggregate 3. 3 inch in other locations D. Where reinforcement is placed in 2 layers, place bars in upper layer directly above bars in lower layer. E. Splices: 1. As specified or indicated on the drawings 2. Splices at other locations will be acceptable, if approved by Engineer 3. Do not weld or tack weld reinforcing steel except where specifically indicated on drawings. 4. Remove and replace steel upon which any unauthorized welding has been performed. 5. When splicing bars in tie beams subject to tensile loading, splice no more than half the bars within a length of 40 bar diameter and hook each spliced bar end 180 degrees. 3.4 TRANSPORTING MIXED CONCRETE A. Transporting of mixed concrete shall conform to ACI 305R. B. Do not exceed manufacturer's guaranteed capacity of truck agitators. Maintain the mixed concrete in a thoroughly mixed and uniform mass during hauling. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 – CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE _________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 03 00 00 - 11 Ditesco C. Do not incorporate additional mixing water into the concrete during hauling or after arrival at the delivery point, unless ordered by the Engineer. If additional water is to be incorporated into the concrete, revolve the drum not less than 30 revolutions at mixing speed after the water is added and before placing concrete. D. Furnish a water measuring device in good working condition, mounted on each transit mix truck, for measuring the water added to the mix on the site by the Engineer. E. Provide delivery ticket and comply with delivery requirements of this section. 3.5 PLACING CONCRETE A. Place concrete in accordance with ACI 301. B. Notify Engineer not less than 24 hrs in advance of the times and places at which contractor intends to place concrete. C. Predetermine limits at each pour and place all concrete within limits of pour in one continuous operation. D. Rigidly secure forms, reinforcing steel, embedment, and anchor bolts in proper position. E. Remove all mud, water, ice, snow, frozen material, and debris from space to be occupied by concrete. F. Clean surfaces encrusted with dried concrete from previous concrete operations. G. Convey to the point of final deposit by methods which will prevent separation or loss of ingredients. H. Place concrete in final position without being moved laterally more than 5 feet. I. Place concrete in approximately horizontal layers of proper depth for proper compaction, not more than 2 feet. J. Place subsequent layer while the preceding layer is still plastic. K. Top finish concrete when thoroughly settled. L. Remove all laitance, debris, and surplus water from the tops of the forms by screeding, scraping or other effective means. M. Overfill the forms for walls whose tops will be exposed to the weather and screed off the excess after the concrete has settled. N. Provide vertical construction joints as required to comply with these requirements. O. The subgrade shall be prepared and forms installed as specified herein. After concrete placement, the Contractor shall screed the concrete to the finished grade. Exposed sand finish surfaces shall be consolidated using a double drum roller tamp prior to floating – use this process as needed to achieve surface etching based on mix design chosen. The roller shall provide uniformity during rolling including the corner areas of the slab. Deviations from this process must be approved 48 hours prior to scheduled placement of fresh concrete. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 – CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE _________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 03 00 00 - 12 Ditesco P. Retarder shall be applied per the manufacturer’s recommendations using an approved sprayer to achieve a uniform and consistent application rate. Area(s) adjacent to the new installation shall be protected from damage as required. Retarder shall be applied at varying rates to achieve surface etching as approved by the Owner’s Representative (concrete Symbols 1, 2 and 3 in the contract drawings). Q. At the appropriate time, concrete paste shall be washed from the surface with a power washer or as approved by the Owner’s Representative. The overall texture shall be free from texture deficiencies such as deep or shallow surface inconsistencies. Care shall be taken to contain the cement paste when washed from the concrete surface. Wattles or containment pits shall be required to ensure that no residue runs through the gutter or enters inlets. The method of containment shall be approved by the Owner’s Representative. The paste residue shall be removed from the site and properly disposed. 3.6 COMPACTION A. Thoroughly compact concrete during and immediately after placement. B. Work concrete around all reinforcements and embedments and into the corners of the forms. C. Use mechanical vibrators which will maintain 9,000 cycles per minutes when immersed in the concrete, 1 1/2 hp motor minimum. 3.7 COLD WEATHER CONCRETING A. Conform to ACI 306/306R, except as modified herein. B. Minimum concrete temp at the time of mixing: Outdoor Temp Concrete Temp at Placement (in shade) at Mixing Below 30 degrees F 70 degrees F Between 30 degrees F and 45 degrees F 60 degrees F Above 45 degrees F 50 degrees F C. Do not place heated concrete which is warmer than 80 degrees F. D. If freezing temp are expected during curing, maintain the concrete temp at or above 50 degrees F for 5 days or 70 degrees F for 3 days with forms in place. E. Do not allow concrete to cool suddenly. 3.8 HOT WEATHER CONCRETING A. Conform to ACI 305/305R, except as modified herein. B. At air temp of 90 degrees F and above keep concrete as cool as possible during placement and curing. C. Do not allow concrete temperature to exceed 70 degrees F at placement. D. Prevent plastic shrinkage cracking due to rapid evaporation of moisture. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 – CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE _________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 03 00 00 - 13 Ditesco E. Do not place concrete when the actual or anticipated evaporation rate equals or exceeds 0.2 lbs per sq ft per hr as determined from ACI 305, Fig 2.1.4. 3.9 CURING AND PROTECTION A. Protect concrete from moisture loss at relatively constant temperature for at least 7 days after placement except that the time period for curing by saturation for concrete being protected from low temp shall be 1 day less than the duration of low temp protection. B. Cure concrete by methods which will keep concrete surfaces adequately wet during curing, in accordance with ACI 308. C. Maintain rate of temperature change less than 5 F in any one (1) hour period. D. Water curing: 1. Begin water saturation as quickly as possible after initial set. 2. Regulate water application to provide complete surface coverage with a minimum of runoff. 3. Interrupt the application of water to walls for grout cleaning only over the area being cleaned at the time and do not permit the surface to become dry during such an interruption. E. Membrane curing: 1. Membrane curing compound may be used in lieu of water curing on concrete which will not be covered later with mortar or concrete. 2. Spray apply membrane curing compound at not more than: a. General use: 300 sf per gal recommended 3. Cover unformed surfaces within 30 minutes of final finishing. 4. If forms are removed before the end of the curing period, immediately apply curing compound to the formed surface before they dry out. 5. Protect curing compound against abrasion during the curing period. F. Film curing: 1. Polyethylene sheeting may be used in lieu of water curing on concrete which will be covered or hidden from view. 2. Begin film curing as quickly after initial set of the concrete as possible. 3. Completely cover the surfaces with polyethylene sheeting. 4. Overlap the sheeting edges for sealing and anchorage. 5. Seal joints between sheets. 6. Promptly repair tears, holes, and other damage. 7. Anchor covering continuously at edges and on the surfaces as required to prevent billowing. 3.10 DEFECTIVE CONCRETE A. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements. B. Repair or replacement of defective concrete will be determined by the Engineer. C. Repair defects in formed concrete surfaces within 24 hours of removing forms. D. Replace defective concrete within 48 hrs. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 – CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE _________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 03 00 00 - 14 Ditesco E. Cut out and remove to sound concrete honeycombed or otherwise defective concrete. F. Cut edges square to avoid feathering. G. Comply with Chapter 9, ACI 301. H. Perform repair work so as not to interfere with thorough curing of adjacent concrete. I. Adequately cure repair work. 3.11 FINISHING FORMED SURFACES A. Remove fins and other surface projections from all formed surfaces except exterior surfaces that will be in contact with earth backfill and are not specified to be dampproofed. B. Use a power grinder, if necessary, to remove projections and provide a flush surface. C. Remove fins and fill tie hole on surfaces exposed to view: 1. Clean, dry and fill tie holes with non-shrink grout. 2. Finish flush to match the texture of adjacent concrete. D. Grout cleaning under provisions of Chapter 10, ACI 301: 1. Grout clean surfaces exposed to view to produce a smooth uniform surface free of marks, voids, surface glaze and cement dust. 2. Use nonshrink grout mix with bonding agent. Dampen surface and apply with cork or rubber float. 3.12 FIELD QUALITY CONTROL A. Field inspection and testing will be performed in accordance with ACI 301. B. The Owner shall pay for all field and compressive strength tests to determine compliance of concrete materials in accordance with the specifications. C. Field Control Test: 1. Tests by ACI certified technician. 2. Make tests in presence of Engineer. 3. Provide all equipment, supplies, and the services of one or more employees, as required. 4. The test frequencies specified are minimum. Additional tests may be performed as required by the job conditions. D. Slump: Test a sample from each truck load in accordance with ASTM C143 if requested by Engineer and when making test cylinders. E. Air Content: Test a sample from each truck load if requested by Owner and when making test cylinders. F. Compression Tests: 1. Make one set of 5 cylinders each day. 2. Test one cylinder in each set at 3 days, one cylinder at 7 days, two cylinders at 28 days, and one cylinder at 56 days. 3. The other one cylinder to be used as directed by Engineer at any time. 4. Engineer will evaluate in accordance with ACI 214 and 318. 5. Make, cure, store, and deliver cylinders in accordance with ASTM C31. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 – CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE _________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 03 00 00 - 15 Ditesco 6. Test in accordance with ASTM C39. 7. Mark or tag each set of test cylinders with the date and time of day the cylinders were made, the location in the work where the concrete represented by the cylinders was placed, the delivery truck or batch number, the air content, and the slump. G. Storage Facilities for Concrete Test Cylinders: 1. Including water necessary, a specially prepared box with high-low thermometer and thermostatically controlled heating devices in accordance with ASTM C31. H. Failure of Test Cylinder Results: 1. Upon failure of 28-day test cylinder results, the Engineer may require the Contractor, at his expense, to obtain and test at least three 4-inch diameter cored samples from area in question. 2. Concrete will be considered adequate if average of three core tests is at least 85 percent of, and if no single core is less than 75 percent of, the specified 28-day strength. 3. In the event an area is found to be structurally unsound, the Engineer may order removal and replacement of concrete as required. The cost of the core tests and removal and replacement of defective concrete shall be borne by the Contractor. 4. Fill all core holes as specified for repairing defective concrete. END OF SECTION TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 31 – EXCAVATION AND FILL LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 31 10 00 SITE CLEARING _________________________________________________________________________________________________________ Issue for Bidding: 31 10 00 - 1 Ripley Design July 15, 2013 SECTION 31 10 00 - SITE CLEARING PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Removing existing trees, shrubs, groundcovers, plants, and grass. 2. Clearing and grubbing. 3. Stripping and stockpiling topsoil. 4. Removing above- and below-grade site improvements. 5. Disconnecting and capping or sealing site utilities. 6. Temporary erosion and sedimentation control measures. 1.2 MATERIAL OWNERSHIP A. Except for stripped topsoil or other materials indicated to remain Owner's property, cleared materials shall become Contractor's property and shall be removed from Project site. 1.3 PROJECT CONDITIONS A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site-clearing operations. 1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. 2. Provide alternate routes around closed or obstructed traffic ways if required by authorities having jurisdiction. B. Salvable Improvements: Carefully remove items indicated to be salvaged and store on Owner's premises where indicated. C. Utility Locator Service: Notify utility locator service for area where Project is located before site clearing. D. Do not commence site clearing operations until temporary erosion and sedimentation control measures are in place. PART 2 - EXECUTION 2.1 PREPARATION A. Protect and maintain benchmarks and survey control points from disturbance during construction. B. Locate and clearly flag trees and vegetation to remain or to be relocated. C. Protect existing site improvements to remain from damage during construction. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 31 – EXCAVATION AND FILL LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 31 10 00 SITE CLEARING _________________________________________________________________________________________________________ Issue for Bidding: 31 10 00 - 2 Ripley Design July 15, 2013 1. Restore damaged improvements to their original condition, as acceptable to Owner. 2.2 TEMPORARY EROSION AND SEDIMENTATION CONTROL A. Provide temporary erosion and sedimentation control measures to prevent soil erosion and discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways, according to best management practices and the City of Fort Collins standards. B. Inspect, repair, and maintain erosion and sedimentation control measures during construction until permanent vegetation has been established. C. Remove erosion and sedimentation controls and r estore and stabilize areas disturbed during removal. 2.3 TREE PROTECTION A. See Section 01 56 39 Temporary Tree and Plant Protection. B. Do not excavate within tree protection zones, unless otherwise indicated. C. Repair or replace trees and vegetation indicated to remain that are damaged by construction operations, in a manner approved by Landscape Architect. 2.4 UTILITIES A. Locate and identify existing utilities. B. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and t hen only after arranging to provide temporary utility services according to requirements indicated: 1. Notify not less than two days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Engineer’s written permission. 2.5 CLEARING AND GRUBBING A. Fill depressions caused by clearing and grubbing operations with satisfactory soil material unless further excavation or earthwork is indicated. 1. Place fill material in horizontal layers not exceeding a l oose depth of 8 inches, and compact each layer to a density equal to adjacent original ground. 2.6 PAVEMENT REMOVAL A. See Section: 02 41 00 - Demolition 2.7 TOPSOIL STRIPPING A. Remove sod and grass before stripping topsoil. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 31 – EXCAVATION AND FILL LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 31 10 00 SITE CLEARING _________________________________________________________________________________________________________ Issue for Bidding: 31 10 00 - 3 Ripley Design July 15, 2013 B. Strip topsoil to whatever depths are encountered in a manner to prevent intermingling with underlying subsoil or other waste materials. C. Stockpile topsoil materials away from edge of excavations without intermixing with subsoil. Grade and shape stockpiles to drain surface water. Cover to prevent windblown dust. 2.8 SITE IMPROVEMENTS A. Remove existing above- and below-grade improvements as indicated and as necessary to facilitate new construction. 2.9 DISPOSAL A. Disposal: Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materials including trash and debris, and legally dispose of them off Owner's property. 1. Separate recyclable materials produced during site clearing from other nonrecyclable materials. Store or stockpile without intermixing with other materials and transport them to recycling facilities. END OF SECTION 31 10 00 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 – SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 31 21 00 FINE GRADING _________________________________________________________________________________________________________ Issue for Design Review: 31 21 00 - 1 July 15, 2013 Ripley Design SECTION 31 21 00 FINE GRADING PART 1 - GENERAL 1.01 SCOPE A. Work in this section includes furnishing all labor, materials, equipment, and services required to construct, shape, and finish earthwork to the required lines, fine grades, and cross sections as specified herein and on the plans. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Grading Plan: Refer to plan sheets. 1.03 TEST REPORTS A. The Contractor will bear the cost of all testing requirements and will submit test reports from a commercial testing laboratory as specified herein and in the Conditions of the Contract. 1.04 METHOD OF PAYMENT A. Fine grading of the earthwork is a necessary and incidental part of the work. The total cost will be included in the Bid Proposal. Payment will not be made on a uni t price basis nor by any other separate measured payment method. 1.05 GENERAL IMPORTANCE A. Properly placed and finished earthwork accomplished by fine grading is essential to the success of this project. Much of the areas to be pl anted in turfgrass have minimal surface gradients which must be properly finished to ensure positive surface drainage. The Contractor will be r equired to prove the competence and experience of his workers and subcontractors with respect to their abilities to execute the fine grading required on this project. PART 2 - PRODUCTS 2.01 TOPSOIL AND UNCLASSIFIED FILL A. Topsoil on t he site shall be placed and used in the construction of fine graded areas to be planted with turfgrass or other plant materials. Unclassified fill may be appr opriate in the construction of subgrade for pavements. Both materials exist in place within the project limits. If necessary, and with prior approval of the Engineer, provide imported materials obtained from sources outside the project limits. If material is imported or on site topsoil removed, Contractor shall import amended topsoil or provide amendment to on s ite soils. Amendment shall be weed-free compost incorporated at a rate of 3 cubic yards per 1,000 square feet of planted space. PART 3 - EXECUTION 3.01 GENERAL A. All fine grading and corresponding construction shall be performed as specified herein, and the completed work shall conform to the required lines, grades, and cross sections of the plans. Where topsoil has been lost to erosion or construction operations, it shall be replaced. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 – SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 31 21 00 FINE GRADING _________________________________________________________________________________________________________ Issue for Design Review: 31 21 00 - 2 July 15, 2013 Ripley Design 3.02 ALLOWABLE DEVIATION A. The maximum allowable deviation from the required finished grades of a line or plane shall be a slope (gradient) of plus or minus 0.5% in a hor izontal dimension of eight (8') feet maximum. This shall be field tested by using an ei ght (10') foot long straight edge. If the surface has a deviation of more than one-half inch (1/2") above or below the midpoint of the straight edge when its ends rest on high or low points, the finished grade will be unsatisfactory and shall be immediately corrected. B. Surface gradients and flowlines may be similarly checked by the use of string lines and survey instruments. The Owner's Representative will be t he judge of whether deviations from the designed gradients are acceptable or not. 3.03 LIMITS OF WORK A. The limits of areas to be fine graded shall generally correspond to the areas to be planted in turfgrass and to the areas to be paved. On this project, the entire area within the limits of the work shall be fine graded. 3.04 SEQUENCE OF WORK A. Fine grading will not begin until all underground installations are complete, in place, tested to be working properly, and properly backfilled. Fine grading will not be attempted until construction which involves heavy vehicles is complete. Such vehicles cause rutting and over compaction. B. If topsoil has been lost to erosion or construction operations it shall be replaced. If not recoverable on the site, topsoil shall be provided from an off-site source as "imported topsoil." C. After fine grading is accomplished, it shall be the Contractor's responsibility to protect all fine graded areas from vehicular traffic or other disruptive activities. Damages to the fine graded surfaces will be restored to a satisfactory condition as prescribed herein until the job is finished and accepted. D. Lawn Areas and Other Areas to be planted in Turfgrass: Fine grading shall be performed as a final step after replacing topsoil and i nstalling the irrigation system and preparing the soil for planting. See Section 32 93 00 PLANTING. 3.05 FINE GRADING OPERATIONS A. As a minimum, the following measures will be executed in the accomplishment of fine grading on athletic field areas and other areas to be planted in turfgrass. The Contractor may elect to use additional or supplemental measures to accomplish fine grading. B. In place topsoil shall be used, or replacement topsoil shall first be pl aced and compacted to normal density at a dept h of six (6") inches and shall be rough graded to within 0.05 foot of finished grade. C. Fine grading will be executed with any or all of the following or other appropriate machinery: lightweight road grader, tractor box blade, discing machinery, weighted spike harrow, and weighted drags. Bull dozer blades or front end loader buckets are not acceptable devices for fine grading operations. D. It is anticipated that some areas of topsoil may become overcompacted and resistant to proper grading. Such areas will be loosened and pulverized with discing machinery and will then be recompacted to normal density before fine grading. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 – SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 31 21 00 FINE GRADING _________________________________________________________________________________________________________ Issue for Design Review: 31 21 00 - 3 July 15, 2013 Ripley Design 3.06 ACCEPTABILITY A. Satisfactorily fine graded areas shall be t rue in plane, even in gradient (slope), uniform in surface texture, and of normal compaction. Areas of loose granular soil pockets interspersed with overcompacted soils are not acceptable. Fine graded areas for turfgrass will promote complete surface drainage, will be ready for turfgrass planting. B. The Owner's Representative will perform instrumented checks of final grade stakes and surface gradients as he deems proper and necessary. Unsatisfactory areas will be r egraded and corrected until they are acceptable. The Owner's Representative will be the judge of whether fine graded areas are acceptable or not. 3.07 EROSION CONTROL THROUGH COMPLETION OF PROJECT A. The Contractor is responsible for the maintenance of all finished surface gradients in the project until the project is declared complete. However, the project will not be complete until other work is complete and all areas within the project limits are satisfactorily fine graded and all turfgrass planting areas have been established with a unif orm stand as specified. The Contractor will maintain erosion control measures over the entire area of the project up until final acceptance of the project by the Owner. 3.08 DENSITIES A. Topsoil: Densities of fine graded topsoil areas shall be at a maximum ninety-five percent (95%) of Standard Density ASTM D 698 with minus one to plus four percentage points above that of optimum moisture content (-1 to +4). C. Other Subgrades in General: Earth embankment shall be c ompacted in lifts at a minimum ninety-five (95%) percent of Standard AASHTO Density with the moisture content between minus one to plus four percentage points above that of optimum (-1 to +4) 3.09 TESTING A. The Owner shall pay for all field and compaction tests to determine compliance of subgrade preparation in accordance with the specifications. END OF SECTION TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 – EXTERIOR IMPROVEMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 12 16 ASPHALT PAVING ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 32 12 16 - 1 Ditesco SECTION 32 12 16 – ASPHALT PAVING/PATCHING PART 1 - GENERAL 1.1 SECTION INCLUDES A. Asphaltic concrete patching over prepared subgrade and/or base course B. Repair of existing roads damaged during construction 1.2 RELATED SECTIONS A. None 1.3 REFERENCES A. ASTM C29—Unit Weight and Voids in Aggregate B. ASTM C88—Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate C. ASTM C117—Materials Finer than No. 200 Sieve in Mineral Aggregates by Washing D. ASTM C128—Specific Gravity Test and Absorption of Fine Aggregate E. ASTM C131—Resistance to Degradation of Small Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. F. ASTM C136—Sieve or Screen Analysis of Fine and Coarse Aggregates G. ASTM D4—Bitumen Content H. ASTM D5—Penetration of Bituminous Materials I. ASTM D70—Specific Gravity of Semi-Solid Bituminous Materials J. ASTM D93—Flash Point by Pensky-Martens Closed Tester K. ASTM D113—Ductility of Bituminous Materials L. ASTM D1188—Bulk Specific Gravity of Compacted Bituminous Mixtures M. ASTM D1559—Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus N. ASTM D2041—Theoretical Maximum Specific Gravity of Bituminous Paving Mixtures O. ASTM D2170—Kinematic Viscosity of Asphalts (Bitumens) P. ASTM D2172—Quantities Extraction of Bitumens from Bituminous Paving Mixtures Q. ASTM D2419—Sand Equivalent Value of Soils and Fine Aggregate TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 – EXTERIOR IMPROVEMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 12 16 ASPHALT PAVING ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 32 12 16 - 2 Ditesco R. ASTM D290—Bituminous Mixing Plant Inspection S. ASTM D946—Asphalt Cement for Use in Pavement Construction T. ASTM D692—Course Aggregate for Bituminous Paving U. ASTM D1073—Fine Aggregate for Bituminous Paving Mixtures V. MS-2—Mix Design Method for Asphalt Concrete and Other Hot Mix Types -The Asphalt Institute (AI) 1.4 SUBMITTALS A. Submit under provisions of Section 01 33 00 B. Samples: Provide samples of materials for laboratory testing and job-mix design for asphaltic concrete paving section C. Test Reports: Submit laboratory reports for the following materials tests 1. Coarse and fine aggregate from each material source and each required grading: a. Sieve analysis: ASTM C136 (AASHTO T19) b. Unit weight of slag: ASTM C29 (AASHTO T19) c. Soundness: ASTM C88 (AASHTO T104) d. Sand equivalent: ASTM D2419 (AASHTO T176) e. Abrasion of coarse aggregate: ASTM C131 (AASHTO T96) 2. Asphalt cement for each penetration grade: a. Penetration: ASTM D5 (AASHTO T49) b. Viscosity (Kinematic): ASTM D2170 (AASHTO T201) c. Flash Point: ASTM D93 (AASHTO T48) d. Ductility: ASTM D113 (AASHTO T51) e. Solubility: ASTM D4 (AASHTO T44) f. Specific gravity: ASTM D70 (AASHTO T43) 3. Job-mix design mixtures for each material or grade: a. Bulk specific gravity for fine aggregate: ASTM C128 (AASHTO T84) 4. Uncompacted asphalt concrete mix: Maximum specific gravity ASTM D2041 (AASHTO T209) TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 – EXTERIOR IMPROVEMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 12 16 ASPHALT PAVING ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 32 12 16 - 3 Ditesco 5. Compacted asphalt concrete mix: a. Bulk density: ASTM D1188 (AASHTO T166) b. Marshall stability and flow: ASTM D1559 6. Density and void analysis: a. Provide each series of asphalt concrete mixture test specimens, in accordance with MS-2 b. Use Marshall method of mix design unless otherwise directed or acceptable to Engineer 7. Sampling and testing of asphalt concrete mixtures for quality control during paving operations: a. Uncompacted asphalt concrete mix: 1) Asphalt cement content: ASTM D2172 (AASHTO T164) 2) Penetration of recovered asphalt cement: ASTM D5 (AASHTO T49) 3) Ductibility of recovered asphalt cement: ASTM D113 (AASHTO T51) b. Compacted asphalt concrete mix: 4) Bulk density: ASTM D1188 (AASHTO T166) 5) Marshall stability and flow: ASTM D1559 c. Perform at least one test for each day's paving 8. Asphalt plant inspection: ASTM D290 1.5 DELIVERY, STORAGE AND HANDLING A. Deliver, store, protect, handle and place materials under provisions of Larimer County Urban Area Street Standards (LCUASS) – City of Fort Collins applicable sections. B. Transport mixture from mix plant in trucks with tight, clean, non-sticking compartments. Coat hauling compartments with lime-water mixture to prevent sticking. Elevate and drain compartment of excess solution before loading mix. C. Cover to protect from weather and prevent loss of heat when temperature is below 50 F. D. Provide insulated truck beds during temperature below 50 F on long distance deliveries. 1.6 ENVIRONMENTAL REQUIREMENTS A. Do not apply when underlying surface is muddy, frozen or wet. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 – EXTERIOR IMPROVEMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 12 16 ASPHALT PAVING ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 32 12 16 - 4 Ditesco B. Do not place by spreading and finishing machine tack coat or asphaltic cement when temperature is below 45°F and falling. Place when above 40°F and rising. C. Do not apply pavement marking paint within 8 hours of fog or rain or when below 40 F. D. Provide flagmen, barricades, warning signs, and warning lights for movement of traffic and safety and to cause the least interruption of work. 1.7 QUALITY ASSURANCE A. Comply with all applicable requirements of Larimer County Urban Area Street Standards (LCUASS). PART 2 - PRODUCTS 2.1 MATERIALS A. Asphaltic Cement: ASTM D946, AC10 or AC20 grade determined by design mix, homogeneous, free from water, no t endency to foam when heated to 347 F, and per CDOT Standard Section 702. B. Aggregate for Asphaltic Concrete: 1. Sound, angular crushed stone, crushed gravel, or crushed slag: ASTM D692. 2. Sand, stone, or slag screening: ASTM D1073. 3. Provide aggregate in gradations for courses to comply with Class S and SG, Colorado Department of Transportation, ASTM C136. 4. Percent wear: ASTM C131, less than 45 for aggregates retained in #10 sieve. C. Tack Coat: Emulsified asphalt: SS-1 or CSS-1h, ASTM D977. 2.2 MIXES A. Determine design mix based upon aggregates furnished: 1. Test mix by independent laboratory at Contractor's expense 2. Grade dependent on temperature during placement 3. Submit mix designs under provisions of Section 01 33 00 for review and acceptance by Engineer B. Submit mix design consistent with LCUASS Standards TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 – EXTERIOR IMPROVEMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 12 16 ASPHALT PAVING ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 32 12 16 - 5 Ditesco 2.3 ACCESSORIES A. Pavement Marking—Replace all pre-construction pavement marking materials as identified below: 1. FS TT-P-115, Type I Alkyd, yellow color meeting requirements of CDOT Standard Specification 708. 2. Preformed plastic marking material or reflectorized paint shall be used for all pavement marking. 3. Furnish paint with a no -pick-up maximum drying time of 20 m inutes, when tested according to ASTM D711 using a wet film thickness of 0.015" when tested and applied at 77 F PART 3 - EXECUTION 3.1 PREPARATION A. Prepare subgrade to achieve 95% SPD or otherwise indicated. B. Loose and Foreign Material: 1. Remove loose and foreign material from compacted subgrade surface immediately before application of paving. Clean surface with mechanical sweeper, blowers, or hand brooms, until surfaces are free from dust C. Tack Coat: 1. Dilute material with equal parts of water and appl y to contact surfaces of previously constructed asphaltic concrete or portland cement concrete and surfaces 2. Apply at rate of 0.05 to 0.15 gallons per square yard of surface 3. Apply tack coat by brush to contact surfaces of curbs, gutters, manholes, and ot her structures projecting into or abutting asphaltic concrete pavement 4. Allow surfaces to dry until material is at condition of tackiness to receive pavement 5. Where asphaltic concrete will adhere to surface, tack coat may be eliminated by Engineer 3.2 RING/FRAME ADJUSTMENTS A. Set ring/frames of subsurface structures to final grade as a portion of this work, include existing ring/frames and new ring/frames furnished under other work of project B. Placing Ring/Frames: 1. Surround ring/frames set to elevation with a ring of compacted asphalt concrete base prior to paving. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 – EXTERIOR IMPROVEMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 12 16 ASPHALT PAVING ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 32 12 16 - 6 Ditesco 2. Place asphalt concrete mixture up to 1 inch below top of ring/frame, slope to grade, and compact by hand tamping. C. Adjust frames to proper position to meet paving. D. If permanent covers are not in place, provide temporary covers over openings until completion of rolling operations. E. Set ring/frames to grade, flush with surface of adjacent pavement. Maximum ring grade below pavement shall be ¼”. 3.3 PREPARING THE MIXTURE A. Comply with ASTM D995 for material storage, control, and mixing and for plant equipment and operation. B. Stockpile: 1. Keep each component of the various sized combined aggregates in separate stockpiles. 2. Maintain stockpiles so that separate aggregate sizes will not be intermixed and to prevent segregation. C. Heating: 1. Heat the asphalt cement at the mixing plant to viscosity at which it can be unif ormly distributed throughout mixture. 2. Use lowest possible temperature to suite temperature viscosity characteristics of asphalt. 3. Do not exceed 350 F. D. Aggregate: 1. Heat-dry aggregates to acceptable moisture content. 2. Deliver to mixer at recommended temperature to suite penetration grade and viscosity characteristics of asphalt cement, ambient temperature, and workability of mixture. 3. Accurately weigh or measure dry aggregates and weigh or meter asphalt cement to comply with job-mix formula requirements. E. Mix aggregate and asphalt cement to achieve 90-95 percent coated particles. 3.4 EQUIPMENT A. Bituminous Pavers: Self-propelled, spreads without tearing surfaces, and controls pavement edges to true lines without use of stationary forms. B. Rolling Equipment: TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 – EXTERIOR IMPROVEMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 12 16 ASPHALT PAVING ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 32 12 16 - 7 Ditesco 1. Steel-wheel roller: Self-propelled, contact pressure of 250 to 350 psi per inch of width of roller wheel, equipped with adjustable scrapers and means for keeping wheel wet to prevent mix from sticking. 2. Pneumatic-tired rollers: Self-propelled, contact pressure under each tire of 85 to 110 psi, wheels spaced so that one pass will accomplish one complete coverage equal to rolling width of machine, oscillating wheels. Remove and replace immediately tires picking up fines. C. Hand Tools: Provide rakes, lutes, shovels, tampers, smoothing irons, pavement cutters, portable heaters, and other miscellaneous small tools. 3.5 PLACING THE MIX A. Place asphalt concrete mixture on pr epared surface, spread and strike-off using paving machine. B. Maximum thickness per laying course: 2" Grading S, 4” Grading SG. C. Minimum temperature of 225°F at time of placement. D. Inaccessible and small areas may be placed by hand. E. Conform to the grade, cross section, finish thickness, and density indicated. F. Paver Placing: 1. Unless otherwise directed, begin placing at high side on one-way slope and i n direction of traffic flow. 2. After first strip has been placed and rolled, place succeeding strips and extend rolling to overlap previous strips. 3. Place mixture in continuous operation as practicable. G. Hand Placing: 1. Spread, tamp, and f inish mixing using hand tools in areas where machine spreading is not possible as acceptable to Engineer. 2. Place mixture at a rate that will insure handling and compaction before mixture becomes cooler than acceptable working temperature. H. Joints: 1. Construct joints to have same texture, density, and smoothness as adjacent sections of asphalt concrete course. 2. Clean contact surfaces free of sand, dirt, or other objectionable material and apply tack coat. 3. Offset transverse joints in succeeding courses not less than 24 inches. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 – EXTERIOR IMPROVEMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 12 16 ASPHALT PAVING ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 32 12 16 - 8 Ditesco 4. Cut back edge o f existing pavement or previously placed course to expose an e ven, vertical surface for full course thickness. 5. Offset longitudinal joints in succeeding courses not less than 6 inches. 6. When the edges of longitudinal joints are irregular, honeycombed or inadequately compacted, cut back unsatisfactory sections to expose an ev en, vertical surface for full course thickness. 3.6 COMPACTING THE MIX A. Provide pneumatic and s teel-wheel type rollers to obtain the required pavement density, surface texture and ride-ability. B. Begin rolling operations when the mixture will bear weight of roller without excessive displacement. C. Do not permit heavy equipment, including rollers to stand on finished surface before it has thoroughly cooled or set. D. Compact mixture with hot hand tampers or vibrating plate compactors in areas inaccessible to rollers. E. Breakdown Rolling: 1. Accomplish breakdown or initial rolling immediately following rolling of transverse and longitudinal joints and outside edge. 2. Operate rollers as close as possible to paver without causing pavement displacement 3. Check grade and smoothness after breakdown rolling. 4. Repair displaced areas by loosening at once with lutes or rakes and f illing, if required, with hot loose material before continuing rolling. F. Second Rolling: 1. Follow breakdown rolling as soon as possible, while mixture is hot and in condition for compaction. 2. Continue second rolling until mixture has been thoroughly compacted. G. Finish Rolling: 1. Perform finish rolling while mixture is still warm enough f or removal of roller marks by combination of steel and pneumatic rollers. 2. Continue rolling until roller marks are eliminated and course has attained specified density, and required surface texture and surface tolerances. H. Patching: 1. Remove and replace defective areas. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 – EXTERIOR IMPROVEMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 12 16 ASPHALT PAVING ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 32 12 16 - 9 Ditesco 2. Cut-out and fill with fresh, hot asphaltic concrete. 3. Remove deficient areas for full depth of course. 4. Cut sides perpendicular and parallel to direction of traffic with edges vertical. 5. Apply tack coat to exposed surfaces before placing new asphaltic concrete mixture. 6. Compact by rolling to specified surface density and smoothness. 3.7 REPAIRING EXISTING ASPHALTIC CONCRETE SURFACES A. Cut sides of pavement area to be replaced perpendicular and parallel to direction of traffic. B. Subbase preparation: 1. Scarify below existing subbase to 8" depth or greater 2. Grade subbase to match existing subbase depth and required elevation 3. Obtain optimum moisture content 4. Compact subbase to 98 percent maximum density, ASTM 698 C. Paving: 1. Apply tack coat against all abutting vertical concrete or bituminous surfaces as specified herein 2. Place and c ompact asphalt concrete mixture in two equal layers to match the existing elevation and the total compacted thickness 3. Apply asphalt emulsion tack coat between pavement layers as specified D. Compact mix as specified 3.8 MARKING ASPHALTIC CONCRETE PAVEMENT A. Remove dirt, sand, gravel and oil B. Cure asphaltic concrete before painting C. Apply paint with pressurized, self-contained paint machine D. Apply in straight line 2-6 inches wide E. Lay out markings with guide lines, templates and forms F. Apply at 1 gallon per 105 square foot G. Provide qualified technician for supervision TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 – EXTERIOR IMPROVEMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 12 16 ASPHALT PAVING ____________________________________________________________________________________ Issue for Bidding: July 15, 2013 32 12 16 - 10 Ditesco 3.9 FIELD QUALITY CONTROL A. Field testing provided by Owner. B. Final surfaces of uniform texture, conforming to required grades and cross sections. C. Test in-place for density, thickness, and surface smoothness. D. Take not less than 4 i nch diameter pavement specimens for each completed course from locations as directed by Engineer if required to confirm total thickness or for additional testing purposes E. Repair holes from test specimens as specified for patching defective work F. Minimum acceptable density of in-place course materials is 97 per cent of the recorded laboratory specimen density. For each laying course: perform two tests for under 400 SY of material in place. Immediately re-compact asphaltic concrete not conforming to acceptable density. Remove and replace all sections not in conformance density requirements G. Thickness: Variations from Drawings 1. Total depth: 1/4 inch 2. Remove and replace paving less than minimum thickness H. Surface Smoothness: 1. Test using a 10 foot straight edge applied parallel to any direction 2. Advance straight edge five feet, maximum 1/4 inch per foot from nearest point of contact 3. Do not permit pockets or depressions where water may pool 4. Remove and r eplace areas, deficient in smoothness. O verlay corrections may be permitted only if acceptable to Engineer 3.10 CLEANING A. After completion of paving operations, clean surfaces of excess or spilled asphalt materials to the satisfaction of Engineer 3.11 PROTECTION OF FINISHED WORK A. After final rolling, do not permit vehicular traffic on asphalt concrete pavement until it has cooled and hardened and in no case sooner than 6 hours B. Provide barricades and warning devices as required to protect pavement and general public END OF SECTION 32 12 16 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 – EXTERIOR IMPROVEMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 14 00 UNIT PAVING _________________________________________________________________________________________________________ Issue for Bidding: 32 14 00 - 1 July 15, 2013 Ripley Design SECTION 32 14 00 - UNIT PAVING PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Stone pavers set in aggregate setting beds. 2. Crusher fines paving. 3. Aluminum edge restraints. 1.2 SUBMITTALS A. Samples for stone paving and crusher fines 1.3 QUALITY ASSURANCE 1.4 PROJECT CONDITIONS A. Cold-Weather Protection: Do not use frozen materials or build on f rozen subgrade or setting beds. PART 2 - PRODUCTS 2.1 STONE PAVING A. Cobble Pavers: Colorado River Flats 1. Supplier: Rifle Creek Stone, (970) 625-3598 B. Cut Sandstone Pavers: Buff Colorado Sandstone, Lyons Red Sandstone 1. 2” thick x 18 inches x 18 inches C. Flagstone Pavers: Buff Colorado Sandstone 1. 2” thick x 18 inches (min.) x 18 inches (min.) sizes vary, do not vary widths more than 25% 2.2 ACCESSORIES A. Aluminum Edge Restraints: 1. Brickstop Original aluminum paver edging, L-shape, 1-800-565-2599, www.brickstopedge.com 2. Install per manufacturer’s specifications TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 – EXTERIOR IMPROVEMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 14 00 UNIT PAVING _________________________________________________________________________________________________________ Issue for Bidding: 32 14 00 - 2 July 15, 2013 Ripley Design 2.3 AGGREGATE SETTING-BED MATERIALS A. Graded Aggregate for Base: Sound, crushed stone or gravel complying with ASTM D 448 for Size No. 8 ASTM D 2940, base material B. Sand for Leveling Course: Sound, sharp, washed, natural sand or crushed stone complying with gradation requirements in ASTM C 33 for fine aggregate. C. Drainage Geotextile: Nonwoven needle-punched geotextile made from polyolefins or polyesters; with elongation greater than 50 percent; complying with AASHTO M 288 and the following: 1. Apparent Opening Size: No. 40 sieve, maximum; ASTM D 4751. 2. Permittivity: 0.5 per second, minimum; ASTM D 4491. 2.4 POLYMERIC SAND MATERIALS A. HP2 Polymeric Jointing Sand, by: Techniseal, 1-800-465-7325,www.techniseal.com B. Color: Tan 2.5 CRUSHER FINES PAVING A. Crusher fines paving shall be 3/8" minus limestone chips which are the undersize waste from gravel crushing. The gravel shall contain sufficient fines and soil so that it readily compacts in place to form a hardened/stable surface. 1. Material is available from: Mr. Jim Brownhill Colorado Lein 16250 North Highway 287 Livermoore, CO 80536 303/493-6294 Color: Tan/Buff PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Joint Pattern: see plan details B. Tolerances: 1. Do not exceed 1 inch for Cobble Pavers 2. Do not exceed 1/2 inch joint width for Flagstone Pavers 3. Do not exceed 1/4 inch joint width for Cut Sandstone Pavers 4. Maintain 2% min. cross slope on paver surfaces TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 – EXTERIOR IMPROVEMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 14 00 UNIT PAVING _________________________________________________________________________________________________________ Issue for Bidding: 32 14 00 - 3 July 15, 2013 Ripley Design C. Provide brickstop edge restraint as indicated for Cobble Pavers only. Provide specified landscape edger for Crusher Fines Paving edge restraint (see 32 93 00 P lanting). Install edge restraints before placing unit pavers. 3.2 AGGREGATE SETTING-BED APPLICATIONS A. Compact soil subgrade uniformly to at least 95 percent of ASTM D 1557 laboratory density. B. Place aggregate base, compact by tamping with plate vibrator, and screed to depth indicated. C. Place drainage geotextile over compacted base course, overlapping ends and edges at least 12 inches. D. Place leveling course and screed to a t hickness of 1 inch to 1-1/2 inches (see plan details), taking care that moisture content remains constant and den sity is loose and c onstant until pavers are set and compacted. E. Treat leveling course with herbicide to inhibit growth of grass and weeds. F. Set pavers with a minimum joint width of 1/4 inch being careful not to disturb leveling base. If pavers have spacer bars, place pavers hand tight against spacer bars. G. Vibrate pavers into leveling course with a l ow-amplitude plate vibrator capable of a 3500- to 5000-lbf compaction force at 80 to 90 Hz. H. Spread dry polymeric sand and fill joints immediately after vibrating pavers into leveling course. Vibrate pavers and add sand until joints are completely filled, then remove excess sand. Leave a slight surplus of sand on t he surface for joint filling. Install per drawing details and manufacturer’s specifications. END OF SECTION TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 – SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING _________________________________________________________________________________________________________ Issued for Bidding: 32 93 00 - 1 July 15, 2013 Ripley Design SECTION 32 93 00 – LANDSCAPING & PLANTING PART 1 - GENERAL 1.1 RELATED DOCUMENTS: A. Drawings and general provisions of the Contract, including General Conditions, apply to work of this section. 1.2 SUMMARY: A. Section Includes: 1. Planting of B&B, container plants, and miscellaneous landscape work as shown on the drawings 2. Plant Quality 3. Planting Seasons 4. Percolation tests and soil amendments 5. Inspections and guarantees 1.3 DEFINITIONS: A. Backfill: The earth used to replace or the act of replacing earth in an excavation. B. Drip Line: The area of ground surface defined between a tree’s trunk and the edge of the same tree’s canopy (upper branches of the tree). 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: Na tive or imported topsoil, manufactured topsoil, or surface soil modified to become topsoil; mixed with soil amendments. F. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill, before placing planting soil. G. Subsoil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organic matter and soil organisms. 1.4 SUBMITTALS: A. Product Data: Submit 2 copies of a list of all materials to be used in the planting operations, together with the source of those materials. B. Product Samples: Submit samples of specified mulch, soils test results, and planter mix. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 – SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING _________________________________________________________________________________________________________ Issued for Bidding: 32 93 00 - 2 July 15, 2013 Ripley Design C. Planting Schedule: Indicating anticipated planting dates for exterior plants. 1.5 INSPECTIONS: A. Pre-Planting Inspection: 1. All plant materials must be inspected at the place of growth and/or on the project site before planting commences. Plants shall be inspected for size, variety, condition, defects or injury. T he owner’s representative reserves the right to reject unsatisfactory plant material at any time during the work. 2. Notify the owner’s representative of the source of material no l ater than 30 days after award of the contract. 3. All fertilizers, pre-mixed backfill mixes, mulches and soil amendments will be inspected at the site by the owner’s representative before they are used in planting operations. B. Planting Inspections: 1. The owner’s representative shall inspect the staked location of all trees before digging for those trees occurs. 2. The owner’s representative shall inspect container stock with said plants set on t he ground at the proposed locations before digging commences. C. Pre-Maintenance Inspection: 1. As soon as all planting is completed, a p lanting review and preliminary inspection to determine the condition of the plantings will be held by the owner’s representative upon request of the contractor. 2. The contractor shall have all planting areas free of weeds and neatly cultivated. All plant basins shall be in good repair. Irrigation systems shall be fully operational with all heads properly adjusted. All debris and li tter shall be cleaned of soil and debr is left from planting operations. The inspection shall not occur until these conditions are met. 3. If, after the inspection, the owner’s representative is of the opinion that all work has been performed as per the contract documents, and that all plant materials are in satisfactory growing condition, he will give the contractor written notice of acceptance and the 60 day maintenance period shall begin. 4. Work requiring corrective action in the judgment of the owner’s representative shall be performed within the first ten (10) days of the maintenance period. Any work not performed within this time will necessitate an equiv alent extension of the maintenance period. Cor rective work and m aterials replacement shall be i n accordance with the contract documents, and shall be made by the contractor at no cost to the owner. D. Final Inspection: 1. At the completion of the maintenance period, the final inspection shall be performed. 2. If, after the inspection, the owner’s representative is of the opinion that all work has been performed as per the contract documents, and that all plant materials are in satisfactory growing condition, he will give the contractor written notice of acceptance and completion of the formal maintenance period. 3. Final approval will not be given until all deficiencies are corrected. 1.6 GUARANTEE: A. All trees, shrubs, perennials, and other plant materials except any annuals shall be guaranteed to take root and grow and thrive for a period of 2 years after final acceptance of the work. B. Any trees, shrubs or evergreens that die back and l ose the form and size originally specified shall be replaced, even though they have taken root and are growing after the dieback. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 – SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING _________________________________________________________________________________________________________ Issued for Bidding: 32 93 00 - 3 July 15, 2013 Ripley Design C. Within 15 day s of written notification by the owner, remove and r eplace all guaranteed plant materials, which for any reason, fail to meet requirement of guarantee. Replacement planting for trees shall be done i n the spring planting season only, except as approved otherwise. Replacements shall be made to same specifications required for original materials and shall carry the same guarantee from the time they are replaced. 1.7 QUALITY ASSURANCE: A. Tagging: Tag all woody plants clearly identifying species. Identify herbaceous plants in flats or pots with plant stakes or labels, individually or in groups (flats of same species). B. Quality: 1. All plants will have well formed buds with size normal for the species. Growth increments of shoots for the previous year shall be of a length that is consistent with normal growth for that season. 2. Plant material shall be furnished in quantities required to complete work as indicated on the Drawings and shall be of species, varieties, sizes, etc., as specified. 3. All plants shall be free of harmful insects, mites, disease, and m echanical injuries to trunks and major scaffold branches. 4. Conform to the requirements of the Colorado Nursery Act. 5. The plants supplied under these specifications shall consist of plants coming from propagation houses, beds, frames or nurseries. “Collected stock” will not be accepted unless specified or as an appr oved substitute. All plants shall conform to the latest Colorado Standards for Nursery Stock, Colorado Department of Agriculture. C. Substitutions: Will be allowed only when specified material is proved unavailable and only with approval of the owner’s representative. P roposals will be c onsidered for use of nearest equivalent size and variety with the equitable adjustment to the Contract price. D. Contractor Qualifications: The work of this section shall be performed by an experienced landscape Contractor having not less than 5 years successful experience in landscape projects of similar size and scope as this project. E. Contactors Field Supervision: Maintain an experienced full-time supervisor on t he Project site during times that landscaping work is in progress who is a c ertified Landscape Technician (CLT). F. Growing Areas: 1. Provided trees and shrubs grown in one of the following areas: a. Colorado Grown: Trees and shrubs grown in Colorado nursery fields for major portion of plant life. b. Out of State Container Grown: Plants from hardiness zones other than 1 through 5 that have been acclimated to site conditions at the time of planting. c. Northern Grown: Trees and shrubs grown in nurseries for at least one y ear in USDA Hardiness Zones 1-4. G. Planting Season: Unless otherwise agreed by Owner’s Representative, balled and burlapped and machine-dug trees shall be planted in one of two planting seasons within a calendar year, namely, when plants are dormant in early spring and early fall no later than mid-October. Either of these seasons shall comprise that period of time in spring or fall that favors the recovery of plants from transplanting and encourages that resumption of healthy growth at the planting site. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 – SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING _________________________________________________________________________________________________________ Issued for Bidding: 32 93 00 - 4 July 15, 2013 Ripley Design H. Inspection: The Owner’s Representative reserves the right to inspect trees and shrubs either at place of growth or at site before planting, for compliance with requirements for name, variety, size, and quality. All plant material must be acceptable to the Owner’s Representative. I. Pre-Planting inspection: Owner’s Representative will stake locations and tag-rejected materials. J. Topsoil Analysis: Furnish soil analysis by a qualified soil-testing laboratory. 1. Report suitability of topsoil for plant growth. State-recommended quantities of nitrogen, phosphorus, and potash nutrients and soil amendments to be added t o produce satisfactory topsoil. 1.8 DELIVERY, STORAGE, AND HANDLING: A. All plants shall be dug to conform to the minimum standards set forth in the most current Rules and Regulations to the Colorado Nursery Act (as amended). All plants shall be s tored and shipped under conditions of temperature, light and moisture sufficient to maintain the continuing viability and vigor of the stock so that it will grow in a f orm characteristic of the species when planted and given appropriate after-planting care. B. The root system shall be kept moist and plants shall be protected from adverse conditions due to climate and transportation, between the time they are dug and actual planting. C. Schedule and coordinate delivery and planting with other landscape work in such a manner that plants will not be in a s ite holding area more than one day prior to planting unless special arrangements are made to care for and secure unplanted material. D. Do not prune trees and shrubs before delivery. 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 and handling. 1.9 PROJECT CONDITIONS: A. Open Holes or Pits: No Ho le or pit shall remain open without safety devices to protect the Owner from liability for personal injury. B. Preservation of Properties: The Contractor shall be responsible for the preservation of all public or private property including: existing trees, shrubs, turf, fences, and other landscape features. If any direct or indirect damage or injury is done to public or private properties by or on account of any act, omission, neglect or misconduct in the execution of the work, on the part of the Contractor, such property shall be restored by the Contractor, at his expense. Restoration shall be to a condition similar or equal to that existing before such damage or injury in such other manner as may be acceptable to the Owner. C. Utilities: Locate underground utilities and per form work in a manner to avoid damage. Hand excavate as required. Maintain stakes until removal is approved. D. Excavation: During excavation when conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions, or other obstructions, notify the Owner’s Representative before planting. All excavation within existing tree drip line areas shall be TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 – SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING _________________________________________________________________________________________________________ Issued for Bidding: 32 93 00 - 5 July 15, 2013 Ripley Design performed with hand tools. Excavation shall avoid damage to existing tree roots. Adjust depth of excavation as necessary to avoid tree root damage. E. Protection of Persons and Property: Barricade open excavations occurring as part of this work and post warning lights. O perate warning lights as recommended by authorities having jurisdiction. 1.10 COORDINATION AND SCHEDULING: A. Plant trees and shrubs after final grades are established and prior to planting of lawns, unless otherwise acceptable to the Owner’s Representative. If planting of trees and shrubs occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting from planting operations. B. Coordinate planting and schedule with installation of irrigation system to ensure that neither operation will damage the other. Insure system is operating to provide adequate water. PART 2 - PRODUCTS 2.1 SOIL AMENDMENTS / FERTILIZERS / MULCHES: A. Compost: A1 Organics (970-454-3492) Premium 3, or approved equal. B. Peat Moss: F ree from lumps, stones or other foreign matter. Free from mineral matter or chemical composition harmful to plant life. Acid reaction of 3 to 5 pH. Shall contain no less than 60% organic matter by weight on an oven-dry basis. Submit analysis as required by 1.04. C. Top Soil: On-site topsoil (located in stockpile on-site) for use in backfill mix. D. Fertilizers: 1. Tablets for tree and shrub planting - "The Pill" by Agriform with 20-10-5 analysis, 21 gram size or equal. 2. Fertilizers for grass (sod), shrub, and tree planting shall be commercial type of uniform composition, free flowing, and c onforming to the applicable State and F ederal laws. Submit manufacturer's guaranteed analysis as required in 1.03. Guaranteed analysis shall be designed to conform with amendment requirements given in Part 3, "Execution." E. Mulches: 1. Washed River Rock Cobble Mix (Mix per ratio below): a. 30%: 3/8” Pea Gravel by Pioneer Sand and Gravel (970 223 4505) b. 30%: 2” to 4” Horizon by Pioneer Sand and Gravel (970 223 4505) c. 40%: 1½” Local River Rock by Pioneer Sand and Gravel (970 223 4505) 2. Wood Mulch: a. Wood Mulch shall be shredded b. Mulch shall be free of noxious weed seed, fungus, disease, and all foreign material harmful to plant life. Submit sample. Ch ipper chips, pole peelings, or other angular bark chips are not acceptable Spruce Mulch (Pioneer, 970 223 4505) or approved equal. Or to be supplied by City of Fort Collins Forestry Department, contractor will be r esponsible for hauling and di stributing provided material from Forestry storage yard to site. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 – SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING _________________________________________________________________________________________________________ Issued for Bidding: 32 93 00 - 6 July 15, 2013 Ripley Design F. Landscape Fabric: 4oz. per sq. yd spun (not woven) polypropylene fabric, Mirafi Mirascape or approved equal. Place weed barrier beneath all mulched areas except ground cover/perennial areas. G. Planter Mix: 1. Fafard 4P potting mix a. Canadian Sphagnum Peat Moss (45%), b. processed pine bark, perlite, vermiculite, starter c. nutrients, wetting agent & Dolomitic limestone d. Bulk density: 12 to 15 lbs. e. pH range: 5.5 to 6.5 after wetting. 2. American Clay Works 857 Bryant Street Denver, CO 80204 (303) 534-4044 2.2 TOPSOIL: A. Topsoil: Where imported topsoil is required or used, it shall be a loam, sandy loam, clay loam, and sandy clay loam as designated in the Standard Soil Texture Chart. Imported topsoil will be paid for at the unit price included on the bid schedule for the contract. At least ten (10) days prior to the topsoil delivery, notify the Owner’s Representative of the source(s) from which the topsoil is to be furnished. Topsoil shall be furnished by the Contractor and shall be a nat ural, friable soil representative of productive soils in the vicinity. It shall be obtained from the top six inches (6”) of “A” horizon soils in well-drained areas, and shall be free of admixture of subsoil, large clods, foreign matter, objects larger than one inch in any dimension, toxic substances, and any material or substances that may be harmful to plant growth including natural soils. Provide horticulture soils analysis on all imported topsoil. B. Topsoil delivered to the site shall have an acidity range of pH 6.0 to 7.5 and shall contain not less than three percent (3%) organic matter as determined by loss on ignition of moisture-free samples dried at 100° Centigrade. Topsoil shall have salt less than 2 mmhos/cm and a sodium absorption ratio of less than twelve (12). Provide topsoil from loam, silt loam, clay loam or sandy loam texture classifications from Standard Soil Texture Chart to meet the following requirements: loam – less than sixty percent (60%); more than forty percent (40%); silt – more than seventy percent (70%); clay – less than thirty percent (30%). C. The Owner’s Representative reserves the right to inspect imported topsoil at its source to determine whether or not it meets the requirements specified and to approve the depth to which it may be stripped. The Contractor shall submit a two (2) gallon sample of proposed topsoil to the Owner’s Representative a minimum of to (2) weeks prior to delivery of topsoil on the site. Sample shall be collected from a minimum of five (5) random areas of the topsoil source and shall be thoroughly mixed as one (1) sample. D. Imported topsoil shall meet the following mechanical analysis: Passing % Retained % 1 inch screen 100 0-0 ½ inch screen 97-100 0-3 No. 100 mesh sieve 60-40 40-60 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 – SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING _________________________________________________________________________________________________________ Issued for Bidding: 32 93 00 - 7 July 15, 2013 Ripley Design 2.3 BIORETENTION SAND MEDIA (RAIN GARDEN AREA): A. Bioretention Sand Media (BSM) shall be uniformly mixed, uncompacted, free of stones, stumps, roots, or other similar objects larger than two inches. No other materials or substances shall be mixed or dumped within the bioretention area that may be harmful to plant growth or prove a hindrance to the facility’s function and maintenance. B. BSM shall be free of plant or seed material of non-native, invasive species, or weeds. C. Fully mixed BSM shall be tested prior to installation and meet the following criteria: 1. P-Index of less than 30 2. pH of 5.5-6.5. Should pH f all outside of the acceptable range, it may be modified with lime (to raise) or iron sulfate plus sulfur (to lower). The lime or iron sulfate must be mixed uniformly into the BSM prior to use in the bioretention facility. 3. Cation Exchange Capacity (CEC) greater than 10 4. Phosphorous (Phosphate, P2O5) not to exceed 69 ppm 5. BSM that fails to meet the minimum requirements shall be replaced at the Contractor’s expense. D. BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of piles will not be allowed. Mixing of the BSM to a ho mogeneous consistency shall be done t o the satisfaction of the Owner. E. BSM MATERIALS: 1. Sand a. BSM shall consist of 60-70% sand by volume meeting ASTM C-33. 2. Shredded Paper: a. BSM shall consist of 5-10% shredded paper by volume. b. Shredded paper shall be l oosely packed, approximate bulk density of 50-100 lbs/CY. c. Shredded paper shall consist of loose leaf paper, not shredded phone books, and shall be thoroughly and mechanically mixed to prevent clumping. 3. Topsoil: a. BSM shall consist of 5-10% topsoil by volume. b. Topsoil shall be classified as sandy loam, loamy sand, or loam per USDA textural triangle with less than 5% clay material. c. Onsite, native material shall not be used as topsoil. d. Textural analysis shall be per formed on topsoil, preferably at its source, prior to including topsoil in the mix. e. Topsoil shall be f ree of subsoil, debris, weeds, foreign matter, and any other material deleterious to plant health. f. Topsoil shall have a pH range of 5.5 to 7.5 and moisture content between 25-55%. g. Contractor shall certify that topsoil meets these specifications. 4. Leaf Compost: a. BSM shall consist of 10-20% leaf compost by volume. b. Leaf compost shall consist of Class 1 organic leaf compost consisting of aged leaf mulch resulting from biological degradation and transformation of plant-derived materials under controlled conditions designed to promote aerobic decomposition. c. The material shall be w ell composted, free of viable weed seeds and contain material of a generally humus nature capable of sustaining growth of vegetation, with no materials toxic to plant growth. d. Compost shall be pr ovided by a l ocal US Composting Council Seal of Testing Assurance (STA) member. A copy of the provider’s most recent independent STA test report shall be submitted to and appr oved by the Owner prior to delivery of BSM to the project site. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 – SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING _________________________________________________________________________________________________________ Issued for Bidding: 32 93 00 - 8 July 15, 2013 Ripley Design e. Compost material shall also meet the following criteria: 1) 100 percent of the material shall pass through a 1/2 inch screen 2) PH of the material shall be between 6.0 and 8.4 3) Moisture content shall be between 35 and 50 percent 4) Maturity greater than 80 percent (maturity indicator expressed as percentage of germination/vigor, 80+/80+) 5) Maturity indicator expressed as Carbon to Nitrogen ration < 12 6) Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4 7) Minimum organic matter shall be 40 percent dry weight basis 8) Soluble salt content shall be no greater than 5500 parts per million or 0- 5mmhos/cm 9) Phosphorus content shall be no greater than 325 parts per million 10) Heavy metals (trace) shall not exceed 0.5 parts per million 11) Chemical contaminants: meet or exceed US EPA Class A standard, 40 CFR 503.13, Tables 1 & 3 levels 12) Pathogens: meet or exceed US EPA Class A standard, 40 CFR 503.32(a) levels 2.4 EDGING: A. Concrete header curb per plan details. 2.5 STEEL EDGING: A. ASTM A1011/A1011M, rolled edge, 4” x1/8”, standard steel edging fabricated in sections with loops stamped from or welded to face 30” apart to receive stakes. Provide factory painted steel with tamped steel stakes. Ryerson steel edging or equal with safety cap. 2.6 MATERIALS FOR STAKING AND GUYING: A. Stakes: 2” pealed wood posts. B. Flags: Provide standard survey’s plastic flagging tape 6” long. C. Ties: Fabric: Nylon or rubberized cloth straps, 2" x length required. D. Tree Wrap: Nurseryman’s standard crepe tree wrap tape not less than 4” wide, consisting of two layers of crinkled paper cemented together with bituminous material and with a stretch factor of 33%. E. Tree Guys: 1. Anchors: Metal T-posts, 2 feet long. 2. Wires: Galvanized 12-gauge wire. 3. Hose Collars: Fabric reinforced rubber hose: collar diameter 4. Cable Clamps: Galvanized. 5. Turnbuckles: 6" in open aluminum turnbuckle; eye and fittings 5/6" in diameter; 4-14" take-up. 2.7 BOULDERS & CRUSHER FINES: A. Granite River Boulders: TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 – SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING _________________________________________________________________________________________________________ Issued for Bidding: 32 93 00 - 9 July 15, 2013 Ripley Design 1. Size: per drawings 2. At least one dimension of boulder’s height, length and width shall meet minimum size requirement, remaining dimensions (height, length or width) shall be a m inimum 3/4 of required size. 3. River boulder must come from same source be i n the same color range and shall be presented to the landscape architect or owner’s representative for approval, prior to installation. B. Crusher Fines: 3/8” Minus, Color: Buff, Breeze, by Pioneer Sand and Gravel (970 223 4505) C. Sandstone Boulders: 1. Masonville Buff Sandstone Slabs 2. Minimum Size: per drawings 3. All boulders shall have seam or bed faces 2.8 TREE & SHRUB MATERIALS (>5#): A. Inspection: All plants shall be subject to inspection by a designated party prior to delivery if Owner/Representative so specifies. Plants that do not conform to specifications will be rejected and replaced at the expense of the Contractor. Plants that do not appear to conform to the Colorado Standards for Nursery Stock may be subject to official inspection by a representative of the Colorado Department of Agriculture. If any plant or plants are condemned by the Colorado Department of Agriculture, replacement with plants that conform to the Colorado Standards for Nursery Stock will be at the expense of the Contractor. B. Containers: All plants specified in containers shall be c ontainer-grown as defined by the Colorado Nursery Act. C. Balled and Burlapped: All plants specified as balled and burlapped (B&B), shall conform to or exceed the minimum sizes specified in the Colorado Nursery Act. No balled and bur lapped plant shall be accepted if the ball is broken or the trunk loose in the ball or viable roots exposed. D. Provide balled and burlapped, bare-root, container-grown trees as indicated on plant list. E. Shrub sizes indicated on Drawings are sizes after pruning. 2.9 SOD: A. Source: Commercial sod nursery; obtain the owner’s representative’s approval prior to delivery to site. B. Quality: Bluegrass sod shall be a blend of not less than three improved Kentucky Bluegrass varieties. Sod shall be healthy, field-grown sod, at least one year old, free from other grasses, weeds, insect eggs, diseases, stone and debris. Sod shall be a minimum of ¾” thick, harvested in rolls and delivered to the site within 24 hours of harvesting. C. Protection: Handle sod so that it is adequately protected at all times from drying out, exposure of roots to sun, and from other injury. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 – SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING _________________________________________________________________________________________________________ Issued for Bidding: 32 93 00 - 10 July 15, 2013 Ripley Design 2.10 GROUND COVER PLANTS (#1<): A. Ground Cover: Provide ground cover of species indicated, established and well rooted in pots or similar containers, and complying with the Colorado Nursery Act. PART 3 - EXECUTION 3.1 EXAMINATION: A. Preconstruction: Prior to any excavation, the proper authority shall identify all underground utilities. Landscape Contractor shall be r esponsible for the location and identification of such utilities and other obstructions. B. Inspection: Examine the substrate in which the work is to be performed. Do not proceed until unsatisfactory conditions have been corrected. C. Dimensions: A ll scaled dimensions are approximate. B efore proceeding with any work, carefully check and verify all dimensions and quantities and immediately inform the owner’s representative of any discrepancy between the drawings and/or specifications and actual conditions. D. Coordination: Coordinate work with other trades to insure proper sequencing of construction. 3.2 SOIL PREPARATION: A. Grades have been established under work of another Section to within 1", plus or minus, of required finished grades B. Weed and debris removal: All ground areas to be planted shall be cleaned of all weeds and debris prior to any soil preparation or grading work. Weeds and debris shall be disposed of off the site. . Verify that grades are within 1" plus or minus, of required finished grades. Notify the owner’s representative prior to commencing soil preparation work if existing grades are not satisfactory, or assume responsibility for conditions as they exist. C. Contaminated soil: Do not perform any soil preparation work in areas where soil is contaminated with cement, plaster, paint or other construction debris. Bring such areas to the attention of the owner’s representative and do not proceed until the contaminated soil is removed and replaced. Soil contaminated by chemical herbicides in parking area islands and plant areas shall be removed to a depth of 12" and replaced with soil. D. Moisture Content: Soil shall not be worked when moisture content is so great that excessive compaction will occur, nor when it is so dry that dust will form in the air or that clods will not break readily. Water shall be applied, if necessary, to bring soil to an optimum moisture content for tilling and planting. E. Soil Loosening: Soil in all planting areas shall be hand-cultivated to a depth of four (4") inches. Water shall be added and cultivating shall be continued until the entire specified depth is loose and friable. Hand-cultivate in all dr ip-line areas (see excavation for trees, shrubs and perennials). F. Percolation Tests: All debris, pavement, concrete, and rocks over 2" in diameter shall be removed from the site. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 – SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING _________________________________________________________________________________________________________ Issued for Bidding: 32 93 00 - 11 July 15, 2013 Ripley Design 1. Check soil conditions for adequate air and water movement using standard percolation test for each area of differing soil conditions. 2. If percolation tests indicate that soils are not suitable for planting, notify the Owner’s Representative before proceeding with planting. Provide required improvement for drainage. Cos ts for required improvements for drainage will be pai d for by Change Order. G. Location of Plants: Location of all plants shall be inspected per 1. 5, "Pre-Planting Inspections." Staking may be per formed by a r epresentative of the Owner, such as an Owner’s Representative or the originator of the plan, if the Owner so elects. Adjustment of plant locations to avoid existing tree roots is permitted, but overall plant quantities must be maintained unless approved by Owner’s Representative. Reductions in plant quantities may require a credit to the Owner. Plant reductions must be approved by the Owner’s Representative. H. Finish Grading: Grade planting beds to a smooth, uniform surface plane with loose, uniformly fine texture. Roll and rake, remove ridges, and fill depressions to meet finish grades. 3.3 SOIL CONDITIONING: A. After soil preparation has been completed and high and low spots graded, add 3 cubic yards of specified compost per 1,000 square feet and hand -till, making repeated passes with the cultivator to the depth specified until the amendments have been t horoughly mixed. S oil conditioning may be eliminated to dryland seed areas. 3.4 BIORETENTION SAND MEDIA: A. Placement Method 1. BSM material shall be spread evenly in horizontal layers. 2. Thickness of loose material in each layer shall not exceed 9-inches. 3. Compaction of BSM material is not required. 3.5 FINE GRADING: A. When weeding, soil preparation, and soil conditioning have been completed and soil has been thoroughly water; all planting areas should be smooth-graded, ready for placement of plant materials and for seeding and/or sodding. B. Grades: Finish grades shall conform to site grading plans and produce a smooth even surface without abrupt changes. Minor adjustments of finish grades shall be made at the direction of the owner’s representative, if required. C. Drainage: All grades shall provide for natural runoff of water without low spots or pockets. Flow-line grades shall be ac curately set and s hall not be l ess than 2% gr adient wherever possible. D. Shrub Areas: Finished grades shall be 1 ½” below top of adjacent pavement, edging, curbs, or wall, unless otherwise indicated on the drawings. E. Lawn Areas: Finished grade shall be ¾" below top of adjacent pavement, curbs, or edging. F. Slopes: Tops and toes of all slopes shall be rounded to produce a gradual and natural- appearing transition between relatively level areas and slopes. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 – SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING _________________________________________________________________________________________________________ Issued for Bidding: 32 93 00 - 12 July 15, 2013 Ripley Design 3.6 LAYING SOD: A. Apply controlled release fertilizer to the sod bed at the rate of 20 pounds per 1000 square feet of area. Roll the area to an evenly compacted firm soil bed. B. Moisten sod bed thoroughly. Lay sod smoothly, edge to edge, and with staggered joints. Butt edges tightly C. Water sod lightly as laying progresses to prevent drying of sod. . Lay within eight hours after delivery. Do not lay sod closer than 24" from the center of shrubs and 12" from the trunks of trees. D. After sod is laid, irrigate thoroughly so that water penetrates soil to a depth of 6". When surface of grass has dried, roll sod with a light roller diagonally, leveling irregularities and sealing joints. 3.7 PLANTING TREES AND SHRUBS: A. Bare Root Stock: Set bare root stock on cushion of planting soil mixture. Spread roots and carefully work backfill around roots by hand and puddle with water until backfill layers are completely saturated. Plumb before backfilling and maintain plumb while working back backfill around roots and placing layers above roots. Remove injured roots by cutting cleanly. B. Container Grown Stock: Set plants as specified for balled and bur lapped stock after removal from container. I n-ground fabric bag-grown stock shall meet the minimum fabric grown diameters stated in Section 26-2.13 Specifications for In-Ground Fabric bag-Grown Stock of the Colorado Nursery Act Rules and Regulations. C. Mechanical Spade Planting: Existing trees noted to be relocated on landscape plans shall be spade relocated or an alt ernate method approved by the City Forester. Ut ilize protective plywood to protect existing turf from tree relocations. The contractor is responsible for the repair of any turf damaged at the contractor’s expense by equipment used for the relocation of existing trees. Coordinate with City Arborist prior to relocating trees. D. Planting: 1. General - Do not install plant materials until all construction work has been completed and sprinkler systems have been installed and t ested. Planting areas shall have been graded and prepared as herein specified and shall have been approved by the owner’s representative. 2. Carefully remove stock from containers to avoid breaking the root ball. Do not lift or handle container plants by tops, stems, or trunks at any time. 3. Plant conifers so that the top of the ball is higher than ground level and cover with ½” of conditioned soil, gently sloping down to ground level. All other plants shall be set so that, when settled the natural grade in the container or the top of the soil ball will be flush with surrounding grades. 4. Build a four (4") inch high berm around edge of root ball to form a basin for holding water (omit for all conifers). No basin is required for trees planted in lawn areas. Fill basin with water, being careful not to break down berm with hose stream. 5. Fertilize trees and shrubs by placing 21 gram fertilizer tablets three (3") inches laterally and three (3") inches from top of root ball as follows: 1 f or 1-gallon containers, 3 for 5- gallon containers and 5 for balled and burlapped material. 6. Untie and remove all burlap from root ball on ball ed and bur lapped material. Remove wire baskets from sides of root balls. 7. Backfill one-half ( ½ ) of remaining hole with backfill mixture and water in thoroughly before placing any more backfill, firming down to eliminate all air pockets without packing the soil. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 – SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING _________________________________________________________________________________________________________ Issued for Bidding: 32 93 00 - 13 July 15, 2013 Ripley Design 8. All plants shall be planted immediately after the containers are cut, and containers shall be regularly removed from the site so as not to present a hazard to persons using the area. E. Planting Pits: 1. Locate planting holes per planting plans bringing any conflict with underground utility lines to the attention of the owner’s representative. Loc ations for holes shall be according to 1.5, "Planting Inspections." 2. Excavate holes to be the same depth as the root ball and two times the diameter of the root ball wide. 3. The sides of the holes shall be roughened to remove any compacting or "glazing" caused by the digging operation. 4. Fill the entire hole with water and allow to drain completely. Contractor should notify owner’s representative if a pit does not drain in a satisfactory time, then contractor should correct drainage problem by using a PVC drain or a gravel sump shall be installed. 5. Dispose of excavated soil off the site at no cost to the owner. F. Tree Wraps: Wrapping of tree trunks is optional depending upon species, age, time of year, plants and exposure. If tree wrap is specified, it shall be the standard crepe tree wrap and applied from the base upward to the second structural branch, overlapping 50 percent. Wrap shall only be applied to late summer and fall plantings and removed the following spring. G. Backfilling - Tree and shrub planting pits shall be backfilled with the following mix: 1. 80% on-site topsoil by volume (from owner's stockpile). 2. 20% peat moss by volume. 3. Five (5) pounds bone meal per cubic yard of backfill. H. The specified backfill materials shall be pre-mixed, and then turned several times with a f ront end loader to a uniform, evenly blended consistency, free of all pockets of unblended material and any clods or stones greater than two (2") inches in diameter. Backfill mix shall be delivered to each planting pit after mixing has occurred. Pre-mixed backfill mix shall be inspected per 1. 5, "Pre-Planting Inspections." 3.8 GROUND COVER & PERENNIAL PLANTING: A. Space ground cover as indicated on the drawings. B. Dig holes large enough to allow for spreading of roots and backfill with planting soil. Work plant placement around existing tree roots. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. Water thoroughly after planting, taking care not to cover crowns of plants with wet soils. C. Protect from hot sun and wind for several days. Remove protection when plants show evidence of recovery from transplanting shock. D. Mulch areas between ground cover plants; place not less than 4” thick. E. Backfill: 1. 80% on-site topsoil by volume (from owner's stockpile). 2. 20% peat moss by volume. 3. Five (5) pounds bone meal per cubic yard of backfill F. Broadcast controlled release fertilizer over the entire planting area at the rate of 20 pounds per 1000 square feet of area. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 – SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING _________________________________________________________________________________________________________ Issued for Bidding: 32 93 00 - 14 July 15, 2013 Ripley Design G. The specified backfill materials shall be pre-mixed, and then turned several times with a f ront end loader to a uniform, evenly blended consistency, free of all pockets of unblended material and any clods or stones greater than two (2") inches in diameter. Pre-mixed back-fill mix shall be inspected per 1.5, "Pre-Planting Inspections." 3.9 EDGING: A. Header curb edging shall be installed prior to installation of sprinklers adjacent thereto. B. Install edging true to line and grade as indicated and detailed on the drawings. Edging shall be set flush with adjacent paving. C. Top of edging shall be ¾" above sod grade. 3.10 MULCHING: A. Dish top of backfill to allow for mulching. B. Mulch pits, trenches and planted areas. Provide 2” thickness of mulch and work into top of backfill and finish level with adjacent finish grades. C. Install weed-control barriers before mulching following manufacture’s recommendations. Completely cover area to be mulched. Lap edges a minimum of 6”. Only rock and shrub areas shall receive weed barrier. No weed barrier in perennial areas. D. All perennial beds shall be mulched with a three inch (3”) layer of mulch specified on drawings. Omit weed barrier fabric. E. All shrub beds shall be mulched with a three inch (3") layer of mulch specified on drawings, over weed barrier, as specified on the drawings. F. All tree basins shall be mulched with a 4" layer of specified mulch. Do not place mulch in contact with tree trunk. 3.11 PRUNING: A. Any injured, dead or broken roots or branches shall be pr uned in accordance with current recommended practices published by the ISA (International Society of Arboriculture). Unl ess otherwise specified, no pruning shall be done by the Contractor to limb-up, thin or shape a plant after planting. Such pruning shall be the sole responsibility of the Owner/Representative. B. Remove and replace excessively pruned or malformed stock resulting from improper pruning. C. Existing Spruce noted on the landscape plans are to be base pruned at the direction of the City Arborist. D. Remove all pruned plant material from the site. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 – SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING _________________________________________________________________________________________________________ Issued for Bidding: 32 93 00 - 15 July 15, 2013 Ripley Design 3.12 STAKING AND GUYING: A. Staking and Guying: Staking and guying shall conform to the planting details. 3.13 CLEAN-UP AND PROTECTION: A. During landscape work, store materials and equipment where directed. Keep pavements clean and work area in an orderly condition. B. Protect landscape work and materials from damage due to landscape operations, operations by other trades and trespassers. Maintain protection during installation and maintenance periods. Treat, repair or replace damaged landscape work as directed. 3.14 PLANT MAINTENANCE A. Tree and Shrub Maintenance: Maintain plantings by pruning, cultivating, watering, weeding, fertilizing, restoring planting saucers, and r esetting to proper grades or vertical position, as required to establish healthy, viable plantings. B. Ground Cover and Plant Maintenance: Maintain and establish plantings by watering, weeding, fertilizing, mulching, and other operations as required to establish healthy, viable plantings. C. Protect exterior plants from damage due to landscape operations, operations by other contractors and trades, and others. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged plantings. 3.15 INSPECTION AND ACCEPTANCE: A. When the landscape work is complete, including maintenance, the Owner’s representative will, upon request, make an inspection to determine acceptability. 1. The landscape work may be inspected for acceptance in parts as agreeable to the Owner’s Representative, provided the work offered for inspection is complete, including maintenance, and that the area comprises one complete phase or area of substantial size. B. Where inspected landscape work does not comply with the requirements, replace rejected work and continue specified maintenance until reinspected by the Owner’s Representative and found to be ac ceptable. Repl ace all such plantings at one time and within 10 wor king days of notifications whether for acceptance or warranty inspections. Rem ove rejected plants and materials promptly from the project site. 3.16 CLEANING: A. Upon completion of work, clean adjacent streets and site paving of dirt and debris accumulation. END OF SECTION 32 93 00 401 West Mountain Avenue Suite 100 Fort Collins, CO 80521 phone 970/224.5828 fax 970/224.1662 www.ripleydesigninc.com ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ PREPARED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE CHECKED BY: STORMWATER UTILITY DATE CHECKED BY: PARKS & RECREATION DATE CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: ENVIRONMENTAL PLANNER DATE CHECKED BY: DATE Poudre River Public Library District OLD TOWN LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS HOLLY CARROLL EXECUTIVE DIRECTOR BOARD OF TRUSTEES ROBIN GARD JOHN FREY CARA NETH LINDA GABEL JENN BIRKS MICHAEL LIGGETT MADELEINE WAWRO DESCRIPTION SHEET No. GENERAL NOTES GN 1.0 EXISTING CONDITIONS/DEMO PLAN D 1.0 SITE PLAN - NORTHWEST S 1.0 SITE PLAN - CENTRAL S 2.0 SITE PLAN - SOUTHEAST S 3.0 ELECTRICAL - LEGEND, SPECIFICATIONS E 0 ELECTRICAL SITE PLAN - NORTHWEST E 0.1 ELECTRICAL SITE PLAN - CENTRAL E 0.2 ELECTRICAL SITE PLAN - SOUTHEAST E 0.3 ELECTRICAL SITE PLAN - STAGE E 0.4 GRADING PLAN G 1.0 LANDSCAPE PLAN - NORTHWEST L 1.0 LANDSCAPE PLAN - CENTRAL L 2.0 LANDSCAPE PLAN - SOUTHEAST L 3.0 SITE DETAILS SD 1.0 SITE DETAILS SD 2.0 SITE DETAILS SD 3.0 SITE DETAILS SD 4.0 SHEET INDEX NO SCALE PROJECT LOCATION 201 PETERSON STREET FORT COLLINS, COLORADO 80524 DRAWING NUMBER: OLD TOWN LIBRARY DIAGONAL & STAGE IMPROVEMENTS 201 PETERSON STREET FORT COLLINS, COLORADO 401 West Mountain Avenue Suite 200 Fort Collins, CO 80521 fax 970/224.1662 phone 970/224.1191 www.vfrdesigninc.com ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ ISSUED No. DESCRIPTION DATE 1 DD REVIEW 4/03/2013 REVISIONS No. DESCRIPTION DATE PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: IN CONJUNCTION WITH: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE CHECKED BY: STORMWATER UTILITY DATE CHECKED BY: PARKS & RECREATION DATE CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: ENVIRONMENTAL PLANNER DATE CHECKED BY: DATE 2 CITY REVIEW 4/25/2013 3 BID SET 6/3/2013 GENERAL NOTES GN1.0 DEMOLITION NOTES CONSTRUCTION NOTES: GRADING NOTES: PLANTING NOTES: TREE PROTECTION NOTES GENERAL NOTES (CITY OF FORT COLLINS & LARIMER COUNTY): STREET IMPROVEMENT NOTES TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES 4045 St. Cloud Drive Loveland, CO 80538 PHONE 970-622-2095 FAX 970-461-4469 DRAWING NUMBER: OLD TOWN LIBRARY DIAGONAL & STAGE IMPROVEMENTS 201 PETERSON STREET FORT COLLINS, COLORADO ISSUED No. DESCRIPTION DATE 1 DD REVIEW 4/03/2013 REVISIONS No. DESCRIPTION DATE PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE CHECKED BY: STORMWATER UTILITY DATE CHECKED BY: PARKS & RECREATION DATE CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: ENVIRONMENTAL PLANNER DATE CHECKED BY: DATE EXISTING CONDITIONS/ DEMO PLAN D1.0 DRAWING NUMBER: OLD TOWN LIBRARY DIAGONAL & STAGE IMPROVEMENTS 201 PETERSON STREET FORT COLLINS, COLORADO 401 West Mountain Avenue Suite 200 Fort Collins, CO 80521 fax 970/224.1662 phone 970/224.1191 www.vfrdesigninc.com ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ ISSUED No. DESCRIPTION DATE 1 DD REVIEW 4/03/2013 REVISIONS No. DESCRIPTION DATE PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE CHECKED BY: STORMWATER UTILITY DATE CHECKED BY: PARKS & RECREATION DATE CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: ENVIRONMENTAL PLANNER DATE CHECKED BY: DATE KEYMAP OLIVE STREET OAK STREET PETERSON STREET MATHEWS STREET 2 CITY REVIEW 4/25/2013 3 BID SET 6/19/2013 SCALE: 1" = 10'-0" SCALE: 1/4" = 1'-0" 2 SITE PLAN - NORTHWEST 1 DETAIL LAYOUT SITE PLAN NORTHWEST S1.0 SCALE: 1/4" = 1'-0" 3 STAGE DETAIL LAYOUT (ADD ALTERNATE #1) G G G G G G G G G G G G G E E E E E DRAWING NUMBER: OLD TOWN LIBRARY DIAGONAL & STAGE IMPROVEMENTS 201 PETERSON STREET FORT COLLINS, COLORADO 401 West Mountain Avenue Suite 200 Fort Collins, CO 80521 fax 970/224.1662 phone 970/224.1191 www.vfrdesigninc.com ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ ISSUED No. DESCRIPTION DATE 1 DD REVIEW 4/03/2013 REVISIONS No. DESCRIPTION DATE PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE CHECKED BY: STORMWATER UTILITY DATE CHECKED BY: PARKS & RECREATION DATE CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: ENVIRONMENTAL PLANNER DATE CHECKED BY: DATE KEYMAP OLIVE STREET OAK STREET PETERSON STREET MATHEWS STREET 2 CITY REVIEW 4/25/2013 3 BID SET 6/19/2013 SCALE: 1" = 10'-0" 1 SITE PLAN CENTER SITE PLAN CENTRAL S2.0 SYMBOL DESCRIPTION #1 NEW LIGHT SAND ETCH CONCRETE (SEE: 03 00 00 - CONCRETE, SPECIFICATIONS) #2 NEW STANDARD SAND ETCH CONCRETE (SEE: 03 00 00 - CONCRETE, SPECIFICATIONS) NEW ASPHALT GRANITE RIVER BOULDERS: #0 = 6' X 4' X 3' #1 = 4' X 3' X 3' #2 = 3' X 2.5' X 2.5' #3 = 2.5' X 2 X 1.5' BENCH: B = STANDARD BENCH BM = BENCH WITH MEMORIAL PLAQUE #3 NEW HEAVY SAND ETCH CONCRETE (SEE: 03 00 00 - CONCRETE, SPECIFICATIONS) SEAT WALL PEDESTRIAN LIGHT DRAWING NUMBER: OLD TOWN LIBRARY DIAGONAL & STAGE IMPROVEMENTS 201 PETERSON STREET FORT COLLINS, COLORADO 401 West Mountain Avenue Suite 200 Fort Collins, CO 80521 fax 970/224.1662 phone 970/224.1191 www.vfrdesigninc.com ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ ISSUED No. DESCRIPTION DATE 1 DD REVIEW 4/03/2013 REVISIONS No. DESCRIPTION DATE PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE CHECKED BY: STORMWATER UTILITY DATE CHECKED BY: PARKS & RECREATION DATE CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: ENVIRONMENTAL PLANNER DATE CHECKED BY: DATE KEYMAP OLIVE STREET OAK STREET PETERSON STREET MATHEWS STREET 2 CITY REVIEW 4/25/2013 3 BID SET 6/19/2013 SCALE: 1" = 10'-0" 1 SITE PLAN - SOUTHEAST SITE PLAN SOUTHEAST S3.0 SCALE: 1" = 10'-0" 2 GAME BOARD BENCHES E E E E E E E E E E E E E E E E E E E E E E E E E E E DRAWING NUMBER: OLD TOWN LIBRARY DIAGONAL & STAGE IMPROVEMENTS 201 PETERSON STREET FORT COLLINS, COLORADO 401 West Mountain Avenue Suite 200 Fort Collins, CO 80521 fax 970/224.1662 phone 970/224.1191 www.vfrdesigninc.com ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ ISSUED No. DESCRIPTION DATE 1 PERMIT SET 04/24/2013 REVISIONS No. DESCRIPTION DATE PROJECT No.: APS.510-13 DRAWN BY: SJM, ARB REVIEWED BY: RJB, CP SEAL: PREPARED BY: IN CONJUNCTION WITH: KEYMAP OLIVE STREET OAK STREET PETERSON STREET MATHEWS STREET 2 PERMIT SET 06/03/2013 3 CONSTRUCTION SET 06/18/2013 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE CHECKED BY: STORMWATER UTILITY DATE CHECKED BY: PARKS & RECREATION DATE CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: ENVIRONMENTAL PLANNER DATE CHECKED BY: DATE E0 ELECTRICAL LEGEND, SPECIFICATIONS, DRAWING INDEX DRAWING NUMBER: OLD TOWN LIBRARY DIAGONAL & STAGE IMPROVEMENTS 201 PETERSON STREET FORT COLLINS, COLORADO 401 West Mountain Avenue Suite 200 Fort Collins, CO 80521 fax 970/224.1662 phone 970/224.1191 www.vfrdesigninc.com ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ ISSUED No. DESCRIPTION DATE 1 PERMIT SET 04/24/2013 REVISIONS No. DESCRIPTION DATE PROJECT No.: APS.510-13 DRAWN BY: SJM, ARB REVIEWED BY: RJB, CP SEAL: PREPARED BY: IN CONJUNCTION WITH: KEYMAP OLIVE STREET OAK STREET PETERSON STREET MATHEWS STREET 2 PERMIT SET 06/03/2013 3 CONSTRUCTION SET 06/18/2013 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE CHECKED BY: STORMWATER UTILITY DATE CHECKED BY: PARKS & RECREATION DATE CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: ENVIRONMENTAL PLANNER DATE CHECKED BY: DATE ELECTRICAL SITE PLAN NORTHWEST E0.1 DRAWING NUMBER: OLD TOWN LIBRARY DIAGONAL & STAGE IMPROVEMENTS 201 PETERSON STREET FORT COLLINS, COLORADO 401 West Mountain Avenue Suite 200 Fort Collins, CO 80521 fax 970/224.1662 phone 970/224.1191 www.vfrdesigninc.com ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ ISSUED No. DESCRIPTION DATE 1 PERMIT SET 04/24/2013 REVISIONS No. DESCRIPTION DATE PROJECT No.: APS.510-13 DRAWN BY: SJM, ARB REVIEWED BY: RJB, CP SEAL: PREPARED BY: IN CONJUNCTION WITH: KEYMAP OLIVE STREET OAK STREET PETERSON STREET MATHEWS STREET 2 PERMIT SET 06/03/2013 3 CONSTRUCTION SET 06/18/2013 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE CHECKED BY: STORMWATER UTILITY DATE CHECKED BY: PARKS & RECREATION DATE CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: ENVIRONMENTAL PLANNER DATE CHECKED BY: DATE ELECTRICAL SITE PLAN CENTRAL E0.2 ELECTRICAL SITE PLAN SOUTHEAST E0.3 DRAWING NUMBER: OLD TOWN LIBRARY DIAGONAL & STAGE IMPROVEMENTS 201 PETERSON STREET FORT COLLINS, COLORADO 401 West Mountain Avenue Suite 200 Fort Collins, CO 80521 fax 970/224.1662 phone 970/224.1191 www.vfrdesigninc.com ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ ISSUED No. DESCRIPTION DATE 1 PERMIT SET 04/24/2013 REVISIONS No. DESCRIPTION DATE PROJECT No.: APS.510-13 DRAWN BY: SJM, ARB REVIEWED BY: RJB, CP SEAL: PREPARED BY: IN CONJUNCTION WITH: KEYMAP OLIVE STREET OAK STREET PETERSON STREET MATHEWS STREET 2 PERMIT SET 06/03/2013 3 CONSTRUCTION SET 06/18/2013 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE CHECKED BY: STORMWATER UTILITY DATE CHECKED BY: PARKS & RECREATION DATE CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: ENVIRONMENTAL PLANNER DATE CHECKED BY: DATE DRAWING NUMBER: OLD TOWN LIBRARY DIAGONAL & STAGE IMPROVEMENTS 201 PETERSON STREET FORT COLLINS, COLORADO 401 West Mountain Avenue Suite 200 Fort Collins, CO 80521 fax 970/224.1662 phone 970/224.1191 www.vfrdesigninc.com ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ ISSUED No. DESCRIPTION DATE 1 PERMIT SET 04/24/2013 REVISIONS No. DESCRIPTION DATE PROJECT No.: APS.510-13 DRAWN BY: SJM, ARB REVIEWED BY: RJB, CP SEAL: PREPARED BY: IN CONJUNCTION WITH: KEYMAP OLIVE STREET OAK STREET PETERSON STREET MATHEWS STREET 2 PERMIT SET 06/03/2013 3 CONSTRUCTION SET 06/18/2013 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE CHECKED BY: STORMWATER UTILITY DATE CHECKED BY: PARKS & RECREATION DATE CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: ENVIRONMENTAL PLANNER DATE CHECKED BY: DATE ELECTRICAL SITE PLAN STAGE E0.4 4045 St. Cloud Drive Loveland, CO 80538 PHONE 970-622-2095 FAX 970-461-4469 DRAWING NUMBER: OLD TOWN LIBRARY DIAGONAL & STAGE IMPROVEMENTS 201 PETERSON STREET FORT COLLINS, COLORADO ISSUED No. DESCRIPTION DATE 1 DD REVIEW 4/03/2013 REVISIONS No. DESCRIPTION DATE PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE CHECKED BY: STORMWATER UTILITY DATE CHECKED BY: PARKS & RECREATION DATE CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: ENVIRONMENTAL PLANNER DATE CHECKED BY: DATE GRADING PLAN G1.0 DRAWING NUMBER: OLD TOWN LIBRARY DIAGONAL & STAGE IMPROVEMENTS 201 PETERSON STREET FORT COLLINS, COLORADO 401 West Mountain Avenue Suite 200 Fort Collins, CO 80521 fax 970/224.1662 phone 970/224.1191 www.vfrdesigninc.com ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ ISSUED No. DESCRIPTION DATE 1 DD REVIEW 4/03/2013 REVISIONS No. DESCRIPTION DATE PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE CHECKED BY: STORMWATER UTILITY DATE CHECKED BY: PARKS & RECREATION DATE CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: ENVIRONMENTAL PLANNER DATE CHECKED BY: DATE KEYMAP OLIVE STREET OAK STREET PETERSON STREET MATHEWS STREET 2 CITY REVIEW 4/25/2013 3 BID SET 6/19/2013 SCALE: 1" = 10'-0" 1 LANDSCAPE PLAN - NORTHWEST LANDSCAPE PLAN NORTHWEST L1.0 G G G G G G G G G G G G G E E E E E E E E E E E DRAWING NUMBER: OLD TOWN LIBRARY DIAGONAL & STAGE IMPROVEMENTS 201 PETERSON STREET FORT COLLINS, COLORADO 401 West Mountain Avenue Suite 200 Fort Collins, CO 80521 fax 970/224.1662 phone 970/224.1191 www.vfrdesigninc.com ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ ISSUED No. DESCRIPTION DATE 1 DD REVIEW 4/03/2013 REVISIONS No. DESCRIPTION DATE PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE CHECKED BY: STORMWATER UTILITY DATE CHECKED BY: PARKS & RECREATION DATE CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: ENVIRONMENTAL PLANNER DATE CHECKED BY: DATE KEYMAP OLIVE STREET OAK STREET PETERSON STREET MATHEWS STREET 2 CITY REVIEW 4/25/2013 3 BID SET 6/19/2013 LANDSCAPE PLAN CENTRAL L2.0 SCALE: 1" = 10'-0" 1 LANDSCAPE PLAN CENTER SYMBOL DESCRIPTION IRRIGATED TURF REPLACEMENT WOOD MULCH LANDSCAPE PLAN LEGEND WASHED RIVER ROCK COBBLE MIX: SEE SPECIFICATIONS (PLACED OVER LANDSCAPE FABRIC) PERENNIALS PERENNIAL GRASSES DECIDUOUS SHRUBS DECIDUOUS LOW SPREADING SHRUBS EVERGREEN SHRUBS G G G G G G G G G G G G G G G G G G G E DRAWING NUMBER: OLD TOWN LIBRARY DIAGONAL & STAGE IMPROVEMENTS 201 PETERSON STREET FORT COLLINS, COLORADO 401 West Mountain Avenue Suite 200 Fort Collins, CO 80521 fax 970/224.1662 phone 970/224.1191 www.vfrdesigninc.com ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ ISSUED No. DESCRIPTION DATE 1 DD REVIEW 4/03/2013 REVISIONS No. DESCRIPTION DATE PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE CHECKED BY: STORMWATER UTILITY DATE CHECKED BY: PARKS & RECREATION DATE CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: ENVIRONMENTAL PLANNER DATE CHECKED BY: DATE KEYMAP OLIVE STREET OAK STREET PETERSON STREET MATHEWS STREET 2 CITY REVIEW 4/25/2013 3 BID SET 6/19/2013 SCALE: 1" = 10'-0" 1 LANDSCAPE PLAN - SOUTHEAST LANDSCAPE PLAN SOUTHEAST L3.0 E E E E E E E E E E E E E E E E E E E E E E E E E E E E SCALE: 1-1/2" = 1'-0" 1 CONCRETE DETAIL SCALE: 1-1/2" = 1'-0" 2 CONCRETE EXPANSION JOINT DETAIL SCALE: 1-1/2" = 1'-0" 6 CONCRETE SEATWALL DETAIL SCALE: 3" = 1'-0" 7 CONCRETE HEADER CURB DETAIL SCALE: 1-1/2" = 1'-0" 5 CONCRETE STAGE SECTION SCALE: 3" = 1'-0" 8 CONCRETE HEADER CURB DETAIL AT PARKING LOT OR CONSTRUCITON JOINT DETAIL (W/OUT EXPANSION MATERIAL) SCALE: 1" = 1'-0" 4 BOULDER PLACEMENT DETAIL SCALE: 3" = 1'-0" 7 CONCRETE HEADER CURB DETAIL SCALE: 3" = 1'-0" 8 CONCRETE HEADER CURB DETAIL AT PARKING LOT SCALE: 1/2" = 1'-0" 3 LIGHT POLE LAYOUT DRAWING NUMBER: OLD TOWN LIBRARY DIAGONAL & STAGE IMPROVEMENTS 201 PETERSON STREET FORT COLLINS, COLORADO 401 West Mountain Avenue Suite 200 Fort Collins, CO 80521 fax 970/224.1662 phone 970/224.1191 www.vfrdesigninc.com ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ ISSUED No. DESCRIPTION DATE 1 DD REVIEW 4/03/2013 REVISIONS No. DESCRIPTION DATE PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: IN CONJUNCTION WITH: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE CHECKED BY: STORMWATER UTILITY DATE CHECKED BY: PARKS & RECREATION DATE CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: ENVIRONMENTAL PLANNER DATE CHECKED BY: DATE 2 CITY REVIEW 4/25/2013 3 BID SET 6/3/2013 SITE DETAILS SD1.0 WWW.TIMBERFORM.COM WWW.TIMBERFORM.COM SCALE: 1/2" = 1'-0" 1 GAME TABLE SCALE: 1/2" = 1'-0" 2 ACCESSIBLE GAME TABLE SCALE: 1" = 1'-0" 4 BENCH AT ALLE' SECTION DETAIL SCALE: 1/2" = 1'-0" 3 BENCH AT ALLE' PLAN DETAIL SCALE: 3/4" = 1'-0" 7 RAIN GARDEN DETAIL NO SCALE 5 SHRUB PLANTING DETAIL NO SCALE 6 PERENNIAL PLANTING DETAIL DRAWING NUMBER: OLD TOWN LIBRARY DIAGONAL & STAGE IMPROVEMENTS 201 PETERSON STREET FORT COLLINS, COLORADO 401 West Mountain Avenue Suite 200 Fort Collins, CO 80521 fax 970/224.1662 phone 970/224.1191 www.vfrdesigninc.com ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ ISSUED No. DESCRIPTION DATE 1 DD REVIEW 4/03/2013 REVISIONS No. DESCRIPTION DATE PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: IN CONJUNCTION WITH: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE CHECKED BY: STORMWATER UTILITY DATE CHECKED BY: PARKS & RECREATION DATE CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: ENVIRONMENTAL PLANNER DATE CHECKED BY: DATE 2 CITY REVIEW 4/25/2013 3 BID SET 6/3/2013 SITE DETAILS SD2.0 Annie's Walk Beloved Railroad Dog 1934 - 1948 SCALE: 1"=1'-0" 1 EAST MONUMENT ELEVATION Library Park SCALE: 1-1/2" = 1'-0" 3 ANNIE MOUNTING PLAN - SOUTHEAST SCALE: 1-1/2" = 1'-0" 4 ANNIE MOUNTING SECTION - SOUTHEAST Backed Bench, 72in, Freestanding, with End Arms and Divider www.landscapeforms.com Ph: 800.521.2546 WĂƌĐsƵĞΠ Litter Receptacle, Side Opening, 30 Gallon, Vertical Strap, with Lock www.landscapeforms.com Ph: 800.521.2546 Scarborough™ SCALE: 1" = 1'-0" 5 BENCH SCALE: 1" = 1'-0" 6 TRASH RECEPTACLE © © DRAWING NUMBER: OLD TOWN LIBRARY DIAGONAL & STAGE IMPROVEMENTS 201 PETERSON STREET FORT COLLINS, COLORADO 401 West Mountain Avenue Suite 200 Fort Collins, CO 80521 fax 970/224.1662 phone 970/224.1191 www.vfrdesigninc.com ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ ISSUED No. DESCRIPTION DATE 1 DD REVIEW 4/03/2013 REVISIONS No. DESCRIPTION DATE PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: IN CONJUNCTION WITH: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE CHECKED BY: STORMWATER UTILITY DATE CHECKED BY: PARKS & RECREATION DATE CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: ENVIRONMENTAL PLANNER DATE CHECKED BY: DATE 2 CITY REVIEW 4/25/2013 3 BID SET 6/3/2013 SITE DETAILS SD3.0 DRAWING NUMBER: OLD TOWN LIBRARY DIAGONAL & STAGE IMPROVEMENTS 201 PETERSON STREET FORT COLLINS, COLORADO 401 West Mountain Avenue Suite 200 Fort Collins, CO 80521 fax 970/224.1662 phone 970/224.1191 www.vfrdesigninc.com ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ ISSUED No. DESCRIPTION DATE 1 DD REVIEW 4/03/2013 REVISIONS No. DESCRIPTION DATE PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: IN CONJUNCTION WITH: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE CHECKED BY: STORMWATER UTILITY DATE CHECKED BY: PARKS & RECREATION DATE CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: ENVIRONMENTAL PLANNER DATE CHECKED BY: DATE 2 CITY REVIEW 4/25/2013 3 BID SET 6/3/2013 SITE DETAILS SD4.0 2"R. 1 1/2"R. 2'-6" 6" 4 1/2" 30" 9" 4.5" 18" 3.63" 21.75" R 0.13" 7" 2" 3.75" 12" ROLL-OVER VERTICAL (LOVELAND) 6" 1 1/2" 1 1/2"R. 6" 3" 1 1/2" 1" 1/8" TO 1/4"R. 1" (SECTION B) CURB TYPE 4 (KEY WAY) CURB TYPE 4 (KEY WAY) (SECTION M) ASPHALT OR CONCRETE PAVEMENT Sidewalk Driveway LIP F.L. T.C. DRIVEWAY SIDEWALK SECTION A-A NOTE: 1. Sidewalk grade shall remain consistent across driveway 3. This detail applies to Residential & Commercial driveways. 6" 6" Residential Detached Sidewalk Attached Sidewalk 1/2" Expansion Joint Material 1/2" Expansion Joint Material A A 2. For driveway design requirements, see CONST. DWG. 706 & 707. DETACHED ATTACHED 3'-0" 6'-0" All Sidewalk Thickness Shall Be 6" minimum. Min. SIDEWALK 8" Commercial ATTACHED SIDEWALK DETAIL NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4" 1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping 2' min. Slope: Minumum 1 4"/ft Maximum 3"/ft SCALE: 1/2" = 1'-0" 1 BENCH PLAQUE GUIDELINES E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E SD EAST OLIVE STREET PETERSON STREET SYMBOL DESCRIPTION IRRIGATED TURF REPLACEMENT WOOD MULCH LANDSCAPE PLAN LEGEND WASHED RIVER ROCK COBBLE MIX: SEE SPECIFICATIONS (PLACED OVER LANDSCAPE FABRIC) PERENNIALS PERENNIAL GRASSES DECIDUOUS SHRUBS DECIDUOUS LOW SPREADING SHRUBS EVERGREEN SHRUBS PLANTING LEGEND SYM. QTY SCIENTIFIC NAME COMMON NAME K-VAL HEIGHT SPREAD CONDITION SHRUBS & TREES CRA 2 COTONEASTER APICULATUS CRANBERRY COTONEASTER L 18-24" 4-6' 5 GAL. CONT. FAP 5 FALLUGIA PARADOXA APACHE PLUME VL 3-6' 3-6' 5 GAL. CONT. MAA 7 MAHONIA AQUIFOLIUM COMPACTA COMPACT OREGON GRAPE HOLLY L 2-3' 2-3' 5 GAL. CONT. PAF 3 POTENTILLA FRUTICOSA 'YELLOW GEM' YELLOW GEM POTENTILLA L 1-2' 2-3' 5 GAL. CONT. PSM 4 PINUS MUGO 'BIG TUNA' BIG TUNA MUGO PINE L 6-8' 5-6' 15 GAL. CONT. RAM 6 ROSA 'MORDEN SUNRISE' MORDEN SUNRISE SHRUB ROSE L 2-4' 2-3' 5 GAL. CONT. RAN 4 ROSA 'NEARLY WILD' NEARLY WILD SHRUB ROSE L 2-3' 2-3' 5 GAL. CONT. RTA 22 RHUS TRILOBATA 'AUTUMN AMBER' CREEPING THREE-LEAF SUMAC L 12-18" 3-6' 5 GAL. CONT. SAM 0 SYRINGA MEYERI 'PALIBIN' DWARF KOREAN LILIAC L 4-6' 4-6' 5 GAL. CONT. PERENNIALS & ORNAMENTAL GRASSES AAF 18 ARTEMISIA FRIGIDA FRINGED SAGE L 6-18" 2-3' 1 GAL. CONT. AAM 21 ALCHEMILLA MOLLIS 'THRILLER' LADY'S MANTLE 'THRILLER' M 18-24" 18-24" 1 GAL. CONT. AME 13 ACHILLEA 'MOONSHINE' MOONSHINE YARROW L 24-30" 18-24" 1 GAL. CONT. ACA 16 AQUILEGIA COERULEA ROCKY MOUNTAIN COLUMBINE M 18-24" 12-18" 1 GAL. CONT. AEC 23 AGASTACHE CORONADO RED CORONADO RED HYSSOP L 18-24" 18-24" 1 GAL. CONT. BAB 88 BOUTELOUA GRACILIS 'BLONDE AMBITION' BLONDE AMBITION GRAMA GRASS L 2-3' 2-3' 1 GAL. CONT. EMU 43 ERIOGONUM UMBELLATUM KANNAH CREEK KANNAH CREEK SULPHUR FLOWER L 6-12" 12-24 1 GAL. CONT. GMJ 0 GERANIUM 'JOHNSON'S BLUE' BLUE CRANESBILL M 18-24" 2-3' 1 GAL. CONT. GMO 0 GALIUM ODORATUM SWEET WOODRUFF M 6-8" 8-12" 2-1/4" CONT. HNS 41 HELICTOTRICHON SEMPERVIRENS BLUE AVENA GRASS L 2-3' 18-24" 1 GAL. CONT. ISG 14 IRIS X GERMANICA BEARDED IRIS L 2-3' 12-18" 1 GAL. CONT. ISP 14 IRIS X PALLIDA 'VARIEGATA' VARIEGATED SWEET IRIS L 2-3' 12-18" 1 GAL. CONT. OAM 37 OENOTHERA MISSOURENSIS MISSOURI PRIMROSE L 12-18" 12-18" 1 GAL. CONT. PMA 79 PENNISETUM ALOPECUROIDES 'LITTLE BUNNY' MINIATURE FOUNTAIN GRASS L 8-12" 10-12" 1 GAL. CONT. PMV 9 PANICUM VIRGATUM 'SHENANDOAH' RED SWITCH GRASS L 3-4' 12-18" 1 GAL. CONT. PAA 20 PERSICARIA AFFINIS HIMALAYAN BORDER JEWEL L 6-8" 18-24" 1 GAL. CONT. SMS 19 SCHIZACHYRIUM SCOPARIUM 'BLAZE' LITTLE BLUESTEM L 18-24" 18-24" 1 GAL. CONT. RFA 7 RUDBECKIA FULGIDA 'GOLDSTURM' BLACK-EYED SUSAN L 18-24" 18-24" 1 GAL. CONT. E E E E E E E E E E E E E E E E E E E E E E E T T T T E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E PLANTING LEGEND SYM. QTY SCIENTIFIC NAME COMMON NAME K-VAL HEIGHT SPREAD CONDITION SHRUBS & TREES CRA 2 COTONEASTER APICULATUS CRANBERRY COTONEASTER L 18-24" 4-6' 5 GAL. CONT. FAP 5 FALLUGIA PARADOXA APACHE PLUME VL 3-6' 3-6' 5 GAL. CONT. MAA 7 MAHONIA AQUIFOLIUM COMPACTA COMPACT OREGON GRAPE HOLLY L 2-3' 2-3' 5 GAL. CONT. PAF 3 POTENTILLA FRUTICOSA 'YELLOW GEM' YELLOW GEM POTENTILLA L 1-2' 2-3' 5 GAL. CONT. PSM 4 PINUS MUGO 'BIG TUNA' BIG TUNA MUGO PINE L 6-8' 5-6' 15 GAL. CONT. RAM 6 ROSA 'MORDEN SUNRISE' MORDEN SUNRISE SHRUB ROSE L 2-4' 2-3' 5 GAL. CONT. RAN 4 ROSA 'NEARLY WILD' NEARLY WILD SHRUB ROSE L 2-3' 2-3' 5 GAL. CONT. RTA 22 RHUS TRILOBATA 'AUTUMN AMBER' CREEPING THREE-LEAF SUMAC L 12-18" 3-6' 5 GAL. CONT. SAM 0 SYRINGA MEYERI 'PALIBIN' DWARF KOREAN LILIAC L 4-6' 4-6' 5 GAL. CONT. PERENNIALS & ORNAMENTAL GRASSES AAF 18 ARTEMISIA FRIGIDA FRINGED SAGE L 6-18" 2-3' 1 GAL. CONT. AAM 21 ALCHEMILLA MOLLIS 'THRILLER' LADY'S MANTLE 'THRILLER' M 18-24" 18-24" 1 GAL. CONT. AME 13 ACHILLEA 'MOONSHINE' MOONSHINE YARROW L 24-30" 18-24" 1 GAL. CONT. ACA 16 AQUILEGIA COERULEA ROCKY MOUNTAIN COLUMBINE M 18-24" 12-18" 1 GAL. CONT. AEC 23 AGASTACHE CORONADO RED CORONADO RED HYSSOP L 18-24" 18-24" 1 GAL. CONT. BAB 88 BOUTELOUA GRACILIS 'BLONDE AMBITION' BLONDE AMBITION GRAMA GRASS L 2-3' 2-3' 1 GAL. CONT. EMU 43 ERIOGONUM UMBELLATUM KANNAH CREEK KANNAH CREEK SULPHUR FLOWER L 6-12" 12-24 1 GAL. CONT. GMJ 0 GERANIUM 'JOHNSON'S BLUE' BLUE CRANESBILL M 18-24" 2-3' 1 GAL. CONT. GMO 0 GALIUM ODORATUM SWEET WOODRUFF M 6-8" 8-12" 2-1/4" CONT. HNS 41 HELICTOTRICHON SEMPERVIRENS BLUE AVENA GRASS L 2-3' 18-24" 1 GAL. CONT. ISG 14 IRIS X GERMANICA BEARDED IRIS L 2-3' 12-18" 1 GAL. CONT. ISP 14 IRIS X PALLIDA 'VARIEGATA' VARIEGATED SWEET IRIS L 2-3' 12-18" 1 GAL. CONT. OAM 37 OENOTHERA MISSOURENSIS MISSOURI PRIMROSE L 12-18" 12-18" 1 GAL. CONT. PMA 79 PENNISETUM ALOPECUROIDES 'LITTLE BUNNY' MINIATURE FOUNTAIN GRASS L 8-12" 10-12" 1 GAL. CONT. PMV 9 PANICUM VIRGATUM 'SHENANDOAH' RED SWITCH GRASS L 3-4' 12-18" 1 GAL. CONT. PAA 20 PERSICARIA AFFINIS HIMALAYAN BORDER JEWEL L 6-8" 18-24" 1 GAL. CONT. SMS 19 SCHIZACHYRIUM SCOPARIUM 'BLAZE' LITTLE BLUESTEM L 18-24" 18-24" 1 GAL. CONT. RFA 7 RUDBECKIA FULGIDA 'GOLDSTURM' BLACK-EYED SUSAN L 18-24" 18-24" 1 GAL. CONT. E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EAST OAK STREET MATHEWS STREET SYMBOL DESCRIPTION IRRIGATED TURF REPLACEMENT WOOD MULCH LANDSCAPE PLAN LEGEND WASHED RIVER ROCK COBBLE MIX: SEE SPECIFICATIONS (PLACED OVER LANDSCAPE FABRIC) PERENNIALS PERENNIAL GRASSES DECIDUOUS SHRUBS DECIDUOUS LOW SPREADING SHRUBS EVERGREEN SHRUBS PLANTING LEGEND SYM. QTY SCIENTIFIC NAME COMMON NAME K-VAL HEIGHT SPREAD CONDITION SHRUBS & TREES CRA 2 COTONEASTER APICULATUS CRANBERRY COTONEASTER L 18-24" 4-6' 5 GAL. CONT. FAP 5 FALLUGIA PARADOXA APACHE PLUME VL 3-6' 3-6' 5 GAL. CONT. MAA 7 MAHONIA AQUIFOLIUM COMPACTA COMPACT OREGON GRAPE HOLLY L 2-3' 2-3' 5 GAL. CONT. PAF 3 POTENTILLA FRUTICOSA 'YELLOW GEM' YELLOW GEM POTENTILLA L 1-2' 2-3' 5 GAL. CONT. PSM 4 PINUS MUGO 'BIG TUNA' BIG TUNA MUGO PINE L 6-8' 5-6' 15 GAL. CONT. RAM 6 ROSA 'MORDEN SUNRISE' MORDEN SUNRISE SHRUB ROSE L 2-4' 2-3' 5 GAL. CONT. RAN 4 ROSA 'NEARLY WILD' NEARLY WILD SHRUB ROSE L 2-3' 2-3' 5 GAL. CONT. RTA 22 RHUS TRILOBATA 'AUTUMN AMBER' CREEPING THREE-LEAF SUMAC L 12-18" 3-6' 5 GAL. CONT. SAM 0 SYRINGA MEYERI 'PALIBIN' DWARF KOREAN LILIAC L 4-6' 4-6' 5 GAL. CONT. PERENNIALS & ORNAMENTAL GRASSES AAF 18 ARTEMISIA FRIGIDA FRINGED SAGE L 6-18" 2-3' 1 GAL. CONT. AAM 21 ALCHEMILLA MOLLIS 'THRILLER' LADY'S MANTLE 'THRILLER' M 18-24" 18-24" 1 GAL. CONT. AME 13 ACHILLEA 'MOONSHINE' MOONSHINE YARROW L 24-30" 18-24" 1 GAL. CONT. ACA 16 AQUILEGIA COERULEA ROCKY MOUNTAIN COLUMBINE M 18-24" 12-18" 1 GAL. CONT. AEC 23 AGASTACHE CORONADO RED CORONADO RED HYSSOP L 18-24" 18-24" 1 GAL. CONT. BAB 88 BOUTELOUA GRACILIS 'BLONDE AMBITION' BLONDE AMBITION GRAMA GRASS L 2-3' 2-3' 1 GAL. CONT. EMU 43 ERIOGONUM UMBELLATUM KANNAH CREEK KANNAH CREEK SULPHUR FLOWER L 6-12" 12-24 1 GAL. CONT. GMJ 0 GERANIUM 'JOHNSON'S BLUE' BLUE CRANESBILL M 18-24" 2-3' 1 GAL. CONT. GMO 0 GALIUM ODORATUM SWEET WOODRUFF M 6-8" 8-12" 2-1/4" CONT. HNS 41 HELICTOTRICHON SEMPERVIRENS BLUE AVENA GRASS L 2-3' 18-24" 1 GAL. CONT. ISG 14 IRIS X GERMANICA BEARDED IRIS L 2-3' 12-18" 1 GAL. CONT. ISP 14 IRIS X PALLIDA 'VARIEGATA' VARIEGATED SWEET IRIS L 2-3' 12-18" 1 GAL. CONT. OAM 37 OENOTHERA MISSOURENSIS MISSOURI PRIMROSE L 12-18" 12-18" 1 GAL. CONT. PMA 79 PENNISETUM ALOPECUROIDES 'LITTLE BUNNY' MINIATURE FOUNTAIN GRASS L 8-12" 10-12" 1 GAL. CONT. PMV 9 PANICUM VIRGATUM 'SHENANDOAH' RED SWITCH GRASS L 3-4' 12-18" 1 GAL. CONT. PAA 20 PERSICARIA AFFINIS HIMALAYAN BORDER JEWEL L 6-8" 18-24" 1 GAL. CONT. SMS 19 SCHIZACHYRIUM SCOPARIUM 'BLAZE' LITTLE BLUESTEM L 18-24" 18-24" 1 GAL. CONT. RFA 7 RUDBECKIA FULGIDA 'GOLDSTURM' BLACK-EYED SUSAN L 18-24" 18-24" 1 GAL. CONT. E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E SD EAST OLIVE STREET PETERSON STREET SYMBOL DESCRIPTION #1 NEW LIGHT SAND ETCH CONCRETE (SEE: 03 00 00 - CONCRETE, SPECIFICATIONS) #2 NEW STANDARD SAND ETCH CONCRETE (SEE: 03 00 00 - CONCRETE, SPECIFICATIONS) NEW ASPHALT GRANITE RIVER BOULDERS: #0 = 6' X 4' X 3' #1 = 4' X 3' X 3' #2 = 3' X 2.5' X 2.5' #3 = 2.5' X 2 X 1.5' BENCH: B = STANDARD BENCH BM = BENCH WITH MEMORIAL PLAQUE #3 NEW HEAVY SAND ETCH CONCRETE (SEE: 03 00 00 - CONCRETE, SPECIFICATIONS) SEAT WALL PEDESTRIAN LIGHT FLAGSTONE PAVERS TRASH RECEPTACLE SITE PLAN LEGEND SIGN RELOCATION: PS = PARKING SIGN PT = PET STATION SIGN YP = YIELD TO PEDESTRIANS UPLIGHT EXISTING BOULDERS EXISTING ASPHALT PAVEMENT NEW PLANTING BED AREA TABLE: STRAND LIGHTS TRUNCATED DOME WARNING PANELS TELEPHONE BOX ELECTIC BOX GAS METER ELECTRIC METER SANITARY MANHOLE POST/BOLLARD BUILDING LINE UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND SANITARY UNDERGROUND GAS INDEX CONTOUR INTERVAL CONTOUR FENCE E E T T G G EXISITNG CONIFEROUS TREE EXISTING DECIDUOUS TREE WATER MANHOLE WATER METER IRRIG. CONTROL VALVE EXISTING LIGHT PROPERTY LINE/ROW T = 4-SEAT H = ACCESSIBLE TABLE NEW STANDARD CONCRETE "ANNIE" MONUMENT EXISTING CONCRETE EXISTING PLANTING BED AREA EXISTING EDGE OF PAVEMENT EASEMENT NEW PARKING STRIPING CRUSHER FINES AREA WASHED RIVER ROCK COBBLE MIX CONCRETE HEADER CONTRACTION JOINT RELOCATED POWER BOLLARD (SEE SHT. E0.4 LIGHTING FIXTURE SCHEDULE FOR LIGHT TYPE) STAGE LIGHT (SEE SHEET SD3, DETAILS 1, 3 & 4) E E E E FLAGSTONE PAVERS TRASH RECEPTACLE SITE PLAN LEGEND SIGN RELOCATION: PS = PARKING SIGN PT = PET STATION SIGN YP = YIELD TO PEDESTRIANS UPLIGHT EXISTING BOULDERS EXISTING ASPHALT PAVEMENT NEW PLANTING BED AREA TABLE: STRAND LIGHTS TRUNCATED DOME WARNING PANELS TELEPHONE BOX ELECTIC BOX GAS METER ELECTRIC METER SANITARY MANHOLE POST/BOLLARD BUILDING LINE UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND SANITARY UNDERGROUND GAS INDEX CONTOUR INTERVAL CONTOUR FENCE E E T T G G EXISITNG CONIFEROUS TREE EXISTING DECIDUOUS TREE WATER MANHOLE WATER METER IRRIG. CONTROL VALVE EXISTING LIGHT PROPERTY LINE/ROW T = 4-SEAT H = ACCESSIBLE TABLE NEW STANDARD CONCRETE "ANNIE" MONUMENT EXISTING CONCRETE EXISTING PLANTING BED AREA EXISTING EDGE OF PAVEMENT EASEMENT NEW PARKING STRIPING CRUSHER FINES AREA WASHED RIVER ROCK COBBLE MIX CONCRETE HEADER CONTRACTION JOINT RELOCATED POWER BOLLARD (SEE SHT. E0.4 LIGHTING FIXTURE SCHEDULE FOR LIGHT TYPE) STAGE LIGHT (SEE SHEET SD3, DETAILS 1, 3 & 4) G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E T T T T E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EAST OAK STREET MATHEWS STREET E E E E E E E E SYMBOL DESCRIPTION #1 NEW LIGHT SAND ETCH CONCRETE (SEE: 03 00 00 - CONCRETE, SPECIFICATIONS) #2 NEW STANDARD SAND ETCH CONCRETE (SEE: 03 00 00 - CONCRETE, SPECIFICATIONS) NEW ASPHALT GRANITE RIVER BOULDERS: #0 = 6' X 4' X 3' #1 = 4' X 3' X 3' #2 = 3' X 2.5' X 2.5' #3 = 2.5' X 2 X 1.5' BENCH: B = STANDARD BENCH BM = BENCH WITH MEMORIAL PLAQUE #3 NEW HEAVY SAND ETCH CONCRETE (SEE: 03 00 00 - CONCRETE, SPECIFICATIONS) SEAT WALL PEDESTRIAN LIGHT FLAGSTONE PAVERS TRASH RECEPTACLE SITE PLAN LEGEND SIGN RELOCATION: PS = PARKING SIGN PT = PET STATION SIGN YP = YIELD TO PEDESTRIANS UPLIGHT EXISTING BOULDERS EXISTING ASPHALT PAVEMENT NEW PLANTING BED AREA TABLE: STRAND LIGHTS TRUNCATED DOME WARNING PANELS TELEPHONE BOX ELECTIC BOX GAS METER ELECTRIC METER SANITARY MANHOLE POST/BOLLARD BUILDING LINE UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND SANITARY UNDERGROUND GAS INDEX CONTOUR INTERVAL CONTOUR FENCE E E T T G G EXISITNG CONIFEROUS TREE EXISTING DECIDUOUS TREE WATER MANHOLE WATER METER IRRIG. CONTROL VALVE EXISTING LIGHT PROPERTY LINE/ROW T = 4-SEAT H = ACCESSIBLE TABLE NEW STANDARD CONCRETE "ANNIE" MONUMENT EXISTING CONCRETE EXISTING PLANTING BED AREA EXISTING EDGE OF PAVEMENT EASEMENT NEW PARKING STRIPING CRUSHER FINES AREA WASHED RIVER ROCK COBBLE MIX CONCRETE HEADER CONTRACTION JOINT RELOCATED POWER BOLLARD (SEE SHT. E0.4 LIGHTING FIXTURE SCHEDULE FOR LIGHT TYPE) STAGE LIGHT (SEE SHEET SD3, DETAILS 1, 3 & 4) G G G G G G G G G G E E expected on November 26, 2013.