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CC - Item 5C - Rosemead Park Trail Enhancement Project• E M f S a ~ n9 ~~F'ORATEL tQ • ROSEMEAD CITY COUNCIL STAFF REPORT TO: THE HONORABLE MAYOR AND CITY COUNCIL FROM: OLIVER CHI, CITY MANAGER DATE: JUNE 10, 2008 SUBJECT: ROSEMEAD PARK TRAIL ENHANCEMENT PROJECT SUMMARY On February 12, 2008, Mayor Tran asked staff to develop a cost estimate and scope of work for the possible addition of a recreational trail at Rosemead Park. Due to the high recreational use at the park, a trail would benefit nearby schools, the surrounding neighborhood, and the general public. In addition, staff researched the cost of adding stationary exercise equipment thereby creating a "fitness trail," as is common with many park trails. Attached is a conceptual design and specifications for the development of a recreational fitness trail at Rosemead Park. Staff Recommendation Staff recommends that the City Council provide further direction on the potential development of a recreational trail at Rosemead Park. DISCUSSION Background Rosemead Park is the City's largest and, arguably, most used park. The Park is located on the northwest corner of Mission Drive and Encinita Avenue. It abuts a neighborhood to the east and is bordered by Rosemead High School on the west and Encinita Elementary School on the north. Rosemead Park houses City preschool classes and swim programs, youth and adult sports activities, numerous picnic shelters, basketball courts, and three playgrounds-all of which are heavily used by the community. In the last several months, staff has noticed that in addition to the uses listed above, the park is frequented by joggers/walkers, volleyball participants, and tai-chi practitioners. Due to these uses, staff has looked into several potential enhancements that would help make the park more functional to serve the needs of residents. APPROVED FOR CITY COUNCIL AGENDA: ) . City Council Meeting June 10, 2008 Page 2 of 4 Proposed Park Enhancements A conceptual design of the fitness trail is attached (Attachment 1). In addition to the trail, staff has included a rubberized asphalt concrete pad for tai-chi participants and several stationary exercise equipment pieces to create a fitness trail for Park users. Jogging/Walking Trail The new trail would run approximately 'h-mile in length and traverse much of the park's perimeter. In preparation of the design, staff evaluated existing irrigation plans and tree layout and conducted a site survey to ensure minimal impact to existing amenities. The proposed trail would measure six feet in total width and be constructed of asphalt concrete. The trail will also include distance intervals so that trail users can estimate an approximate distance traveled. Tai-Chi Exercise PadNolleyball Court The new exercise pad/volleyball court would be located directly adjacent to the park's southern parking lot. The pad would be topped with rubberized asphalt concrete. The total area for the exercise pad/volleyball court would measure 1,800 square feet (60 feet long by 30 feet wide) and would replace a current grassy space adjacent to the park's parking lot along Mission Boulevard. Installation of the pad would require slight modifications to the existing irrigation layout and minimal grading work. Stationary Exercise Equipment The conceptual design calls for the addition of sixteen new stationary exercise units. Each of the units is easy to use, safe, appropriate for all ages, and durable. They come with a fifteen year warranty on parts and a five year warranty on seating equipment. The units come in multiple exercise disciplines including upper body, lower body, and cardiovascular health elements (Attachment 2). Each of the units would be installed in flat grass areas adjacent to the new trail. These fitness systems can currently be found in parks in the cities of Costa Mesa, Los Angeles, and Westminster. Each reports a high degree of user satisfaction. Timeline If directed to move forward, staff will work to advertise and complete this project according to the following schedule: June 10th - Authorization to Proceed City Council Approval of Specifications, Appropriation of Funds, and Authorization to Solicit Proposals for Park Enhancements June 16th and 23`d - Advertisement Advertisement of Project in Local Publications/Trade Journals June 30th - Bid Opening Public Bid Opening for Project • • City Council Meeting June 10, 2008 Page 3 of 4 July 14th - August 29th Project Duration Grading, Site Prep, Staking Trail Area: Pour/Install Concrete and Rubberized Asphalt Concrete Install Stationary Exercise Equipment: *Work will take place on weekdays, between the hours of 7AM and 5PM and not affect any softball or baseball games. The project will be done in phases to minimize the impact on park use. August 30th Project Completion and trail opened for public use. Next Steps If the City Council decides to proceed with this project, it would require the following action: • Approval of Plans/Specifications • Appropriation of $303,173 for the work • Appropriation of $30,317 (10%) for unforeseen conditions. • Authorization to Solicit Proposals Staff is asking that City Council provide direction on how to proceed with this proposed project. FINANCIAL REVIEW The total appropriation needed to award this project is $333,490. This includes project costs, materials, construction management, and project management and contingency costs (Attachment 3). Of this total amount, staff has identified several funding sources to help fund this project, including: Transportation Development Act Funds -$150,000 Rosemead Community Development Commission Bond Proceeds -$183,490 Of note, no general fund monies will be used to complete this project. ENVIRONMENTAL REVIEW The project is categorically exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 (a) of the CEQA Implementing Guidelines. This exemption covers building alterations involving partitions, plumbing, electrical, etc. • • City Council Meeting June 10, 2008 Page 4 of 4 Prepared by: Prepared by: Chris Marcarello Deputy Public Works Director City Manager David Montgomery-Scott Parks and Recreation Director Reviewed by (Financial Review): r Matt Hawkesworth Assistant City Manager Attachments: (1) Conceptual Trail and Park Enhancement Layout and Specification (2) Stationary Exercise Equipment Brochure (3) Cost Breakdown r-I ~ a W E CO) CO) J ~ p J r , W + y i W Q Q y , - . } U) J o i Q a. z (0) O ` f . 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Bid Due Date: June 30, 2008. The City will receive bids in the offices of the City Clerk, 8838 East Valley Boulevard, Rosemead, California 91770, up to the hour of 2:00 pm, on June 30, 2008, at which time they will be publicly opened. Time of Completion: The Contractor shall complete all work in every detail within thirty five (35) working days after the date in the Notice to Proceed with Work. The Work will be completed during normal working hours. Should any questions arise please feel free to contact the Project Manager, The Del Terra Group, (626) 839-9300. CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL BID OVERVIEW STANDARD SPECIFICATIONS 00005 VERSION 08-07 PAGE 1 OF I SECTION 00010 SCHEDULE OF IMPORTANT DATES Dates of Advertisement: June 16`h 2008 & June 23`d 2008 Pre-Bid Conference June 24th - 2:00 pm a Rosemead Park Parking Lot Time for Receiving Bids: June 30" - 2:00 p.m. Letter of Intent: July 3d,2008 Notice to Proceed: July 91h, 2008 Start of Work: July 14`h, 2008 Completion of Work : Not later than August 29`h, 2008 CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL STANDARD SPECIFICATIONS SCHEDULE OF IMPORTANT DATES 00010 VERSION 08-07 PACE I OF I SECTION 00010 174 NOTICE TO CONTRACTORS CALLING FOR BIDS CITY: Rosemead PROJECT IDENTIFICATION: CONSTRUCTION OF A NEW CONCRETE PEDESTRIAN TRAIL THROUGHOUT ROSEMEAD PARK PROJECT NO: 08070ORP BIDS DUE BY: June 301h 2008 SUBMIT BIDS TO: City of Rosemead 8838 E. Valley Blvd Rosemead, California 91770 BID AND CONTRACT City of Rosemead 8838 E. Valley Blvd Rosemead, California DOCUMENTS AVAILABLE: 91770 upon a payment of $25.00 nonrefundable fee. MANDATORY PRE-BID Rosemead Park Parking Lot JOB WALK LOCATION: 4343 Encinita Ave Rosemead, California 91770 JOB WALK DATE/TIME: June 24`h, 2008 @ 2:00 pm NOTICE IS HEREBY GIVEN that City of Rosemead, acting by and through its City Council, hereinafter the "City " will receive up to, but not later than the above-stated date and time, sealed Bid Proposals for the Contract for the Work generally described as: City Council Chamber Remodel. 1.01 Submittal of Bid Proposals. All Bid Proposals shall be submitted on forms furnished by the City. Bid Proposals must conform with, and be responsive to, the Bid and Contract Documents, copies of which may be obtained from the City as set forth above. Only Bid Proposals submitted to the City prior to the date and time set forth above for the public opening and reading of Bid Proposals shall be considered. 1.02 Bid and Contract Documents. Bidder may obtain, at Bidder's sole cost and expense, the Bid and Contract Documents at the location stated above. CITY OF ROSEMEAD PARK PEDESTRIAN NOTICE TO CONTRACTORS CALLING FOR BIDS TRAIL STANDARD SPECIFICATIONS 00010 VERSION 08-07 PAGE I OF 5 1.03 Bid Proposal. Each Bid Proposal shall consist of A. Bid Proposal B. Bid Security C. List of Subcontractors D. Non-Collusion Affidavit E. Statement of Bidder's Qualifications All information or responses of a Bidder in its Bid Proposal and other documents accompanying the Bid Proposal shall be complete, accurate and true; incomplete, inaccurate or untrue responses or information provided therein by a Bidder may be grounds for the City to reject such Bidder's Bid Proposal for non-responsiveness. 1.04 Job-Walk. The City will conduct a ONE TIME ONLY MANDATORY PRE-BID JOB WALK for the Work to be held at the location, date and time stated above. Failure to attend will render the Bid Proposal of such bidder to be non-responsive. 1.05 Prevailing Wage Rates; Employment of Apprentices and Labor Compliance Program. The Project is subject to the provisions of Labor Code §§1720 et seq. and regulations set forth in Title 8 §§16000 et seq. of the California Code of Regulations which govern the payment of prevailing wages on public works projects. All bidders shall be governed by and required to comply with these statutes and regulations in connection with the Project. Pursuant to Labor Code § 1771, the Contractor receiving award of the Contract and Subcontractors of any tier shall pay not less than the prevailing wage rates to all workers employed in the execution of the Contract. Bidders shall comply with applicable statutes and regulations, including but not limited to Labor Code 1771, 1775, 1777.5, 1813 and 1815. The City has initiated a Labor Compliance Program ("LCP"), pursuant to the provisions of Labor Code § 1771.5 and other applicable law. The initial approval of the City's LCP is pending. The City's LCP Manual is included in Section 00900 of the Contract Specifications. The Contractor and Subcontractors of any tier shall comply with the LCP initiated and enforced by the City. For inquiries, questions or assistance with regard to the LCP, contact the office of the City Clerk, 8838 E. Valley Blvd, Rosemead CA. Pursuant to Labor Code §1773, the Director of the DIR has determined the generally prevailing rates of wages in the locality in which the Work is to be performed. Pursuant to Labor Code §1773.2, copies of these determinations, entitled "PREVAILING WAGE SCALE", are maintained at the City's offices located at 8838 E. Valley Blvd, Rosemead CA, and are available to any interested party upon request. Copies of rate schedules are also available on the Internet at http://www.dir.ca.gov/D[R/S&R/statisticsaresearch.html. The Contractor awarded the Contract for the Work shall post a copy of all applicable prevailing wage rates for the Work at conspicuous locations at the Site of the Work. CITY OF ROSEMEAD PARK PEDESTRIAN NOTICE TO CONTRACTORS CALLING FORBIDS TRAIL STANDARD SPECIFICATIONS 00010 VERSION 08-07 PAGE 2 OF 5 0 0 Bidders are directed to Article 4.21 of Section 00700 (General Conditions) and to Section 00900 (Labor Compliance Program Manual and Forms) for detailed requirements concerning payment of prevailing wage rates, payroll records, hours of work, employment of apprentices, and the City's LCP requirements and enforcement procedures. 1.06 Contractors License Classification. In accordance with the provisions of California Public Contract Code §3300, the City requires that Bidders possess the following classification(s) of California Contractors License at the time that the Contract for the Work is awarded: "B" General Contractor. 1.07 Contract Time. Substantial Completion of the Work shall be achieved within thirty five (35) WORKING DAYS after the date for commencement of the Work as set forth in the Notice to Proceed issued by the City. Failure to achieve Substantial Completion within the Contract Time will result in the assessment of Liquidated Damages of two hundred and fifty ($250.00) per day after expiration of original contract. 1.08 Bid Security. Each Bid Proposal shall be accompanied by Bid Security in an amount not less than TEN PERCENT (10%) of the maximum amount of the Bid Proposal, inclusive of any additive Alternate Bid Item(s). Failure of any Bid Proposal to be accompanied by Bid Security in the form and in the amount required shall render such Bid Proposal to be non-responsive and rejected by the City. 1.09 No Withdrawal of Bid Proposals. period of ninety (90) days after the During this time, all Bidders shall Proposals. No Bidder shall withdraw its Bid Proposal for a award of the Contract by the City's City Council. guarantee prices quoted in their respective Bid 1.10 Substitute Security. In accordance with the provisions of California Public Contract Code §22300, substitution of eligible and equivalent securities for any monies withheld by the City to ensure the Contractor's performance under the Contract will be permitted at the request and expense of the Contractor. The foregoing notwithstanding, the Bidder to whom the Contract is awarded shall have forty five (45) days following action by the City 's City Council to award the Contract to such Bidder to submit its written request to the City to permit the substitution of securities for retention. The failure of the Bidder to make such written request to the City within said forty five (45) day period shall be deemed a waiver of the Bidder's rights under California Public Contract Code §22300. 1.11 Waiver of Irregularities. The City reserves the right to reject any or all Bid Proposals or to waive any irregularities or informalities in any Bid Proposal or in the bidding. 1.12 Award of Contract. The Contract for the Work, if awarded, will be by action of the City's City Council to the responsible Bidder submitting the lowest responsive Bid Proposal. If the Bid Proposal requires Bidders to propose prices for Alternate Bid Items, the City 's selection of Alternate Bid Items, if any, for determination of the lowest priced CITY OF ROSEMEAD PARK PEDESTRIAN NOTICE TO CONTRACTORS CALLING FOR BIDS TRAIL STANDARD SPECIFICATIONS 00010 VERSION 08-07 PAGE 3 OF 5 Bid Proposal and for inclusion in the scope of the Contract to be awarded shall be in accordance with this Notice and the Instructions for Bidders. 1.13 Inquiries and Clarifications. This document is for informational purposes and shall not relieve the Bidder of the requirements to fully familiarize itself with all the factors affecting the Project and his Bid. The Bidder is advised that all inquiries and clarifications about the Bid Documents, Drawings, Specifications, etc., shall be submitted to the City in writing at least five (5) days before the bid opening date. The City will respond at its earliest possible opportunity. Verbal communication by either party with regard to this matter is invalid. Inquiries shall be sent to: Del Terra Group 13181 Crossroads Parkway Suite 200. 1.14 Alternate Bid Items. The selection of Bid Alternates for determination of the lowest Bid Proposal will be based upon the Base Bid Proposal alone or a combination of the Base Bid Proposal and one or more Bid Alternates as selected by the City in accordance with the following "blind bidding" procedures. After opening timely submitted Bid Proposals and before the public reading of the Bid Proposals, City staff who will not be engaged in the selection of Bid Alternates ("Clerical Staff') will assign each Bidder an alphabetical letter for identification purposes. The Clerical Staff will mask all portions of the Bid Proposal and other documents submitted with Bid Proposals so that the identity of each Bidder and each listed subcontractor is not revealed. The Clerical Staff will maintain a list ("Bidders List") which identifies each Bidder's name and a corresponding alphabetical letter assigned to each Bidder. After completing the Bidders List, the Clerical Staff will publicly read the Bid Proposal amounts of each Bidder for the Base Bid as well as each Bid Alternate. In this public reading, Bidders will not be identified by name, only by alphabetical letter assigned to each Bidder. After the public reading of Bid Proposals, the Clerical Staff will provide the Project Manager, Architect and City staff responsible for selection of Bid Alternates ("Review Team") copies of the Bid Proposals with the identities of Bidders and listed subcontractors masked. Bid Proposals reviewed by the Review Team will identify Bidders only by alphabetical letters. At such time as the Review Team has completed its review of the Bid Proposals, has selected Bid Alternates and has determined which Bidder (by the alphabetical letter designation assigned by Clerical Staff has submitted the lowest Bid Proposal based upon the Base Bid and any combination of the Bid Alternates as determined by the Review Team, the Clerical Staff will make available to the Review Team the Bidders List so that the identity of the Bidder to be awarded the Contract can be identified. Until such time as the Review Team has completed review of Bid Proposals and determination of which Bidder has submitted the lowest responsive Bid Proposal, there will be no communication between members of the Clerical Staff and members of the Review Team regarding the identities of Bidders or listed subcontractors or any disclosure of any portion of the Bidders List. END OF SECTION CITY OF ROSEMEAD PARK PEDESTRIAN NOTICE TO CONTRACTORS CALLING FOR BIDS TRAIL STANDARD SPECIFICATIONS 00010 VERSION 08-07 PAGE 4 OF 5 SECTION 00020 0 INSTRUCTIONS FOR BIDDERS 1.01 Preparation and Submittal of Bid Proposal. A. Bid Proposal Preparation. All information required by the bid forms must be completely and accurately provided. Numbers shall be stated in both words and figures where so indicated in the bid forms; conflicts between a number stated in words and in figures are governed by the words, except where the figures represent an express, correctly calculated sum Partially completed Bid Proposals may be deemed non-responsive. Bid Proposals submitted on other than the bid forms included herein shall be deemed non-responsive. Bid Proposals not conforming to these Instructions for Bidders and the Notice to Contractors Calling for Bids ("Call for Bids") may be deemed non-responsive and rejected. Each Bidder is solely responsible for all costs and expenses incurred by the Bidder in preparing and submitting a Bid Proposal to the City. B. Bid Proposal Submittal. Bid Proposals shall be submitted at the place designated in the Call for Bids in sealed envelopes bearing on the outside the Bidder's name and address along with an identification of the Work for which the Bid Proposal is submitted. Bidders are solely responsible for timely submission of Bid Proposals to the City at the place designated in the Call for Bids. C. Date and Time of Bid Proposal Submittal. A Bid Proposal is considered submitted only if the outer envelope containing the Bid Proposal is stamped by the City's date/time stamp machine at the place designated for submittal of the Bid Proposal. The date/time stamp is controlling and determinative as to the date and time of the Bidder's submittal of its Bid Proposal. Bid Proposals received after the date and time specified in the Call for Bids are non-responsive and will be returned to the Bidder unopened. D. Alternate Bid Item(s). If the Bid Proposal forms do not specifically call for the submittal of alternate bid item(s) and a Bidder submits alternate bid item(s), the City may deem the Bid Proposal to be non-responsive and reject the same. In the event that alternate item(s) are specifically called for in the Bid Proposal forms, any Bid Proposal which does not include bid(s) for the alternate item(s) may result in the Bid Proposal being deemed by the City to be non-responsive and rejected. In the event that bids for alternate item(s) are specifically called for in the Bid Proposal forms, the Bidder is referenced to the provisions of the Contract Documents permitting the City, during performance of the Work of the Contract Documents, to add or delete such alternate item(s) with the cost or credit CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL INSTRUCTIONS FOR BIDDERS STANDARD SPECIFICATIONS 00020 VERSION 08-07 PAGE I OF 11 (inclusive of all direct and indirect costs, supervision, overhead and profit) for such alternate item(s) to be in the amount(s) set forth in the Bidder's Bid Proposal for such alternate item(s). 1.02 Bid Security. Bid Security shall be in the form of (a) cash, (b) a certified or cashier's check made payable to the City or (c) a Bid Bond, in the form and content attached hereto, in favor of the City executed by the Bidder as a principal and an Admitted Surety Insurer under Code of Civil Procedure §§995.120 and 995.311 as surety (the "Bid Security") in an amount not less than the stated percentage of the maximum amount of the Bid Proposal. Any Bid Proposal submitted without the required Bid Security is non- responsive and will be rejected. 1.03 Signatures. All bid forms shall be executed by an individual duly authorized to execute the same on behalf of the Bidder. 1.04 Modifications. Changes to the Bid Proposal which are not specifically called for or permitted may result in the City's rejection of the Bid Proposal as being non-responsive. No oral or telephonic modification of any submitted Bid Proposal will be considered. A written modification may be considered only if actually received by the City ten (10) days prior to the scheduled closing time for receipt of Bid Proposals. 1.05 Erasures; Inconsistent or Illegible Bid Proposals. Bid Proposals must not contain any erasures, interlineations or other corrections unless the same are suitably authenticated by affixing in the margin immediately opposite such erasure, interlineation or correction the surname(s) of the person(s) signing the Bid Proposal. Any Bid Proposal not conforming to the foregoing may be deemed by the City to be non-responsive. If any Bid Proposal, or portions thereof, is determined by the City to be illegible, ambiguous or inconsistent, the City may reject such a Bid Proposal as being non-responsive. 1.06 Examination of Site and Contract Documents. Each Bidder shall, at its sole cost and expense, inspect the Site to become fully acquainted with the Contract Documents and conditions affecting the Work. The failure of a Bidder to receive or examine any of the Contract Documents or to inspect the Site shall not relieve such Bidder from any obligation with respect to the Bid Proposal, the Contract or the Work required under the Contract Documents. The City assumes no responsibility or liability to any Bidder for, nor shall the City be bound by, any understandings, representations or agreements of the City is agents, employees or officers concerning the Contract Documents or the Work made prior to execution of the Contract. The submission of a Bid Proposal shall be deemed prima facie evidence of the Bidder's full compliance with the requirements of this section. 1.07 Withdrawal of Bid Proposal. Any Bidder may withdraw its Bid Proposal without penalty by written request received by the City prior to the scheduled closing time for the CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL INSTRUCTIONS FOR BIDDERS STANDARD SPECIFICATIONS 00020 VERSION 08-07 PAGE 2 OF 1 I receipt of Bid Proposals. Requests for withdrawal of bid proposals after scheduled closing time shall be in accordance with Public Contract Code §§5100 et seq. 1.08 Documents Required Upon Award of Contract. The Agreement which the successful Bidder, as Contractor, will be required to execute along with the other documents which will be required to be furnished are included in the Contract Documents and shall be carefully examined by the Bidder. 1.09 Interpretation of Drawings, Specifications or Contract Documents. Any Bidder in doubt as to the true meaning of any part of the Contract Documents or who finds discrepancies, errors or omissions therein; or who finds variances in any of the Contract Documents with applicable rules, regulations, ordinances and/or laws, may submit to the City a written request for an interpretation or correction thereof. It is the sole and exclusive responsibility of the Bidder to submit such request not less than seven (7) days prior to the scheduled closing for the receipt of Bid Proposals. Interpretations or corrections of the Contract Documents will be by written addendum issued by the City, a copy of which will be sent to each Bidder who attends the mandatory pre-bid job walk. No person is authorized to render an oral interpretation or correction of any portion of the Contract Documents to any Bidder, and no Bidder is authorized to rely on any such oral interpretation or correction. Failure to request interpretation or clarification of any portion of the Contract Documents pursuant to the foregoing is a waiver of any discrepancy, defect or conflict therein. 1.10 Request for Substitutions Prior to Bid Opening. Any Bidder may submit Request(s) for Substitution on the form provided herein, together with all substantiating data, no later than seven (7) days prior to the scheduled closing time for receipt of the Bid Proposals, in accordance with Public Contract Code §3400. The City shall use its best efforts to consider and act upon such Request for Substitution in a timely fashion. Actions taken, if any, concerning the Request for Substitution will be by written addendum issued by the City, a copy of which will be sent to each Bidder who attends the mandatory pre-bid job walk. In the absence of written addendum, the Request for Substitution shall be deemed denied for purposes of the City's evaluation of the Bid Proposals and award of the Contract. 1.11 City's Right to Modify Contract Documents. Before the scheduled closing time for receipt of Bid Proposals, the City may modify the Work, the Contract Documents, or any portion(s) thereof by the issuance of written addenda disseminated to all Bidders who have attended the mandatory pre-bid job walk. If the City issues any addenda, the failure of any Bidder to acknowledge such addenda in its Bid Proposal may render the Bid Proposal non-responsive. 1.12 Bidders Interested in More Than One Bid Proposal. No person, firm, corporation or other entity shall submit or be interested in more than one Bid Proposal for the same CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL INSTRUCTIONS FOR BIDDERS STANDARD SPECIFICATIONS 00020 VERSION 08-07 PAGE 3 OF 1 I • 1.13 Work; provided, however, that a person, firm or corporation that has submitted a sub- proposal to a Bidder or who has quoted prices for materials to a Bidder is not thereby disqualified from submitting a sub-proposal, quoting prices to other Bidders or submitting a Bid Proposal for the proposed Work to the City. Award of Contract A. Waiver of Irregularities or Informalities. The City reserves the right to reject any and all Bid Proposals or to waive any irregularities or informalities in any Bid Proposal or in the bidding. B. Award to Lowest Responsive Responsible Bidder. The award of the Contract, if any, will be to the responsible Bidder submitting the lowest responsive Bid Proposal on the basis of the Base Bid Proposal. C. Selection of Alternate Bid Items; Basis of Award of Contract. The selection of Bid Alternates for determination of the lowest Bid Proposal will be based upon the Base Bid Proposal alone or, if Bid Alternates are requested, a combination of the Base Bid Proposal and one or more Bid Alternates as selected by the City in accordance with the following "blind bidding" procedures. After opening timely submitted Bid Proposals and before the public reading of the Bid Proposals, City staff who will not be engaged in the selection of Bid Alternates ("Clerical Staff') will assign each Bidder an alphabetical letter for identification purposes. The Clerical Staff will mask all portions of the Bid Proposal and other documents submitted with Bid Proposals so that the identity of each Bidder and each listed subcontractor is not revealed. The Clerical Staff will maintain a list ("Bidders List") which identifies each Bidder's name and a corresponding alphabetical letter assigned to each Bidder. After completing the Bidders List, the Clerical Staff will publicly read the Bid Proposal amounts of each Bidder for the Base Bid as well as each Bid Alternate. In this public reading, Bidders will not be identified by name, only by alphabetical letter assigned to each Bidder. After the public reading of Bid Proposals, the Clerical Staff will provide the Project Manager, Architect and City staff responsible for selection of Bid Alternates ("Review Team") copies of the Bid Proposals with the identities of Bidders and listed subcontractors masked. Bid Proposals reviewed by the Review Team will identify Bidders only by alphabetical letters. At such time as the Review Team has completed its review of the Bid Proposals, has selected Bid Alternates and has determined which Bidder (by the alphabetical letter designation assigned by Clerical Staff) has submitted the lowest Bid Proposal based upon the Base Bid and any combination of the Bid Alternates as determined by the Review Team, the Clerical Staff will make available to the Review Team the Bidders List so that the identity of the Bidder to be awarded the Contract can be identified. Until such time as the Review Team has completed review of Bid Proposals and determination of which Bidder has submitted the CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL STANDARD SPECIFICATIONS INSTRUCTIONS FOR BIDDERS 00020 VERSION 08-07 PAGE 4 OF I I • • lowest responsive Bid Proposal, there will be no communication between members of the Clerical Staff and members of the Review Team regarding the identities of Bidders or listed subcontractors or any disclosure of any portion of the Bidders List. D. Alternate Bid Items Not Included in Award of Contract. During performance of the Work, it is the City's option to add or delete from the scope of the Work Alternate Bid Items that were not included in the award of Contract. City may elect to have work done at price(s) set forth in the Alternate Bid Items Proposal. E. Responsive Bid Proposal. A responsive Bid Proposal shall mean a Bid Proposal which conforms, in all material respects, to the Bid and Contract Documents. F. Responsible Bidder. A responsible Bidder is a Bidder who has the capability in all respects to perform fully the requirements of the Contract Documents and the moral and business integrity and reliability that will assure good faith performance. In determining responsibility, the following criteria will be considered: (i) the ability, capacity and skill of the Bidder to perform the Work of the Contract Documents; (ii) whether the Bidder can perform the Work promptly and within the time specified, without delay or interference; (iii) the character, integrity, reputation, judgment, experience and efficiency of the Bidder; (iv) the quality of performance of the Bidder on previous contracts, by way of example only, the following information will be considered: (a) the administrative, consultant or other cost overruns incurred by the City on previous contracts with the Bidder; (b) the Bidder's compliance record with contract general conditions on other projects; (c) the submittal by the Bidder of excessive and/or unsubstantiated extra cost proposals and claims on other projects; (d) the Bidder's record for completion of work within the contract time and the Bidder's compliance with the scheduling and coordination requirements on other projects; (e) the Bidder's demonstrated cooperation with the City and other contractors on previous contracts; (f) whether the work performed and materials furnished on previous contracts was in accordance with the Contract Documents; (v) the previous and existing compliance by the Bidder with laws and ordinances relating to contracts; (vi) the sufficiency of the financial resources and ability of the Bidder to perform the work of the Contract Documents; (vii) the quality, availability and adaptability of the goods or services to the particular use required; (viii) the ability of the Bidder to provide future maintenance and service for the warranty period of the Contract; (ix) whether the Bidder is in arrears on debt or contract or is a defaulter on any surety bond; (x) such other information as may be secured by the City having a bearing on the decision to award the Contract, to include without limitation the ability, experience and commitment of the Bidder to properly and reasonably plan, schedule, coordinate and execute the Work of the Contract Documents and whether the Bidder has ever been debarred from bidding or found ineligible for CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL INSTRUCTIONS FOR BIDDERS STANDARD SPECIFICATIONS 00020 VERSION 08-07 PAGE 5 OF I I 0 0 bidding on any other projects. The ability of a Bidder to provide the required bonds will not of itself demonstrate responsibility of the Bidder. Upon request of the City, Bidder must promptly submit satisfactory evidence of any of the items listed above. 1.15 Subcontractors A. Designation of Subcontractors; Subcontractors List. Each Bidder shall submit a list of its proposed Subcontractors for the proposed Work as required by the Subletting and Subcontracting Fair Practices Act (California Public Contract Code §§4100 et seq.) on the form furnished (Section 00215). The City may request that one or more apparent low Bidders provide to the City within twenty four (24) hours of bid opening the license numbers and value of work for each listed subcontractor submitted by Bidder. Any Bidder's failure to comply with the City's request may deem such Bidder's bid non-responsive and subject to rejection by the City. B. Work of Subcontractors. The organization or arrangements of the Specifications and Drawings shall not limit the extent of the Work of the Contract Documents. Accordingly, all Bidders are encouraged to disseminate all of the Specifications, Drawings and other Contract Documents to all persons or entities submitting sub- bids to the Bidder. The omission of any portion or item of Work from the Bid Proposal or from the sub-bidders' sub-bids which is reasonably inferable from the Contract Documents is not a basis for adjustment of the Contract Price or the Contract Time. 1.16 Workers' Compensation Insurance. Pursuant to California Labor Code §3700, the successful Bidder shall secure Workers' Compensation Insurance for its employees engaged in the Work of the Contract. The successful bidder shall sign and deliver to the City the Workers Compensation Insurance certificate provided in Section 00415 prior to performing any of the Work under the Contract. 1.17 Bid Security Return. The Bid Security of three or more low Bidders, the number being solely at the discretion of the City, will be held by the City for ten (10) days after the period for which Bid Proposals must be held open (which is set forth in the Call for Bids) or until posting by the successful Bidder(s) of the bonds, certificates of insurance required and return of executed copies of the Agreement, whichever first occurs, at which time the Bid Security will be returned to them. 1.18 Forfeiture of Bid Security. If the Bidder awarded the Contract fails or refuses to execute the Agreement within seven (7) days from the date of receiving notification that it is the Bidder to whom the Contract has been awarded, the City may declare the Bidder's Bid Security forfeited as damages caused by the failure of the Bidder to enter into the CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL INSTRUCTIONS FOR BIDDERS STANDARD SPECIFICATIONS 00020 VERSION 08-07 PAGE 6 OF I 1 0 9 Contract and may thereupon award the Contract for the Work to the responsible Bidder submitting the next lowest responsive Bid Proposal or may call for new bids, in City's sole and exclusive discretion. 1.19 Contractor's License. No Bid Proposal will be considered from a Bidder who, at the time Bid Proposals are opened, is not licensed to perform the Work of the Contract Documents, in accordance with the Contractors License Law, California Business & Professions Code §§7000 et seq. This requirement is not a mere formality and cannot be waived by the City or its City Council. The required California Contractor's License classification(s) for the Work is set forth in the Call for Bids. The Contractor will be required to maintain the license(s) through the duration of the Contract. Any questions concerning a Contractor may be referred to the Registrar, Contractors' State License Board, P.O. Box 2600, Sacramento, CA 95826. 1.20 Anti-Discrimination. It is the policy of the City that there be no discrimination against any prospective or active employee engaged in the Work because of race, color, ancestry, national origin, religious creed, sex, age or marital status. All Bidders agree to comply with the City 's anti-discrimination policy and all applicable Federal and California anti- discrimination laws including but not limited to the California Fair Employment & Housing Act beginning with California Government Code §§12940 et seq. and California Labor Code §1735. In addition, all Bidders agree to require like compliance by any Subcontractor employed by them on the Work of the Contract. 1.21 Job-Walk. A. City Conduct of Job-Walk. The City will conduct a Job Walk at the time and place designated in the Call for Bids. Regardless of whether the Job Walk is or is not designated as being mandatory, the City may, in its sole and exclusive discretion, elect to conduct one or more Job Walks in addition to that set forth in the Call for Bids, in which event the City shall notify all Bidders who have obtained the Contract Documents pursuant to the Call for Bids of any such additional Job Walk. If the City elects to conduct any Job Walk in addition to that set forth in the Call for Bids, the City shall, in its notice of any such additional Job Walks, indicate whether Bidders' attendance at such additional Job-Walks is/are mandatory; in the event that any such additional Job-Walks is/are designated as being mandatory, the provisions of this section 1.21 shall be deemed to apply to such additional Job-Walks. B. Mandatory Job Walk. If the Job Walk is designated in the Call for Bids as being mandatory, the failure of any Bidder to have its authorized representative present at the Job Walk will be grounds for the City to reject such bid and the Bid Proposal will be returned to the Bidder unopened. Where the Job Walk is mandatory, a Bidder may have more than one authorized representative and/or representatives of its Subcontractors present at the Job Walk; provided, however that attendance by CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL INSTRUCTIONS FOR BIDDERS STANDARD SPECIFICATIONS 00020 VERSION 08-07 PAGE 7 OF 11 9 0 representatives of the Bidder's Subcontractors without attendance by a representative of the Bidder shall not be sufficient to meet the Bidder's obligations hereunder and will be grounds for the City to declare the Bid Proposal of such Bidder to be non-responsive. Notwithstanding any other provisions of the Call for Bids or these Instructions for Bidders, in the event that the Job Walk is designated in the Call for Bids as being mandatory, the City will not consider the Bid Proposal of any Bidder who has obtained the Bid and Contract Documents, pursuant to Call for Bids, after the date and time set forth therein for such mandatory Job Walk; any Bid Proposal submitted by any such Bidder shall be deemed non-responsive, rejected and returned unopened to the Bidder submitting the same. C. Non-Mandatory Job Walk. Unless designated in the Call for Bids as being mandatory, the Job Walk shall be deemed non-mandatory. The failure of any Bidder to have its authorized representative(s) present at such non-mandatory Job Walk shall not be a basis for deeming the Bid Proposal of such Bidder to be non- responsive. The foregoing notwithstanding, all Bidders are encouraged to attend the Job Walk. In the event that the Job Walk is not designated as being mandatory, Bid and Contract Documents may be obtained by a Bidder, on or after the time designated for the Job Walk; in such event, if such Bidder desires a Job Walk to be conducted, it shall be the sole and exclusive responsibility of such Bidder to request, in writing, that the City conduct an additional Job Walk. The City may, in its sole and exclusive discretion, elect to conduct or not conduct such requested Job Walk with consideration of factors such as the time remaining before the scheduled closing time for the receipt of Bid Proposals; the City may condition the conducting of such requested Job Walk upon reimbursement, by the Bidder requesting such Job Walls, of the actual or reasonable costs of the City 's personnel and/or the City 's agents or representatives in arranging for and conducting such Job Walk. The election of the City not to conduct a Job Walk requested by a Bidder obtaining the Contract Documents after the date and time designated in the Call for Bids for the Job Walk shall not operate to waive, limit or restrict any of the provisions of the Contract Documents, the Bidder's submittal of a Bid Proposal in conformity with the Contract Documents, or if awarded the Contract, performance of the Work and other obligations in strict conformity with the Contract Documents. If the City elects to conduct an additional Job Walk requested by a Bidder who has obtained the Contract Documents after the time designated in the Call for Bids for the Job Walk, the City shall notify all other Bidders who have theretofore obtained the Contract Documents of such requested Job Walk and the date, time and place where such requested Job Walk will be conducted and all such other Bidders may attend such requested additional Job Walk. 1.22 Drug Free Workplace Certificate. In accordance with California Government Code §§8350 et seq., the Drug Free Workplace Act of 1990, the successful Bidder will be required to execute a Drug Free Workplace Certificate concurrently with execution of the CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL INSTRUCTIONS FOR BIDDERS STANDARD SPECIFICATIONS 00020 VERSION 08-07 PAGE 8 OF I 1 0 0 Agreement. The successful Bidder will be required to implement and take the affirmative measures outlined in such provisions. Failure of the successful Bidder to comply with the measures outlined in such provisions may result in penalties, including without limitation, the termination of the Agreement, the suspension of any payment of the Contract Price otherwise due under the Contract Documents and/or debarment of the successful Bidder. 1.23 Compliance with Immigration Reform and Control Act of 1986. The Bidder is solely and exclusively responsible for employment of individuals for the Work of the Contract in conformity with the Immigration Reform and Control Act of 1986, 8 USC §§1101 et seq. ("IRCA"); the successful Bidder shall also require that any person or entity employing labor in connection with any of the Work of the Contract shall so similarly comply with the I RCA. 1.24 Notice of Intent to Award Contract. Following the public opening and reading of Bid Proposals, the City will issue a Notice of Intent to Award the Contract, identifying the Bidder to whom the City intends to award the Contract and the date/time/place of the City 's City Council meeting at which award of the Contract will be considered. 1.25 Bid Protest. Any Bidder submitting a Bid Proposal to the City may file a protest of the City's intent to award the Contract provided that each and all of the following are complied with: A. The bid protest is in writing; B. The bid protest is filed and received by the City's Community Development Director not more than five (5) calendar days following the date of issuance of the City's Notice of Intent to Award the Contract; and C. The written bid protest sets forth, in detail, all grounds for the bid protest, including without limitation all facts, supporting documentation, legal authorities and argument in support of the grounds for the bid protest; any matters not set forth in the written bid protest shall be deemed waived. All factual contentions must be supported by competent, admissible and creditable evidence. Any bid protest not conforming to the foregoing shall be rejected by the City as invalid. Provided that a bid protest is filed in strict conformity with the foregoing, the City's Community Development Director or designee, shall review and evaluate the basis of the bid protest. The City's Community Development Director or designee shall provide the Bidder submitting the bid protest with a written statement concurring with or denying the bid protest. The City's City Council will render a final determination and disposition of a bid protest by taking action to adopt, modify or reject the disposition of a bid protest as reflected in the written statement of the City's Community Development Director or designee. CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL INSTRUCTIONS FOR BIDDERS STANDARD SPECIFICATIONS 00020 VERSION 08-07 PAGE 9 OF 1 I Action by the City's City Council relative to a bid protest shall be final and not subject to appeal or reconsideration by the City, any employee or officer of the City or the City 's City Council. The issuance of a written statement by the Community Development Director (or designee) and subsequent action by the City's City Council shall be express conditions precedent to the institution of any legal or equitable proceedings relative to the bidding process, the City's intent to award the Contract, the City's disposition of any bid protest or the City's decision to reject all Bid Proposals. In the event that any such legal or equitable proceedings are instituted and the City is named as a party thereto, the prevailing party(ies) shall recover from the other party(ies), as costs, all attorneys' fees and costs incurred in connection with any such proceeding, including any appeal arising therefrom. 1.26 Public Records. All documents included in Bid Proposals become the exclusive property of the City upon submittal to the City. All Bid Proposals and other documents submitted in response to the Call for Bids become a matter of public record, except for information contained in such Bid Proposals deemed to be Trade Secrets (as defined in California Civil Code §3426.1). A Bidder that indiscriminately marks all or most of its Bid Proposal as exempt from disclosure as a public record, whether by the notations of "Trade Secret," "Confidential," "Proprietary," or otherwise, may render the Bid Proposal non-responsive and rejected. The City is not liable or responsible for the disclosure of such records, including those exempt from disclosure if disclosure is deemed required by law, by an order of Court, or which occurs through inadvertence, mistake or negligence on the part of the City or its officers, employees or agents. At such time as Bid Proposals are deemed a matter of public record, pursuant to the above, any Bidder or other party shall be afforded access for inspection and/or copying of such Bid Proposals, by request made to the City in conformity with the California Access to Public Records Act, California Government Code §§6250, et. seq. 1.27 Prevailing Wage Rates, Employment of Apprentices and Labor Compliance Program. A. Payment of Prevailing Wage Rates. The Bidder and all potential Subcontractors shall utilize the relevant prevailing wage rate determinations in the PREVAILING WAGE SCALE established by the Director of the Department of Industrial Relations in effect on the first advertisement date of the Notice to Contractors Calling For Bids in preparing the Bid Proposal and all component price quotations. Pursuant to Labor Code § 1773.2, copies of these determinations are maintained at the City 's Business Services offices located at 8838 E. Valley Blvd Rosemead CA 91770, and are available to any interested party upon request. Copies of rate schedules are also available on the Internet at http://www.dir.ca.gov/DIRJS&R/statistics research.html. CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL INSTRUCTIONS FOR BIDDERS STANDARD SPECIFICATIONS 00020 VERSION 08-07 PAGE 10 OF 11 B. Apprenticeship Committee Contract Award Information. Pursuant to Labor Code §1777.5 and Title 8 California Code of Regulations §230, the Contractor and Subcontractors of any tier who are not already approved to train by an apprenticeship program sponsor shall, within ten (10) calendar days of signing the Contract or Subcontract, as applicable, but in any event prior to the first day in which the Contractor or Subcontractor has workers employed on the Project, submit the Public Works Contract Award Information form (DAS form 140 included in Section 00900 of the Contract Specifications) to the appropriate local apprenticeship committees whose geographic area of operation include the area of the Project and who can supply apprentices to the Project. Contractors and Subcontractors must also submit a copy of the forms to the City. C. Statement of Employer Fringe Benefit Payments. Within five (5) calendar days of signing the Contract or Subcontract, as applicable, the Statement of Employer Payments (DSLE Form PW 26 included in Section 00900 of the Specifications) must be completed and submitted to the City by each Contractor and Subcontractor of any tier who pays benefits to a third party trust, plan or fund for health and welfare benefits, vacation funds or makes pension contributions. The form must contain, for each worker classification, the fund or trust name, address, administrator, and amount per hour contributed and frequency of contributions. Training fund contributions must also be reported on this form. See Article 4.21.9 of the Contract General Conditions. D. Notice to Subcontractors. Bidders shall notify all potential Subcontractors submitting price quotations for portions of the Work of the requirements concerning payment of prevailing wage rates, payroll records, hours of work, employment of apprentices and the City 's LCP requirements and enforcement procedures set forth in Article 4.21 of Section 00700 (General Conditions) and Section 00900 of the Contract Specifications. END OF SECTION CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL INSTRUCTIONS FOR BIDDERS STANDARD SPECIFICATIONS 00020 VERSION 08-07 PAGE 11 OF I I 0 0 SECTION 00025 BID PROPOSAL TO: City of Rosemead attn: Chris Marcarello Director of Public Works, 8838 E. Valley Blvd, California 91770. FROM (Name of Bidder as listed on License) (Address) (Community Development Director, State, Zip Code) (Telephone) (Fax) (Name(s) of Bidder's Authorized Representative(s) & Title) 1.01 Bid Proposal. A. Bid Proposal Amount. Pursuant to and in compliance with the Notice to Contractors Calling for Bids, the Instructions for Bidders and the other documents relating thereto, the undersigned Bidder, having reviewed the Instructions for Bidders and all other Contract Documents and upon compliance with all requirements therein with reference to the submittal of this Bid Proposal, hereby proposes and agrees to perform the Contract including, without limitation, all of its component parts; to perforrn everything required to be performed; to provide and furnish any and all of the labor, materials, tools, equipment, applicable taxes, and services necessary to perform the Work of the Contract in strict compliance with the Contract Documents and complete in a workmanlike manner all of the Work required for the Project described as: For the sum of Bid Amount: $ (Bid Amount in Figures) Dollars (Bid Amount in Words) CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL BID PROPOSAL STANDARD SPECIFICATIONS 00025 VERSION 08-07 PAGE I OF 5 B. Acknowledgment of Bid Addenda. In submitting this Bid Proposal, the undersigned Bidder acknowledges receipt of all Bid Addenda issued by or on behalf of the City, as set forth below. The Bidder confirms that this Bid Proposal incorporates and is inclusive of, all items or other matters contained in Bid Addenda. (initial) Addenda Nos. received, acknowledged and incorporated into this Bid Proposal. C. Alternate Bid Items. The Bidder's price proposal(s) for Alternate Bid Items is/are set forth in the form of Alternate Bid Item Proposal included herewith. The Bidder acknowledges that the award of the Contract, if at all, shall be in accordance with the Instructions for Bidders. 1.02 Rejection of Bid; Holding Open of Bid. It is understood that the City reserves the right to reject this Bid Proposal and that this Bid Proposal shall remain open and not be withdrawn for the period of time specified in the Call for Bids, except as provided by law. 1.03 Documents Comprising Bid Proposal. The undersigned Bidder has submitted as its Bid Proposal the following: Bid Proposal (00210), List of Subcontractors (00215), Non- Collusion Affidavit (00220), Statement of Bidder's Qualifications (00240), and Bid Security (Cash, Cashier's Check, Certified Check or Bid Bond - 00260). The Bidder acknowledges that if this Bid Proposal and the foregoing documents are not fully in compliance with applicable requirements set forth in the Call for Bids, the Instructions for Bidders and in each of the foregoing documents, the Bid Proposal may be rejected as non-responsive. 1.04 Award of Contract. It is understood and agreed that if written notice of the acceptance of this Bid Proposal and award of the Contract thereon is mailed or delivered by the City to the undersigned after the opening of Bid Proposals and within the time this Bid Proposal is required to remain open or at any time thereafter before this Bid Proposal is withdrawn, the undersigned will execute and deliver to the City the Agreement in the form attached hereto in accordance with the Bid Proposal as accepted within seven (7) calendar days after notification of acceptance and award. Concurrently with delivery of the executed Agreement to the City, the Bidder awarded the Contract shall deliver to the City: (1) the Labor and Material Payment Bond; (2) the Performance Bond; (3) the Drug-Free Workplace Certificate; (4) Certificates of Insurance evidencing all insurance coverages required to be provided under the Contract Documents; and (5) the Certificate of Workers' Compensation Insurance. The Work under the Contract Documents shall be commenced by the undersigned Bidder, if awarded the Contract, on the date stated in the City's Notice to Proceed issued pursuant to the Contract Documents. Completion of the Work and all Interim Milestones shall be achieved within the Contract Time and Interim CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL BID PROPOSAL STANDARD SPECIFICATIONS 00025 VERSION 08-07 PAGE 2 OF 5 0 0 Milestones specified in the Contract Documents. 1.05 Notices. All notices or other correspondence shall be addressed to the City and the Bidder at their respective addresses set forth herein. Notices shall be effective only if in writing and in conformity with the requirements for service of notices set forth in the Contract Documents. 1.06 Contractor's License. The undersigned Bidder is currently and duly licensed in accordance with the California Contractors License Law, California Business & Professions Code §§7000 et seq., under the following: License Number: Class Expiration Date Class Expiration Date Class Expiration Date Class Expiration Date By executing this Bid Proposal, the Bidder hereby certifies that: (a) it is duly licensed, in the necessary class(es), for performing the Work of the Contract Documents; (b) that such license shall be in full force and effect throughout the duration of the performance of the Work under the Contract Documents; and (c) that all Subcontractors providing or performing any portion of the Work of the Contract Documents shall be so similarly and appropriately licensed to perform or provide such portion of the Work. 1.07 Designation of Subcontractors. In compliance with the Subletting and Subcontracting Fair Practices Act (California Public Contract Code §§4100, et seq.) and amendments thereof, each Bidder shall set forth in the Subcontractors List: (a) the name and location of the place of business of each Subcontractor who will perform work or labor or render services to the Bidder in or about the construction of the Work to be performed under the Contract Documents in an amount in excess of one-half of one percent (0.5%) of the Bidder's Bid Proposal; and (b) the trade and/or portion of the Work which will be performed by each listed Subcontractor. The Bidder shall list only one Subcontractor for each trade and/or portion of the Work as is defined by the Bidder in its Bid Proposal. If a Bidder fails to list a Subcontractor for a portion of the work in excess of one-half of one percent (0.5%) of the Bidder's Bid Proposal or if the Bidder specifies more than one Subcontractor for the same portion of Work to be performed under the Contract Documents valued in excess of one-half of one percent (0.5%) of the Bidder's Bid Proposal amount, the Bidder shall be deemed to have agreed that it is fully qualified to perform that portion of the Work itself and that it shall perform that portion of the Work. 1.08 Confirmation of Figures. By submitting this Bid Proposal, the Bidder confirms that it has checked all of the above figures and understands that neither the City nor any of its agents, employees or representatives shall be responsible for any errors or omissions on the part of the undersigned Bidder in preparing and submitting this Bid Proposal. 1.09 Acknowledgment and Confirmation. The undersigned Bidder acknowledges its receipt, CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL BID PROPOSAL STANDARD SPECIFICATIONS 00025 VERSION 08-07 PAGE 3OF5 0 0 review and understanding of the Drawings, the Specifications and other Contract Documents pertaining to the proposed Work. The undersigned Bidder certifies that the Contract Documents are, in its opinion, adequate, feasible and complete for providing, performing and constructing the Work in a sound and suitable manner for the use specified and intended by the Contract Documents. The undersigned Bidder certifies that it has, or has available, all necessary equipment, personnel, materials, facilities and technical and financial ability to complete the Work for the amount bid herein within the Contract Time and in accordance with the Contract Documents. The undersigned Bidder certifies that its bid amount includes funds sufficient to allow the Bidder to comply with all applicable local, state and federal laws and regulations governing the labor and services to be provided for the performance of the Work of the Contract and shall indemnify, defend and hold City harmless from and against any and all claims, demands, losses, liabilities and damages arising out of or relating to Bidder's failure to comply with applicable law in this regard. By: (Signature) (Corporate Seal) (Typed or Printed Name of Bidder's Authorized Representative) Title: END OF SECTION CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL BID PROPOSAL STANDARD SPECIFICATIONS 00025 VERSION 08-07 PAGE 4 OF 5 0 M O O 0 z O F U W x 3 0 5if GM vi d z v a `o O 1 0 h o V a o u z zH o r'n W O o H ~ 0 0 b Q N L a°+ u G 0 u .a 7 O a z a V I~ s~ L C C • N O '^L ~ eo 7 ~ w R1 .d cC U of H V) agoo oW Wa O 0 cn o M O N ~ O a ~QW F z H CJ~ W 0 W Vi a" z Q E U U W W w 09 Uun 0 0 SECTION 00035 STATEMENT OF BIDDER'S QUALIFICATIONS 1.01 Bidder's Organization A. Form of entity of Bidder, i.e, corporation, partnership, etc. lfa o State Date state the Executive Officer: Secretary: Treasure/Chief Financial Officer: 2. If a partnership, state the following: Date of Organization: Type of Partnership (general, limited): Names of all general partners; if any of the general partners are not natural persons, provide the information for each such general partner requested by Paragraphs 1.01.A.1, I.0l.A.2 and 1.01.A.4 as appropriate: If a proprietorship, state the following: Names of all proprietors: 4. If a joint venture, state the following: Date of organization: Names of all Joint Venture members. For each Joint Venture member, identify the form of entity and provide the information requested by Paragraphs 1.0l.A.1, 1.0l.A.2 and 1.0l.1.C for each Joint Venture member as appropriate: CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL STATEMENT OF BIDDER'S QUALIFICATIONS STANDARD SPECIFICATIONS 00035 VERSION 08-07 PAGE 1 OF 7 5. Bidder's form of entity is other than listed above, describe the type of entity or organization and identify all principals or owners of equity in the entity or organization B. Number of years your organization has been in business as a contractor: C. Number of years your organization has conducted business under its present name: 1. If your organization has conducted business under a name or name style different than your organization's present name, identify all prior name(s) or name style(s): 2. For each name or name style identified in Paragraph 1.0l.C.1, state the dates during which you conducted business under each name or style: 1.02 Financial A. Attach a current audited, reviewed or compiled Financial Statement for your organization prepared by a Certified Public Accountant licensed under the laws of the State of California utilizing generally accepted accounting practices applied in a consistent manner. The Financial Statement must include a current balance sheet and income statement showing: (i) current assets (i.e., cash, accounts receivable, accrued income, deposits, material inventory, etc.); (ii) net fixed assets; (iii) other assets; (iv) current liabilities (i.e., accounts payable, accrued salaries, accrued payroll taxes, etc.); and (v) other liabilities (i.e., capital, capital stock, earned surplus, retained earnings, etc.). B. Is the attached Financial Statement for the identical organization as the Bidder? Yes No. If not, explain the relationship and financial responsibility of the organization whose Financial Statement is provided (i.e., parent/subsidiary, etc.). CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL STATEMENT OF BIDDER'S QUALIFICATIONS STANDARD SPECIFICATIONS 00035 VERSION 08-07 PAGE 2 OF 7 1.03 Licensing A. California Contractors License: License Number: Expiration Date: Responsible Managing Employee/Officer: License Classification(s): B. Has a claim or other demand ever been made against your organization's California Contractors License Bond? Yes No If yes, on a separate attachment, state the following: (i) the name, address and telephone number of each person or entity making claim or demand; (ii) the date of each claim or demand; (iii) the circumstances giving rise to each such claim or demand; and (iv) the disposition of each such claim or demand. C. Has a complaint ever been filed against your organization's California Contractors License with the California Contractors State License Board? Yes No If yes, on a separate attachment, state the following for each complaint: (i) the name, address and telephone number of each person or entity making the complaint; (ii) the date of each complaint; (iii) the circumstances giving rise to each such complaint; and (iv) the disposition of each such complaint, including without limitation, any disciplinary or other action imposed or taken by the California Contractors State License Board as a result of any such complaint. D. Attach to this Statement true and correct copies of the following: Your organization's California Contractors License (the copy must clearly and legibly show: (i) the licensee name; (ii) the expiration date; (iii) the classification(s) of licensure). 2. The Contractors License Bond posted by your organization in connection with your California Contractors License pursuant to California Business & Professions Code §§7071.5 and 7071.6. 3. If your organization's California Contractors License is issued by virtue of the qualification of a responsible managing employee or responsible managing officer, the Qualifiers Bond if required pursuant to California Business & Professions Code §7071.9). CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL STATEMENT OF BIDDER'S QUALIFICATIONS STANDARD SPECIFICATIONS 00035 VERSION 08-07 PAGE 3OF7 0 0 1.04 Experience A. List the categories of work your organization typically performs with your own B. Claims and lawsuits (if you answer yes to any of the following, you must attach details). Have any lawsuits or other administrative, legal, arbitration or other proceedings, ever been brought or commenced against your organization or any of its principals, officers or equity owners in connection with any construction contract or construction project? Yes No If so, describe the circumstances, the amount demanded or other relief demand and the disposition of each such lawsuit or other proceeding. 2. Has your organization ever filed a lawsuit or commenced other administrative, legal or other proceedings in connection with any construction contract or construction project? Yes No If so, describe the circumstances, the amount demanded or other relief demand and the disposition of each such lawsuit or other proceeding. Are there any judgments, orders, decrees or arbitration awards pending, outstanding against your organization or any of the officers, directors, employees or principals of your organization? Yes No If so, describe each such judgment, order, decree or arbitration award and the present status of the satisfaction or discharge thereof. C. On a separate attachment, list all construction projects your organization has in progress and for each project listed, state: (i) a general description of the work performed by your organization on the project; (ii) the dollar value of the work performed or to be performed by your organization; (iii) the owner's name, name of the owner's representative and the address and telephone number of the owner and the owner's representative; (iv) the project architect's name, address, telephone number and contact person; (v) percent presently complete; and (vi) the current scheduled completion date. D. On a separate attachment, list all construction projects completed by your organization in the past five (5) years and for each project identified, state: (i) a CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL STATEMENT OF BIDDER'S QUALIFICATIONS STANDARD SPECIFICATIONS 00035 VERSION 08-07 PAGE 4 OF 7 0 0 general description of the work performed by your organization on the project; (ii) the dollar value of the work performed or to be performed by your organization; (iii) the owner's name, name of the owner's representative and the address and telephone number of the owner and the owner's representative; (iv) the project architect's name, address, telephone number and contact person; (v) percent presently complete; and (vi) the current scheduled completion date. E. Has your organization ever refused to sign a contract awarded to it? Yes No If so, on a separate attachment, state the following: (i) describe each such contract; (ii) the owner's name, address, telephone number and contact person; and (iii) the circumstances of your refusal to sign such contract. F. Has your organization ever failed to complete a construction contract? Yes No If so, on a separate attachment, state the following: (i) describe each such contract; (ii) the owner's name, address, telephone number and contact person; and (iii) the circumstances of your failure to complete such contract. G. Has your organization ever been declared in default of a construction contract? Yes No If so, on a separate attachment, state the following: (i) describe each such contract; (ii) the owner's name, address, telephone number and contact person; and (iii) the circumstances of each such declaration of default. H. Has any construction contract to which your organization is a party been terminated for the convenience of the project owner? Yes No If so, identify the project and project owner along with a description of the circumstances under which the convenience termination occurred. 1. Has a claim or other demand ever been asserted against any Bid Bond, Performance Bond, or Payment Bond posted by your organization in connection with any construction contract or your submittal of a bid proposal for a construction contract? Yes No If so, on a separate attachment, state the following: (i) the name, address, telephone number and contact person for each claimant; (ii) the date upon which each such demand or claim was made; and (iii) the disposition of each such demand or claim. CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL STATEMENT OF BIDDER'S QUALIFICATIONS STANDARD SPECIFICATIONS 00035 VERSION 08-07 PAGE 5 OF 7 • • 1.05 References (include name, contact person, telephone/FAX and address for each reference provided) A. Trade References (three (3) minimum) B. Bank References C. Public Works Inspectors of Record D. Owner references (three (3) minimum, preferably California Cities) E. Insurance Carriers (General Liability, Auto, and Workers' Compensation) F. Surety Firms (issuing your Bid, Performance and Payment Bonds) 1.06 Accuracy and Authority The undersigned is duly authorized to execute this Statement of Bidders Qualifications under penalty of perjury on behalf of the Bidder. The undersigned warrants and CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL STATEMENT OF BIDDER'S QUALIFICATIONS STANDARD SPECIFICATIONS 00035 VERSION 08-07 PAGE 6 OF 7 0 0 represents that he/she has personal knowledge of each of the responses to this Statement of Bidder's Qualifications and/or that he/she has conducted all necessary and appropriate inquiries to determine the truth, completeness and accuracy of responses to this Statement of Bidder's Qualifications. The undersigned declares and certifies that the responses to this Statement of Bidder's Qualifications are complete and accurate; there are no omissions of material fact or information that render any response to be false or misleading and there are no misstatements of fact in any of the responses. Executed this day of 20 at (City and State) I declare under penalty of perjury under California law that the foregoing is true and correct. (Signature) (Typed or written name) END OF SECTION CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL STATEMENT OF BIDDER'S QUALIFICATIONS STANDARD SPECIFICATIONS 00035 VERSION 08-07 PAGE 7 OF 7 • • SECTION 00040 GENERAL CONDITIONS TABLE OF CONTENTS Paee No. ARTICLE 1: DEFINITIONS; GENERAL 5 ARTICLE 2: CITY 2.1 Information Required of City 2.2 City's Right to Stop the Work 2.3 Partial Occupancy or Use 2.4 The City's Inspector ARTICLE 3: ARCHITECT 3.1 Architect', Administration of the Contract ARTICLE 4: THE CONTRACTOR 4.1 Communications 11 4.2 Contractor Review of Contract Documents 11 4.3 Site Investigation; Subsurface Conditions 12 4.4 Supervision and Construction Procedures 14 4.5 Labor and Materials 15 4.6 Taxes 17 4.7 Permits, Fees and Notices; Compliance with Laws 17 4.8 Submittals 18 4.9 Materials and Equipment 20 4.10 Safety 21 4.11 Hazardous Materials 22 4.12 Maintenance of Documents 23 4.13 Use of Site 24 4.14 Noise and Dust Control 24 4.15 Cutting and Patching 24 4.16 Clean-Up 25 4.17 Access to the Work 25 4.18 Information for the City's Inspector 25 4.19 Inspector's Field Office 25 4.20 Patents and Royalties 25 4.21 Prevailing Wage Rates; Employment of Apprentices and Labor Compliance Program 25 4.22 Assignment of Antitrust Claims 35 CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL GENERAL CONDITIONS STANDARD SPECIFICATIONS 00040 VERSION 08-07 PAGE 1 OF 69 • • ARTICLE 5: SUBCONTRACTORS 5.1 Subcontracts 35 5.2 Substitution of Listed Subcontractor 35 ARTICLE 6: INSURANCE; INDEMNITY; BONDS 6.1 Workers' Compensation Insurance, Employer's Liability Insurance 36 6.2 Commercial General Liability and Property Insurance 36 6.3 Builder's Risk "All-Risk" Insurance 37 6.4 Coverage Amounts 37 6.5 Evidence of Insurance; Subcontractor's Insurance 37 6.6 Maintenance of Insurance 38 6.7 Contractor's Insurance Primary 38 6.8 Indemnity 39 6.9 Payment Bond; Performance Bond 39 ARTICLE 7: CONTRACT Tl~ I F 7.1 Substantial Completion of the Work Within Contract Time 40 7.2 Progress and Completion of the Work 40 7.3 Progress Schedule 41 7.4 Adjustment of Contract Time 44 7.5 Liquidated Damages 46 7.6 Takeover 46 ARTICLE 8: CONTRACT PRICE 8.1 Contract Price 47 8.2 Cost Breakdown (Schedule of Values) 47 8.3 Progress Payments 47 8.4 Final Payment 51 8.5 Withholding of Payments 52 8.6 Payments to Subcontractors 53 ARTICLE 9: CHANGES 9.1 Changes in the Work 53 9.2 Oral Order of Change in the Work 54 9.3 Contractor Submittal of Data 54 9.4 Adjustment to Contract Price and Contract Time on Account of Changes to the Work 54 9.5 Change Orders 58 9.6 Contractor Notice of Changes 58 9.7 Disputed Change 59 9.8 Emergencies 59 9.9 Minor Changes in the Work 59 9.10 Unauthorized Changes 59 CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL GENERAL CON DrFIONS STANDARD SPECIFICATIONS 00040 VERSION 08-07 PAGE 2 OF 69 • • ARTICLE 10: SEPARATE CONTRACTORS 10.1 City's Right to Award Separate Contracts 60 10.2 City's Coordination of Separate Contractors 60 10.3 Mutual Responsibility 60 10.4 Discrepancies or Defects 60 ARTICLE 11: TESTS AND INSPECTIONS 11.1 Tests; Inspections; Observations 60 11.2 Delivery of Certificate 62 11.3 Timeliness of Tests, Inspections and Approvals 62 ARTICLE 12: UNCOVERING AND CORRECTION OF WORK 12.1 Inspection of the Work 62 12.2 Uncovering of Work 62 12.3 Rejection of Work 63 12.4 Correction of Work 63 12.5 Removal of Non-Conforming or Defective Work 63 12.6 Failure of Contractor to Correct Work 63 12.7 Acceptance of Defective or Non-Conforming Work 63 ARTICLE 13: WARRANTIES 13.1 Workmanship and Materials 63 13.2 Warranty Work 64 13.3 Guarantee 64 13.4 Survival of Warranties 64 ARTICLE 14: SUSPENSION OF WORK 14.1 City's Right to Suspend Work 65 14.2 Adjustments to Contract Price and Contract Time 65 ARTICLE 15: TERMINATION 15.1 Termination for Cause 65 15.2 Termination for Convenience of the City 67 ARTICLE 16: MISCELLANEOUS 16.1 Governing Law 67 16.2 Successors and Assigns 67 16.3 Cumulative Rights and Remedies; No Waiver 67 16.4 Severability 68 16.5 No Assignment by Contractor 68 16.6 Independent Contractor Status 68 16.7 Notices 68 16.8 Disputes; Continuation of Work 68 16.9 Dispute Resolution 68 CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL GENERAL CONDITIONS STANDARD SPECIFICATIONS 00040 VERSION 08-07 PAGE 3 OF 69 0 0 16.10 No Attorney's Fees 68 16.11 Marginal Headings; Interpretations 69 16.12 Provisions Required by Law Deemed Inserted 69 16.13 Entire Agreement 69 CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL GENERAL CONDITIONS STANDARD SPECIFICATIONS 00040 VERSION 08-07 PAGE 4 OF 69 i • GENERAL CONDITIONS ARTICLE l: DEFINITIONS; GENERAL 1.1 Architect. The Architect is the person or entity identified as such in the Agreement; references to the "Architect" includes the Architect's authorized representative and his, her or its successor(s). 1.2 Construction Equipment. "Construction Equipment" is equipment utilized for the performance of any portion of the Work, but which is not incorporated into the Work. 1.3 Contract Documents. The Contract Documents consist of the Agreement between the City and the Contractor, Conditions of the Contract (whether General, Special or otherwise), Drawings, Specifications, including addenda thereto issued prior to execution of the Agreement and any other documents listed in the Agreement. The Contract Documents shall include modifications issued after execution of the Agreement. The Contract Documents form the Contract for Construction. 1.4 Contract Document Terms. The term "provide" means "provide complete in place" or to "furnish and install" such item. Unless otherwise provided in the Contract Documents, the terms "approved;" "directed;" "satisfactory;" "accepted;" "acceptable;" "proper;" "required;" "necessary" and "equal" shall mean as approved, directed, satisfactory, accepted, acceptable, proper, required, necessary and equal, in the opinion of the City, its agents or representatives. The term "typical" as used in the Drawings shall require the installation or furnishing of such item(s) of the Work designated as "typical" in all other similar areas; Work in such other areas shall conform to that shown as "typical" or as reasonably inferable therefrom. 1.5 Contractor. The Contractor is the person or entity identified as such in the Agreement; references to "Contractor" include the Contractor's authorized representative. 1.6 Contractor's Superintendent. The Contractor's Superintendent is the individual employed by the Contractor whose principal responsibility shall be the supervision and coordination of the Work; the Contractor's Superintendent shall not perform routine construction labor. 1.7 Days. Unless otherwise expressly stated, references to "days" in the Contract Documents shall be deemed to be calendar days. 1.8 Deferred Approval Items. Deferred approval items are those items that shall not be started until detailed plans, specifications, and engineering calculations have been accepted and signed by the Architect or Engineer. 1.4 City. The "City" refers to City Council and its authorized representatives, including the Project Manager, the City's Council Members and the City's officers, employees, agents and representatives. 1.10 City's Inspector. The City's Inspector is the individual designated and employed by the City in accordance with the requirements of Title 24 of the Califomia Code of Regulations. The City's Inspector shall be authorized to act on behalf of the City as provided for in the Contract Documents and in Title 24 of the California Code of Regulations, as the same may be amended from time to time. CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL GENERAL CONDrHONS STANDARD SPECIFICATIONS 00040 VERSION 08-07 PAGE 5 OF 69 • 1.11 • 1.12 Drawings and Specifications. The Drawings are the graphic and pictorial portions of the Contract Documents, wherever located and whenever issued, showing generally, the design, location and dimensions of the Work and may include without limitation, plans, elevations, sections, details, schedules, notes or diagrams. The Specifications are that portion of the Contract Documents consisting of the written requirements for materials, equipment, construction systems, standards, criteria and workmanship for the Work and related services. The Drawings and Specifications are intended to delineate and describe the Work and its component parts so as to permit skilled and competent contractors to bid upon the Work and prosecute the same to completion. 1.13 Intent and Correlation of Contract Documents. 1.13.1 Work of the Contract Documents. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary and what is required by one shall be as binding as if required by all. Performance by the Contractor shall be required to the extent consistent with the Contract Documents and reasonably inferable there from as being necessary to produce the intended results. Organization of the Specifications into divisions, sections or articles, and the arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. Where any portion of the Contract Documents is silent and information appears elsewhere in the Contract Documents, such other portions of the Contract Documents shall control. Work not particularly detailed, marked or specified shall be the same as similar parts that are detailed, marked or specified. 1.13.2 Technical Terms. Unless otherwise stated in the Contract Documents, words or terms, which have, well-known technical or construction industry meanings are used in the Contract Documents in accordance with such recognized meanings. 1.13.3 Conflict in Contract Documents. The Contract Documents are intended to be fully cooperative and to agree. If Contractor observes any conflict, inconsistency or ambiguity, Contractor shall promptly notify the City and the Architect in writing of such conflict, inconsistency or ambiguity prior to commencement of affected Work. If a conflict, inconsistency or ambiguity arises, the following order or precedence shall generally apply, provided, however, that the order of precedence shall not be so rigidly interpreted as to create an absurd or costly result: Special Conditions shall take precedence over General Conditions, Specifications shall take precedence over Drawings and shall govern as to materials, workmanship and installation procedures. Plans identify the scope and location of the Work. With regard to Drawings, figures govern over scaled dimensions, larger details govern over general drawings, addenda and change order drawings govern over contract drawings, contract drawings govern over standard drawings. 1.14 Material Supplier. A Material Supplier is any person or entity who only furnishes materials, equipment or supplies for the Work without fabricating, installing or consuming them in the Work. 1.15 Project. The Project is the total construction of which the Work performed by the Contractor under the Contract Documents may be the whole or a part of the Project and which may include CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL GENERAL CONDITIONS STANDARD SPECIFICATIONS 00040 VERSION 08-07 PAGE 6 OF 69 • • construction by the City or by separate contractors. 1.16 Project Manager. The Project Manager, if any, is the individual or entity designated as such in the Special Conditions. The Project Manager is an independent contractor retained by the City and shall be authorized and empowered to act on behalf of the City. The removal or replacement of the designated Project Manager shall not result in adjustment of the Contract Price or the Contract Time or otherwise affect, limit or restrict Contractor's obligations hereunder. 1.17 Record Documents. The Record Documents are a set of the Drawings and Specifications marked by the Contractor during the performance of the Work to indicate completely and accurately the actual as-built condition of the Work. The Record Documents shall be sufficient fora capable and qualified draftsman to modify the Drawings to reflect and indicate the Work actually in place at Final Completion of the Work. 1.18 Shop Drawings; Samples; Product Data ("Submittals"). Shop Drawings are diagrams, schedules and other data specially prepared for the Work by the Contractor or a Subcontractorof any tier, manufacturer, Material Supplier, or distributor to illustrate some portion of the Work. Samples are physical examples of materials, equipment or workmanship forming a part of, or to be incorporated into the Work. Product Data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams and other information furnished by the Contractor to illustrate materials or equipment for some portion of the Work. Shop Drawings, Samples and Product Data prepared or furnished by the Contractor or any of its Subcontractors or Material Suppliers are collectively referred to as "Submittals". 1.19 Site. The Site is the physical area designated in the Contract Documents for Contractor's performance, construction and installation of the Work. 1.20 Subcontractors; Sub-Subcontractors. A Subcontractor is a person or entity who has a direct contract with the Contractor to perform a portion of the Work. "Subcontractor" does not include a separate contractor to the City or subcontractors of any separate contractor. A Sub- Subcontractor is a person or entity of any tier, who has a direct or indirect contract with a Subcontractor to perform a portion of the Work at the site. 1.21 Special Conditions. If made a part of the Contract Documents, Special Conditions are special or supplemental provisions, not otherwise provided for in the Agreement or the General Conditions. 1.22 Surety. The Surety is the person or entity that executes, as surety, the Contractor's Labor and Material Payment Bond and/or Performance Bond or other bonds provided by the Contractor. 1.23 Work. The "Work" is the construction and services required by the Contract Documents, whether completed or partially completed, and includes all other labor, materials, equipment or services provided or to be provided by the Contractor to fulfill the Contractor's obligations under the Contract Documents. The Work may constitute the whole or a part of the Project. ARTICLE 2: CITY 2.1 Information Required of City. CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL GENERAL CONDITIONS STANDARD SPECIFICATIONS 00040 VERSION 08-07 PAGE 7 OF 69 • • 2.1.1 Surveys; Site Information. City may provide information concerning physical characteristics of the Site. Information not provided by the City concerning physical characteristics of the Site, which is required, shall be obtained by Contractor without adjustment to the Contract Price or the Contract Time. 2.1.2 Drawings and Specifications. All of the Drawings and the Specifications shall remain the property of the City; the Contractor shall not use the Drawings or the Specifications in connection with any other work of improvement other than the Work of the Project. 2.1.3 Furnishing of Information. Information or services to be provided by the City under the Contract Documents shall be furnished by the City with reasonable promptness to avoid delay in the orderly progress of the Work. Information about existing conditions fumished by the City under the Contract Documents is obtained from sources believed to be reliable, but the City neither guarantees nor warrants that such information is complete and accurate. The Contractor shall verify all information provided by the City. To the extent that the Contract Documents depict existing conditions on or about the Site, or the Work involves the renovation, removal or remodeling ofexisting improvements, or the Work involves anytie-in or other connection with any existing improvements, the conditions and/or existing improvements depicted in the Contract Documents are as they are believed to exist. 2.2 City's Right to Stop the Work. In addition to the City's right to suspend the Work or terminate the Contract pursuant to the Contract Documents, the City may, by written order, direct the Contractor to stop the Work, or any portion thereof, until the cause for such stop work order has been eliminated, if the Contractor: (i) fails to correct Work which is not in conformity and in accordance with the requirements of the Contract Documents, or (ii) otherwise fails to carry out the Work in conformity and accordance with the Contract Documents. The right of the City to stop the Work hereunder shall not be deemed a duty on the part of the City to exercise such right for the benefit of the Contractor or any other person or entity, nor shall the City's exercise of such right waive or limit the exercise of any other right or remedy of the City under the Contract Documents or at law. 2.3 Partial Occupancy or Use. 2.3.1 City's Right to Partial Occupancy. The City may occupy or use any completed or partially completed portion of the Work, provided that the City and the Contractor have accepted, in writing, the responsibilities assigned to each of them for payments, retainage, if any, security, maintenance, utilities, damage to the Work, insurance and the period for correction of the Work and commencement of warranties required by the Contract Documents for such portion of the Work partially used or occupied by the City. If the Contractor and the City are unable to agree upon the matters set forth above, the City may nevertheless use or occupy any portion of the Work, with the responsibility for such matters subject to resolution in accordance with the Contract Documents. Immediately prior to such partial occupancy or use of the Work, or portions thereof, the City, the City's Inspector, the Contractor and the Architect shall jointly inspect the portions of the Work to be occupied or to be used to determine and record the condition of the Work. The City's use or occupancy of the Work or portions thereof pursuant to the preceding shall not be deemed "completion" CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL GENERAL CONDITIONS STANDARD SPECIFICATIONS 00040 VERSION 08-07 PAGE 8 OF 69 0 0 of the Work as that term is used in Public Contract Code §7107. 2.3.2 No Acceptance of Defective or Nonconforming Work. Unless otherwise expressly agreed upon by the City and the Contractor, the City's partial occupancy or use of the Work or any portion thereof, shall not constitute the City's acceptance of the Work not complying with the requirements of the Contract Documents or which is otherwise defective. 2.4 The City's Inspector. In addition to the authority and rights of the City's Inspector as provided for elsewhere in the Contract Documents, all of the Work shall be performed under the observation of the City's Inspector in accordance with the provisions of Title 24 of the California Code of Regulations. The City's Inspector shall have access to all parts of the Work at any time, wherever located, including shop inspections, and whether partially or completely fabricated, manufactured, furnished or installed. The performance of the duties of the City's Inspector under the Contract Documents shall not relieve or limit the Contractor's performance of its obligations under the Contract Documents. ARTICLE 3: ARCHITECT 3.1 Architect's Administration of the Contract. 3.1.1 Administration of Contract. The Architect will provide administration of the Contract as described in the Contract Documents, and will be one of the City's representatives during construction until the time that Final Payment is due the Contractor. The Architect will advise and consult with the City, the Project Manager and the City's Inspector with respect to the administration of the Contract and the Work. The Architect shall have the responsibilities and powers established by law, including Title 24 of the California Code of Regulations. 3.1.2 Periodic Site Inspections. The Architect will visit the Site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the completed Work and to determine, in general, if the Work is being performed in a manner indicating that the Work, when completed, will be in accordance with the Contract Documents. The Architect will not be required to make exhaustive or continuous Site inspections to check quality or quantity of the Work. On the basis of Site observations as an architect, the Architect will keep the City informed of the progress of the Work, and will endeavor to guard the City against defects and deficiencies in the Work. 3.1.3 Contractor Responsibility for Construction Means, Methods and Sequences. The Architect will not have control over or charge of and will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work, these being solely the Contractors responsibility. The Architect will not have control over or charge of and will not be responsible for acts or omissions of the Contractor, Subcontractors, or their agents or employees, or of any other persons performing portions of the Work. 3.1.4 Verification of Applications for Payment. In accordance with Article 8 hereof, the Architect will review the Contractors Applications for Progress Payments and for Final CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL GENERALCONDITIONS STANDARD SPECIFICATIONS 00040 VERSION 08-07 PAGE 9 OF 69 0 0 Payment, verify the extent of Work performed and the amount properly due the Contractor on such Application for Payment. 3.1.5 Rejection of Work. The Architect is authorized to reject Work which is defective or does not conform to the requirements of the Contract Documents. Whenever the Architect considers it necessary or advisable, additional inspections or testing of the Work may be conducted, whether or not such Work is fabricated, installed or completed. Neither this authority of the Architect nor a decision made in good faith by the Architect to exercise or not to exercise such authority shall give rise to a duty or responsibility to the Contractor, Subcontractors, Material Suppliers, their agents or employees, or other persons performing portions of the Work. 3.1.6 Architect's Review of Submittals. The Architect will review and approve or take other appropriate action upon the Contractor's Submittals, but only for the limited purpose of checking for conformance with the design concept expressed in the Contract Documents. Review of Submittals is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and quantities, or for substantiating instructions for installation or performance of equipment or systems, all of which retrain the responsibility of the Contractor as required by the Contract Documents. The Architect's review of the Contractor's Submittals shall not relieve the Contractor of its obligations under the Contract Documents. The Architect's review of Submittals shall not constitute approval of safety measures, programs or precautions or, unless otherwise specifically stated by the Architect, of any construction means, methods, techniques, sequences or procedures. The Architect's approval of a specific item in a Submittal shall not indicate approval of an assembly of which the item is a component. The Architect's review and return of Submittals will normally require a minimum of twenty one (21) days from date of receipt of complete submittal. Deferred approval submittals indicated in the Contract Documents require additional time for processing and review of all submittals. 3.1.7 Changes to the Work; Change Orders. The Architect will prepare Change Orders and may authorize minor changes in the Work in accordance with Article 9.9 hereof. 3.1.8 Completion. The Architect will conduct observations to determine the date(s) of interim milestones, if any, and the dates of Substantial and Final Completion. The Architect will verify that the Contractor has complied with all requirements of the Contract Documents and is entitled to receipt of Final Payment. 3.1.9 Interpretation of Contract Documents. The Architect will interpret and decide matters concerning the requirements of the Contract Documents on written request of either the City or the Contractor, or as deemed necessary. The Architect's response to such requests will be made in writing with reasonable promptness and within the time limits specified in the Contract Documents. Interpretations and decisions of the Architect will be consistent with the intent of and reasonably inferable from the Contract Documents and will be in writing or in the form of drawings with transmittal letter. When making such interpretations and decisions, the Architect will endeavor to secure faithful performance by both the City and the Contractor, will not show partiality to either and will not be liable for results of interpretations or decisions so rendered in good faith. The Architect's decisions on matters relating to aesthetic effect will be final if consistent with the intent expressed in CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL GENERAL CONDITIONS STANDARD SPECIFICATIONS 00040 VERSION 08-07 PAGE 10 OF 69 the Contract Documents. ARTICLE 4: THE CONTRACTOR 4.1 Communications. All communications regarding the Work, the performance thereofor the Contract Documents shall be in writing; oral communications, unless reduced to writing, are not binding on the parties. Communications between the Contractor and the City shall be through the Project Manager. Communications between separate contractors, if any, shall be through the Project Manager. Contractor shall make all written communications concerning the Project available to the City upon request. 4.2 Contractor Review of Contract Documents. 4.2.1 Examination of Contract Documents. The Contractor shall carefully study and compare the Contract Documents with each other and with information furnished by the City pursuant to the Contract Documents and shall at once report to the City any errors, inconsistencies or omissions discovered. If the Contractor performs any Work knowing, or with reasonable diligence should have known that, it involves an error, inconsistency or omission in the Contract Documents without prior written notice to the City of the same, the Contractor shall assume full responsibility for such performance and shall bear all attnbutable costs for correction of the same. 4.2.2 Field Measurements. Prior to commencement of the Work, or portions thereof, the Contractor shall take field measurements and verify field conditions at the Site and shall carefully compare such field measurements and conditions and other information known to the Contractor with information provided in the Contract Documents. Errors, inconsistencies or omissions discovered shall be reported to the City at once. 4.2.3 Dimensions; Layouts and Field Engineering. Dimensions indicated in the Drawings are intended for reference only. The Contractor shall be solely responsible for dimensioning and coordinating the Work of the Contract Documents. All field engineering required for laying out the Work and/or establishing grades for earthwork operations shall be by the Contractor at its expense. Any field engineering or other engineering to be provided or performed by the Contractor under the Contract Documents and required or necessary for the proper execution or installation of the Work shall be provided and performed by an engineer duly registered under the laws of the State of California in the engineering discipline for such portion of the Work. 4.2.4 Request for Information. If the Contractor encounters any condition which the Contractor believes, in good faith and with reasonable basis, is the result of an ambiguity, conflict, error or omission in the Contract Documents (collectively "the Conditions"), it shall be the affirmative obligation of the Contractor to timely notify the City, in writing, of the Conditions encountered and to request information from the City necessary to address and CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL GENERAL CONDITIONS STANDARD SPECIFICATIONS 00040 VERSION 08-07 PAGE I 1 OF 69 resolve any such Conditions before proceeding with any portion of the Work affected or which may be affected by such Conditions. If the Contractor fails to timely notify the City in writing of any Conditions encountered and the Contractor proceeds to perform any portion of the Work containing or affected by such Conditions, the Contractor shall bear all costs associated with or required to correct, remove, or otherwise remedy any portion of the Work affected thereby without adjustment of the Contract Time or the Contract Price. The Contract Time shall not be subject to adjustment in the event that the Contractor fails to timely request information from the Architect. The Architect's responses to any such Contractor request for information shall be provided within five (5) days. The foregoing provisions notwithstanding, in the event that the Architect reasonably determines that any of Contractor's request(s) for information: (i) does not reflect adequate or competent supervision or coordination by the Contractor or any Subcontractor; or (ii) does not reflect the Contractor's adequate or competent knowledge of the requirements of the Work or the Contract Documents; or (iii) is not justified for any other reason, Contractor shall be liable to the City for all costs incurred by the City associated with the processing, reviewing, evaluating and responding to any such request for information, including without limitation, fees of the Architect and any other design consultant to the Architect or the City. 4.2.5 Work in Accordance With Contract Documents. The Contractor shall perform all of the Work in strict conformity with the Contract Documents and approved Submittals. 4.3 Site Investigation; Subsurface Conditions. 4.3.1 Contractor Investigation. The Contractor shall be responsible for, and by executing the Agreement acknowledges, that it has carefully examined the Site and has taken all steps it deems reasonably necessary to ascertain all conditions which may affect the Work, or the cost thereof, including, without limitation, conditions bearing upon transportation, disposal, handling or storage of materials; availability of labor or utilities; access to the Site; and the physical conditions and the character of equipment, materials, labor and services necessary to perform the Work. Any failure of the Contractor to do so will not relieve it from the responsibility for fully and completely performing all Work without adjustment to the Contract Price or the Contract Time. The City assumes no responsibility to the Contractor for any understandings or representations concerning conditions or characteristics ofthe Site, or the Work, made by any of its officers, employees or agents prior to the execution of the Agreement, unless such understandings or representations are expressly set forth in the Agreement. 43.2 Subsurface Data. By executing the Agreement, the Contractor acknowledges that it has examined the subsurface data available and satisfied itself as to the character, quality and quantity of surface and subsurface materials, including without limitation, obstacles which may be encountered in performance of the Work, insofar as this information is reasonably ascertainable from an inspection of the Site, review of available subsurface data and analysis of information furnished by the City under the Contract Documents. Subsurface data or other soils investigation report provided by the City hereunder are not a part of the Contract CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL GENERAL CONDITIONS STANDARD SPECIFICATIONS 00040 VERSION 08-07 PAGE 12 OF 69 0 0 Documents. Information contained in such data or report regarding subsurface conditions, elevations of existing grades, or below grade elevations are approximate only and is neither guaranteed nor warranted by the City to be complete and accurate. The Contractor shall examine all subsurface data to make its own independent interpretation of the subsurface conditions and acknowledges that its bid is based upon its own opinion of the conditions which may be encountered. The City assumes no responsibility for any conclusions or interpretations made by Contractor on the basis of available subsurface data or other information furnished by City under the Contract Documents. 4.3.3 Subsurface Conditions. 433.1 Procedures. If the Work under the Contract Documents involves digging trenches or other excavations that extend deeper than four feet below the surface, the Contractor shall promptly and before the following conditions are disturbed, notify the City's Inspector, in writing, of any: (i) material that the Contractor believes may be material that is hazardous waste, as defined in California Health and Safety Code §25117, that is required to be removed to a Class I or Class II or Class III disposal site in accordance with provisions of existing law; (ii) subsurface or latent physical conditionsat the site differing from those indicated by information about the site made available to Contractor prior to award of the Contract; or (iii) unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in the Work or the character provided for in the Contract Documents. If upon notice to the City of the conditions described above and upon the City's investigation thereof, the City determines that the conditions so materially differ or involve such hazardous materials which require an adjustment to the Contract Price or the Contract Time, the City shall issue a Change Order in accordance with Article 9 hereof. In accordance with California Public Contract Code §7104, any dispute arising between the Contractor and the City as to any of the conditions listed in (i), (ii) or (iii) above, shall not excuse the Contractor from the completion of the Work within the Contract Time and the Contractor shall proceed with all Work to be performed under the Contract Documents. The City reserves the right to terminate the Contract pursuant to Article 15.2 hereof should the City determine not to proceed because of any condition described in (i), (ii) or (iii) above. 433.2 Trenching. For all excavations in excess of five (5) feet involving an estimated expenditure in excess of $25,000, Contractor shall submit to the City for acceptance a detailed Drawing showing the design of shoring, bracing, sloping orother provisions to be made for the protection of workmen from the hazard of caving ground. If such design varies from the standards established by the Construction Safety Orders of the California Division of Industrial Safety, the Drawing shall be prepared by a registered civil or structural engineer. None of the aforementioned trenching shall be started before Contractor receives notification of acceptance from the City. Contractor shall comply with all other applicable requirements of California Labor Code §6705, and as therein provided, no provisions of that Section or this Section shall be construed to impose tort CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL GENERAL CONDITIONS STANDARD SPECIFICATIONS 00040 VERSION 08-07 PAGE 13 OF 69 0 0 4.4 liability upon the City. In any event, Contractor shall not commence any excavation work until it has secured all necessary permits including the required CAL OSHA excavation/shoring permit. Any permits shall be prominently displayed on the Project premises prior to commencement of any excavation. Supervision and Construction Procedures. 4.4.1 Supervision of the Work. The Contractor shall supervise and direct performance of the Work, using the Contractor's best skill and attention. The Contractor shall be solely responsible for, and have control over, construction means, methods, techniques, sequences and procedures and for coordinating all portions of the Work under the Contract Documents, unless Contract Documents give other specific instructions concerning these matters. The Contractor shall be responsible for inspection of completed or partially completed portions of Work to determine that such portions are in proper condition to receive subsequent Work. 4.4.2 Responsibility for the Work; Coordination of the Work. The Contractor shall be responsible to the City for acts and omissions of the Contractor's employees, Subcontractors and their agents and employees, and all other persons performing any portion of the Work under a contract with the Contractor. The Contractor shall not be relieved of the obligation to perform the Work in accordance with the Contract Documents either by activities or duties of the Project Manager, City's Inspector or the Architect in the Architect's administration of the Contract, or by tests, inspections or approvals required or performed by persons other than the Contractor. The Contractor shall be responsible for all necessary or appropriate coordination of the Work and component parts thereof so that Substantial Completion of the Work will be achieved within the Contract Time and the Work will be completed for the Contract Price. The coordination of the Work is a material obligation of the Contractor hereunder and shall include without limitation, conducting regular coordination meetings with its Subcontractors and Material Suppliers, sequencing the operations of Subcontractors and Material Suppliers, and adapting its planned means, methods and sequences of construction operations as necessary to accommodate field or changed conditions at the Site. 4.4.3 Surveys. The Contractor shall prepare or cause to be prepared all detailed surveys necessary for performance of the Work. The Contractor shall be responsible for the establishment, location, maintenance and preservation of benchmarks, reference points and stakes for the Work, the cost of which shall be included within the Contract Price. The Contractor shall be solely responsible for all loss or costs resulting from the loss, destruction, disturbance or damage of benchmarks, reference points or stakes. 4.4.4 Construction Utilities. The Contractor shall arrange for the furnishing of and shall pay the costs of all utility services, including, without limitation, electricity, water, gas and telephone necessary for performance of the Work and the Contractor's obligations under the Contract Documents. The Contractor shall furnish and install necessary or appropriate temporary distributions of utilities, including meters, to the Site. Any such temporary distributions shall be removed by the Contractor upon completion of the Work. The costs of CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL GENERAL CONDITIONS STANDARD SPECIFICATIONS 00040 VERSION 08-07 PAGE 14 OF 69 4.5 all such utility services, including the installation and removal of temporary distributions thereof, shall be borne by the Contractor and included in the Contract Price. 4.4.5 Existing Utilities; Removal, Relocation and Protection. In accordance with California Government Code §4215, the City shall assume the responsibility for the timely removal, relocation, or protection of existing main or trunkline utility facilities located on the Site which are not identified in the Drawings, Specifications or other Contract Documents. Contractor shall be compensated for the costs of locating, repairing damage not due to the Contractor's failure to exercise reasonable care, and removing or relocating such utility facilities not indicated in the Drawings, Specifications and other Contract Documents with reasonable accuracy, and for equipment on the Site necessarily idled during such work. Contractor shall not be assessed Liquidated Damages for delay in completion of the Work when such delay is caused by the failure of the City or the utility City to provide for removal or relocation of such utility facilities. Nothing in this Article 4.4.5 shall be deemed to require the City to indicate the presence of existing service laterals or appurtenances whenever the presence of such utilities on the Site can be inferred from the presence of other visible facilities, such as buildings, meters and junction boxes, on or adjacent to the Site. If the Contractor encounters utility facilities not identified by the City in the Drawings, Specifications, or other Contract Documents, the Contractor shall immediately notify, in writing, the City and the utility owner. In the event that such utility facilities are owned by a public utility, the public utility shall have the sole discretion to perform repairs or relocation work or permit the Contractor to do such repairs or relocation work at a price determined in accordance with Article 9 of these General Conditions. Labor and Materials. 4.5.1 Payment for Labor, Materials and Services. Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for labor, materials, equipment, tools, applicable taxes, and other facilities and services necessary for proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated in the Work. 4.5.2 Employee Discipline and Skills. The Contractor shall enforce strict discipline and good order among the Contractor's employees, the employees of any Subcontractor of any tier, and all other persons performing any part of the Work at the Site. The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them. The Contractor shall dismiss from its project employees and direct any Subcontractor of any tier to dismiss from their employment on the project any person deemed by the City to be unfit or incompetent to perform Work and thereafter, the Contractor shall not employ nor permit the employment of such person for performance of any part of the Work without the prior written consent of the City, which consent may be withheld in the reasonable discretion of the City. 4.5.3 Contractor's Superintendent and Project Manager. The Contractor shall employ a competent superintendent, project manager and all necessary assistants who shall be in CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL GENERAL CONDITIONS STANDARD SPECIFICATIONS 00040 VERSION 08-07 PAGE 15 OF 69 attendance at the Site at all times during performance of the Work. The Contractor's communications relating to the Work or the Contract Documents shall be through the Contractor's superintendent and/or project manager. The superintendent shall represent the Contractor at the Site and communications given to the superintendent shall be binding as if given to the Contractor. The Contractor shall dismiss from the project the superintendent, project manager or any of his/her assistants if they are deemed, in the sole reasonable judgment of the City, to be unfit, incompetent or incapable of performing the functions assigned to them. In such event, the City shall have the right to approve of the replacement superintendent, project manager or assistant. 4.5.4 Prohibition on Harassment. 4.5.4.1 City's Policy Prohibiting Harassment. The City is committed to providing a campus and workplace free of sexual harassment and harassment based on factors such as race, color religion, national origin, ancestry, age, medical condition, marital status, disability or veteran status. Harassment includes without limitation, verbal, physical or visual conduct which creates an intimidating, offensive or hostile environment such as racial slurs, ethnic jokes, posting of offensive statements, posters or cartoons or similar conduct. Sexual harassment includes without limitation the solicitation of sexual favors, unwelcome sexual advances, or other verbal, visual or physical conduct of a sexual nature. 4-15.4.2 Contractor's Adoption of Anti-Harassment Policy. Contractor shall adopt and implement all appropriate and necessary policies prohibiting any form of discrimination in the workplace, including without limitation harassment on the basis of any classification protected under local, state or federal law, regulation or policy. Contractor shall take all reasonable steps to prevent harassment from occurring, including without limitation affirmatively raising the subject of harassment among its employees, expressing strong disapproval of any form of harassment, developing appropriate sanctions, informing employees of their right to raise and how to raise the issue of harassment and informing complainants of the outcome of an investigation into a harassment claim. Contractor shall require that any Subcontractor or Sub-subcontractor performing any portion of the Work to adopt and implement policies in conformity with this Article 4.5.4. 4.5.43 Prohibition on Harassment at the Site. Contractor shall not permit any person, whether employed by Contractor, a Subcontractor, Sub-subcontractor, or any other person or entity, performing any Work at or about the Site to engage in any prohibited form of harassment. Any such person engaging in a prohibited form of harassment directed to any individual performing or providing any portion of the Work at or about the Site shall be subject to appropriate sanctions in accordance with the anti- harassment policy adopted and implemented pursuant to Article 4.5.4.2 above. Any person performing or providing Work on or about the Site who engages in a prohibited form of harassment directed to any student, faculty member or staff of the City or directed CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL GENERAL CONDITIONS STANDARD SPECIFICATIONS 00040 VERSION 08-07 PAGE 16 OF 69 0 0 to any other person on or about the Site shall be subject to immediate removal and shall be prohibited thereafter from providing or performing any portion of the Work. Upon the City's receipt of any notice or complaint that any person employed directly or indirectly by Contractor in performing or providing the Work has engaged in a prohibited form of harassment, the City will promptly undertake an investigation of such notice orcomplaint. In the event that the City, after such investigation, reasonably determines that a prohibited form of harassment has occurred, the City shall promptly notify the Contractor of the same and direct that the person engaging in such conduct be immediately removed from the Site. Unless the City's determination that a prohibited form of harassment has occurred is grossly negligent or without reasonable cause, the City shall have no liability for directing the removal of any person determined to have engaged in a prohibited form of harassment nor shall the Contract Price or the Contract Time be adjusted on account thereof. Contractor and the Surety shall defend, indemnify and hold harmless the City and its employees, officers, Board of Education, agents, and representatives from any and all claims, liabilities, judgments, awards, actions or causes of actions, including without limitation, attorneys' fees, which arise out of, or pertain in any manner to: (i) the assertion by any person dismissed from performing or providing work at the direction of the City pursuant to this Article 4.5.4.3; or (ii) the assertion by any person that any person directly or indirectly under the employment or direction of the Contractor has engaged in a prohibited form of harassment directed to or affecting such person. The obligations of the Contractor and the Surety under the preceding sentence are in addition to, and not in lieu of, any other obligation ofdefense, indemnity and hold harmless whether arising under the Contract Documents, at law or otherwise; these obligations survive completion of the Work or the termination of the Contract. 4.6 Taxes. The Contractor shall pay, without adjustment of the Contract Price, all sales, consumer, use and other taxes for the Work or portions thereof provided by the Contractor under the Contract Documents. 4.7 Permits, Fees and Notices; Compliance with Laws. 4.7.1 Payment of Permits, Fees. Unless otherwise provided in the Contract Documents, the Contractor shall secure, pay for, and include in the Contract Price the building permits, other permits, governmental fees, licenses and inspections necessary or required for the proper execution and completion of the Work. 4.7.2 Compliance with Laws. The Contractor shall comply with and give notices required by laws, ordinances, rules, regulations and other orders of public authorities bearing on performance of the Work. 4.7.3 Notice of Variation from Laws. If the Contractor knows, or has reason to believe, that any portion of the Contract Documents are at variance with applicable laws, statutes, ordinances, building codes, regulations or rules, the Contractor shall promptly notify the City, in writing, of the same. If the Contractor performs Work knowing, or with reasonable CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL GENERAL CONDITIONS STANDARD SPECIFICATIONS 00040 VERSION 08-07 PAGE 17 OF 69 • r -1 L diligence should have known, it to be contrary to laws, statutes, ordinances, building codes, rules or regulations applicable to the Work without such notice to the City, the Contractor shall assume full responsibility for such Work and shall bear the attributable costs arising or associated therefrom, including without limitation, the removal, replacement or correction of the same. 4.8 Subnttals. 4.8.1 Purpose of Submittals. Shop Drawings, Product Data, Samples and similar submittals (collectively "Submittals") are not Contract Documents. The purpose for submission of Submittals is to demonstrate, for those portions of the Work for which Submittals are required, the manner in which the Contractor proposes to provide or incorporate such item of the Work in conformity with the information given and the design concept expressed in the Contract Documents. 4.8.2 Contractor's Submittals. 4.8.2.1 Prompt Submittals. The Contractor shall review, confirm and submit to the Architect with the number of copies of Submittals within the timeframes required by the Contract Documents. Contractor's submission of Submittals in conformity with the Submittal Schedule is a material consideration of the Contract. In the event that the City reasonably determines that all or any portion of any Submittal fails to comply with the requirements of the Contract Documents and/or such Submittals are not otherwise complete and accurate so as to require re-submission more than one (1) time, Contractor shall bear all costs associated with the review and approval of such resubmitted Submittals; provided that such costs are in addition to, and not in lieu of, any liquidated damages imposed under the Contract Documents for Contractor's delayed submission of Submittals. Submittals not required by the Contract Documents may be returned without action. No adjustment to the Contract Time or the Contract Price shall be granted to the Contractor on account of its failure to make timely submission of any Submittals. 4.8.2.2 Approval of Contractor's Confirmation of Submittals. All Submittals prepared by Subcontractors, of any tier, Material Suppliers, manufacturers or distributors shall bear the written approval of the Contractor thereto prior to submission to the Architect for review. Any Submittal not bearing the Contractor's written approval shall be subject to return to the Contractor for re-submittal in conformity herewith, with the same being deemed to not have been submitted. Any delay, impact or cost associated therewith shall be the sole and exclusive responsibility of the Contractor without adjustment of the Contract Time or the Contract Price. 4.8.2.3 Verification of Submittal Information. By approving and submitting Submittals, the Contractor represents to the City and Architect that the Contractor has determined and verified materials, field measurements, field construction criteria, catalog numbers and similar data related thereto and has checked and coordinated the information CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL GENERAL CONDITIONS STANDARD SPECIFICATIONS 00040 VERSION 08-07 PAGE 18 OF 69 contained within such Submittals with the requirements of the Work and of the Contract Documents. 4.8.2.4 Information Included in Submittals. All Submittals shall be accompanied by a written transmittal or other writing by the Contractor providing an identification of the portion of the Drawings or the Specifications pertaining to the Submittal, with each Submittal numbered consecutively for ease of reference along with the following information: (i) date of submission; (ii) project name; (iii) name of submitting Subcontractor; and (iv) if applicable, the revision number. The foregoing information is in addition to, and not in lieu of, any other information required for the Architect's review, evaluation and approval of the Contractor's Submittals. 4.8.2.5 Contractor Responsibility for Deviations. The Contractor shall not be relieved of responsibility for correcting deviations from the requirements of the Contract Documents by the Architect's approval of Submittals unless the Contractor has specifically informed the Architect in writing of such deviation at the time of submission of the Submittal and the City has given written approval to the specific deviation. The Contractor shall not be relieved of responsibility for errors or omissions in Submittals by the Architect's approval thereof. 4.8.2.6 No Performance of Work without Approval. The Contractor shall perform no portion of the Work requiring the Architect's review and approval of Submittals until the Architect has completed its review and granted its approval of such Submittal. The Contractor shall not perform any portion of the Work forming a part of a Submittal or which is affected by a related Submittal until the entirety of the Submittal or other related Submittal has been fully approved. 4.8.3 Architect Review of Submittals. The purpose of the Architect's review of Submittals and the time for the Architect's return of Submittals to the Contractor shall be as set forth elsewhere in the Contract Documents, including without limitation, Article 3.1.6 of the General Conditions. If the Architect returns a Submittal as rejected or requiring correction(s) and re-submission, the Contractor, so as not to delay the progress of the Work, shall promptly thereafter resubmit a Submittal conforming to the requirements of the Contract Documents; the resubmitted Submittal shall indicate the portions thereof modified in order to obtain the Architect's approval. When professional certification of performance criteria of materials, systems or equipment is required by the Contract Documents, the Architect shall be entitled to rely upon the accuracy and completeness of such calculations and certifications accompanying Submittals. The Architect's review of the Submittals is for the limited purposes described in the Contract Documents. 4.8.4 Deferred Approval Items. In the event that any portion of the Work is designated in the Contract Documents as a "Deferred Approval" item, Contractor shall be solely and exclusively responsible for the preparation of Submittals for such item(s) in a timely manner so as not to delay or hinder the completion of the Work within the Contract Time. CrrY OF ROSEMEAD PARK PEDESTRIAN TRAIL GENERAL CONDITIONS STANDARD SPECIFICATIONS 00040 VERSION 08-07 PAGE 19 OF 69 • 4.9 Materials and Equipment. 4.9.1 Specified Materials, Equipment. Except as otherwise provided, references in the Contract Documents to any specific article, device, equipment, product, material, fixture, patented process, form, method or type of construction, by name, make, trade name, or catalog number, with or without the words "or equal" shall be deemed to establish a minimum standard of quality or performance, and shall not be construed as limiting competition. 4.9.2 Approval of Or Equal, Substitutions or Alternatives. The Contractor may propose to furnish alternatives or substitutes for a particular item specified in the Contract Documents, provided that the Contractor provides advance written notice to the City ofsuch proposed or equal, substitution or alternative and certifies to the City that the quality, performance capability, functionality and appearance of the proposed alternative or substitute will meet or exceed the quality, performance capability, functionality, and appearance of the item or process specified, and must demonstrate to the City that the use of the substitution or alternative is appropriate and will not delay completion of the Work or result in an increase to the Contract Price. The Contractor shall submit all data to the City to permit the Architect's proper evaluation of the proposed substitution or alternative. The Contractor shall not provide, furnish or install any substitution or alternative without the City's prior approval of the same; any alternative or substitution installed or incorporated into the Work without first obtaining the City's approval of the same shall be subject to removal pursuant to Article 12 hereof. The City's decision shall be final regarding the approval or disapproval of the Contractor's proposed substitutions or alternatives. The City's approval of any Contractor- proposed substitution shall be in accordance with Change Order procedures set forth in Article 9 and as otherwise specified in the Contract Documents. 4.9.3 Placement of Material and Equipment Orders. Contractor shall, after award of the Contract, promptly and timely place all orders for materials and/or equipment necessary for completion of the Work so that delivery of the same shall be made without delay or interruption to the timely completion of the Work. Contractor shall require that any Subcontractor of any tier performing any portion of the Work similarly place orders for all materials and/or equipment to be furnished by any such Subcontractor. Upon request of the City, the Contractor shall furnish reasonably satisfactory written evidence of the placement of orders for materials and/or equipment necessary for completion of the Work, including without limitation, orders for materials and/or equipment to be provided, furnished or installed by any Subcontractor of any tier. 4.9.4 City's Right to Place Orders for Materials and/or Equipment. If the Contractor fails or refuses to provide reasonably satisfactory written evidence of the placement of orders for materials and/or equipment necessary for completion of the Work, or should the City determine, in its sole and reasonable discretion, that such orders have not been placed in a manner that assures timely delivery of such materials and/or equipment to the Site so the Work can be completed without delay or interruption, the City shall have the right, but not CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL GENERAL CONDITIONS STANDARD SPECIFICATIONS 00040 VERSION 08-07 PAGE 20 OF 69 • • the obligation, to place such orders on behalf of the Contractor. If the City exercises such right, the City's conduct in that regard does not assume control of the work. Rather, Contractor remains responsible for the means, methods, techniques, sequences or procedures for completion of the Work and is not relieved from any of Contractor's obligations underthe Contract Documents, including without limitation, completion of the Work within the Contract Time and for the Contract Price. If the City exercises the right hereunder to place orders for materials and/or equipment on behalf of Contractor pursuant to the foregoing. Contractor shall reimburse the City for all costs and fees incurred by the City in placing such orders: such costs and fees may be deducted by the City from the Contract Price then or thereafter due the Contractor. 4.10 Safety. 4.10.1 Safety Programs. The Contractor shall be solely responsible for initiating, maintaining and supervising all safety programs required by applicable law, ordinance, regulation or governmental orders in connection with the performance of the Contract, or otherwise required by the type or nature of the Work. The Contractor shall require that its Subcontractors similarly initiate and maintain all appropriate or required safety programs. 4.10.2 Safety Precautions. The Contractor shall be solely responsible for initiating and maintaining reasonable precautions for safety of, and shall provide reasonable protection to prevent damage, injury or loss to: (i) employees on the Work and other persons who may be affected thereby; (ii) the Work and materials and equipment to be incorporated therein, whether in storage on or off the site, under care, custody or control of the Contractor or the Contractor's Subcontractors of any tier: and (iii) other property or items at the site of the Work, or adjacent thereto, such as trees, shrubs, lawns, walks, pavements, roadways, structures and utilities whether or not designated for removal, relocation or replacement in the course of construction. The Contractor shall erect and maintain, as required by existing conditions and conditions resulting from performance of the Contract, reasonable safeguards for safety and protection of property and persons, including, without limitation, posting danger signs and other warnings against hazards, promulgating safety regulations and notifying Citys and users of adjacent sites and utilities. The Contractor shall give or post all notices required by applicable law and comply with applicable laws, ordinances, rules, regulations and lawful orders of public authorities bearing on safety of persons or property or their protection from damage, injury or loss. 4.103 Safety Coordinator. The Contractor shall designate a responsible member of the Contractor's organization at the Site whose duty shall be the prevention of accidents and the implementation and maintenance safety precautions and programs. This person shall be the Contractor's superintendent unless otherwise designated by the Contractor in writing to the City. 4.10.4 Emergencies. In an emergency affecting safety of persons or property, the Contractor shall act, to prevent threatened damage, injury or loss. CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL GENERALCONDITIONS STANDARD SPECIFICATIONS 00040 VERSION 08-07 PAGE 21 OF 69 • SECTION 00045 SPECIAL CONDITIONS 1.01 Contract Time. • A. Substantial Completion of the Work. The Work shall be commenced on the date stated in the Notice to Proceed issued by the City to the Contractor and shall be completed (Substantial Completion) within thirty five working days from and after the date stated in the Notice to Proceed (Reference Article 7 of the General Conditions). B. Interim Milestone Completion Dates. Notwithstanding any provision of the Contract Documents to the contrary, Contractor shall sequence and coordinate the work so that portions of the work are completed as required by the Work Segment Plan in accordance with the following interim start and completion dates: Milestone No. 01: Work Segment 02, Construction: Includes all demolition and construction activities shall start no earlier than [July 14'h, 2008] and shall be completed (Final Completion) by [August 29'h, 2008]. 1.02 Liquidated Damages. A. Delayed Completion of the Work. Pursuant to Article 7 of the General Conditions, the Contractor shall be subject to the assessment and withholding of Liquidated Damages for failure to achieve Substantial Completion of the Work within the Contract Time as indicated in item 1.01.A, above. Liquidated Damages shall be at the rate of $250.00 per day until Substantial Completion of the Work is achieved. B. Delayed Completion of Interim Milestones. The per day assessment of Liquidated Damages for delayed Final Completion of each of the Interim Milestone Work Segments is $150.00 per day per delayed Interim Milestone. C. Delayed Final Completion of the Work. Pursuant to Article 7 of the General Conditions, the Contractor shall be subject to the assessment and withholding of Liquidated Damages for failure to achieve Final Completion of the Work in accordance with the Contract Documents. Liquidated Damages shall be at the rate of $250.00 per day until Final Completion of the Work is achieved. D. Delayed Submittals. The per day assessment of Liquidated Damages for Contractor's delayed submission of Submittals pursuant to Article 4.8.2.1 of the General Conditions is $150.00 per day per Submittal until the required Submittal is submitted. CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL SPECIAL CONDITIONS STANDARD SPECIFICATIONS 00045 VERSION 08-07 Page I of 5 E. Cumulative Assessment of Liquidated Damages. If the Contractor fails to timely delivery the Submittals, fails to achieve Final Completion of the Work Segments as set forth herein, or fails to achieve Substantial or Final Completion of the Work, the Contractor shall be subject to assessment and withholding of Liquidated Damages in the amounts set forth above for each such portion of the Work which is not timely delivered or completed within the time allocated for each portion of the Work. F. Contractor Liquidated Damages. Pursuant to Article 7 of the Contract General Conditions, the agreed amount of liquidated damages to be paid by the City to the Contractor shall be Two Hundred Fifty Dollars ($250.00) per calendar day. 1.03 Insurance A. Insurance Provided By Contractor. Pursuant to Article 6 of the General Conditions, the Contractor shall provide and maintain the following insurance coverage amounts as set forth below: 1. Workers Compensation Insurance In accordance with limits established by law. 2. Employers Liability Insurance: $1,000,000 3. Commercial General Liability Insurance Per Occurrence $2,000,000 Aggregate $5,000,000 4. Automobile Liability Insurance $1,000,000 5. Builders Risk Insurance In an amount equal to 110% of the original Contract Price. 6. Excess Products and Completed Operations $2,000,000 B. Insurance Provided by Subcontractors. Pursuant to Article 6 of the General Conditions, all Subcontractors and Sub- Subcontractors shall provide and maintain the following insurance coverages, with minimum coverage amounts as set forth below: 1. Workers Compensation Insurance In accordance with limits established by law. 2. Employers Liability Insurance $1,000,000 CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL SPECIAL CONDITIONS STANDARD SPECIFICATIONS 00045 VERSION 08-07 Page 2 of 5 0 0 3. Commercial General Liability Insurance Per Occurrence $1,000,000 Aggregate $2,000,000 4. Automobile Liability Bodily Injury/Property Damage Per Occurrence $1,000,000 1.04 Drawings and Specifications. The number of sets of the Drawings and Specifications, which the City will provide to the Contractor, pursuant to Article 2.1.2 of the General Conditions, is one (1) set of reproducible specifications with plans. 1.05 Number of Contract Documents. The number of executed copies of the Agreement is Four (4), the number of Performance Bonds and Payment Bonds required is Four (4). 1.06 Security. In addition to the security requirements set forth elsewhere in the Contract Documents, the Contractor must adhere to the following: A. Keys. The Contractor's site supervisor of the Work will be issued a key for that site at the beginning of the Work. The key must not be duplicated, and the Contractor is responsible for returning the key to the City when the Work at the site is complete. The Contractor may be charged $1,000.00 per key, for any key not returned to the City at the completion of the work. B. Locked Door Policy. No building, room or site gate shall be left unsecured for any period of time when not occupied by the Contractor and/or after the Contractor's daily work hours. 1.07 Working Hours. The working hours for this Contract shall be 7:00 a.m. to 6:00 p.m. Work hours are subject to standard construction hours per the Ordinance set by the City of Rosemead. Contractor is expected to work weekends and holidays, as necessary, to complete the work within the specified time of completion without any additional cost to the City such weekend and holiday work is required to be authorized by the City Engineer. At the City's request, Contractor shall modify the working hours for the Contract without adjustment of the Contract Time or Contract Price. (Reference General Conditions Article 7.2. 1) CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL SPECIAL CONDITIONS STANDARD SPECIFICATIONS 00045 VERSION 08-07 Page 3 of 5 0 0 1.08 Mark-ups on Changes to the Work. In the event of Changes to the Work, the mark-up for all general conditions, costs, overhead (including home and field office overhead) and profit, shall not exceed Fifteen Percent (15%) of the direct actual costs of the performance of an additive Change, as determined in accordance with the provisions of Article 9.4 of the General Conditions. In addition, the mark-up shall include the actual, direct cost of the bond for such Change, not to exceed Two Percent (2%) of the direct, actual costs of the performance of the Change. The foregoing limitation or mark-up shall apply regardless of the number of subcontractors, of any tier, performing any portion of such additive Change to the Work. In the event that the Work of such additive Change is performed in part by a subcontractor, Contractor agrees to allocate at least Ten Percent (10%) to such subcontractor, with no more than Five Percent (5%) to be allocated to the Contractor. In the event the Change is deductive, the City shall receive a credit equal to the value of the direct actual costs of the Work of the deductive Change plus Ten Percent (10%) of such direct actual costs for all general conditions, overhead (including home and field office overhead), profit and bond. 1.09 Inclement Weather Days. Pursuant to Article 7.4.1 of the General Conditions, the number of Rain Days (including inclement weather) for this Contract is 3 days. 1.10 City's Project Manager. The City's Project Manager is Del Terra Group. 1.11 Project Stabilization Agreement. The City has entered into a Project Stabilization Agreement ("PSA") with the Los Angeles & Orange Counties Building & Construction Trades Council and the Craft Unions Affiliated with the Building & Construction Trades Department - AFL-CIO, dated October 3, 2005. The PSA requires the City to bind prime multi-trade contractors for all work in excess of $100,000.00, and all prime specialty single trade contractors for all work in excess of $20,000, to the terms and conditions of the PSA. By submitting a bid for the Work, Contractor agrees to be bound by the terms and conditions of the PSA and abide by all requirements contained therein. END OF SECTION CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL SPECIAL CONDITIONS STANDARD SPECIFICATIONS 00045 VERSION 08-07 Page 4 of 5 • SECTION 00050 NON-COLLUSION AFFIDAVIT STATE OF CALIFORNIA COUNTY OF first duly sworn, deposes and says that I am the (Typed or Printed Name) of the party (Title) (Bidder Name) submitting the foregoing Bid Proposal (the "Bidder"). In connection with the foregoing Bid Proposal, the undersigned declares, states and certifies that: 1.01 The Bid Proposal is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization or corporation. 1.02 The Bid Proposal is genuine and not collusive or sham. 1.03 The Bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any other bidder or anyone else to put in sham bid, or to refrain from bidding. 1.04 The Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to fix any overhead, profit or cost element of the bid price or that of any other bidder, or to secure any advantage against the public body awarding the contract or of anyone interested in the proposed contract. 1.05 All statements contained in the Bid Proposal and related documents are true. 1.06 The Bidder has not, directly or indirectly, submitted the bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any person, corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Executed this day of , 20 at (City, County and State) CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL STANDARD SPECIFICATIONS NON-COLLUSION AFFIDAVIT 00050 VERSION 08-07 PAGE 1 OF 2 • • I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Signature Name Printed or Typed CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL STANDARD SPECIFICATIONS (Address) (City, County and State) c (Area Code and Telephone Number) NON-COLLUSION AFFIDAVIT 00050 VERSION 08-07 PAGE 2 OF 2 SECTION 00050 NON-COLLUSION AFFIDAVIT STATE OF CALIFORNIA COUNTY OF first duly sworn, deposes and says that I am the (Typed or Printed Name) of the party (Title) (Bidder Name) submitting the foregoing Bid Proposal (the "Bidder"). In connection with the foregoing Bid Proposal, the undersigned declares, states and certifies that: 1.01 The Bid Proposal is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization or corporation. 1.02 The Bid Proposal is genuine and not collusive or sham. 1.03 The Bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any other bidder or anyone else to put in sham bid, or to refrain from bidding. 1.04 The Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to fix any overhead, profit or cost element of the bid price or that of any other bidder, or to secure any advantage against the public body awarding the contract or of anyone interested in the proposed contract. 1.05 All statements contained in the Bid Proposal and related documents are true. 1.06 The Bidder has not, directly or indirectly, submitted the bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any person, corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Executed this day of , 20 at (City, County and State) CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL NON-COLLUSION AFFIDAVIT STANDARD SPECIFICATIONS 00050 VERSION 08-07 PAGE I OF 2 • • 1 declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Signature Name Printed or Typed CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL STANDARD SPECIFICATIONS (Address) (City, County and State) (Area Code and Telephone Number) NON-COLLUSION AFFIDAVIT 00050 VERSION 08-07 PAGE 2 OF 2 • • SECTION 00055 AGREEMENT THIS AGREEMENT is made this day of Rosemead, County of Los Angeles, State of California, hereinafter called the "City" and "Contractor", with a principal place of business located at , 20_, in the City of by and between City of Rosemead, a , hereinafter called the WITNESSETH, that the City and the Contractor in consideration of the mutual covenants contained herein agree as follows: 1.01 The Work. Within the Contract Time and for the Contract Price, subject to adjustments thereto pursuant to the Contract Documents, the Contractor shall perform and provide all necessary labor, materials, tools, equipment, utilities, services and transportation to complete in a workmanlike manner and in strict compliance with the terms and conditions of the Contract Documents all of the Work required in connection with the work of improvement commonly referred to as: Contractor shall complete all Work covered by the Contract Documents, including without limitation, the Drawings and Specifications prepared by the Architect, and other Contract Documents enumerated in Article 5 below, along with all modifications and addenda thereto, in strict accordance with the Contract Documents. 1.02 Contract Time. The Work shall be commenced on the date stated in the City's Notice to Proceed. The Contractor shall achieve Substantial Completion of the Work within thirty five (35) working days after the date stated in the City's Notice to Proceed (see Section 1.01 of the Contract Special Conditions and as otherwise provided in the Contract Documents). 1.03 Contract Price. The City shall pay the Contractor as full consideration for the Contractor's full, complete and faithful performance of the Contractor's obligations under the Contract Documents, subject to any additions or deduction as provided for in the Contract Documents, the Contract Price of Dollars (S The Contract Price is based upon the Contractor's Base Bid Proposal and the following Alternate Bid Items, if any: The City's payment of the Contract Price shall be in accordance with the Contract CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL AGREEMENT STANDARD SPECIFICATIONS 00055 VERSION 08-07 PAGE I OF 2 • Documents. Labor and Material Payment Bond Performance Bond Certificate of Workers Compensation Drug Free Workplace Certification Guarantee General Conditions 1.04 Liquidated Damages. In the event of the failure or refusal of the Contractor to achieve Completion of the Work of the Contract Documents within the Contract Time, as adjusted, the Contractor shall be subject to assessment of Liquidated Damages in accordance with the Contract Documents. 1.05 The Contract Documents. The Contract Documents consist of the following: Notice to Contractors Calling for Bids Instructions for Bidders Bid Proposal Subcontractors List Non-Collusion Affidavit Statement of Bidder's Qualifications Bid Bond DVBE Participation Goal Agreement Project Stabilization Agreement Special Conditions Specifications Drawings Labor Compliance Program • 1.06 Authority to Execute. The individual(s) executing this Agreement on behalf of the Contractor is/are duly and fully authorized to execute this Agreement on behalf of Contractor and to bind the Contractor to each and every term, condition and covenant of the Contract Documents. IN WITNESS WHEREOF, this Agreement has been duly executed by the City and the Contractor as of the date set forth above. CITY City of Rosemead, CONTRACTOR (Contractor's License Number) By: By: Name: Title: (Corporate Seal) END OF SECTION CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL AGREEMENT STANDARD SPECIFICATIONS 00055 VERSION 08-07 PAGE 2 OF 2 0 0 SECTION 00060 BID BOND KNOW ALL MEN BY THESE PRESENTS, That we, , as Principal, and , as Surety, are held and firmly bound, along with our respective heirs, executors, administrators, successors and assigns, jointly and severally, unto City of Rosemead, hereinafter "Obligee," for payment of the penal sum hereof in lawful money of the United States, as more particularly set forth herein. THE CONDITION OF THIS OBLIGATION IS SUCH THAT: WHEREAS, the Principal has submitted the accompanying Bid Proposal for the Work commonly described as and the Bid Proposal must be accompanied by Bid Security. WHEREAS, subject to the terms of this Bond, the Surety is firmly bound unto the Obligee in the penal sum of TEN PERCENT (10%) of the maximum amount of the Bid Proposal submitted by the Principal to the Obligee, as set forth above, inclusive of additive alternate bid items, if any. NOW THEREFORE, if the Principal shall not withdraw said Bid Proposal within the period specified therein after the opening of the same, or, if no period be specified, for sixty (60) days after opening of said Bid Proposal; and if the Principal is awarded the Contract, and shall within the period specified therefore, or if no period be specified, within five (5) days after the prescribed forms are presented to him for signature, enter into a written contract with the Obligee, in accordance with the Bid Proposal as accepted, and give such bond(s) with good and sufficient surety or sureties, as may be required, for the faithful performance and proper fulfillment of such Contract and for the payment for labor and materials used for the performance of the Contract, or in the event of the withdrawal of said Bid Proposal within the period specified for the holding open of the Bid Proposal or the failure of the Principal to enter into such Contract and give such bonds within the time specified, if the Principal shall pay the Obligee the difference between the amount specified in said Bid Proposal and the amount for which the Obligee may procure the required Work and/or supplies, if the latter amount be in excess of the former, together with all costs incurred by the Obligee in again calling for Bids or otherwise procuring said Work or supplies, then the above obligation shall be void and of no effect, otherwise to remain in full force and effect. Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or the Call for Bids, the Work to be performed thereunder, the Drawings or the Specifications accompanying the same, or any other portion of CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL BID BOND STANDARD SPECIFICATIONS 00060 VERSION 08-07 PAGE I OF 2 • • the Contract Documents shall in any way affect its obligations under this Bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of said Contract, the Call for Bids, the Work, the Drawings or the Specifications, or any other portion of the Contract Documents. In the event that suit or other proceeding is brought upon this Bond by the Obligee, the Surety shall pay to the Obligee all costs, expenses and fees incurred by the Obligee in connection therewith, including without limitation, attorneys' fees. IN WITNESS WHEREOF, the Principal and Surety have executed this instrument this day of 520 _ by their duly authorized agents or representatives. Bidder: (corporate Seal) Sure (Corporate Seal) (Attach Attorney-in-Fact Certificate) (Principal's Name) By: (Signature) (Typed or Printed Name & Title) (Address) (Surety's Name) By: (Signature of Attorney-in-Fact for Surety) (Typed or Printed Name) (Address of Surety's Office where Bond is issued) (Area Code and Telephone Number of Surety) CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL BID BOND STANDARD SPECIFICATIONS 00060 VERSION 08-07 PAGE 2 OF 2 0 0 SECTION 00065 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, That we , as Principal, and , as Surety, are held and firmly bound, along with our respective heirs, executors, administrators, successors and assigns, jointly and severally, unto CITY OF ROSEMEAD, hereinafter "Obligee", for payment of the penal sum of Dollars ) in lawful money of the United States, as more particularly set forth herein. THE CONDITION OF THIS OBLIGATION IS SUCH THAT: WHEREAS, the Obligee, by action of its City Council, has awarded to the Principal a Contract for the Work commonly described as: WHEREAS, the Principal, on or about 20_, entered into a contract with the Obligee for performance of the Work; the Agreement and all other Contract Documents set forth therein are incorporated herein and made a part hereof by this reference. WHEREAS, by the terms of the Contract Documents ("Contract"), the Principal is required to furnish a bond ensuring the Principal's prompt, full and faithful performance of the Work of the Contract. WHEREAS, the Principal and the Surety, jointly and severally, bind themselves, their heirs, executors, administrative, successors and assigns, to the Obligee for the prompt, full and faithful performance of the Contract, which is incorporated herein by this reference. NOW, THEREFORE, if the Principal shall promptly, fully and faithfully perform each and all of the obligations and things to be done and performed by the Principal in strict accordance with the terms of the Contract as said Contract may be modified or amended from time to time; and if the Principal shall indemnify and save harmless the Obligee and all of its officers, agents and employees from any and all losses, liability and damages, claims, judgments, stop notices, costs, and fees of every description, whether imposed by law or equity, which may be incurred by the Obligee by reason of the failure or default on the part of the Principal in the performance of any or all of the terms or the obligations of the Contract, including all modifications and amendments thereto, and any warranties or guarantees required thereunder; then this obligation shall be void; otherwise, it shall be, and remain, in full force and effect. CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL PERFORMANCE BOND STANDARD SPECIFICATIONS 00065 VERSION 08-07 PAGE I OF 3 • • In the event the Principal is declared by the Obligee to be in breach or default in the performance of the Contract, then, after written notice from the Obligee to the Surety, as provided for herein, the Surety shall either remedy the default or breach of the Principal or shall take charge of the Work of the Contract and complete the Contract with a Contractor other than the Principal at its own expense; provided, however, that the procedure by which the Surety undertakes to discharge its obligations under this Bond shall be subject to the advance written approval of the Obligee. If the Surety does not proceed to cure or remedy the Principal's default(s) of its performance of the Contract with reasonable promptness, the Surety shall be deemed to be in default on this Bond fifteen (15) calendar days after receipt of a written notice from Obligee to the Surety demanding that the Surety perform its obligations under this Bond, and the Obligee shall be entitled to enforce any remedy available to Obligee. Within fifteen (15) calendar days of Obligee's written notice to the Surety of the failure of performance of the Contract by the Principal, it shall be the duty of the Surety to give to the Obligee an unequivocal notice in writing of the Surety's election to remedy the default(s) of the Principal promptly, or to arrange for performance of the Contract promptly by a Contractor other than the Principal, time being of essence to this Bond. In said Notice of Election, the Surety shall state the date of commencement of its cure or remedy of the Principal's default(s) or its performance of the Contract. The Surety's obligations for cure or remedy, include but are not limited to: correction of defective or incomplete work and completion of the Contract, additional legal, design professional and delay costs arising from Surety's actions or failure to act; and liquidated damages, or if no liquidated damages are specified in the Contract, actual damages caused by delayed performance or non-performance by the Principal. The Surety shall give prompt written notice to the Obligee upon completion of the cure or remedy of the Principal's default(s) of its performance of the Contract. In the event the Surety shall fail to issue its Notice of Election to Obligee within the time provided for herein above, the Obligee may thereafter cause the cure or remedy of the Principal's failure of performance or default or to complete the Work. The Principal and the Surety shall be each jointly and severally liable to the Obligee for all damages and costs sustained by the Obligee as a result of the Principal's failure of performance under the Contract Documents or default in its performance of obligations thereunder, including without limitation the costs of cure or completion exceeding the then remaining balance of the Contract Price. The Surety, for value received, hereby stipulates and agrees that no change or adjustment of the Contract Time or Contract Price, alterations, deletions, additions or any other modifications to the Contract Documents, or the Work to be performed thereunder, shall in any way limit, restrict, or otherwise affect the obligations of the Surety under this Bond. Surety waives notice of any change or adjustment of the Contract Time or Contract Price, alterations, deletions, additions or any other modifications to the Contract Documents, or the Work to be performed thereunder and agrees to automatically adjust the penal sum of this Bond to reflect any adjustments of the Contract Time or Contract Price which increase the Contract Price. CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL PERFORMANCE BOND STANDARD SPECIFICATIONS 00065 VERSION 08-07 PAGE 2 OF 3 Principal and Surety agree that if Obligee is required to engage the services of an attorney in connection with enforcement of this Bond, each shall pay Obligee's costs and reasonable attorney's fees incurred, with or without suit, in addition to the above penal sum. The guarantees contained in this Bond survive Final Completion of the Work called for in the Contract Documents with respect to the obligations and liabilities of the Principal, which survive Final Completion of the Work. IN WITNESS WHEREOF, the Principal and Surety have executed this instrument this day of , 20 by their duly authorized agents or representatives. (Corporate Seal) (Typed or Printed Name) Title: (Signature) (Corporate Seal) (Attach Attorney-in-Fact Certificate) (Surety Name) • (Principal Name) (Signature of Attorney-in-Fact for Surety) (Typed or Printed Name of Attorney-in-Fact) (Address) CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL STANDARD SPECIFICATIONS (Area Code and Telephone Number of Surety) PERFORMANCE BOND 00065 VERSION 08-07 PAGE 3 OF 3 0 9 SECTION 00070 LABOR AND MATERIAL PAYMENT BOND CIVIL CODE §3247 KNOW ALL MEN BY THESE PRESENTS, That we, , as Principal, and , as Surety, are held and firmly bound, along with our respective heirs, executors, administrators, successors and assigns, jointly and severally, unto CITY OF ROSEMEAD, hereinafter "Obligee", for payment of the penal sum of Dollars ) in lawful money of the United States, as more particularly set forth herein. THE CONDITION OF THIS OBLIGATION IS SUCH THAT: WHEREAS, the Obligee, by resolution of its City Council, has awarded to the Principal a Contract for the Work commonly described as: WHEREAS, the Principal, on or about , 20_, entered into a Contract with the Obligee for performance of the Work; the Agreement and all other Contract Documents set forth therein are incorporated herein and made a part hereof by this reference. WHEREAS, by the terms of the Contract Documents, the Principal is required to furnish a bond for the prompt, full and faithful payment to any Claimant, as hereinafter defined, for all labor, materials or services used, or reasonably required for use, in the performance of the Work. NOW THEREFORE, if the Principal shall promptly, fully and faithfully make payment to any Claimant for all labor, materials or services used or reasonably required for use in the performance of the Work, then this obligation shall be void; otherwise, it shall be, and remain, in full force and effect. The term "Claimant" shall refer to any person, corporation, partnership, proprietorship or other entity including without limitation, all persons and entities described in California Civil Code §3181, providing or furnishing labor, materials or services used or reasonably required for use in the performance of the Work under the Contract Documents, without regard for whether such labor, materials or services were sold, leased or rented. This Bond shall inure to the benefit of all Claimants so as to give them. or their assigns and successors. a right of action upon this Bond. CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL LABOR AND MATERIAL PAYMENT BOND STANDARD SPECIFICATIONS 00070 VERSION 08-07 PAGE I OF 2 0 0 In the event that suit is brought on this Bond by any Claimant for amounts due such Claimant for labor, materials or services provided or furnished by such Claimant, the Surety shall pay for the same and reasonable attorneys' fees pursuant to California Civil Code §3250. The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, deletion, addition, or any other modification to the terms of the Contract Documents, the Work to be performed thereunder, the Specifications or the Drawings, or any other portion of the Contract Documents, shall in any way limit, restrict or otherwise affect its obligations under this Bond; the Surety hereby waives notice from the Obligee of any such change, extension of time, alteration, deletion, addition or other modification to the Contract Documents, the Work to be performed under the Contract Documents, the Drawings or the Specifications of any other portion of the Contract Documents. IN WITNESS WHEREOF, the Principal and Surety have executed this instrument this day of , 20 by their duly authorized agents or representatives. (Corporate Seal) (Principal Name) By: (Signature) (Typed or Printed Name) (Corporate Seal) (Surety Name) By: (Signature of Attorney-in-Fact for Surety) (Attach Attorney-in-Fact Certificate) (Typed or Printed Name of Attorney-in-Fact) (Address) (Area Code and Telephone Number of Surety) CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL LABOR AND MATERIAL PAYMENT BOND STANDARD SPECIFICATIONS 00070 VERSION 08-07 PAGE 2 OF 2 • • SECTION 00075 GUARANTEE CITY OF ROSEMEAD (Contractor's Name) hereby unconditionally guarantees that the work performed under and pursuant to City's Contract No. for the Project known as ("Project") has been done in strict accordance with the requirements of the Contract and therefore further guarantees the work of the contract to be and remain free of defects in workmanship and materials for a period of one (1) year from the date of completion of the contract, unless a longer guarantee period is called for by the Contract Documents, in which case the terms of the longer guarantee shall govern. The Contractor hereby agrees to repair or replace any and all work, together with any other work which may have been damaged or displaced in so doing, that may prove to be not in accordance with the requirements of the Contract or that may be defective in its workmanship or materials within the guarantee period specified, without any expense whatsoever to the City, ordinary wear and tear and unusual abuse and neglect only excepted. 'Be Contractor has provided contract bonds which will remain in full force and effect during the guarantee period. The Contractor further agrees that within ten (10) calendar days after being notified in writing by the City of any work not in accordance with the requirements of the contract or any defects in the work, he will commence and prosecute with due diligence all work necessary to fulfill the terms of this guarantee, and to complete the work within a reasonable period of time. In the event he fails to so comply, he does hereby authorize the City to proceed to have such work done at the Contractor's expense and he will pay the cost thereof upon demand. The City shall be entitled to all costs, including reasonable attorneys' fees, necessarily incurred upon the Contractor's refusal to pay the above costs. Notwithstanding the foregoing paragraph, in the event of an emergency constituting an immediate hazard to the health or safety of the employees of the City, or its property or licensees, the City may undertake at the Contractor's expense without prior notice, all work necessary to correct such hazardous condition when it was caused by the work of the Contractor not being in accordance with the requirements of this contract, or being defective, and to charge the same to the Contractor as specified in the preceding paragraph. The guarantee set forth herein is not intended by the parties, nor shall it be construed, as in any way limiting or reducing the City's rights to enforce all terms of the contract referenced hereinabove or the time for enforcement thereof. This guarantee is provided in addition to, and not in lieu of, the City's rights on such contract. CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL GUARANTEE STANDARD SPECIFICATIONS 00075 VERSION 08-07 PAGE I OF 2 • 0 CONTRACTOR'S SIGNATURE SUBCONTRACTOR'S SIGNATURE Representative to be contacted for services: Name: Phone No.: Fax No.. CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL GUARANTEE STANDARD SPECIFICATIONS 00075 VERSION 08-07 PAGE 2 OF 2 SECTION 00080 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE I, the (Name) (Title) of declare, state and certify that (Contractor Name) 1.01 I am aware that California Labor Code §3700(a) and (b) provides: "Every employer except the state shall secure the payment of compensation in one or more of the following ways: A. By being insured against liability to pay compensation in one or more insurers duly authorized to write compensation insurance in this state. B. By securing from the Director of Industrial Relations a certificate of consent to self-insure either as an individual employer, or one employer in a group of employers, which may be given upon furnishing proof satisfactory to the Director of Industrial Relations of ability to self-insure and to pay any compensation that may become due to his or her employees." 1.02 I am aware that the provisions of California Labor Code §3700 require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of this Contract. By: (Signature) (Date) CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL STANDARD SPECIFICATIONS CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 00080 VERSION 08-07 PAGE I OF I 0 0 SECTION 00085 DRUG-FREE WORKPLACE CERTIFICATION the , (Name) (Title) ,declare, state and certify that: (Contractor Name) 1.01 I am aware of the provisions and requirements of California Government Code §§8350 et seq., the Drug Free Workplace Act of 1990. 1.02 I am authorized to certify, and do certify, on behalf of Contractor that a drug free workplace will be provided by Contractor by doing all of the following: A. Publishing a statement notifying employees that the unlawful manufacture, distribution, dispensation, possession or use of a controlled substance is prohibited in Contractor's workplace and specifying actions which will be taken against employees for violation of the prohibition; B. Establishing a drug-free awareness program to inform employees about all of the following: 1. The dangers of drug abuse in the workplace; 2. Contractor's policy of maintaining a drug-free workplace; 3. The availability of drug counseling, rehabilitation and employee- assistance programs; and 4. The penalties that may be imposed upon employees for drug abuse violations; C. Requiring that each employee engaged in the performance of the Contract be given a copy of the statement required by subdivision (A), above, and that as a condition of employment by Contractor in connection with the Work of the Contract, the employee agrees to abide by the terms of the statement. 1.03 Contractor agrees to fulfill and discharge all of Contractor's obligations under the terms and requirements of California Government Code §8355 by, inter alia, publishing a statement notifying employees concerning: (a) the prohibition of any controlled substance in the workplace, (b) establishing a drug-free awareness program, and (c) requiring that each employee engaged in the performance of the Work of the Contract be given a copy of the statement required by California Government Code §8355(a) and requiring that the employee agree to abide by the terms of that statement. CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL DRUG-FREE WORKPLACE CERTIFICATION STANDARD SPECIFICATIONS 00085 VERSION 08-07 PAGE I OF 2 • • 1.04 Contractor and I understand that if the City determines that Contractor has either: (a) made a false certification herein, or (b) violated this certification by failing to carry out and to implement the requirements of California Government Code §8355, the Contract awarded herein is subject to termination, suspension of payments, or both. Contractor and I further understand that, should Contractor violate the terms of the Drug-Free Workplace Act of 1990, Contractor may be subject to debarment in accordance with the provisions of California Government Code §§8350, et M. 1.05 Contractor and I acknowledge that Contractor and I are aware of the provisions of California Government Code §§8350, et M. and hereby certify that Contractor and I will adhere to, fulfill, satisfy and discharge all provisions of and obligations under the Drug- Free Workplace Act of 1990. I declare under penalty of perjury under the laws of the State of California that all of the foregoing is true and correct. Executed at this day of , 20 (City and State) (Signature) (Typed or Printed Name) CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL STANDARD SPECIFICATIONS DRUG-FREE WORKPLACE CERTIFICATION 00085 VERSION 08-07 PAGE 2 OF 2 0 0 SECTION 00095 DISABLED VETERAN BUSINESS ENTERPRISE (`°DVBE") PARTICIPATION GOAL DVBE Participation Policy. The City is committed to achieving the legislatively and administratively established Participation Goal for Disabled Veteran Business Enterprises ("DVBEs") in accordance with California Education Code §17076.11. Through the DVBE participation program, the City encourages contractors to ensure maximum opportunities for the participation of DVBEs in the Work of the Contract. 2. Definitions. 2.1 Disabled Veteran. A "Disabled Veteran" means a veteran of the military, naval, or air service of the United States with at least ten percent (10%) service-connected disability who is a resident of the State of California. 2.2 Disabled Veteran Business Enterprise. A "Disabled Veteran Business Enterprise" ("DVBE") means a business enterprise certified by the Office of Small and Minority Business, State of California, Department of General Services, pursuant to Military and Veterans Code §999, or an enterprise certifying that it is a DVBE by meeting all of the following requirements: (a) it is a sole proprietorship at least fifty-one percent (51%) owned by one or more Disabled Veterans, or in the case of a publicly owned business, at least fifty-one percent (51%) of its stock is owned by one or more Disabled Veterans; or a subsidiary wholly owned by a parent corporation, but only if at least fifty-one percent (51%) of the voting stock of the parent corporation is owned by one or more Disabled Veterans; or a joint venture in which at least fifty-one percent (51 of the joint venture's management and control and earnings are held by one or more Disabled Veteran; (b) the management and control of the daily business operations are by one or more Disabled Veterans; provided that the Disabled Veteran(s) exercising management and control of the business enterprise are not required to be the same Disabled Veteran(s) who is/are the equity Owner(s) of the business enterprise; and (c) it is a sole proprietorship, corporation, or partnership with its home office located in the United States and which is not a branch or subsidiary of a foreign corporation, foreign firm, or other foreign-based business. The terms "foreign corporation" "foreign firm" and "foreign-based business" shall be deemed to mean a business entity that is incorporated or which has its principal headquarters located outside the United States of America. 3. DVBE Participation Goal. The term "Participation Goal" is a numerically expressed objective for DVBE participation in performing the Work of the Contract. The Participation Goal is not a quota, set-aside or rigid proportion. Through action of the City's Council Board, the City has established a DVBE Participation Goal of Three Percent (3%) of the total Contract Amount. CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL DVBE STANDARD SPECIFICATIONS 00095 VERSION 08-07 PAGE I OF 3 • • 4. Monitoring of DVBE Participation and Submission of Report. 4.1 Submission of Report. During performance of the Contract, Contractor shall monitor the Work of the Contract, award of subcontracts and contracts for materials, equipment and supplies for the purpose of determining DVBE participation in the Work of the Contract. Contractor shall report on a monthly basis all DVBE's utilized in the performance of the Work, the type or classification of the Work performed by each such DVBE and the dollar value of the Work performed by each such DVBE. In addition, upon completion of the Work of the Contract, Contractor shall submit a report to the City in the form attached hereto identifying all DVBEs utilized in the performance of the Work, the type or classification of the Work performed by each such DVBE and the dollar value of the Work performed by each such DVBE. The submission to the City of such report shall be deemed a condition precedent to the City's obligation to make payment of the Final Payment under the Contract Documents. The submission of such report shall be in addition to, and not in lieu of, any other conditions precedent set forth in the Contract Documents for the City's obligation to make payment of the Final Payment. The City reserves the right to request additional information or documentation from the Contractor evidencing efforts to comply with the DVBE Participation Goal. 4.2 Contract Audit. Contractor agrees that the City, or its designee, shall have the right to review, obtain and/or copy any and all writings, materials, documents and other records pertaining to the performance of the Contract. Contractor agrees that the City, or its designee, shall have access to any of Contractor's premises upon reasonable notice, during usual business hours for the purpose of interviewing employees and inspecting and/or copying such writings, materials, documents and other documents which may be relevant to a matter under investigation for the purpose of determining compliance with the DVBE Participation Goal. CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL DVBE STANDARD SPECIFICATIONS 00095 VERSION 08-07 PAGE 2 OF 3 • • DVBE PARTICIPATION REPORT Contractor Name: Project Name: Date: Firm Name of DVBE I Trade/Portion of Work I Value of Work Does the cumulative dollar value of the foregoing DVBE participation meet or exceed three percent (3%) of the final Contract Amount, as adjusted by all change orders? YES NO If your response is "NO", please attach to this Report a detailed description of the reasons for your failure to achieve the City's DVBE Participation Goal. CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL STANDARD SPECIFICATIONS DVBE 00095 VERSION 08-07 PAGE 3 OF 3 • SECTION 01045 CUTTING AND PATCHING PART 1 -GENERAL 1.01 DESCRIPTION A. Work included: This Section establishes general requirements pertaining to cutting (including excavating), fitting, and patching of the Work. The Contractor shall do all cutting, fitting, or patching of Work as required to make its several parts come together properly and fit to receive or be received by work of others or reasonably implied by the Drawings and Specifications for the completed structure as Architect may direct. In addition, the Contractor shall do the following: 1. Uncover work to provide for installing, inspecting, or both, of ill- timed work; 2. Remove and replace work not conforming to requirements of the Contract Documents; and 3. Remove and replace defective work. B. All costs caused by defective or ill-timed work shall be borne by Contractor. C. The Contractor shall not endanger any work by cutting, excavating, or otherwise altering work and shall not cut or alter work of any others except with consent of Architect. D. Related work: Documents affecting work of this Section include, but are not necessarily limited to, the Conditions of the Contract and Sections in Division 1 of these Specifications. In addition to other requirements specified, upon the request of the Architect or the IOR, uncover work to provide for inspection of the covered work and remove samples of installed materials for testing. 02 QUALITY ASSURANCE A. Use adequate numbers of skilled personnel who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. 1.03 SUBMITTALS CITY OF ROSEMEAD PARK PEDESTRIAN Cutting and Patching TRAIL 01.045 PAGE 1 OF 6 • • A. Request for Architect's consent: 1. Prior to cutting which effects structural safety, submit written request to the Architect through the Construction Manager for permission to proceed with cutting. 2. Should conditions of the Work, or schedule, indicate a required change of materials or methods for cutting and patching, so notify the Architect through the Construction Manager in writing and secure written permission. PART 2 - PRODUCTS 2.01 MATERIALS A. For replacement of items removed, use materials complying with pertinent Section of these Specifications. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Inspection: 1. Inspect existing conditions, including elements subject to movement or damage during cutting, excavating, patching, and backfilling. 2. After uncovering the work, inspect conditions affecting installation of the new work. B. Discrepancies: If uncovered conditions are not as anticipated, immediately notify the Architect, in writing through the Construction Manager, and secure needed directions. 2. Do not proceed until unsatisfactory conditions are corrected. 3.02 PREPARATION PRIOR TO CUTTING A. Provide required protection including, but not necessary limited to, shoring, bracing, and support to maintain structural integrity of the Work. B. Locate all utilities prior to cutting and/or excavation 3.03 PERFORMANCE CITY OF ROSEMEAD PARK PEDESTRIAN Cutting and Patching TRAIL 01.045 PAGE 2 OF 6 .7 A. Perform required excavating and backfilling as required under other pertinent Sections of these Specifications. Perform cutting and demolition by methods that will prevent damage to other portions of the Work and provide proper surfaces to receive installation of repair and new work. 2. Perform fitting and adjusting of products to provide finished Installation complying with the specified tolerances and finishes. END OF SECTION CITY OF ROSEMEAD PARK PEDESTRIAN Cutting and Patching TRAIL 01.045 PAGE 3 OF 6 • SECTION 02110 • SITE CLEARING AND DEMOLITION PART 1 - GENERAL All applicable portions of Specification Division 1 including the drawings and general provisions of the contract; the general and supplementary conditions apply to work of this section as if printed herein. The following are minimum requirements and shall govern, except that all local, state and/or federal codes and ordinances shall govern when their requirements are in excess hereof. 1.1 SECTION INCLUDES: Description of requirements for materials, fabrications, and installation Site Clearing and Demolition and associated accessory items including, but not necessarily limited to, the following: 1.1.1 Work includes clearing and grubbing of the site, including the removal of debris, grass, vegetation, foreign objects, irrigation pipe and irrigation main pipe from the site, as required or as also indicated on the drawings. 1.1.2 Grading, stripping and stock piling of topsoil. 1.2 RELATED WORK: 1.2.1 Section 02200 - Earthwork: Dust suppression and project conditions 1.2.2 Remove designated equipment and fixtures, and backstops. 1.2.3 Cap and identify utilities where required. 1.2.4 Improvements to the Site. 1.3 QUALITY ASSURANCE: 1.3.1 Comply with applicable portions of codes and regulations of governmental agencies having jurisdiction, including applicable portions of CBC, Chapter 33. 1.3.2 Where the requirements of applicable codes and regulations conflict with the requirements of this Specification, comply with the more stringent provisions. 1.3.3 Obtain and pay for any permits, bonds, licenses, etc., required for Site Clearing and Removal Work. CITY OF ROSEMEAD PARK PEDESTRIAN Site Clearing and Demolition TRAIL 02.110 PAGE I OF 6 0 0 1.3.4 All clearing and removal work shall be accomplished in strict accordance with all local and state building codes, requirements, and regulations, including but not limited to noise abatement, dust control, classification of disposal materials, etc. 1.3.5 The soils report (attached at end of this section) shall be included as scope of work for all grading operations. All grading recommendations as stated in the geotechnical report are part of this document and scope of work. 1.4 JOB CONDITIONS: 1.4.1 An attempt has been made to show all existing structures, utilities, drives, pavements, curbs, walks, etc., in their approximate location on the survey and/or working drawings. However, others that are not shown may exist and may be found upon visiting the site or during the clearing and removal work. It will be the responsibility of this Contractor to accurately locate all existing facilities and to determine their extent. If such facilities obstruct the progress of the work and are not indicated to be removed or relocated, they shall be removed or relocated only as directed by the Owner. 1.4.1.1 Report any existing site element not shown on the working drawings to the Civil Engineer of Record so that the proper dispensation of the element may be made. 1.4.2 If site is not a cut/fill balance. The contractor shall review the plans and provide calculations to determine the extent of the import or export requirements for the job and pay all associated costs. 1.4.3 Natural features, existing structures, existing landscaping, existing utilities, etc., which are indicated to remain on the drawings and specifications shall be protected and shall not be defaced or damaged in any manner. 1.4.4 Restore to their present conditions any pavement in the public right-of-way that is disturbed by the work under this section. All pavement restoration work in public rights-of-way shall be performed to the full satisfaction of the governmental agencies having local jurisdiction. 1.4.5 Conform to the requirements of Section 02200. 1.5 ENVIRONMENTAL REQUIREMENTS: 1.5.1 Noise producing activities shall be held to a minimum. Internal combustion engines and compressors, etc., shall be equipped with mufflers to reduce noise to a minimum. Comply with all noise abatement ordinances. CITY OF ROSEMEAD PARK PEDESTRIAN Site Clearing and Demolition TRAIL 02.110 PAGE 2 OF 6 0 0 1.5.2 Keep all areas within the clearing and removal area sufficiently dampened to prevent dust from rising due to clearing or removal operations. Comply with all anti-pollutions ordinances. 1.5.2.1 This Contractor shall see to it that trucks leaving the site shall not do so in such a manner that debris, vegetation, mud, and earth will not be deposited on adjacent street pavements. Anv debris, vegetation, mud, or earth deposited on street pavements shall be promptly removed by this Contractor. 1.5.3 This Contractor shall notify Local or State Environmental Agencies prior to the removal of any underground storage tanks and their related piping. 1.5.3.1 This Contractor shall remove all related items as required by environmental authorities, and shall test surrounding soils as required. 1.5.4 All clearing and removal operations shall be performed in a manner such as to prevent any wash-off of soils from the site into streams and/or storm drainage systems. Appropriate sedimentation ponds, dikes, silt fences, collars, and filter media shall be employed to insure compliance with these requirements. Where a specific statute governs these procedures, such statute shall be complied with in its entirety. 1.6 DRAINAGE MAINTENANCE: 1.6.1 During the entire course of clearing and removal operations, all existing drainage ways, both into and from the project area shall be rerouted as required and/or maintained in a functional condition. 1.6.2 At all times during the clearing and removal operations, the exposed areas of sub-grade shall be maintained in a condition compatible with positive drainage of the work area. Failure to maintain such drainage shall be considered adequate cause for the District Representative to order temporary suspension of the work. 1.6.3 If it should become necessary to stop work for indefinite periods, take every precaution to prevent damage or deterioration of the work already performed. Provide suitable and functional drainage by installing ditches, filter drains, temporary cut-off lines, etc., and erect temporary protective structures where necessary. All embankments shall be back bladed and suitably sealed to protect against adverse weather conditions. PART 2 - PRODUCTS: 2.1 PROTECTION: CITY OF ROSEMEAD PARK PEDESTRIAN Site Clearing and Demolition TRAIL 02.110 PAGE 3 OF 6 • • 2.1.1 It shall be the Contractor's full responsibility to furnish and maintain all temporary barricades, warning lights, and other types of protection and prevent accidental injury to the general public and all personnel on the project. 2.1.2 All existing improvements and all existing active utility lines to remain (whether above or below ground) within the new construction area shall be properly and adequately protected from damage during the entire construction period. It shall be the responsibility of the Contractor to restore to their original condition any of these existing items that are damaged or disturbed in any way. 2.1.3 Protect all existing structures, utilities, and landscaping indicated to remain on the drawings. 2.1.3.1 All trees, shrubs, and other items, indicated to remain shall be protected during the entire progress of the work. This includes protection of the root system. The trees shall be fenced if they are located in or near an area being used for material storage or subject to damage by traffic during construction. Low hanging branches and unsound or unsightly branches on trees or shrubs designated to remain shall be removed. All trimmings shall be done by skilled workmen and in accordance with good tree surgery practices. 2.1.4 Any damage done by this Contractor to existing structures, pipe lines, utilities, landscaping, etc., indicated to remain shall be repaired by him and at his expense in a manner acceptable to the Owner of the damaged property. This contractor shall report any existing damage prior to the beginning of this work. 2.1.5 All temporary shoring, bracing, etc., and maintenance there to required for the completion of clearing and removal work shall be provided by the Contractor whose work requires protection. 1.5.1 This Contractor shall work in concert per local and state codes to insure the provision of adequate bracing, shoring, temporary cross over for pedestrian and vehicular traffic, including guard rails, lamps, warning signs and flags as required by agencies having jurisdiction as directed by the Owner. Remove same when necessity for protection ceases. 2.2 MATERIALS: 2.2.1 All materials used to backfill excavations, trenches, holes, pits, etc. caused by utility, underground structure or underground storage tank removal shall meet the requirements for fill material and compaction indicated in Section 02220. CITY OF ROSEMEAD PARK PEDESTRIAN Site Clearing and Demolition TRAIL 02.110 PAGE 4 OF 6 0 0 PART 3 - EXECUTION: 3.1 EXAMINATION: 3.1.1 Visit the site so that a full understanding of the difficulties and restrictions attending complete clearing of the site and removal of underground tanks and utilities is obtained. Verify the location of all pertinent items. 3.1.2 Verify with sewer department, water department, gas company, electric company, etc., that all existing utilities, services, and overhead lines have deactivated and abandoned prior to beginning removal work. Notify affected utility department or company prior to beginning removal work. 3.2 PREPARATION: 3.2.1 Cut drainage swales and provide temporary grading to cant' storm water away from clearing area. No storm water will be permitted to stand in open excavations. 3.2.2 Provide, erect, and maintain temporary barriers and security devices as required. Protect all existing landscaping, structures, utilities, and site elements that are not to be demolished. 3.2.3 Notify all affected utility companies and local authorities and agencies prior to beginning the work. 3.2.4 Identify and tag all existing trees and other landscaping designated to remain. 3.2.5 Identify and locate a permanent stockpile area for topsoil. Verify with District Representative and see plans for fill soil stockpile area. Coordinate with Landscape Contractor. 3.2.6 Identify and locate a waste area for temporary storage of removed materials and a permanent topsoil stockpile area. 3.2.6.1 No materials may be buried or burned on the site as a means of disposal. 3.3 GRUBBING AND CLEARING: 3.3.1 From the entire site and area of work, remove all trees, rocks, boulders, and vegetation to ground level where the new building and all site work are to be located, regardless if shown or not shown on the drawings. CITY OF ROSEMEAD PARK PEDESTRIAN Site Clearing and Demolition TRAIL 02.110 PAGE 5 OF 6 0 0 3.3.2 Scarify ground to remove debris, boulders, rocks, vegetation, and roots to 24 inches below grade, and remove all deep root systems, stumps, root-balls, and any major root systems. Where required by Soils Technician to scarify at depths greater than 24 inches, the Contractor shall be compensated where scarification is greater than the depth of 24 inches, unless otherwise indicated in Earthwork Section. 3.3.3 Remove and legally dispose of debris off-site. When and as directed by the Architect, stockpile selected stripped soil materials and rocks/boulders for subsequent use in landscaping work. 3.3.4 No less frequently than once each day, treat exposed ground areas for dust control. At windy conditions as deemed necessary by the Inspector, provide dust control to suit the Inspector's satisfaction. 3.4 OFFSITE WORK: 3.4.1 Clean haul roads on and off site to a distance of three miles from the site or as directed by the Architect and/or resident inspector. 3.4.2 "Clean" herein refers to properly remove dirt clods, flocks, tree branches, and other items which may fall off the hauling equipment or be "tracked" off the site. 3.4.3 Notify all affected utility companies and local authorities and agencies prior to beginning the work. 3.4.4 Identify and tag all existing trees and other landscaping designated to remain. 3.4.5 Identify and locate a permanent stockpile area for topsoil. Verify with District Representative and see plans for fill soil stockpile area. Coordinate with Landscape Contractor. 3.4.5.1 No materials may be buried or burned on the site as a means of disposal. 3.5 PERFORMANCE: 3.5.1 This Contractor shall be responsible for all clearing, grubbing, removing and disposing of trash and debris and for clearing and stockpiling all topsoil which are with the designated limits of the property, easements and roadway, unless otherwise indicated on the Drawings. 3.5.2 Prior to rough grading, storage of construction materials or the installation of any temporary construction facilities, strip areas per plans to be occupied by site improvements. CITY OF ROSEMEAD PARK PEDESTRIAN Site Clearing and Demolition TRAIL 02.110 PAGE 6 OF 6 0 • 3.5.2.1 Stockpile soil in previously designated areas or as directed by the District Representative. Sticks, stones, roots, weeds, grass, clods and rubbish shall be removed from the topsoil prior to stockpiling. If excess soil exists, it shall be disposed off-site. 3.5.2.2 Only soil meeting the requirements of Section 02905 - Landscape Grading shall be stockpiled. All non-conforming soil shall be removed from the site. 3.5.2.3 No topsoil may be used as structural fill under any building or paved areas. 3.5.3 This Contractor shall be responsible for removal of sidewalks, pavements, curbs, curbs and gutters, foundations, exterior slabs and sidewalks indicated to be removed on plans except for walk covered under Landscape scope of work. 3.5.4 This Contractor shall be responsible for removal of all underground utilities, underground structures, etc., according to plans. 3.5.5 Protect any existing structures, utilities and all appurtenances to remain. Prevent movement or settling. Provide bracing and shoring as required. 3.5.6 Cease cleaning and removal operations immediately if any existing structure or utility appears in danger. Notify the District Representative and Civil Engineer of Records. Do not resume operations until directed. 3.5.7 All broken construction material, trash, and debris, tree stash, sidewalks, curbs, etc., will be considered "waste" and shall be removed from the site. "Waste" material shall be removed from the site as soon as possible and shall not be allowed to accumulate. Short-term storage of removed material shall be restricted to previously designated "waste" areas or as directed by the District Representative. 3.5.7.1 No burning or burying of "waste" material will be permitted. 3.5.8 Continuously dampen all clearing and removal areas to prevent dust from rising during the operation. Provide hoses and/or water trucks as required. 3.6 FIELD QUALITY CONTROL: CITY OF ROSEMEAD PARK PEDESTRIAN Site Clearing and Demolition TRAIL 02.110 PAGE 7 OF 6 9 0 3.6.1 This Contractor shall retain an independent inspection firm or contact local officials and inspectors at locations where local building codes require special inspections. 3.7 CLEAN UP: 3.7.1 Material designated for removal shall become the property of this Contractor, and any salvage value there from will accrue to this Contractor. 3.7.2 Remove from the site and make legal disposition of all waste and debris. No waste or debris shall be burned or buried on the site as a means of disposal. END OF SECTION CITY OF ROSEMEAD PARK PEDESTRIAN Site Clearing and Demolition TRAIL 02.110 PAGE 8 OF 6 SECTION 02511 0 CONCRETE PAVING, CURBS AND WALKS PART 1 - GENERAL All applicable portions of Division 1, including the drawings and general provisions of the contract, the general and supplementary conditions and Division 1 specification sections which apply to work of this section as if printed herein. 1.1 SECTION INCLUDES: Description of requirements for materials, fabrications and installation of Curbs, Gutters and Walks and accessory items as shown on drawings and necessary to complete the Concrete Work. Work to include but not be limited to the following: 1.1.1 Examine all other sections for work related to those sections which are required to be included as work of this Section. 1.1.2 Concrete curbs, gutters, walks and concrete pavements, approaches, ramps, curb cuts, etc., free and apart from the building, including steel reinforcement and 4" fill. 1.1.3 Excavation, installation and compaction of porous fill. 1.1.4 Excavation and installation of concrete light pole bases, Flagpole bases, signage pole bases, fence post bases, etc. 1.1.5 Formwork and accessories. 1.1.6 Removal of excavated material from the site. 1.1.7 Concrete Mow Strips. 1.1.8 Equipment Pads, Transformer Pads, Condenser Pads, Etc. 1.1.9 Saw cutting and demolition of existing concrete systems where required, to complete the work. 1.2 RELATED WORK IN OTHER SECTIONS: 1.2.1 Section 02200 - Earthwork. 1.2.2 Section 02510 -Asphalt Concrete Paving. 1.2.3 Section'02580 - Parking Striping. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Paving, Curbs and Walks TRAIL 02.511 PAGE I OF 6 0 0 1.2.5 Section 03300 - Concrete Work. 1.3 SUBMITTALS: Refer to Section 01340 for procedures. 1.3.1 Provide manufacturer's product data for all materials used and printed recommendations for installation. 1.3.2 Submit ail shop drawings as requested by Architect for review and approval, to verify conformance with applicable codes and agencies having jurisdiction. 1.3.3 Submit concrete mix design for each classification of concrete to be used on this project (see 03300 - 2.2 for sample). See Division 1 of the Specifications. 1.4 QUALITY ASSURANCE: 1.4.1 Regulatory Requirements: Comply with applicable portions of codes and regulations of governmental agencies having jurisdiction. 1.4.2 Qualifications: Use skilled workers who are thoroughly trained and experienced and who are completely familiar with the specified requirements and methods to perform and complete the scope of work under Contract. 1.4.3 Protection: Provide all necessary barricades or temporary fencing necessary to protect public and finished work from injury or damage until work is complete. 1.4.4 All concrete curbs and walks shall be designed, manufactured and installed in accordance to the latest editions of the following regulations, references, standards, etc., which are hereby included in and made a part of these specifications. 1.4.4.1 Building Code of the City, County and State in which this development is located. 1.4.4.2 State Highway or Department of Transportation Specifications in which this development is located, if applicable. 1.4.4.3 Manuals of Standard Practice of the Concrete Reinforcing Steel Institute (VVCRSI). 1.4.4.4 American Concrete Institute (ACI), "Recommended Practice for Concrete Formwork" ACI 347. 1.4.4.5 American Concrete Institute (ACI), "Specifications for Structural Concrete for Buildings," ACI 302. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Paving, Curbs and Walks TRAIL 02.511 PAGE 2 OF 6 2 • • 1.4.4.6 American Concrete Institute (ACI), "Recommend Practice for Concrete Floor and Slab Construction," ACI 302. 1.4.4.7 American Concrete Institute (ACI), "Recommended Practice fQr Measuring, Mixing, Transporting and Placing Concrete," ACI 304. 1.4.4.8 American Concrete Institute (ACI), "Recommended Practice for Hot Weather Concreting," ACI 305R. 1.4.4.9 American Concrete Institute (ACI), "Recommended Practice for Cold Weather Concreting," ACI 306R. 1.4.4.10 American Concrete Institute (ACI), "Building Code Requirements for Reinforced Concrete," ACI 318. 1.4.4.11 "Standard Specifications for Construction of Roads and Bridges," American Association of State Highway and Transportation Officials (AASHTO) 1.4.5 This Contractor shall maintain 1 copy of the above noted references on the job site for reference at all times. 1.4.6 All materials shall conform to specified ASTM< AASHTO AND ACI standards. 1.4.7 All concrete reinforcement shop drawings and concrete mix designs shall be prepared under the direct supervision of a Civil Engineer experienced in his/her preparation and licensed in the state in which this project is located. 1.5 JOB CONDITIONS: 1.5.1 It shall be this Contractor's responsibility to coordinate the concrete curbs and walks work with the District Representative so as to provide for a smooth and orderly progression of the work. 1.5.1.1 Provide ample notice to other trades to facilitate installation of embedded items prior to pouring concrete. 1.5.2 Locations, dimensions and grades shall be established from site drawings and the grade stakes shall be set to desired section and elevation by this Contractor. 1.5.3 This Contractor shall protect all work installed by others such as manholes, catch basins, sewer cleanouts, etc. Damage to same shall be repaired at this Contractor's expense. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Paving, Curbs and Walks TRAIL 02.511 PAGE 3 OF 6 0 0 1.5.4 This Contractor shall restore to their present conditions any pavement or public right-of-way that is disturbed by the work under this section. All pavement restoration work in public right-of-way shall be performed to the full satisfaction of the government agencies having jurisdiction. 1.6 ENVIRONMENTAL REQUIREMENTS: 1.6.1 All work shall be performed in accordance with state and local Building Codes, State Department of Transportation Specifications and Environmental Protection Agency (EPA) regulations. 1.6.2 Noise producing activities shall be held to a minimum. Internal combustion engines and compressors, etc., shall be equipped with mufflers to reduce noise to a minimum. Comply with all noise abatement ordinances. 1.6.3 Keep all areas within the construction area sufficiently dampened to prevent dust from rising due to construction. Comply with all anti-pollution ordinances. 1.6.3.1 This Contractor shall see to it that trucks entering or leaving the site shall do so in such a manner that concrete, mud and earth will not be deposited on adjacent street pavements. Any concrete, mud or earth deposited on street pavements shall be promptly removed by this Contractor. 1.6.4 Provide hot weather and/or cold weather protection as recommended in ACI 305R and ACI 306R. 1.6.5 Unless adequate protection is provided, concrete shall not be placed during rain, sleet or snow. Protect concrete from rain water, maintain concrete water cement ratio and protect concrete surface. 1.6.6 All freshly poured concrete shall be adequately protected after placement to prevent damage from freezing, by use of suitable covers and adequate heating equipment. Frozen and damaged concrete must be removed and replaced at this Contractor's expense. Do not place concrete on frozen earth. 1.7 DELIVERY. STORAGE AND HANDLING: 1.7.1 Portland cement shall be stored at the plant in a weather tight building, bins or silos free of moisture and contaminants. 1.7.2 Aggregate stockpiles shall be arranged and used at the plant to avoid segregation and contamination. Frozen or partially frozen aggregates shall not be used. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Paving, Curbs and Walks TRAIL 02.511 PAGE 4 OF 6 9 0 1.7.3 Admixtures shall be stored in their original containers, unopened to avoid contamination, evaporation or damage. Protect from freezing or temperature changes which would affect admixture characteristics. 1.7.4 Reinforcing bars and accessories shall be shipped to the site and stored in such a manner as to prevent injurious defects and maintain a workmanlike finish. Reinforcing bars and accessories shall be stored off the ground and be maintained free of ice, snow, mud and water intrusion. 1.8 WARRANTY: 1.8.1 This Contractor shall warrant all materials and workmanship. See Division 1 of specifications. PART 2 - PRODUCTS: 2.1 MATERIAL: Conform to the applicable sections of "Standard Specifications for Public Works Construction," latest Edition, and all errata and addenda thereto except where noted otherwise in this Section. 2.1.1 Steel forms shall be standard commercially available prefabricated steel forms (minimum 16 gage.) 2.1.2 Plywood forms shall be B-B Plyform, Class 1 or Class II, 5/8" minimum thickness, edge sealed. 2.1.3 Boards, sheathing and form lumber shall be No. 3, common or better, 3/4" minimum thickness. 2.1.4 Circular forms for light pole bases shall be seamless fiber tube forms as manufactured by Sonoco Products Company and Alton Packaging Corporation. 2.1.5 Steel reinforcing bars shall conform to "Specifications for Deformed Billet - Steel Bars for Concrete Reinforcement," ASTM A615 Grade Number 60, having a minimum yield strength of 60,000 p.s.i. 2.1.5.1 All reinforcing bars shall be marked on the surface of the bar with designation indicating the point of origin, size, type of steel and minimum yield. 2.1.6 Welded wire fabric shall be smooth wire fabric conforming to ASTM A185 and A185. Welded intersections shall not exceed 12" o.c. 2.1.6.1 Welded wire fabric shall be provided in sheets or mats. Rolls or coils will NOT be permitted. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Paving, Curbs and Walks TRAIL 02.511 PAGE 5 OF 6 • E 2.1.7 Tie wire shall be black annealed wire, 16 gauge minimum, conforming to ASTM A82 2.1.8 Chairs, bolsters and bar supports shall conform to the "Bars Support Specifications" contained in "Manual of Standard Practice" as published by CRSI and WCRSI. Bar supports and accessories within 112" of surface of concrete exposed to weather shall be non-corrosive. 2.1.9 Portland cement shall be gray Portland Cement, Type 2, low alkali conforming to ASTM C150 or other types if required by the Soils Engineer. Use same brand for all exposed work except where noted as Bomanite. Bomanite concrete shall be cast as indicated on the drawings, from the Bomacron Patterns. Color at Bomanite shall be as indicated on the drawings. 2.1.10 Water shall be potable, clean and free from impurities affecting the strength of the concrete, in accordance with ACI and ASTM requirements. 2.1.11 Concrete aggregates shall conform to ASTM C33. 2.1.11.1 Fine and coarse aggregates shall be regarded as separate ingredients and each shall conform to the appropriate grading requirements of ASTM C33. 2.1.12 Porous fill shall be clean coarse sand, free draining gravel, or crushed rock all as approved the Soils Engineer. 2.1.12.1 Porous fill under all sidewalks shall be graded between 318" and No. 200 sieve. 2.1.12.2 Porous fill shall be capable of being compacted to not less than 95% of the maximum dry density as determined by ASTM D1557. 2.1.13 See plans for colored decorative concrete, also. Provide both textured and colored Bominate concrete at locations shown on site plans. Colors (4 total) to be selected by Architect from Manufacturer's standard brown and tans colors and will vary along with textures (2 each). Lamp Black stain to be used at the concrete apron at the trash enclosure outside the kitchen. See Section 03300. 2.2 ADMIXTURES: 2.2.1 Product/Manufacturer-, one of the following: 2.2.1.1 "Air-Mix"; Euclid Chemical Company. 2.2.1.2 "Sika-Aer"; Sika Corporation. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Paving, Curbs and Walks TRAIL 02.511 PAGE 6 OF 6 6 2.2.1.3 "MB-VR or MB-AE": Master Builders. 2.2.1.4 "Air-Title"; Cormix Construction Chemicals. 2.2.2 Air-entraining admixtures shall conform to ASTM C260. 2.2.3 Chemical admixtures conforming to ASTM C494 used to retard or accelerate setting, reduce water/cement ratio or prevent freezing shall not be used without prior approval from District Representative. No admixtures containing calcium chloride may be used. 2.2.4 Fly ash shall be a calcinated pozzolan and shall conform to ASTM C61 8, Class C or F. 2.2.4.1 Fly ash may be used to replace 25% Portland cement by weight maximum. 2.3 ACCESSORIES: 2.3.1 Expansion joint material shall be 1/2" thick asphalt impregnated cane fiber expansion joints, conforming to ASTM D1751. 2.3.2 Expansion joint sealant shall be traffic grade, self leveling. Color shall be black. 2.3.2.1 Product/Manufacturer; one of the following: 2.3.2.1.1 "THC-900"; Thermco. 2.3.2.1.2 "NR-200"; Pecora Corporation. 2.3.2.2 Primer shall be as recommended by sealant manufacturer. 2.3.3 Control and other joint sealant shall be traffic grade, self-leveling. Color shall be clear or gray. 2.3.3.1 Product/Manufacturer: 2.3.3.1.1 "MM-80"; Metzger- McGuire. 2.3.3.2 See Section 03300 for scoring and expansion joints. 2.4 CONCRETE MIX: CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Paving, Curbs and Walks TRAIL 02.511 PAGE 7 OF 6 7 • • 2.4.1 All concrete shall be normal weight concrete consisting of a proportioned mixture of Portland cement, fine and coarse aggregate and water. 2.4.1.1 Concrete portions shall be selected on the basis of trial mixes conforming to ACI 211.1. 2.4.1.2 All concrete shall meet the requirements of Section 03300. 2.4.2 All concrete, unless otherwise noted, shall have a minimum compressive strength of 3,000 p.s.i. at 28 days. Mix design shall be so proportioned to contain a minimum of 517 pounds of cement per cubic yard. 2.4.2.1 Lean concrete having a minimum compressive strength of 1,500 p.s.i. at 28 days may be used as fill. Mix design shall be so proportioned as to contain a minimum of 376 pounds of cement per cubic yard. 2.4.3 All concrete shall be proportioned to have a slump of 4" maximum. Tolerance in slump shall not exceed ACI recommendations. 2.4.4 All concrete shall be air-entrained, air content shall be 6% t 1 2.4.5 Ad mixtures to retard or accelerate setting, reduce water cement ratio or prevent freezing shall not be used without prior approval from District Representative Corporation. No admixture containing calcium Chloride shall be used. 2.4.6 Maximum aggregate size shall be 3/4" to 1" and shall not exceed tolerances on oversize as per ASTM C33. Curbs, curb and gutters 3/4" - 1" Sidewalks 3/4" - 1" Light pole bases 3/4" - 11/2" 2.5 CONCRETE PRODUCTION: 2.5.1 Ready-mixed concrete shall conform to ASTM C94 and the National Ready Mix Concrete Association. Use of non-agitating trucks will not be permitted. 2.5.2 Use of re-tempered concrete will not be permitted. 2.5.3 The addition of water at the job site is permitted providing that oniv sufficient water, is added to provide a workable mix and that the design water cement ratio and/or the maximum slump are not exceeded. THE CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Paving, Curbs and Walks TRAIL 02.511 PAGE 8 OF 6 0 0 ADDITION OF PORTLAND CEMENT OR FLY ASH AT THE JOBSITE WILL NOT BE PERMITTED. 2.5.4 If air-entrained Portland cement is not used, air-entraining admixtures shall be introduced into the concrete, in accordance with manufacturer's recommendations. 2.6 FABRICATION: 2.6.1 Fabricate reinforcing bars of size, shapes and length indicated. Accurately bend or form to the shapes indicated by methods that will not injure the materials. Heating of reinforcement for bending will not be allowed. 2.6.1.1 Fabrication and placing tolerances of reinforcing bars shall conform to CRSI and WCRSI "Manual of Standard Practice," ACI 318 Building Code Requirements for Reinforced Concrete for Buildings or ASSHTO Specifications. 2.6.2 All forms used for exposed concrete work shall be new forms. Standard steel forms may be used for curbs and curb and gutters. 2.6.2.1 All exterior corners and edges of exposed concrete shall be chamfered or bullnosed. 2.6.2.2 Use flexible spring steel forms or laminated boards to form radius bends as required. 2.6.2.3 Forms shall be coated with a non-staining release agent that will not discolor or deface surface of concrete. 2.6.2.4 All form work shall conform to Section 03100. 2.6.3 Curbs and curbs and gutters may be continuously slip formed to the shapes and sizes shown on the drawings, by the use of a slip-form machine, when pre-approved by Architect and District Representative. PART 3 - EXECUTION: 3.1 WORK PROCEDURES 31.1 Pay for all city permits in connection with this work. 3.1.2 The local building department will inspect and approve all concrete work within the street right of ways. 3.2 CODES: CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Paving, Curbs and Walks TRAIL 02.511 PAGE 9 OF 6 • 0 3.2.1 The following are minimum requirements and shall govern, except that all local, state and/or federal codes and ordinances shall govern when their requirements ar in excess hereof. 3.3 PREPARATION: 3.3.1 This Contractor shall smooth and trim the established aggregate base course to the required line, grade and cross section to receive curbs, curbs and gutters, sidewalks, etc. The aggregate base course shall be cleared of all foreign substances and contain no frozen material. 3.3.2 Base Course: Subgrade shall be smooth, true to line and grade, and shall be tested for required compaction prior to start of placing concrete. Dampen subgrade 24 hours before placing. Re-roll as required to smooth, hard, even surface of 90 percent (90%) compaction. Wet forms to tighten cracks. Provide minimum 4" sand base under all concrete slabs and walkways where un-even grade occurs and/or where 90 percent (90%) compaction is not achieved. 3.3.3 Do not place concrete on wet or frozen ground. Prior to placing, remove all ice, snow, standing water, loose earth and debris. 3.3.4 Mixing and conveying equipment shall have all hardened and foreign materials removed from inner surfaces prior to being charged with new materials. 3.3.5 Coat surfaces of manholes, frames, catch basins and drainage structures with oil to prevent bonding with concrete pavement. 3.4.1.2 Carefully set forms to alignment, grade, and required dimensions. Hold forms rigidly in place by stakes, clamps, spreaders, and braces where required to insure rigidity. 3.4.1.3 Apply form release to form lumber in accordance with manufacturer's recommendations. 3.4.1.4 Place joint filler on vertical surfaces in contact with concrete paving. 3.4.2 REINFORCEMENT: Upon completion of base course and formwork, install reinforcement where shown on the Contract Drawings. 3.4 INSTALLTION: CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Paving, Curbs and Walks TRAIL 02.511 PAGE 10 OF 6 10 • 3.4.1 Formwork: • 3.4.1.1 Stake rigidly at 4 feet on centers and secure against displacement. Formwork shall not deviate more than 1/2 inch from required vertical positions and 1 inch from required horizontal positions. 3.4.2.1 Clean reinforcement to remove loose rust and mill scale, earth, and other materials which reduce or destroy bond with concrete. 3.4.2.2 Position support, and secure reinforcement against displacement by concrete placement operations. 3.4.2.3 Place reinforcement to obtain the required coverage for concrete protection. 3.4.2.4 Concrete Paving slab and walkways minimum reinforcement shall be #3 bars at 24" o.c. each way. Typical unless noted or detailed as greater. 3.4.3 Excavation and Placement: 3.4.3.1 Excavation for light pole bases shall be made at locations and to dimensions and elevations indicated on Drawings. Make excavation sufficiently wide to permit installation, inspection and removal of forms. Where banks stand firm and straight, excavation may be made to neat size. Bottoms of excavations shall be true and level and all loose earth removed. All light pole bases shall bear on native undisturbed soil or on compacted engineered fill and shall be at minimum depth as shown on the Drawings. 3.4.3.1.1 The size and depth of the excavations shall be confirmed and tested by the Soils Engineer. Where poor soils conditions are encountered excavations shall be CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Paving, Curbs and Walks TRAIL 02.511 PAGE 11 OF 6 0 0 carried to greater depth as directed by the Soils Engineer. Over-excavations shall be filled with lean concrete and shall be at minimum depth as shown on the Drawings. 3.4.3.1.2 If, through error, excavations are deeper than required, additional depth shall be filled with lean concrete at this Contractor's expense. 3.4.3.1.3 Excavation material suitable for backfilling shall be piled in an orderly manner sufficient distance from the banks of the excavation to avoid overloading and to prevent slides or cave-ins. 3.4.3.1.4 When wet excavation is encountered, the excavated area shall be de-watered and. kept free of water. Utilize well points, pumps, hose, strainers, and other appurtenances required. Provide all power, labor and maintenance. 3.4.3.1.5 Excavated material, determined by the Soils Engineer to be unsuitable for backfill, shall be removed from the site. 3.4.3.1.6 Only existing excavated material or imported fill material as approved by the Soils Engineer may be used for backfill. 3.4.3.1.7 Backfill as soon as placement work has been completed, forms have been removed and concrete has attained sufficient set and strength. Circular fiber tube forms may be left in place below grade. 3.4.3.1.7.1 Remove shoring and bracing prior to backfilling. Maintain shoring and bracing only as may be required, on one side to provide temporary support. 3.4.3.1.7.2 Place backfill in maximum uniform layers not to exceed 8". Wherever possible, place in continuous layers all around light pole base. 3.4.3.1.7.3 All backfill shall be compacted to a minimum of 95% maximum density as determined by ASTM D1557. 3.4.3.1.8 Excavation for placement of porous fill, IF REQUIRED, shall extend to the widths of sidewalks and CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Paving, Curbs and Walks TRAIL 02.511 PAGE 12 OF 6 12 • • pads. Depth of excavation shall be carefully controlled to be no deeper than design thickness of porous fill. 3.4.3.1.9 Remove all excess backfill material from site. 3.4.3.2 Porous fill shall be placed and compacted IF REQUIRED, where indicated on the Drawings. 3.4.3.2.1 Porous fill shall be compacted to not less than 95% maximum dry density as determined by ASTM D1557. 3.4.3.3 All concrete curb and walk work shall be placed as required by the various specifications of ACI and AASHTO. 3.4.3.3.1 Rigidly anchor, support and substantially construct forms. Forms shall be erected plumb, straight, and true to line, shape and dimensions and in precise position to form the lines and cross sections indicated. Forms shall be suitable for removal without prying against the concrete. Make forms tight and prevent any leakage or loss of fine particles from the concrete. 3.4.3.3.2 Set all anchor bolts, sleeves, conduits or other items required to be cast-in-formed concrete. 3.4.3.3.2.1 All items shall be firmly supported, in true alignment and plane. 3.4.3.3.3 Forms for concrete sidewalks, curbs, curb and gutters, etc. shall be set directly in contact with prepared subgrade, or porous fill which shall be compacted for a sufficient distance outside the area to receive concrete to support the form. 3.4.3.3.3.1 Forms shall be securely anchored, staked, braced and tamped into position. Top surface of form shall be set within a tolerance of 118" in 10'- . 011 3.4.3.3.3.2 Curbs and curb and gutters may be continuously slip formed to the sizes shown on the Drawings. 3.4.3.3.3.3 Sawcut intersections and joints with existing concrete walks to remain. 3.4.3.3.4 Surfaces of forms to be in contact with newly placed concrete shall be coated with an approved non- staining form oil, a commercial form release agent or a CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Paving, Curbs and Walks TRAIL 02.511 PAGE 13 OF 6 13 0 0 nonabsorbent form liner to prevent moisture penetration of the form and to prevent bond with the concrete. 3.4.3.3.4.1 Do not permit coating to puddle or come in contact with reinforcing steel and hardened concrete at construction joints. 3.4.3.3.5 Formwork may be removed as soon as the concrete has hardened sufficiently to resist damage from removal operations and has developed sufficient strength to sustain its own weight and any superimposed loads. 3.4.3.3.6 Accurately place reinforcement, chairs, support bars, etc., as shown on Drawings and securely tie in precise position, using at least 16 gauge annealed steel wire at points where bars cross, and in such a way as to hold them against displacement during the placing of concrete. Welding of reinforcing bars must have prior approval of Owner. 3.4.3.3.7 Reinforcing bars shall be free from mud, oil, form release compounds or any other non-metallic coatings that adversely affect bonding properties. Rust and mill scale are permitted provided ASTM minimum standards are maintained. 3.4.3.3.8 Support the bar reinforcement or welded wire mesh laid on earth, in proper position, using precast concrete cubes at frequent intervals. At each location, during the placing of concrete, assign a competent person to inspect reinforcement and maintain the bars or mesh in their design positions. 3.4.3.3.9 Concrete shall be handled from the mixer to the place of final deposit as rapidly as practicable, by methods which will prevent the separation or loss of the ingredients. Concrete shall be deposited as nearly as possible to its final position to avoid re-handling. 3.4.3.3.10 Moisten subgrade immediately before concrete placement to minimize absorption of water from fresh concrete. 3.4.3.3.11 Concrete during and immediately after depositing shall be thoroughly vibrated by means of suitable tools. The concrete shall be thoroughly worked around the reinforcement and into the corners of the forms. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Paving, Curbs and Walks TRAIL 02.511 PAGE 14 OF 6 14 • • 3.4.3.3.12 Sidewalks, curbs, curb and gutters, approaches, etc. shall be poured to slopes, elevations and cross-section profiles indicated on Drawings. 3.4.3.3.13 Place curb, curb and gutter and sidewalk expansion joints, control joints, contraction joints, load transfer joints, etc., at locations shown on the Drawings. Installation shall be as detailed on the Drawings or as required by the State Department of Transportation or AASHTO Specifications. 3.4.3.3.13.1 Place joint material vertical in position, in a straight line and as shown on the Drawings. 3.4.3.3.14 Place sidewalk expansion joints where sidewalk abuts vertical surfaces and AS indicated on the Drawings. Joints shall be equally spaced in a regular pattern along sidewalk. Joints in curb and curb and gutter shall align with sidewalk. 3.4.3.3.14.1 Expansion joints shall be 1/2" thick, full depth of slab. Set filler approximately 1/2" below finished surface and fill with sealant. 3.4.3.3.14.2Provide 1/8" to 1/4" contraction joints as indicated and required. Space equally and in a regular pattern. Expanse of concrete unbroken by expansion or contraction joint shall not exceed 36 square feet or be less than 16 square feet. Joint shall be at least 1/4 of slab thickness. Saw cut joints will not be permitted. 3.4.3.3.15 All exposed edges of expansion and contraction joints, etc., shall be rounded with a 1/4" radius edging tool. 3.1.3.3.16 Seal all joints to depth as required on the Drawings. Sealant shall be applied as per manufacturer's directions. 3.4.3.4 If Bomanite is stated in the Drawing, Bomanite Specifications: The work designated in this section shall be Micro-Top by Bomanite. The work shall include all labor, material, equipment and transportation required to install the Micro-Top. The Contractor for this work shall be licensed, tooled and trained by Bomanite Corporation to use the materials and processes specified as Micro-Top. The Contractor shall be required to provide a foreman or supervisor who has done at least three Micro-Top projects. 3.4.3.5 Concrete Mix Design: CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Paving, Curbs and Walks TRAIL 02.511 PAGE 15 OF 6 15 • • 3.4.3.5.1 For new construction, the concrete shall have a minimum compressive strength of 3000 p.s.i. Portland cement shall conform to ASTM C150 Type I, II, or V, depending on soil conditions. Aggregates shall conform to ASTM C33. Mixing water shall be fresh, clean and potable. No admixtures containing calcium chloride shall be permitted. 3.4.3.6 Coloring, Application and Sealing Materials: 3.4.3.6.1 Reinforcement for new construction: All imprinted slabs shall conform to the guidelines and recommendations of the American Concrete Institute for reinforcement of cast-in-place concrete slabs. Use minimum #3 bars at 24" o.c. each way. Provide minimum 4" sand base course. 3.5 COLOR APPROVED BY ARCHITECT: 3.6 CONCRETE FINISH: 3.6.1 Concrete finishing operation must begin as soon as concrete has been placed. Finishing operations shall be accomplished by mechanics experienced in the placement and finishing of exterior concrete. 3.6.2 All exterior concrete shall be finished as follows: 3.6.2.1 Exterior sidewalks, curbs, curb and gutters, etc., shall have a MEDIUM "Broom Finish," except where noted as a custom Bomanite textured finish. 3.6.2.2 Portland cement concrete paving shall have a medium broom finish on all surfaces less than 6% and a heavy broom finish on all surfaces greater than 6%. 3.6.2.3 All concrete surfaces of light pole bases exposed to view shall have an as-cast "Smooth Form Finish." 3.6.2.4 All rock pockets shall be filled smooth and entire surface mortar washed. 3.6.3 Gutters: Light broom finish with 3 inch wide steel trowel finish at flowlines. 3.6.4 Curbs: Steel trowel finish. 3.6.5 Ramps, stair treads and landings: Light broom finish with abrasive grits; aluminum oxide type, Fretex NS as manufactured by Sonnebom. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Paving, Curbs and Walks TRAIL 02.511 PAGE 16 OF 6 16 9 0 3.6.6 On-Site Drive Aprons: Heavy broom finish. 3.7 MARKING AND STRIPING: 3.7.1 Preparation: Clean surfaces to be painted free from dirt, dust, sand, gravel, oil and other foreign materials. Allow concrete to cure before painting as recommended by Manufacturer of marking paint. Perform striping when the weather conditions permit proper application, and in accordance with Manufacturer's directions. 3.7.2 Curbs adjacent to accessible parking stalls shall be painted blue. 3.7.3 A 2 inch wide line shall be painted with 70% contrast epoxy paint, as selected by Architect, with grits adjacent to the nose of all stair treads and shall extend the entire width of each tread. 3.7.4 Application: Machine paint lines at a rate to cover not more than 100 sq. ft. of surface per gallon of paint or as required to be completely opaque (equivalent to approximately one gallon for 450 linear feet of 3 inch wide strip). 3.7.4.1 Striping: 3.7.4.1.1 Provide uniform straight edges without overspray. 3.7.4.1.2 Uniform line width of 3 inches, unless otherwise noted on Drawings. 3.7.4.1.3 Provide hairpin stripe hatching between accessible parking stalls as Code required. 3.7.4.2 Accessible Symbol: Parking spaces shall be marked according to CBC Section 1129B.5. Install Accessible signs and pavement marking at each Accessible parking space. Apply 700 square inch international Accessible symbol of accessibility on pavement surface in accordance with Title 24 Section 2. Paint white symbol on blue background square color #15090 Federal Standard 595.13 3.7.5 Line and Arrow Markings: Locate markings in accordance with approved shop drawings. Lay out markings using guide lines, templates and forms. 3.8 CURING AND PROTECTION: 3.8.1 Immediately after placement, protect new concrete from moisture loss and premature drying, winds, excessive hot and cold temperatures and other adverse environmental conditions for a minimum of seven (7) days. Follow applicable Sections of ACI 301 and AASHTO Specifications. 3.8.2 Curing compound shall be applied in accordance with the recommendations of the manufacturer. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Paving, Curbs and Walks TRAIL 02.511 PAGE 17 OF 6 17 3.8.2.1 Curing compound shall not be used on any surface against which additional concrete or other material is to be bonded unless positive measures are taken to remove it completely from areas to receive bonded applications. 3.8.2.2 Before using compounds on surfaces which receive additional finishes, obtain approval of the Contractor applying such finishes. 3.8.2.3 On surfaces where curing compounds cannot be used, concrete shall be cured by ponding, continuous sprinkling or by application of waterproof sheet materials. 3.8.3 Protect concrete from damage, mechanical injury, dirt and debris, load stresses and elements during curing process. 3.9 CRACKING: 3.9.1 Any protion of concrete opavement which develops cracks shall be removed to the nearest jont and replaced. Replaced portions shall match adjacent concret in texture color and elevation. 3.10 PROTECTION AND CLEANUP: Protect all adjacent work from damage during application procedures. Completely remove overspray and spills as soon as possible before curing and remove excess materials and waste from site. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Paving, Curbs and Walks TRAIL 02.511 PAGE 18 OF 6 18 • • END OF SECTION CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Paving, Curbs and Walks TRAIL 02.511 PAGE 19 OF 6 19 • • LANDSCAPE IRRIGATION SECTION 02810-1 PART 1 - GENERAL All applicable portions of Division 1, including the drawings and general provisions of the contract, the general and supplementary conditions and Division 1 specifications sections which apply to work of this section as if printed herein. 1.1 SECTION INCLUDES: Description of requirements for materials, fabrications, and installation of Landscape Irrigation and accessory items as shown on drawings and necessary to complete the Landscape Irrigation Work. Work to include, but not limited to the following: 1.1.1 Pipe and fittings, valves, outlets, spray heads and accessories. 1.1.2 Connection to utilities. 1.1.3 Control system 1.2 RELATED WORK SPECIFIED ELSEWHERE: 1.2.1 Section 02110- Site Clearing and Demolition. 1.2.2 Section 02201 - Finished Grading. 1.2.3 Section 02930 - Trees, Shrubs and Ground Cover. 1.2.4 Section 03300 - Concrete Work. 1.2.5 Section 16120 - Conductors. 1.3 REFERENCES AND STANDARDS: 1.3.1 Current published standards, specifications, tests or recommended methods of trade, industry or governmental organizations apply to work of this Section where cited by abbreviations noted below: 1.3.1.1 Underwriters Laboratories (UL). 1.3.1.2 National Sanitation Foundation (NSF). 1.3.1.3 American National Standard Institute (ASNI). 1.3.1.4 American Standards Association (ASA). 1.3.1.5 American Society of Testing and Materials (ASTM). CITY OF ROSEMEAD PARK PEDESTRIAN Landscape Irrigation TRAIL 02.810 PAGE 1 OF 6 • • 1.3.2 ASTM A53 - Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated welded and seamless. 1.3.3 ASTM D2241 - Poly Vinyl Chloride (PVC) Plastic Pipe (SDR-PR). 1.3.4 ASTM D2564 -Solvent Cement for Poly Vinyl Chloride (PVC) Plastic Pipe and fittings. 1.3.5 The entire installation shall fully comply with all local and state laws and ordinances and with all established codes applicable thereto. 1.4 SUBMITTAL: 1.4.1 Submit under provisions of Section 01300. 1.4.2 Shop Drawings: Indicate piping layout to water source, location of sleeves under pavement, location and coverage of sprinkler heads, plant and landscaping features, site structures, schedule of fittings to be used. 1.4.3 Product Data: Provide component and control system and wiring diagrams. Substitutions permitted under the provisions of Section 01630. 1.4.4 Manufacturer's Installation Instruction: Include controllers and remote control valves. 1.5 QUALITY ASSURANCE AND REQUREMENTS: 1.5.1 Permits and Fees: It shall be the responsibility of the Contractor to apply for and arrange for all County, Water District and Utility Services and permits and fees required for the completed school project. The Contractor is responsible for all costs of temporary services. 1.5.2 The Contractor shall posses all insurance, licenses, and permits required to perform the work of this contract, including a C-27 State Contractors License. 1.5.3 Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of articles used in this contract furnish directions covering points not shown in the drawings and specifications. 1.5.4 Ordinances and Regulations Compliances: All local, municipal and state laws, and rules and regulations CITY OF ROSEMEAD PARK PEDESTRIAN Landscape Irrigation TRAIL 02.810 PAGE 2 OF 6 0 0 governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications shall not be construed to conflict with any of the above rules and regulations or requirements of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawing shall take precedence. 1.5.5 Installer: All work is to be performed by a qualified and experienced landscape (irrigation) contractor with a minimum of five (5) years actual experience. Architect may request a written resume with dates and references of all past and present projects under any circumstance. 1.5.6 Construction Superintendent: 1.5.6.1 Construction Superintendent satisfactory to the City's Representative shall be present on the site at all times during progress of the work. 1.5.6.2 Construction Superintendent shall not be changed except with the consent of the City's Representative. 1.5.6.3 Construction Superintendent shall be authorized to represent the Contractor. 1.5.7 Explanation of Drawings: 5.7.1 Due to the scale of drawings, it is not possible to indicate all offsets, fittings, sleeves, etc., which may be required. The Contractor shall carefully investigate structural and finished conditions affecting all of his work and plan his conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, existing planting, and architectural features. 1.5.7.2 All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. 1.5.7.3 The Contractor shall not willfully install the irrigation system as shown on the drawings when it is CITY OF ROSEMEAD PARK PEDESTRIAN Landscape Irrigation TRAIL 02.810 PAGE 3 OF 6 0 0 obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences shall be brought to the attention of Architect. In the event this notification is not performed, the Contractor shall assume full financial responsibility for all labor and materials and any revision necessary. 1.5.7.4 Work of this Section, which is allied with the work of other trades, shall be coordinated as necessary. 1.6 DELILVERY. STORAGE AND HANDLING: 1.6.1 Deliver irrigation system components in manufacturer's original undamaged and unopened containers with labels intact and legible. 1.6.2 Deliver plastic piping in bundles, packaged to provide adequate protection of pipe ends, both threaded and plain. 1.6.3 Store and handle materials to prevent damage and deterioration. 1.6.4 Provide secure, locked storage for valves, sprinkler heads and similar components that cannot be immediately replaced, to prevent installation delays. 1.6.5 The Contractor shall keep the premises free form rubbish and all debris at all times and shall arrange his material storage so as not to interfere with the operation of the project. All unused materials, rubbish and debris shall be removed from the site. 1.7 PROJECT CONDITIONS: 1.7.1 The bidder acknowledges that he has examined the site, the existing system, the plans and specifications, and the submission of a proposal shall be considered evidence that examination has been-made. 1.7.2 It shall be the Contractor's responsibility to report to the District Construction Representative any deviations between drawings, specifications and the site. Failure to do so prior to the installing of equipment and resulting in replacing and/or relocation equipment shall be done at the Contractor's expense. 1.7.3 The exact location of all existing utilities and structures and underground utilities are not indicated on the drawings; their locations shall be determined by the Contractor, and he shall CITY OF ROSEMEAD PARK PEDESTRIAN Landscape Irrigation TRAIL 02.810 PAGE 4 OF 6 • • conduct his work so as to prevent interruption of service or damage to them. The Contractor shall protect existing structures and utility services and be responsible for their replacement if damaged by him. 1.7.4 Minor adjustments in system layout will be permitted to clear existing fixed obstructions. Final system layout shall be acceptable to District Representative- 1.7.5 The Contractor shall verify the correctness of all finish grades within the work area to insure the proper soil coverage of the irrigation system pipes. 1.7.6 Contractor shall acquaint himself with all site conditions and exercise extreme care in excavating and working near existing utilities. Call Underground Service Alert two (2) days prior to any excavation (1-800-227-2600). 1.7.7 Should Contractor find any utilities or field measurements during his inspections or excavations that are incorrect or that are not shown on the plans, Contractor shall promptly notify Architect for instructions as to further action. Failure to do so will make Contractor liable for any damage there to arising from his operations subsequent to discovery of such utilities not shown on plan. 1.7.8 Verify that field measurements are as shown on Drawings. 1.8 SCOPE OF WORK: 1.8.1 Provide all labor, materials, transportation, and services necessary to furnish and install an electric solenoid controlled underground automatic or central controlled irrigation system as shown on the Drawings and described herein. 1.8.2 It is in the intent of the Drawings and Specifications to provide an irrigation system ready for the City's use. Any items not specifically shown in the drawings or called for in the Specifications, but normally required to conform to such intent, are to be considered as part of the work. 1.8.3 Maintain entire irrigation system for period specified upon completion of all punch list items. (See Article 3.14) 1.8.4 Supply accurate as built for the District upon completion of project (see Item 1.2 and Section 01700). 1.9 EQUIPMENT TO BE FURNISHED CITY OF ROSEMEAD PARK PEDESTRIAN Landscape Irrigation TRAIL 02.810 PAGE 5 OF 6 • • 1.9.1 Supply as part of this contract the following tools: 1.9.1.1 Two (2) keys for opening valve boxes. 1.9.1.2 One (1) 36" soil probe, Oakfield Model B. 1.9.1.3 Two (2) keys for each automatic controller. 1.9.1.4 Two (2) wrenches for each type head core and for removing and installing each type head. 1.9.2 The above-mentioned equipment shall be turned over to the City at the conclusion of the project. Before final acceptance can occur, evidence that the City has received material must be shown to the City's Representative. 1.10 COORDINATION: 1.10.1 Coordinate the work of this Section with installation of the Landscape Grading Section 02905. 1.10.2 Phase one schedule: Phase one (lawn area at athletic field area, sod and all slopes); it is by directive form the City that the phase one be completed prior to the completion of other trades and work, and to have an approved established lawn area and established slope planting of trees, shrubs and ground covers of 120 days prior to occupancy by the City. 1.10.2.1 Grading - The Contractor shall complete all necessary grading of the phase one are at beginning of the project. 1.10.2.2 Underground work - Complete all underground work including utilities and drainage. 1.10.2.3 Provide water- Install all necessary devices including backflow preventer, valves, lines for water connection and supply 1.10.2.4 Electrical - Provide all necessary electrical for irrigation automatic controller and for pump (when required). 1.10.2.5 Irrigation - Irrigation work shall commence immediately and be completed with in 30 days. Install as per plans and specifications. CITY OF ROSEMEAD PARK PEDESTRIAN Landscape Irrigation TRAIL 02.810 PAGE 6 OF 6 0 0 1. 10.2.6 All work shall be done in accordance with the plans and specifications. 1.10.2.7 Maintenance - The contractor shall maintain the irrigation system until completion of all other work and until final acceptance of the entire project including all other work and areas. 1.10.2.8 Contractor shall give to the Architect within 30 days after award of the contract for the Architect's approval, the exact time schedule of the above-described work. 1.11 SUBSTITUTIONS: 1.11.1 If the Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and specifications, he may do so in accordance with section 01610. 1.12 INSPECTIONS: 1. 12.1 All observations here in specified shall be made by Architect. Contractor shall request observations at least 48 hours in advance. Required Inspections/Approvals from Architect: Failure to obtain approvals or having up to date as-built upon construction inspection by Architect may result in City's suspending work. 1.12.1.1 Pre-construction meeting. 1.12.1.2 Static pressure verification. 1.12.1.3 Delivery of salvaged existing valves and heads to City's Maintenance yard. 1.12.1.4 Verification of field dimensions. 1.12.1.5 Mainline layout. 1.12.1.6 Trenching. 1.12.1.7 Irrigation rotor head layout. 1.12.1.8 Mainline pressure test. 1.12.1.9 Rotor head swing joint assembly. CITY OF ROSEMEAD PARK PEDESTRIAN Landscape Irrigation TRAIL 02.810 PAGE 7 OF 6 0 0 1.12.1.101rrigation valve box inspection. 1.12.1.11 Irrigation coverage test. 1.12.1.12inspection for release to maintenance period. 1.12.1.13Final site review and acceptance: 1.12.1.13.1 Contractor shall operate each system in it entirety at time of final observation. Any system deemed not acceptable, or not in compliance with these Specifications and Drawings, shall be reworked to the complete satisfaction of Architect. 1.12.1.13.2 Contractor shall show evidence that the City has received all accessories, charts, record drawings and equipment as required (see Item 1.2) before final observation can occur. 1.12.2 Contractor shall be responsible for scheduling and coordinating any other inspections required by other agencies. 1. 12.3 When observations have been conducted by other than Architect, show evidence in writing of when and by whom these observations were made. Contractor shall send copies to Architect of all meeting/inspection documentation. 1.13 COMPLETION AND ACCEPTANCE: 1.13.1 The completion of the contract will be accepted and Notice of Completion recorded only when the entire contract is completed to the satisfaction of the District Representative. 1. 13.2 Within 10 days of the Contractor's notification that the installation is complete, the District Construction Representative will inspect the installation and if a final acceptance is not given, will prepare a "Punch List" which, upon completion by the Contractor, will signify acceptance by the District. 1.13.3 Final payment will not be made without the receipt of accurate as- built drawings per Div. 1. 1.14 WARRANTY: 1.14.1 The entire irrigation system shall be unconditionally guaranteed by this contractor as to material and workmanship, including, modification and reworking of existing systems, settling of CITY OF ROSEMEAD PARK PEDESTRIAN Landscape Irrigation TRAIL 02.810 PAGE 8 OF 6 • E backfilled areas below grade for a period of one year following the date of final acceptance of work. The Contractor also hereby agrees to repair or replace any such defects that may occur at his expense within that year. See Division 1 of the Specifications. 1. 14.2 It shall be the Contractor's responsibility to insure complete coverage as specified herein of the areas to be irrigated. During the warranty period the Contractor shall make any adjustments as necessary to maintain proper coverage. 1.14.3 If, within 1 year from the date of completion, settlement occurs, and adjustments in pipes, valves and sprinkler heads, lawn areas or paving are necessary to bring the system, grade or paving to the proper level of the permanent grades, the Contractor, as part of the work under his Contract, shall make adjustments without extra cost to District, including the restoration of all damaged planting, paving or other improvements of any kind. Should any operational difficulties in connection with the irrigation system develop within the specified guarantee period, which, in the opinion of District may be due to inferior material and/or workmanship, said difficulties shall be immediately corrected by the contractor to the satisfaction of District at no additional cost to the District, including any and all other damages to landscape materials, caused by such defects. PART 2 - PRODUCTS: 2.1 GENERAL: 2.1.1 All materials to be incorporated in this system shall be new and without flaws or defect and quality and performance as specified. All material overages at the completion of the installation are the property of the Contractor and are to be removed from the site. 2.1.2 The Contractor shall use materials as specified or as required to match existing systems. Material other than specified will be permitted only after written application by the Contractor and written approval by the District Landscape Architect. Substitutions will only be allowed when in the best interest of District. 2.2 PIPE AND FITTINGS: 2.2.1 Pipe sizes shall conform to those shown on the Drawings. No substitutions of smaller pipe sizes will be permitted, but substitutions of larger size may be approved. All pipe damaged or rejected because of defects shall be removed from the site at the time of said rejection. CITY OF ROSEMEAD PARK PEDESTRIAN Landscape Irrigation TRAIL 02.810 PAGE 9 OF 6 • 2.2.2 Furnish and install pipe continuously and permanently marked with manufacturer's name or trademark, size schedule and type of pipe, working pressure at 73E F, and National Sanitation Foundation (NSF) approval. 2.2.3 Polyvinyl Chloride (PVC) pipe shall be ASTM D2241, rigid, unplasticized PVC, extruded from virgin parent material. Furnish and install pipe homogeneous throughout and free from visible cracks, holes, foreign materials, blisters, wrinkles and dents. 2.2.4 All pressure mainline pipe 1-1/2" diameter and under shall be Schedule 40, and shall conform to ASTM D1785-60T for rigid PVC compounds. 2.2.5 All pressure mainline pipe 2" diameter and larger shall be SDR 13.5 Class 315 solvent weld PVC, and shall conform to ASTM D2241-64T for rigid PVC compounds. 2.2.6 All non-pressure lateral line piping not under paving shall be SDR 21 Class 200PS1. PVC pipe fittings for sizes 2 1/2" and smaller shall be ASTM D2466 schedule 40 PVC molded fittings suitable for solvent weld. All threaded PVC pipefittings shall be ASTM D2467, Schedule 80 PVC. 2.2.7 All non pressure lateral line piping under pavement shall be Schedule 40 solvent weld PVC and shall conform to ASTM D1785-60T for rigid PVC compounds. 2.2.8 Size slip fitting socket taper to permit a dry un-softened pipe and to be inserted no more than halfway into the socket. Saddle and cross fittings are not permitted. Use male adapters for plastic to metal connections. Hand tightened male adapters plus one turn with a strap wrench. 2.2.9 Primer and solvent for use with PVC pipe to conform to ASTM D2564. Primer to be purple in color. Solvent to be appropriate for pipe and fitting type and weather conditions. 2.3 SHUT-OFF VALVES UP TO 3" SIZE: 2.3.1 125 Pound, bronze construction, non-rising stem type, sized to line. "Nibco" #T113 or King Brothers Industries Series BTU. 2.4 QUICK COUPLING VALVES: 2.4.1 Valve and key shall be "Rainbird", #33RC. CITY OF ROSEMEAD PARK PEDESTRIAN Landscape Irrigation TRAIL 02.810 PAGE 10 OF 6 • 0 2.4.2 Furnish 2 valve keys fitted with 3/4" swivel hose ells. 2.4.3 All quick coupling valve keys and hose swivels shall be of the same manufacturer as the quick couplers. 2.5 REMOTE CONTROL VALVES SHALL BE ELECTRIC, REGULATING, TYPE VALVES: 2.5.1 Acceptable models and manufacturers listed below: 2.5.1.1 Superior 950 series brass valves. 2.6 AUTOMATIC CONTROLLERS: 2.6.1 A fully automatic controller manufactured Irritrol Systems Controller must have the following features: 2.6.1.1 Master on/off switch that permits system shutdown with programming maintained. 2.6.1.2 Independent station programming. 2.6.1.3 Independent station timing. 2.6.1.4 Manual operation option. 2.6.1.5 Variable day cycle. 2.6.1.6 Electric models with battery backup capacity required. 2.6.1.7 Wall mounted installation. 2.7 CONTROL WIRE AND CONNECTIONS: 2.7.1 Control wire shall be Type UF, UL approved, for direct burial and shall be Size 14 or larger, as noted on the plans. Conductor to be single strand soft annealed copper. 2.7.2 24-volt control wires to be black or red in color. Common wire to be white in color. 2.7.3 Low voltage wire connectors to be mad using wire nuts and 3M Scotch-Lok, or 3M DBY connectors. 2.7.4 120 volt or heavier splices made underground to be mad using wire nuts and 3M Scotch-Lok. 2.8 SPRINKLER HEADS: CITY OF ROSEMEAD PARK PEDESTRIAN Landscape Irrigation TRAIL 02.810 PAGE 11 OF 6 • • 2.8.1 All sprinkler heads shall be pop-up type heads, Acceptable manufacturers listed below: 2.8.1.1 RainBird, Glendora, CA (818) 963-9311. 2.8.1.2 Hunter,. San Marcos, CA (619) 744-7461. 2.8.2 Spray nozzles for sprinkler heads, if required, shall be of the same manufacturer and the sprinkler head. 2.9 CLAMPS: 2.9.1 Clamps to be stainless steel, worm gear hose clamps with stainless steel screws. 2.10 MANUAL VALVES: 2.10.1 Gate valves to be 200# W.O.G. with solid wedge disc, conforming to Federal specifications for its class. Valves 3" and larger shall be iron body bronze mounted, non-rising stem, with end connections for PVC pipe and have 2" square. PART 3 - EXECUTION: 3.1 EXAMINATION: 3.1.1 Verify that field conditions are acceptable and are ready to receive work. Verify that site grading has been completed and is in accordance to the civil drawings and documents. 3.1.2 Verify dimensions. Drawing dimensions are approximate only- Report variations to Architect before proceeding with work. 3.1.3 Verify location of existing utilities. 3.1.4 Verify that required utilities are available in proper location and ready for use. 3.1.5 Beginning of installation means installer accepts existing conditions. 3.2 PREPARATION: CITY OF ROSEMEAD PARK PEDESTRIAN Landscape Irrigation TRAIL 02.810 PAGE 12 OF 6 0 0 3.2.1 Piping layout indicated is diagrammatic only. Route piping to avoid plants and structures. 3.2.2 Layout and stake locations of system components. 3.2.3 Review layout requirements with other affected work. Coordinate locations of sleeves under paving to accommodate system. 3.2.4 Verify location of existing utilities. Protect from damage. 3.2.5 Reclaimed water: When the irrigation system is to use reclaimed water. All work, including new work and rework of existing system, all materials, materials code colors, shall comply to all governing codes including but not limited to local Reclaimed Water Use Ordinances. 3.3 TRENCHING: 3.3.1 Trenching, backfill and compaction in accordance with Section 02220. 3.3.2 Minimum Trench Width: 3.3.2.1 Piping 2 inches in diameter and less: 8 inches minimum width. 3.3.2.2 Piping 2 inches and larger in diameter: 12 inches minimum width. 3.3.3 Minimum Pipe Coverage: 3.3.3.1 Minimum 18 inch from top of finish grade to top of Mainline in planted areas. 3.3.3.2 Minimum 14 inch total cover over laterals downstream from control valves in planted areas. 3.3.3.3 Minimum 36 inch from finish grade to top of sleeves, for mainline laterals and electric wiring in paved areas. 3.3.3.4 3-inch minimum, 8-inch maximum cover over cross arm of control valves in open position. 3.3.4 Trench to accommodate grade changes and slope to drains. 3.3.5 Clearances: 3.3.5.1 Minimum 12 inch clear from any irrigation line to lines of other trades running parallel. CITY OF ROSEMEAD PARK PEDESTRIAN Landscape Irrigation TRAIL 02.810 PAGE 13 OF 6 0 • 3.3.5.2 Minimum 2 inch clear from any irrigation line to lines of other trades running at 45 to 90 degrees. 3.3.6 Maintain trenches free of debris, material or obstructions that may damage pipe. 3.3.7 Piping indicated on drawings under paved areas but running parallel and adjacent to planted areas: Install in planting areas. 3.3.8 Piping installed parallel and directly over another line not permitted. 3.4 INSTALLATION: 3.4.1 Install pipe, valves, controls and outlets in accordance with manufacturer's instructions. 3.4.2 In general, below-grade-piping installations, including trenching, placement, testing and backfill, shall take place prior to new construction. Where construction sequencing precludes, provide surface cutting as specified herein. 3.4.3 Tees shall be horizontal and pointing away from walls, curbs, walks, buildings, etc. 3.4.4 Jacking: Piping under concrete shall be done by jacking, boring or hydraulic driving. Piping under asphalt surfaces shall be done by jacking or boring only. 3.4.5 Site Work Cutting: Where trenching requires cutting existing concrete or asphalt surfaces, approval shall be obtained from the Architect prior to cutting. Marked layout of areas to be cut and removed shall be provided. Use only saw cutting equipment. Replaced materials shall match existing textures, colors and surface characteristics, at no extra cost to Owner. 3.4.6 Steel Pipe: Clean pipe of scale, sand, dirt and rust. Ream ends with long tapered reamer to produce a partially bell-mouth end, with ends smooth and free of burrs. Do not bend pipe, use screwed fittings for offsets. 3.4.6.1 Threads: American Standards Association Specification B2, cut with sharp dies. 3.4.6.2 Joints: Apply oil base pipe joint compound to full threaded surface male ends, no plastic threading tape permitted. Remove excessive compound. CITY OF ROSEMEAD PARK PEDESTRIAN Landscape Irrigation TRAIL 02.810 PAGE 14 OF 6 • E 3.4.7 Connect to water and electrical service. 3.4.8 Required Levels: 3.4.8.1 Set box covers flush with finish grade at lawn areas, 2 inches above finish grade at shrub and ground cover areas. 3.4.8.2 Set lawn or turf sprinkler heads located in open areas at 1 inch above finish grade. Before final acceptance of the work, heads shall be adjusted in height and set flush with permanent finish grade. Clean and flush all heads. 3.4.8.3 Set lawn or turf sprinkler heads, located at edges, flush to finish grade with head frame located 2 inches from edge condition. 3.4.8.4 Set half circle shrubbery heads 12 inches from edges, walls, fences, hardscape etc. 3.4.8.5 Set all part circle rotor turf heads 12" from edge of paving and walks unless otherwise noted. 3.4.9 No spray from any type sprinkler head will be permitted to throw into public or private streets, across public or private sidewalks, electric vaults, against walls or windows of any building or wooden fence. Spray shall not be permitted to fall upon automatic controller cabinets or any other equipment. Spray patterns shall be monitored and corrected daily if necessary, through entire project until final acceptance by the City, to achieve correct spray patterns. All heads shall be adjustable. Locate as indicated on the Drawings. 3.4.9.1 Plastic lawn and turf heads: Spray pattern as indicated on Drawings. 3.4.9.2 Lawn Heads: Spray pattern as indicated on Drawings. 3.4.9.3 Shrub Heads: Spray pattern as indicated on Drawings. 3.4. 10 Provide for thermal movement of components in system. 3.4.11 Use threaded nipples for risers to each outlet to facilitate easy replacement. 3.4.12 Install low voltage control wiring. CITY OF ROSEMEAD PARK PEDESTRIAN Landscape Irrigation TRAIL 02.810 PAGE 15 OF 6 3.4.12.1 Provide 10" expansion coil at each valve to which controls are connected and at 100-foot intervals. Bury wire to the side of main line pipe, conduit not required. When wiring cannot be placed beside piping, run wires in PVC class 200 conduits, size as necessary. Mark valves with neoprene valve markers containing locking device. Set valve markers in 160-PSI PVC pipe risers exiting from top of valve to finish grade. 3.4.12.2 Splicing of wires between controller and valve not permitted except at box. 3.4.12.3 Splicing: SCOTCHLOK connector sealing packs. Mix SCOTHCAST brand resin in UNIPAK container and insert connection into bag. 3.4.12.4Bundle and tape all control wires at 10-foot intervals, full length of run. Use rubber electrical tape or fiberglass tape. Place to the side of main line or in conduit. 3.4.13 After piping is installed and thrust blocks set out before sprinkler heads are installed and backfilling commences, open valves and flush system with full head of water. 3.4.14 Tracer Tape: Set tracer tape flat over all irrigation mainlines. Keep tracer tape 12" below finish grade. Tracer tape shall be 3" wide, except when otherwise noted. Tape shall be 100% virgin polyethylene, acid, alkaline and corrosion resistant, with a solid aluminum foil core encapsulated within a polyethylene (2.55 mil) backing. When burying tracer tape, provide 2" min sand cover completely around tape. Tape color shall be as follows: 3.4.14.1 Green color: When used with potable water, tape Model No. TA-DT-3- G-1 to read: "CAUTION IRRIGATION LINE BELOW. 3.4.14.2 Purple color: When used with non-potable water or recycled/reclaimed water, tape Model No. TA-DT-3-P-RW to read: "CAUTION RECYCLED/RECLAIMED WATER LINE BELOW". Use 3" wide tape on all 4" main lines and smaller. Use 4" wide tape on all 6" main lines and larger. Whenever telephone wire in conduit is run anywhere, such as from automatic controllers to telephone cabinets inside buildings, place 3" tracer tape Model No. TA-DT-3-0-t red color over line. CITY OF ROSEMEAD PARK PEDESTRIAN Landscape Irrigation TRAIL 02.810 PAGE 16 OF 6 0 0 Tape shall be as manufactured by T. Christy Enterprise (800) 258-4583 or Architect's approved equal. Install as per manufacturer's instructions and recommendations. 3.4.15 Sleeving: Provide sleeving for all main lines, lateral lines, and electric sleeving that are below all paving, concrete, asphalt and driveways. Extend sleeving 12" into adjacent planting areas at all sides. No in-line fittings, including couplings will be permitted under surfaces to the paved, except where the length of the line under paving is 20 feet, or where shown on the drawings, e.g. parking lots. 3.4.16 Keep all spray heads from spraying on top of vaults, refer to plumbing and electrical drawings for locations. Keep all spray heads from spraying on buildings, walkways, driveways and paved areas. 3.4.17 At tree wells, two bubblers required, keep bubbler at side corner, and one bubbler inside of root barrier at opposite side of tree from other bubbler. 3.4.18 When lateral lines are not sized, use standard manufacturer's friction loss charts. Do not exceed recommended flow rates, five (5) feet per second. 3.4.19 Anti-Drain Valve Installation: Irrigation system drainage will not be permitted through heads. After the completion of the irrigation installation, if any head shows signs of draining after irrigation system is operated from an ON position to an OFF position, the irrigation contractor shall install the required anti-drip valve in the riser nipple to each of these heads. The anti-drain valve and its installation shall be part of the bid price without additional cost to the Owner. 3.4.20 Provide one additional separate spare orange colored pilot wire for each remote control valve run from the automatic controller future use. Provide 3-foot loop at each end of wire. 3.4.21 Provide telephone cable from nearest building telephone cabinet to the automatic controller, as per Drawings. Telephone cable shall be CommScope's 568UItra II outdoor cable (part # 5NF4) four pairs, by CommScope General Instrument, Network Cable Division, Tel # (800) 982-1708, or Architect's approved equal. Installation to meet the Category 5 Specifications of ANSI/TI/EIA 568-A and as per manufacturer's recommendations. Run all telephone cables in separate 1-1/4" PVC schedule 40 conduit. Metallic conduit required inside of building and install as per all governing codes and regulations. Coordinate all work with all CITY OF ROSEMEAD PARK PEDESTRIAN Landscape Irrigation TRAIL 02.810 PAGE 17 OF 6 0 0 trades including but not limited to telephone company, electrical, etc. 3.4.22 Exact location of softball backstop may vary from location, as indicated on drawings. Adjust heads as necessary to conform to latest shape. Coordinate location with City. Add additional head or heads as may be necessary for radius to radius. (100%) coverage. All heads to throw away from backstops. 3.5 FIELD SURVEY - ROTOR HEAD LAYOUT (OMITTED): 3.6 ELECTRICAL SERVICE: 3.6.1 Primary electrical service to controllers shall be provided under Division 16, whether indicated on the drawings or not. 3.7 FIELD QUALITY CONTROL: 3.7.1 Field inspection and testing will be preformed under provisions of Sections 01400 and 01410. 3.7.2 Pressure Tests, Main Lines: Conduct test after lines have been flushed and before control valves or quick coupling valves are set in place. Trenches shall be dry from flushing procedure. Conduct tests in presence of Project Inspector. Pressure testing shall be by Hydrostatic Pressure Testing. 3.7.2.1 Notify Inspector 24 hours prior to expected time for operations requiring services. 3.7.2.2 Metallic Pipe: Cap and pressure test at 125 PSI 3.8.1 Provide 6 inch sand cover over pressurized piping. Backfill trench and compact to sub-grade elevation as specified in Section 02225, Trenching. Protect piping from displacement. 3.8.2 Backfill for Non-pressurized Lines: Equal to adjacent undisturbed soil, minimum 85 percent density compaction. Backfill within 4" of pipe shall be sandy loam, free of all rocks. 3.8.3 Do not commence backfilling until system has been flushed, tested and approved. Flush lateral lines by removing caps most distant from control valve. 3.8.4 Replace work damaged by the work of this Section with equivalent products. Repair damages to grounds, walls, roads, structures, piping systems, electrical systems, equipment or contents caused by leaks or faulty workmanship. CITY OF ROSEMEAD PARK PEDESTRIAN Landscape Irrigation TRAIL 02.810 PAGE 18 OF 6 • 3.8.5 Trenching and Backfilling: 3.8.5.1 Trenches located under areas where paving, asphaltic concrete or concrete shall be backfilled with sand (a layer 6 inches below the pipe and 3 inches above the pipe), and compacted in layers using mechanical tamping devices only. 95% compaction is required for all main lines, sleeving and lateral lines below roadways, driveways etc. All trenches shall be left flush with the adjoining grade. Irrigation Contractor shall set in place, cap, and pressure test all piping under paving prior to the paving work. 3.8.5.2 85% compaction is required for all main lines, lateral lines at all planting areas. 3.9 INSTALLER'S FIELD SERVICES: 3.9.1 Prepare and start systems. 3.9.2 Provide one complete spring start up and fall shutdown. 3.9.3 Provide written certification that materials and installation conforms to these specifications. 3.10 ADJUSTING: 3.10.1 Adjust control system to achieve time cycles required. 3.10.2 Change head types as directed. 3.11 GUARANTEE: 3.11.1 The guarantee for the sprinkler irrigation system shall be made in accordance with the following form. The general conditions and supplementary conditions of these specifications shall be filed with Architect prior to acceptance of the irrigation system. Standard one-year guarantee shall include: 3.11.1.1 Filling and repairing depressions and replacing plantings due to settlement of irrigation trenches for one year following acceptance of Project. 3.11.1.2 Provide written guarantee against material defects, faults, leakage or improper operation for one year from date of substantial completion. CITY OF ROSEMEAD PARK PEDESTRIAN Landscape Irrigation TRAIL 02.810 PAGE 19 OF 6 0 0 3.11.1.3 Obtain letter of certification that Master valve and relays, flow sensor, automatic controllers, metering devices, communication cables and telephone cables have been installed correctly as per manufacturer's recommendations and as per the specifications and the drawings and that all systems are working correctly. 3.11.2 A copy of the guarantee form shall be included in the operations and maintenance manual. The guarantee form shall be retyped onto the Contractor's letterhead and contain the following information: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse or neglect expected. We agree to repair or replace any defects in material or workmanship that may develop during the period of one year from the date of acceptance and also to such defects at no additional cost the City, We shall make such repairs or replacements within a reasonable time, as determined by the City, after receipt of written notice from City, we authorize the City to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. PROJECT: CONTRACTOR: ADDRESS: PHONE NO: DATE OF ACCEPTANCE BY: BY: 3.12 CONTROLLER CHARTS: 3.12.1 Architect must approve record drawings before charts are prepared. 3.12.2 Provide one controller chart for each controller supplied, showing the area covered by automatic controller of the maximum size controller door will allow. CITY OF ROSEMEAD PARK PEDESTRIAN Landscape Irrigation TRAIL 02.810 PAGE 20 OF 6 0 0 3.12.3 The chart shall be a reduced drawing of the actual as-built system. However, in the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will be readable when reduced. 3.12.4 Chart shall be black line print and a different color used to show area of coverage for each station. 3.12.5 When completed and approved, the chart shall be hermetically sealed between two (2) pieces of clear acrylic plastic, each piece being a minimum of 20 mils thick. 3.12.6 Charts must be completed and approved prior to final inspection of the irrigation system. 3.13 SPARE ACCESSORIES: 3.13.1 Provide three (3) sprinkler 30 inches long turn on keys. 3.13.2 Provide three (3) quick coupler locking. 3.13.3 Provide four (4) quick coupler valve keys. 3.13.4 Provide four (4) hose swivels. 3.13.5 Provide two (2) moisture probes. 3.14 MAINTENANCE: 3.14.1 Maintain entire irrigation system for a period of 90 days. 3.14.2 An inspection of valves, hose bibs and other pressurized above ground connections shall be performed on a minimum weekly basis throughout maintenance period. 3.14.3 Inspection of irrigation heads to correct alignment, clear laterals, adjust spray patterns, clean screens, and repair damaged heads shall be performed before commencement of maintenance period and prior to final acceptance (end of maintenance period). 3.14.4 Contractor shall be responsible for interrupting irrigation program to eliminate watering during a rainstorm. 3.14.5 Contractor shall, on a weekly basis or sooner if required, inspect system for damage, and/or correction of spray patterns. Any problems shall be brought to the attention of the City and Architect and rectified immediately. CITY OF ROSEMEAD PARK PEDESTRIAN Landscape Irrigation TRAIL 02.810 PAGE 21 OF 6 0 11 3.14.6 After the system has been completed; the Contractor shall instruct the Owner's authorized representative in the operation and maintenance of the system and shall furnish three complete sets of operating and maintenance instructions. 3.14.7 The three bound sets of operating and maintenance manuals are to contain complete parts lists of materials and equipment installed in the landscape irrigation system. 3.14.8 During the 90-day maintenance program, Contractor shall take all measures to protect irrigation materials like heads from vandalism. Irrigation Contractor shall be responsible for replacement or correction al all vandalized heads and other irrigation materials regardless of what the reasons may be. 3.14.9 If, within one year from the date of completion, settlement occurs and adjustments in pipes, valves and sprinkler heads, sod or paving is necessary, Contractor shall make adjustments without extra cost to the Owner. 3.14.10 Freezing conditions - At site location where winter freezing conditions exist or can occur, drain entire irrigation system of all water including, but not limited to, backflow device, valves, main lines, and lateral lines prior to freezing temperature. Air blowing can drain system. 3.14.11 All correction items generated from the site inspections must be completed within 5 working days. Contractor must notify Architect in writing that the punch list items have been corrected. 3.14.12 The Irrigation System is designed for nighttime watering. The irrigation system shall be continuously maintained making all repairs and corrective work such as but not limited to, broken heads, sticking heads and valves, overthrow, adjusting correctly misaligned spray heads, etc. END OF SECTION CITY OF ROSEMEAD PARK PEDESTRIAN Landscape Irrigation TRAIL 02.810 PAGE 22 OF 6 0 9 Rivers and Mountains Conservancy Grant Program Step 2 Application Rivers and Mountains Conservancy Grant Program Step 2 Application All applicants must submit a completed application form including, supporting documentation. PLEASE REFER TO POLICIES AND PROJECT EVALUATION CRITERIA LOCATED AT: WWW.RMC.CA.GOV. Application Cover Sheet Project Name (from Step 1 ' San Gabriel/Pine Pocket Park Development application): Name of Applicant: City of Rosemead Applicants Address: (Street or 18838 E. Valley Boulevard P.O. Box, City, State, Zip) P.O. Box 399 Rosemead, CA 91770 Name of Contact, Title Contact Information: (:hns Marcarello, Deputy Public Works Director Signature of Applicant, Date signed Please Submit three full copies of this application to Rivers and Mountains Conservancy "El Encanto" 100 N. Old San Gabriel Canyon Road Azusa, CA 91702 6/4/08 This application must be received by 5:00 p.m., Friday, May 23, 2008 for Tier 1 Projects approved January 28, 2008 by the RMC Board. This application must be received by 5:00 p.m., Friday, June 6, 2008 for Tier 2 Projects approved March 25, 2008 by the RMC Board. Page I 1 • • TREES, PLANTS AND GROUND COVERS SECTION 02930-1 PART 1 - GENERAL All applicable portions of Division 1, including the drawings and general provisions of the contract, the general and supplementary conditions and Division 1 specifications sections which apply to work of this section as if printed herein. 1.1 SECTION INCLUDES: Description of requirements for materials, Fabrications, and Installation of All Trees, Plants and Ground Cover work as shown on drawings and necessary to complete the work; to include but not be limited to the following: 1.1.1 Extent of Trees, Plants, and Ground Covers is shown on drawing and by provisions of this Section. 1.1.2 Types of Work include the Following: 1.1.2.1 Soil Preparation. 1.1.2.2 Trees, Plants, Ground Covers 1.1.2.3 Planting Mixes 1.1.2.4 Mulch and Planting Accessories 1.1.2.5 Soil Percolation Tests 1.1.2.6 Topsoil Bedding 1.1.2.7 Maintenance 1.1.2.8 Tree Grates and Frames 1.2 RELATED SECTIONS: 1.2.1 Section 02810- Landscape Irrigation 1.2.2 Section 02201 - Finish Grading. 1.2.3 Section 02924 - Hydro Seeding. 1.3 REFERENCES AND STANDARDS: 1.3.1 Nursery: Company specializing in growing and cultivating the plants specified in this Section with minimum three years experience. CITY OF ROSEMEAD PARK PEDESTRIAN Trees, Plants & Ground Cover TRAIL 02.930 PAGE I OF 6 1.3.2 Installer: Company specializing in installing and planting the plants specified in this Section with minimum 5 years experience. 1.4 SUBMITTAL: 1.4.1 Submit the following materials certification: 1.4.1.1 Topsoil Source and pH Value 1.4.1.2 Peat Source and pH Value 1.4.1.3 Plant Fertilizer 1.4.2 Within 30 days upon signing of contract, Landscape Installer must provide in writing and show proof of where all plant material will be coming from to guarantee availability of quantities, sizes and species and prompt delivery of al specified trees and plant materials in a healthy condition at the required time of planting. 1.4.3 Submit a list of all plant material, sizes, heights, and spreads, locations, and description under provisions of Section 01300. Provide all addresses, telephone numbers and person to contact. All plant material must conform to the minimum sizes as noted on the plant list. 1.4.4 Notify Architect and City prior to deliver of any materials. Inspector shall observe all deliveries. 1.4.5 Architect, at his discretion, my inspect plant material at any time and as often as he may desire to review and inspect, but not limited to the following: 1.4.5.1 Health of all Plants 1.4.5.2 Growing Conditions 1.4.5.3 Type of Care, Watering, Feeding 1.4.6 Delivery Vouchers, indicating type of material and quantities of each delivery, including but not limited to soil preparation, fertilizers, soil amendments, etc., are required. Copies of these said vouchers of the soil preparation; fertilizers, soil amendments, etc., are to be given to the District Inspector, promptly at time of delivery. Furthermore, Landscape Contractor is sent copies of these vouchers, which shall be received by Landscape Architect within 7 days after date of delivery. CITY OF ROSEMEAD PARK PEDESTRIAN Trees, Plants & Ground Cover TRAIL 02.930 PAGE 2 OF 6 0 0 1.4.7 Tree Grates and Frames - Submit Shop Drawings. 1.5 QUALITY ASSURANCE: 1.5.1 Plant names indicated; comply with "Standardized Plant Names" as adopted by the latest edition of the American Joint Committee Horticultural Nomenclature. Names of varieties not listed conform generally with names accepted by the nursery trade. Furnish stock true to botanical name and legibly tagged. 1.5.2 Comply with sizing and grading standards of the latest edition of "American Standards for Nursery Stock". A plant shall be dimensioned as it stands in its natural position. 1.5.3 All plants shall be nursery grown under climatic conditions similar to those in the locality of the project for a minimum of 2 years. Plants shall be of varieties specified in the plant list bearing botanical names. 1.5.4 Stock furnished shall be a least the minimum size indicated. Large stock is acceptable, at no additional charge. Large plants shall not be cut back to size indicated. 1.5.5 Furnish "specimen" plants with a special height, shape or character of growth. This Contractor to tag specimen trees or shrubs at the source of supply. The Landscape Architect will inspect specimen selections at the source of supply. The suitability and adaptability to selected location. When specimen plants cannot be purchased locally, provide sufficient photographs of the proposed specimen plants for approval. This contractor shall inspect all plant material at source prior to Landscape Architect's approval. This Contractor shall accompany District Representative on final selection trip. 1.5.6 Such approval shall not impair the right of inspection and rejection upon delivery at the site or during the progress of the work. 1.5.7 This contractor shall facilitate inspection and identification by labeling of trees, shrubs and ground covers with a durable waterproof label and weather-resistant ink. Labels shall state the correct plant name and size as specified in the plant list of required plants. Labels shall be securely attached to plants and shall be legible for 60 days after delivery to the planting site. Wire identification tags shall not be used. CITY OF ROSEMEAD PARK PEDESTRIAN Trees, Plants & Ground Cover TRAIL 02.930 PAGE 3 OF 6 • • 1.5.8 Planting stock shall be well-branched and well-formed, sound, vigorous, healthy, free from disease, sun-scaled, windburn, abrasion, and harmful insects or insect eggs; and shall have healthy, normal unbroken root systems. Deciduous trees and shrubs shall be symmetrically developed, of uniform habit of growth, with straight trunks or stems, and free from objectionable disfigurements. Evergreen trees and shrubs shall have well- developed symmetrical tops with typical spread of branches for each particular species or variety. Only vines and ground cover plants well established in removable containers, integral containers, or formed homogeneous soil sections shall be used. Plants budding into leaf or having soft growth shall be sprayed with an anti-desiccant at the nursery before digging. 1.6 DELIVERY. STORAGE AND HANDLING: 1.6.1 Delivery fertilizer materials in original, unopened and undamaged containers showing weight, analysis and name of manufacturer. Store in manner to prevent wetting and deterioration. 1.6.2 Take all precautions customary in good trade practice in preparing plants for moving. Workmanship that fails to meet the highest standards will be rejected. Spray deciduous plants in foliage with an approved "Anti-Desiccant" immediately after digging to prevent dehydration. Dig, pack, transport, and handle plants to insure protection against injury. Inspection certificates required by law shall accompany each shipment invoice or order to stock and on arrival. A copy of certificate. Shall be filed with the Landscape Architect. Protect all plants form drying out. If plants cannot be planted immediately upon delivery, properly protect them with soil, wet peat moss or in a manner acceptable to the landscape Architect. Water heeled-in plantings as required to keep root system moist until planting. No plant shall be bound with rope or wire in a manner that could damage or break the branches. 1.6.3 Cover plants transported on open vehicles with a protective covering to prevent windburn. 1.6.4 Frozen or muddy topsoil is not acceptable. 1.6.5 Protect all plant material during transportation in closed vehicles and/or covered in saran netting mesh. 1.6.6 Transport and handle products in accordance with manufacturer's instructions. CITY OF ROSEMEAD PARK PEDESTRIAN Trees, Plants & Ground Cover TRAIL 02.930 PAGE 4 OF 6 • • 1.6.7 Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. 1.6.8 Provide equipment and personnel to handle products by preventing soiling, disfigurement or damage. 1.6.9 Store and protect products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weather-tight, climate controlled enclosures. 1.6.10 Where approved by Architect and permitted by general conditions, provide off site storage and protection. 1.7 JOB CONDITONS: 1.7.1 Work Notification: Notify the Landscape Architect at least 7 working days prior to installation of plant material. 1.7.2 Protect existing utilities, paving and other facilities from damage caused by landscaping operations. 1.7.3 A complete list plants, including a schedule of sizes, quantities and other requirements is shown on the proposal form. In the event that quantity discrepancies or material omissions occur in the proposal form. In the event that quantity discrepancies or materials omissions occur in the proposal form, Contractor shall notify the Landscape Architect during the proposal bidding process. 1.7.3.1 An irrigation system will be installed prior to planting. Locate, protect and maintain the irrigation system during planting operations. Repair irrigation system components, damaged during planting operations, at this contractor's expense. 1.7.4 Perform Percolation Testing. 1.7.5 Verify Availability of On-Site Water. 1.8 WARRANTY: 1.8.1 The project warranty period begins upon written acceptance of the project installation by Landscape Architect and/or District Representative. 1.8.2 Provide a 30 day warranty on all plant material under 15 gallon and a 1 year warranty on all plant material 15 gallon and larger. Commence warranty on date identified in the Certificate of CITY OF ROSEMEAD PARK PEDESTRIAN Trees, Plants & Ground Cover TRAIL 02.930 PAGE 5 OF 6 • • Substantial Completion. Warranty to include all expenses, labor, and materials. 1.8.3 Warranty: Include coverage plants from death or unhealthy conditions. 1.8.4 Replacements: Plants of same size and species as specified, planted in the next growing season, with a new warranty commencing on date of replacement. 1.9 MAINTENANCE SERVICE: 1.9.1 This Contractor shall be responsible for replacement of any plant materials that are dead or in the opinion of the Landscape Architect are in an unhealthy or unsightly condition, or having lost natural shape, resulting from dieback, excessive pruning or inadequate or improper maintenance as part of the guarantee. Prior to any replacements this contractor shall review individual plants in question with Landscape Architect and determine the reason for plant demise. 1.9.2 Replacements must meet specifications i.e. quality, species of plant material and planting procedures to receive approval or replacement materials by Landscape Architect. 1.9.3 Costs for replacements are assumed part of bid quotations and therefore will not result in an additional cost to the District. 1.9.4 Areas damaged as a result of replacement are assumed part of bid quotations and therefore will not result in additional cost to the District. 1.9.5 This contractor shall be responsibility for watering all planting through the warranty period and shall keep guy wires taut, raise tree balls which settle, furnish and apply sprays as necessary to keep the plantings free of disease and insects until the end of the warranty period. 1.9.6 Maintenance Services: Performed by Installer. 1.9.7 Maintain plant life immediately after placement. Commence maintenance on date identified in the certificate of substantial completion for a period of three months. 1.9.8 Maintenance to include: CITY OF ROSEMEAD PARK PEDESTRIAN Trees, Plants & Ground Cover TRAIL 02.930 PAGE 6 OF 6 0 0 1.9.8.1 Cultivations and weeding plant beds and tree pits. Cultivation shall be continuous throughout project. 1.9.8.2 Application of herbicides for weed control in accordance with manufacturer's instructions. Remedy damage from use of pesticides. 1.9.8.3 Application of pesticides for weed control in accordance with manufacturer's instructions. Remedy damage from use of pesticides. 1.9.8.4 Irrigating sufficient to saturate root systems. 1.9.8.5 Trimming and pruning, including removal of clippings and dead or broken branches and treatment of pruned areas or other wounds. 1.9.8.6 Disease Control. 1.9.8.7 Maintaining wrapping, guy turnbuckles and stakes. Adjust turnbuckles to keep guy wires tight. Repair or replace accessories when required. 1.10 DEFINITIONS: 1.10.1 Weeds: Includes Dandelion, Jimsonweed, Quack grass, Horsetail, Morning Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass, Canadian Thistle, Nut grass, Poison Oak Blackberry Tansy. 1.11 ENVIRONMENTAL REQUIREMENTS 1.11.1 Do not install plants when ambient temperatures below 35 degrees F of above 90 degrees F 1.11.2 Do not install plants when wind velocity exceeds 30 mph 1.12 Sequencing, Scheduling, and Coordination 1.12.1 Coordinate the work of this Section with installation of underground irrigation system utilities, piping and watering heads. 1.12.2 Phase One Schedule: Phase One (lawn area at playfield area, sod and all slopes); It is by directive from the City that the Phase One be completed prior to the completion of other trades and work, and to have an approved established lawn are and established slope planting of trees, shrubs, and ground covers of 120 days prior to occupancy by the City. CITY OF ROSEMEAD PARK PEDESTRIAN Trees, Plants & Ground Cover TRAIL 02.930 PAGE 7 OF 6 0 0 1.12.2.1 Grading: The Contractor shall complete all necessary grading of the Phase One is at beginning of the project. 1.12.2.2 Underground Work: Complete all underground work including utilities and drainage. 1.12.2.3 Provide Water: Install all necessary devices including backflow preventer, valves, lines, for water connection and supply. 1.12.2.4 Provide all required backstops, dugouts, fencing, footings, mowing strips, etc., as per drawings. 1.12.2.5 Electrical: Provide all necessary electrical for irrigation automatic controller and for plump (when required). 1.12.2.6 Irrigation: Irrigation work shall commence immediately and be completed within 30 days. Install as per plans and specifications. 1.12.2.7 All work shall be done in accordance with the plans and specifications. 1.12.2.8 Maintenance: The Contractor shall maintain the irrigation system until completion of all other work and until final acceptance of the entire project including all other work and areas. 1.12.2.9 Contractor shall give to the Architect within 30 days after award of the contract for Architect approval, the exact time schedule of the above-described work. PART 2 - PRODUCTS 2.1 MATERIALS: 2.1.1 Plants: Furnish plants typical of their species or variety; with normal, densely developed branches and vigorous, fibrous root systems. Furnish only wound, healthy, vigorous plants free from defects, disfiguring knots, sunscald injuries, frost cracks, abrasions of the bark, plant disease, insect eggs, borers and all forms of infestation. All plants shall have a fully developed form without voids and open spaces. 2.1.1.1 Dig balled and bur lapped plants with firm, natural balls of earth of sufficient diameter and depth to encompass the CITY OF ROSEMEAD PARK PEDESTRIAN Trees, Plants & Ground Cover TRAIL 02.930 PAGE 8 OF 6 • • fibrous and feeding root system necessary for full recovery of the plant. Provide ball sizes complying with the latest edition of the "American Standard for Nursery Stock". Cracked or mushroomed balls are not acceptable. 2.1.1.2 Furnish tree species that mature at heights over 25-0" with a single, main trunk. Trees that have the main trunk forming a "Y" shape are not acceptable. 2.1.1.3 Plant planted in rows shall be matched in form. 2.1.1.4 Plants larger than those specified in the plant list may be used when acceptable to the Landscape Architect. 2.1.1.5 If the use of larger plants is acceptable, increase the spread of roots or root ball in proportion to the size of the plant. 2.1.1.6 The height of the trees, specified by height, measured from the crown of the roots to the top of the top branch, shall not be less than the minimum size designated on plans. 2.1.1.7 No pruning wounds shall be present with a diameter of more than 1" and such wounds must show vigorous bark on all edges. 2.1.1.8 Evergreen trees shall be unsheared and branched to the ground. 2.1.1.9 Shrubs and small plants shall meet the requirements for spread and height indicated on the plans. 2.1.2 Container-Grown Stock: Grown in a container for sufficient length of time for the root system to have developed to hold its soil together firm and whole. 2.1.2.1 No plants shall be loose in the container. 2.1.2.2 Container stock shall not be root bound. 2.1.2.3 The measurement for height shall be taken from the ground level to the average height of the top of the plant and not the longest branch. 2.1.2.4 Single stemmed or thin shrubs will not be accepted. CITY OF ROSEMEAD PARK PEDESTRIAN Trees, Plants & Ground Cover TRAIL 02.930 PAGE 9 OF 6 • • 2.1.2.5 Side branches shall be generous, well twigged and the plant as a whole well bushed to the ground. 2.1.2.6 Plant shall be in a moist, vigorous condition, free from dead wood, bruises or other root or branch injuries. 2.1.3 Topsoil 2.1.3.1 Fertile, agricultural sandy loam soil, typical for locality, capable of sustaining vigorous plant growth, taken from drained site, free of subsoil, clay, rocks, impurities, plants, weeds, and roots; minimum pH value of 5.4 and maximum 7.0. 2.1.3.2 Organic Soil Amendment shall be neutralized, stabilized, fine sawdust free of noxious materials. 2.1.3.2.1 Fertilizer/Soil Conditioner: Gro-Power Plus (5-3- 1): 70% Humus acids with soil penetrant. 2.1.3.2.2 Grow-Power Premium Green Iron 40% Fe with micronutrients, non-staining, slow release, granular. 2.1.3.2.3 Minerals: Soil Sulfur; Registered as agricultural minerals with the State Department of Agriculture in compliance with the Agricultural Code. 2.1.3.2.4 Water: Clean, fresh and free of substances or matter, which could inhibit vigorous growth of plants. 2.1.3.2.5 Agriculture Gypsum: As common to industry. 2.1.3.2.6 Ammonium Phosphate 16-20-0 2.1.3.2.7 Sand: Clean washed plaster sand. 2.1.3.3 Mulch Material: Provide 1 1/2 thick coarse, ground wood bark, free of growth or germination inhibiting ingredients. Provide samples to Architect for approval. 2.1.3.4 Peat Moss: Brown to black in color, weed and seed free granulated raw peat. Furnish ASTM D 2607 sphagnum peat moss with a pH below 6.0 for ericaceous plants. 2.1.3.5 Planting Mixture Type A: Standard planting backfill shall be a mixture of 1/3 topsoil, 1/3 sand, and 113 peat. Adding CITY OF ROSEMEAD PARK PEDESTRIAN Trees, Plants & Ground Cover TRAIL 02.930 PAGE 10 OF 6 • • fertilizer Type "B" to mixture per manufacturer's requirements. Follow planting details. 2.1.3.6 Planting Mixture Type B: (For Flowers, Ground Cover Beds, Ericaceous Plants and Ornamental Grasses): Planting back shall be a mixture per manufacturer's requirements. Follow planting details. 2.1.3.7 Landscape Fabrics/Weed Barriers shall be one of the following: (Under gravel maintenance strips only). 2.1.3.8 Herbicides 2.1.3.8.1 Herbicides used must comply with all applicable State and Federal laws and be registered with the U.S. Environmental Protection Agency. 2.1.3.8.1.1 Pre-emergence application of "Treflan 5% Granules" or equivalent applied according to manufacturer's recommendation and incorporated into soil as specified. 2.1.3.8.1.2 Post-emergency application of "Round-Up" or equivalent applied as specified by manufacturer. Spray with extreme care to avoid contact with landscape planting. 2.1.3.9 Anti-Desiccant: Protective film emulsion providing a protective film over plant surfaces permeable to permit transpiration. Mixed and applied in accordance with manufacturer's instruction. 2.1.3.10 Shredded Bark Mulch: Clean, free of debris and sticks, and well aerated. Materials shall be uniform in size, shape, and texture. Submit samples to owner for approval prior to installation. Install mulch to finish grade, level smooth, without ridges, humps or depressions. 2.1.3.11 Water: Free of substances harmful to Hoses or other methods of transporta Contractor. 2.1.3.12 Stakes for Staking: Hardwood, 2" x length. CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL it growth. furnished by 6'-0" minimum Plants & Ground Cover 02.930 PAGE 11 OF 6 0 0 2.1.3.13 Stakes for Guying: Hardwood 2" x 2" x 36" long. 2.1.3.14 Guying/Staking Wire: No. 10 or 12 gage galvanized wire. For large trees use turnbuckles and heavier gauge wire. 2.1.3.15 Turnbuckles: Galvanized steel of size and gauge required to provide tensile strength equal to that of the wire. Turnbuckle opening shall be at least 3". 2.1.3.16 Staking and Guying Hose: Two-ply, reinforced garden hose not less than 1/2" inside diameter. 2.1.3.17 Tree Wrap: Standard waterproofed tree-wrapping paper. 1-1/2" wide, made of 2 layers of crepe Kraft paper weighing not less than 30 Ibs per ream, cemented together with asphalt. 2.1.3.18 Twine: Two ply jute material. 2.1.3.19 Pavement Protection: Provide root barriers as specified in the drawings. 2.1.4 Source Quality Control 2.1.4.1 Provide Inspection for verifying acceptability of plants. 2.1.5 Soil Tests: Provide testing prior to start of the project. Provide tests from an approved soil and plant laboratory. 2.1.5.1 Provide Analysis of imported and existing soil. 2.1.5.2 Analyze to ascertain percentage of nitrogen, phosphorous, potash, soluble salt, and organic matter, pH value. 1.5.3 Submit a minimum of 3 soil samples from the site. The contractor under the supervision of Architect shall obtain these samples. Forward sample to testing laboratory in sealed containers to prevent contamination. The cost of the soil testing shall be included in the landscape project cost. 2.1.5.4 Test reports shall include agricultural suitability analysis, soil fertility analysis, and recommendations. 2.1.5.5 When submitting soil samples to the testing laboratory's reference and use. CITY OF ROSEMEAD PARK PEDESTRIAN Trees, Plants & Ground Cover TRAIL 02.930 PAGE 12 OF 6 • 2.1.5.6 Soil tests shall be completed and results and recommendations submitted to the Architect prior to the beginning of landscape site work. When submitting results, provide written cost change if recommendations are followed. Part 3 - EXECUTION 3.1 EXAMINATION: 3.1.1 Examine proposed planting areas and conditions of installation. Do not start planting work until unsatisfactory conditions are corrected. 3.1.2 Verify that prepared subsoil and planters are ready to receive work of this Section. 3.1.3 Beginning of installation means *acceptance of existing conditions. 3.2 PREPARATION; 3.2.1 Time of Planting 3.2.1.1 Evergreen material: Plant evergreen materials between October 1 and October 31 or in spring before new growth begins. If project requirements require planting at other times, plants shall be sprayed with anti-desiccant prior to planting operations. 3.2.1.2 Deciduous material: Plant deciduous materials in a dormant condition. If deciduous trees are planted in-leaf, they shall be sprayed with an anti-desiccant prior to planting operations. 3.2.1.3 Planting times other than those indicated shall be acceptable to the Landscape Architect. 3.2.2 Planting shall be performed only by experienced workmen familiar with planting procedures under the supervision of a qualified supervisor. 3.2.3 Individual plant locations shall be staked on the project site by the Contractor and approved by the Landscape Architect or District Representative before any planting pits are dug. The Landscape Architect reserves the right to adjust plant material locations to meet conditions, without additional cost to District. CITY OF ROSEMEAD PARK PEDESTRIAN Trees, Plants & Ground Cover TRAIL 02.930 PAGE 13 OF 6 • • 3.2.4 Planting pits shall be round, with vertical sides and flat bottoms and sized in accordance with outlines and dimensions shown on the planting details. 3.2.5 Accurately stake plant material according to the drawings. Stakes shall be above grade and painted a bright color to be clearly visible for inspection. 3.2.6 If obstructions are encountered that are not indicated, do not proceed with planting operations until alternative plant locations have been selected and approved in writing by the Landscape Architect. Where location or spacing dimensions are not clearly shown, request clarification by the Landscape Architect. 3.2.7 See drawings for planting details. 3.2.8 Vegetation Removal 3.2.8.1 Strip existing grass and weeds, including roots, from all bed areas, till and fine grade existing topsoil, leaving the soil surface, one inch below finished grade (in areas show on plan). 3.2.8.2 Herbicide: Use Round-Up (Monsanto Co.) as required to prepare areas for new planting, applied to all ground cover, evergreen and shrubbery beds and all mulch areas before application of pre-emergence herbicide, per manufacturers recommendations. Clean area of all dead material after 5 days. 3.2.8.3 Pre-emergence Herbicide: DACTHAL W-75 (Diamond Shamrock Agricultural Chemicals) or approved equal applied to 1 ounce per 100 square feet to same area where "Herbicide" has been applied and after area is cleared of dead vegetation. 3.2.8.4 Herbicides to be applied by licensed applicator as required by the state. 3.2.9 Preparation of Subsoil 3.2.9.1 Spraying: Apply "Round-up" to all existing planting areas as per manufacturer's recommendation. 3.2.9.2 Finish grade shall be as per the Civil Drawings. All areas shall slope and drain towards catch basins or drainage devices. CITY OF ROSEMEAD PARK PEDESTRIAN Trees, Plants & Ground Cover TRAIL 02.930 PAGE 14 OF 6 3.2.9.3 Prepare subsoil to eliminate uneven areas. Maintain profiles and contours. Make changes in grade gradual. Blend slopes into level areas. 3.2.9.4 Remove foreign materials, weeds, and undesirable plants and their roots. Remove contaminated subsoil. 3.2.9.5 Deep-rip and scarify subsoil to a minimum depth of 10" in two (2) directions. Repeat cultivation in areas where equipment used for hauling and spreading topsoil has compacted subsoil. Use heavy equipment D9 Tractor to obtain 10" minimum depth. Owner's representative or inspector must approve depth prior to commencement of next phase. Roto-till immediately after deep ripping. 3.2.9.6 Remove all rocks 1" or larger from top 10" of soil. When rocks are encountered, remove with screens, grates or any other approved rock removal device as necessary. 3.2.9.7 Catch basins in planting areas occur throughout the project. Finish grade at each catch basin in planting areas, including but not limited to top sod and hydro-seed, shall be'P' below top of catch basin in planting areas must be in a straight line towards catch basin, no mounding or high spots permitted. Water must flow evenly and smoothly towards each catch basin, no mounding or high spots permitted. Water must flow evenly and smoothly towards each catch basin. Typical at all locations, all areas, all flush planters and raised planters. Refer to civil and grading drawings. 3.2.9.8 At all raised planters, prior to prepared backfill, remove foreign materials and objects. Remove from planters all previously placed site-excavated backfill. Only prepared backfill shall be permitted. When raised planter has an open bottom to open soil, scarify existing soil 10" deep to break up compaction. 3.2.9.9 When deep ripping is not possible, drill 8" round drain holes filled with gravel at 6 feet O.C. and cover top of gravel with geo-tec material. Backfill planter with 60% clean sandy loam top soil that is approved by the Landscape Architect, 20 % clean washed sand #28 and 20% soil amendments to with in 10" from top of planter wall. When raise planter is not open to the ground and has CITY OF ROSEMEAD PARK PEDESTRIAN Trees, Plants & Ground Cover TRAIL 02.930 PAGE 15 OF 6 0 0 an impervious bottom of concrete or the equivalent of, provide a subsurface drainage system consisting of " gravel, 4" perforated drain pipe, and geo-tec filter membranes, all to be approved by the Landscape Architect. Grade finish surface of planter to slope evenly in a straight line to one half inch (1/2") below catch basin or drainage device. Excavated soil is not acceptable for any use in the planters. 3.2.10 Placing Topsoil 3.2.10.1 Spread topsoil over all low areas to be planted. Rake smooth. 3.2.10.2 Place topsoil during dry weather. 3.2.10.3 Remove vegetable matter and foreign non- organic material from topsoil while spreading. 3.2.10.4 Grade topsoil to eliminate rough, low, or soft areas and to ensure positive drainage. All areas must drain as per civil drawing. 3.2.11 Soil Preparation 3.2.11.1 Apply 6 cubic yards of organic soil amendment per 1,000 square feet. 3.2.11.2 Apply 100 Ibs of agricultural gypsum per 1,000 sq feet. 3.2.11.3 Apply 200 Ibs of fertilizer/soil conditioner per 1,000 sq feet. 3.2.11.4 Apply 15 Ibs 16-20-0 Ammonium Phosphate per 1,000 sq feet. 3.2.11.5 Apply 10 Ibs Soil Sulfur per 1,000 sq ft. 3.2.11.6 Apply 2 cubic yards of clean washed plaster sand per 1,000 sq feet 3.2.11.7 Mix thoroughly into upper 6 inches of soil. 3.2.11.8 Lightly water to aid dissipation of fertilizer. CITY OF ROSEMEAD PARK PEDESTRIAN Trees, Plants & Ground Cover TRAIL 02.930 PAGE 16 OF 6 • • 3.2.11.9 Moisten soil thoroughly prior to planting to a depth of not less than 12 inches. 3.2.12 Protection of Existing Vegetation 3.2.12.1 If lawns have been established prior to planting operations, the surrounding turf shall be covered in a manner that will protect turf areas before excavations. 3.2.13 Preparation of Planters Islands 3.2.13.1 This Contractor is to coordinate with the Construction Representative and insure a sub- grade 6" below finished surface of adjacent concrete walks and curbs in all tree wells and planter islands and backfill with 3" of decomposed granite to a depth that will allow for a 3" layer of shredded bark mulch. Refer to Section 02311 and 02511. 3.3 INSTALLATION: 3.3.1 Excavate circular plant pits where occurring with vertical sides, except for plants specifically indicted to be planted in beds. Provide plant pits per planting details. Depth of pit shall accommodate the root system. Scarify the bottom of the pit to a depth of 4". 3.3.2 Furnish and install pre-mixed planting mixture Type "A" for use around the balls and roots of all deciduous and evergreen tree plantings. 3.3.3 Bed for Ground Cover, Flowers, Vine Plants and Ornamental Grasses: Excavate existing soil to 12" depth over entire bed area and remove soil form site. Set plants according to drawings and backfill entire bed with pre-mixed planting mixture Type "B". 3.3.4 Mass Shrub Beds/Hedge Beds: Excavate existing soil to 18" depth over entire bed area and remove soil from site. Scarify bottom of the bed to a $'depth. Set plants according to drawings and specifications and backfill entire bed with (pre-mixed) specified planting mixture Type "A". 3.3.5 Planting CITY OF ROSEMEAD PARK PEDESTRIAN Trees, Plants & Ground Cover TRAIL 02.930 PAGE 17 OF 6 P_J 3.3.5.1 Set plant material in the planting pit to proper grade and alignment. Set plant upright, plumb and faced to give the best appearance or relationship to each other or adjacent structure. Set plant mater 2"-3" above the finish grade. No filling will be permitted around trunks or stems. Backfill the pit with planting mixture. Do not use frozen or muddy mixtures for backfilling. Form a ring of soil around the edge of each planting pit to retain water in non-irrigated areas. 3.3.5.2 After balled and burlapped plants are set, muddle planting soil mixture around bases of balls and fill all voids. Sufficiently compact to prevent settlement. 3.3.5.3 Remove all burlap, ropes and wires from the tops of balls. 3.3.5.4 Set plants in pits or beds, partly filled with prepared backfill mixture. 3.3.5.5 Saturate soil with water when the pit or bed is half full of prepared backfill mix and again when full. 3.3.5.6 Plant plants as per drawing and details. 3.3.5.7 Prepared Backfill mix shall consist of: 3.3.5.7.160% excavated soil free from all rocks 1 inch or larger. 3.3.5.7.240% nitrolized sawdust. 3.3.5.7.3 17 Ibs fertilizer/soil conditioner per cubic yard of mix. 3.3.5.7.4 2 Ibs Iron Sulfate per cubic yard of mix. 3.3.5.7.51 lb 16-20-0 Ammonium Phosphate per cubic yard of mix. 3.3.6.9 Backfill materials shall be thoroughly mixed to the bottom of the pit so that they are evenly distributed and without clods or lumps. Backfill shall be placed in the pits so that the plant root ball will one be inch above finish grade. Backfill material shall be level with surrounding soil after settlement. 3.3.6.10 The planting plans are a guide to plant locations. Due to field conditions, the plants may require relocation, CITY OF ROSEMEAD PARK PEDESTRIAN Trees, Plants & Ground Cover TRAIL 02.930 PAGE 18 OF 6 0 0 therefore, before any plants are planted, obtain Architect approval 72 hours before planting. 3.3.6.11 Loosen roots and soil at edges of root ball of plant being installed and plant with backfill soil as per specifications. 3.3.6.12 Build a temporary 3" high basin around plant material as they are planted and water several times before removing a basin. 3.3.6.13 When planting on slopes, do not remove basins. Plant material shall be as specified on the drawings. 3.3.6.14 Provide at all trees 18" high polystyrene tree guard root barriers. Install as per manufacturer's recommendations. Refer to details. 3.3.6.15 Provide at all lawn areas 8" x 12" polystyrene tree guards (TP-128 trunk protectors) manufactured by Shawtown Industries Inc., Camarillo, CA, Phone No. 800-772-7668 or approved equal. 3.3.6.16 Existing Ground Cover: Leave all existing ground cover undisturbed in not graded areas. 3.3.6.17 All plants shall be pruned after planting to reduce transpiration and to achieve an aesthetically pleasing healthy plant. 3.3.6.18 Do not plant trees and shrubs until final grades have been established and the planting areas properly graded. 3.3.6.19 In the event that underground construction work or obstructions are encountered in planting operation, select alternate locations and obtain acceptance by the Architect. 3.3.6.20 Jute Mesh: Apply jute mesh as per manufacturer's recommendations on all slopes two and a half (2 'n horizontal to (1) vertical or steeper. Refer to detail. 3.3.6.21 Mulch: Mulch all shrub and ground cover areas with 1 72 " thickness mulch except where jute mesh is applied. Spread mulch between all trees shrubs, and ground cover 3" deep immediately after planting, after watering, rake mulch to provide a uniform finish surface. 3.3.7 Wrapping, Guying, and Staking CITY OF ROSEMEAD PARK PEDESTRIAN Trees, Plants & Ground Cover TRAIL 02.930 PAGE 19 OF 6 0 0 3.3.7.1 Inspect trees for injury to trunks, evidence of insect infestation and improper pruning before wrapping. 3.3.7.2 Wrap trunks of all trees spirally from bottom to top with specified tree wrap and secure in place. 3.3.7.3 Stake/guy all trees immediately after lawn seeding operations and prior to acceptance. When high winds or other conditions, which may effect tree survival or appearance occur, the Landscape Architect or Construction Representative shall require immediate staking/guying. 3.3.7.4 Stake deciduous trees under 4" caliper. Stake evergreen trees under 6'-0" tall with 2 x 2 cedar stakes, 2 per tree. 3.3.7.5 Guy deciduous trees 4" caliber and over. Guy evergreen trees 6'-0" tall and over with metal fence post, 3 per tree. 3.3.7.6 All work shall be acceptable to the Landscape Architect. 3.3.8 Field Quality Control 3.3.8.1 Field inspection will be performed under provisions of Section 01400. 3.3.8.2 Plants will be rejected when ball of earth surrounding roots has been disturbed, damaged, shaved, or cracked prior to or during planting. 3.3.9 Watering 3.3.9.11t is the responsibility of the Landscape Contractor to properly irrigate all landscaped areas of the entire site, keeping all plant material in a healthy and growing condition, to include but not limited to the following: 3.3.9.1.1 Set the correct sprinkler watering schedules at the irrigation automatic controller for the entire site that includes duration and frequency of settings. This normally would involve at the early development stages 4 to 6 water periods daily, and then near the conclusion of the work, maybe only once daily, or even less. The time of year, temperatures, site orientation, and wind will influence the settings. Each watering period shall be adjusted accordingly without creating runoff CITY OF ROSEMEAD PARK PEDESTRIAN Trees, Plants & Ground Cover TRAIL 02.930 PAGE 20 OF 6 0 0 and or soil erosion. Set each watering schedule program not to exceed five (5) minutes or less depending on the soil acceptance of the water. Repeat each program to sufficiently moisten the soil for proper root growth. 3.3.9.1.2 Do not over-water any areas, nor permit water run off to flow onto any adjacent areas. Immediately stop watering schedule when soil can no longer absorb moisture and water run off occurs. 3.3.9.1.3 Conform to any and all water conservation requirements unless specifically requested in writing by Architect. 3.3.9.1.4 Keep all spray patterns within their specific areas and not letting any spray fall on other areas, adding additional heads and spray patterns, if necessary. Do not permit any sprinkler head to spray or fall onto any roads, walkways, paved areas, buildings, vaults, irrigation controllers, etc., whether public or private property. Adjust all heads as required. 3.3.9.1.5 As soon as plants are established and new roots have been established, go to Night Time Water Schedule. 3.3.9.2 Apply water to plants during operations and thereafter until acceptance of work. 3.4.9.3 Plants, which cannot be watered efficiently with the existing water system, shall be watered by means of a hose. 3.4.9.4 Immediately after planting, apply water to each tree and shrub by means of a hose. Apply water in a moderate stream in the planting hole until the material about the roots is completely saturated from the bottom of the hole to the top of the ground. 3.4.9.5Apply water in sufficient quantities and as often as seasonal conditions require to keep the planted areas wet at all times, well below the root systems of plants. Do not CITY OF ROSEMEAD PARK PEDESTRIAN Trees, Plants & Ground Cover TRAIL 02.930 PAGE 21 OF 6 0 0 permit any water to spray on to or run on to any adjacent walks, paved areas, roadways, etc. 3.4.9.6 Ground cover planting shall be immediately sprinkled to avoid drying out until the entire planted area is thoroughly watered and the soil soaked to the full depth of each plant hole. 3.3.10 Fertilizing 3.3.10.1 Fertilize 15 days after completion of soil preparation with 10 Ibs per 1000 sq feet. Fertilize all areas prior to the commencement of the maintenance period and then every 30 days after starting maintenance period at the rate of 25 Ibs per 1,000 sq feet with fertilizer. There shall be a minimum of 5 applications. Notify Architect and City prior to application. City shall observe application. Provide copies of delivery for City's records. 3.3.11 Pruning 3.3.11.1 Prune branches of deciduous stock, after planting, to balance the loss of roots and preserve the natural character appropriate to the particular plant requirements. Remove or cut back broken, damaged and unsymmetrical growth of new wood. 3.3.11.2 Multiple leader plants: Preserve the leader, which will best promote the symmetry of the plant. Cut branches flush with the branch collar. Make cut on an angle. 3.3.11.3 Prune evergreen trees only to remove broken or damaged branches. END OF SECTION CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL Trees, Plants & Ground Cover 02.930 PAGE 22 OF 6 0 0 CONCRETE WORK SECTION 03300-1 PART 1 - GENERAL All applicable portions of Division 1, including the drawings and general provisions of the contract, the general and supplementary conditions and Division 1 specification sections which apply to work of this section as if printed herein. 1.1 SECTION INCLUDES: Description of requirements for materials, fabrications and installation of Concrete and accessory items as shown on Drawings and necessary to complete the Concrete Work. Work includes but is not necessarily limited to the following: 1.1.1 Examine all other sections for work related to those sections which are required to be included as work of this Section. 1.1.2 Provide concrete work of strengths and weights as indicated on Drawings. Where not indicated, concrete shall not be less than 3,000 p.s.i. 1.1.3 Placement, leveling, protection, bonding, jointing, filling, grouting, sacking, honing, rubbing of concrete and concrete surfaces, except as otherwise specified. 1.1.4 Bonding, dry packing, grouting, setting of plates, bolts and dowels; setting and securing of sleeves, inserts, anchorage and embedded items in forms. 1.1.5 Setting screeds and fine grading for concrete cast on grade. 1.1.6 Curing all concrete and curing, sealing and hardening all exposed interior and exterior concrete flatwork including floor slabs, stairs, walks, pavements, parking and driving areas, etc. 1.1.7 Miscellaneous concrete and related work not otherwise provided for. 1.1.8 Housekeeping pads for equipment. 1.1.9 Capillary break or vapor barrier under floor slabs on grade. 1.2 RELATED WORK IN OTHER SECTIONS: 1.2.1 Sleeves, pipes, conduit, hangers, inserts, ties, anchor bolts and anchors and miscellaneous hardware required by other trades to be furnished and located by trades requiring same. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE I OF 6 0 0 1.2.2 Section 01410 -Testing Laboratory and Inspection Services. 1.2.3 Section 02511 - Concrete Paving, Curbs and Walks. 1.2.4 Section 03100- Concrete Formwork. 1.2.5 Section 03200 - Concrete Reinforcement. 1.3 STANDARDS AND REFERENCES: (Latest Edition unless otherwise noted) 1.3.1 CONFORM with applicable requirements of ACI Standards 301,302R, 303, 304R, 305R, 306R, 308, 309R, 347R. 1.3.2 Title 24, Part 2, California Building Code, 2001 Edition. 1.3.3 AMERICAN CONCRETE INSTITUTE (ACI) 1.3.3.1 ACI 117 Standard Tolerances for Concrete Construction & Materials. 1.3.3.2 ACI 211.1 Standard Practice for Selecting Proportions for Normal, Heavyweight and Mass Concrete. 1.3.3.3 ACI 211.2 Standard Practice for Selection Proportions for Structural Lightweight Concrete. 1.3.3.4 ACI 301 Structural Concrete for Buildings. 1.3.3.5 ACI 305R Hot Weather Concreting 1.3.3.6 ACI 318 Building Code Requirements for Reinforced Concrete. 1.3.4 Apply a dry shake hardener at all exposed flatwork slabs (receiving no other finish product) as scheduled or indicated in the Drawings. Apply in accordance with the manufacturer's favorably reviewed application instructions and recommendations. A spray- able sealer/hardener may be used at utility areas not normally accessible to the public. 1.4 SUBMITTALS: 1.4.1 Refer to Section 01300 for procedures. 1.4.2 Mix Designs CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 2 OF 6 0 0 1.4.2.1 Mix designs will be prepared by Owner's Testing Laboratory for each grade of concrete to be used on the Project. 1.4.2.2 Specially identify where in the Project the concrete from each mix design will be used. 1.4.2.3 Mix design shall include individual and combined aggregate gradations and aggregate source and characteristics. 1.4.2.4 If admixtures are proposed for use in the mix, submit all information required by Section 01300. Include ICBO Reports for proposed admixtures. 1.4.3 Other Products: When requested by Architect, submit manufacturer's certification showing compliance with standard specifications. 1.6 SAMPLE PANEL: 1.6.1 Construct sample reinforced panels at the jobsite to review the color, finish, form tie pattern and the results of the forming, placement and curing techniques proposed for the Project for each type of finish. The panels are to include details and conditions that will be encountered on the Project. 1.6.2 The panels must be of sufficient size as to be representative of a full pour height and provide enough surface areas of all types of finish required on Project. 1.6.3 Test patching techniques on the sample panel. The patching technique must be approved before the exposed concrete work begins. 1.6.4 Sample Panel: Remains at jobsite until exposed concrete work is completed and approved. Use sample panel as the standard by which completed "in-place" exposed concrete will be judged. 1.6.5 Remove sample when exposed concrete work for Project is completed and approved. 1.6.6 Should quality of sample panel indicate that the techniques used in its fabrication do not produce an acceptable exposed concrete result, produce additional sample panels. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 3 OF 6 • • 1.7 CONDITION OF CONCRETE SURFACES TO RECEIVE WATERPROOFING MEMBRANES: All surfaces, to which the waterproofing membrane and accessories shall be adhered, shall be smooth with no sharp projections, rock pockets or voids. Consult with manufacturer's representative at a pre-construction meeting to determine condition and age of concrete as recommended by manufacturer of membrane prior to execution of work specified in this Section 1.8 QUALITY ASSURANCE: 1.8.1 Conform to Section 1905A, and other applicable sections of Chapter 19A, Part 2, Title 24, CCR. 1.8.2 Acquire cement and aggregate from same source for all work. PART 2 - PRODUCTS: 2.1 MATERIALS: 2.1.1 General: Where two or more identical articles are required, provide products of same manufacturer. If specified materials are discontinued, furnish updated product at no additional cost. 2.1.2 Portland Cement: ASTM C150 or Type II. One brand of cement shall be used throughout to maintain uniform color for all exposed concrete. 2.1.3 Concrete Aggregate: Fine and coarse aggregates shall be regarded as separate ingredients. Each size of coarse aggregate, as well as combination of sizes when two or more are used, shall conform to grading requirements of appropriate ASTM Standards and CBC Section 1903A.3. 2.1.3.1 Concrete Aggregates for Standard Weight Concrete: ASTM C33. 2.1.3.2 Aggregates: 2.1.3.3.1 Conform to UBC Standards, ASTM C33, or when applicable title 24, Sec. 1903A.3, and as specified herein. Each specified or required size shall be graded and batched separately. Include pit source and characteristics of each type of aggregate in mix design submittal. 2.1.3.3.2 Sources of Aggregate: Obtain coarse and fine aggregates from heavy media separation processes or from previously tested and CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 4 OF 6 0 0 approved sources. Test aggregate from other sources for reactivity. Reactive aggregate shall not be used. 2.1.3.3.3 Fine Aggregate: Washed natural sand of hard strong particles, which contain not more than 1 % of deleterious material. 1.3.3.4 Coarse Aggregate: Clean washed gravel or sound crushed rock with not more than 5% flat, thin, elongated or laminated material. Shall not contain more than 1 deleterious substances. 2.1.3.3.4.1 Slabs, columns, walls: Class designation 5S per ASTM C33, Table 3, with 1" grading. 2.1.3.3.4.2 Foundations: Class designation 3S per ASTM C33, table 3, with 1-1/2" grading. 2.1.3.3.5 Aggregate Size Requirements: Use largest practicable aggregate size for each condition of placement. Pea gravel mix 318" diameter maximum aggregate concrete shall not be used. Maximum size not to exceed the following imitations: 2.1.3.3.5.1 3/4 of clear distance between reinforcing and form surfaces. 2.1.3.3.5.2 113 of depth of slab section. 2.1.3.3.5.3 1/5 minimum clear distance between non-reinforced width in vertical sections. Table - Grading of Combined Aggregates: Minimum and Maximum Percentage passing by weight. Sieve Size 1" Maximum 1-1/2" Maximum 1-1/2 Inch - 95 to 100 1 - h Inc t 100 90 7 o9 A Inch 70 to 95 50 to 80 /8 Inch 45 to 70 40 to 60 Mesh 5 to 55 35 t 5 8 Mesh 27 to 45 2 to 40 1 - Mesh 20 to 38 16 to 34 CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 5 OF 6 0 0 30 Mesh 12 to 37 12 to 25 #50 Mesh 5 to 15 2 to 12 100 Mesh 0 to 5 0 to 3 2.1.4 Water: Clean and free from injurious amounts of oil, acids, alkali, organic matter and other deleterious substances; suitable for domestic consumption per CBC Section 1903A.4. 2.1.5 Admixtures shall be subject to prior approval, in accordance with CBC Section 1903A.6, Calcium Chloride is not permitted. 2.1.5.1 Water Reducing 2.1.5.1.1 ASTM C494 Type A - for use in cool weather. 2.1.5.1.2 ASTM C494 Type D - for use in hot weather. 2.1.5.1.3 Concrete admixtures shall be subject to prior approval by the jurisdictional authority and Architect. Calcium Chloride or admixtures containing Chloride shall not be used. Admixture(s) shall not adversely affect concrete strength or color of colored concrete, where occurs. 2.1.5.1.4 Fly ash or other pozzolan can be used as a partial substitute for ASTM 150 Portland Cement. Conform to ASTM C618, Class F. 2.1.5.2 Air Entraining 2.1.5.2.1 Conform to ASTM C260 2.1.5.3 Mid-Range Water-Reducers 2.1.5.3.1 Master Builders "Polyheed" or approved equal. 2.1.5.4 Water Resisting 2.1.5.4.1 Moxie 1800 Super Admix by Moxie International or approved equal formulated to resist moisture vapor migration and alkali efflorescence. 2.1.6 Vapor Barrier and Accessories: 2.1.6.1 Vapor Barrier must have the following qualities CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 6 OF 6 0 0 2,1.6. 1.1 Water Vapor Transmission Rate ASTM E96 0.008 WVTR or lower 2.1.6.1.2 Water Vapor Barrier ASTM E1745 Meets Class A (Plastics) 2.1.6.1.3 Vapor Barrier Thickness shall be 10 mils. 2.1.6.2 Vapor Barrier Products 2.1.6.2.1 Stego Wrap 15-mil Vapor Barrier by STEGO INDUSTRIES LLC, San Juan Capistrano, CA (877) 464-7834 www.ste.goindustries.com. 2.1.6.2.2 W.R. Meadows Premoulded Membrane with Plasmatic Core. 2.1.6.2.3 Zero-Perm by Alumiseal. 2.1.7 Accessories 2.1.7.1 Seam Tape 2.1.7.2 Tape must have the following qualities: 2.1.7.2.1 Water Vapor Transmission Rate ASTM E96 0.3 perms or lower 2.1.7.2.2Seam Tape 2.1.7.2.2.1 Stego Tape by STEGO INDUSTRIES LLC, San Juan Capistrano, CA (877) 464-7834 www.stegoindustries.com. 2.1.8 Vapor Proofing Mastic 2.1.8.1 Mastic must have the following qualities: 2.1.8.1.1 Water Vapor Transmission Rate ASTM E96 0.3 perms or lower 2.1.8.2 Mastic 2.1.8.3 Stego Tape by STEGO INDUSTRIES LLC, San Juan Capistrano, CA (877) 464-7834 www.stegoindustries.com. 2.1.9 Pipe Boots CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 7 OF 6 2.1.9.1 Construct pipe boots from vapor barrier material, pressure sensitive tape and/or mastic per manufacturer's instructions. 2.1.10 Sand: Clean, dry, and well graded. 2.1.11 Curing Materials: 2.1.11.1 Curing materials must exceed moisture requirement of ASTM C309, Type I, Class "B", "Standard Specifications for Liquid Membrane Forming Compounds for Curing Concrete". 2.1.11.1.1 "Master seal-W" manufactured by Master Builders, "VOCOMP-20/25 System" manufactured by W. R. Meadows, Inc., (800) 342-5976 or equal. 2.1.11.1.2 Material must provide moisture retention not to exceed a loss of 0.555 gm/cmz when used at a coverage of 20 sq. ft. per gallon tested in accordance with ASTM C156. 2.1.11.2 Waterproof Curing Paper: ASTM C171, "Sisalkraft" "Leatherback 300" or equal. 2.1.12 Joint Sealers and Fillers: 2.1.12.1 Joint Sealer for Exposed Concrete Slabs: Refer to Section 07920. 2.1.12.2 Premoulded Expansion Joint Filler: 1/2" thick premoulded asphalt-saturated fiber material conforming to ASTM D1751. 2.1.12.3 Filler-Sealer for Joints Under Resilient Flooring: Refer to Division 9 for neoprene based underlayment compound, applied as part of resilient floor covering work. 2.1.13 Expansion Joint Filler: 2.1.13.1 Joint fill shall be a preformed non-extruded resilient filler, saturated with bituminous materials and conforming to ASTM D1751. Products shall be equivalent to Burke "Fiber Expansion Joint", W. R. Meadows "Fibrated Expansion Joint Filler", or approved equal. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 8 OF 6 • • 2.1.14 Bonding Agent: Sonneborn "Sonobond", the Euclid Chemical Company "Euco-Weld", Larsen Products Corp., 'Weld-Crete" or approved equivalent. 2.1.15 Cement Grout and Drypack: 2.1.15.1. Precision support grout to consist of a hydraulic cementitious system, specially graded and processed natural fine aggregate and additional technical components. Masterflow 928 Grout as manufactured by Master Builders, Sonogrout as manufactured by Sonnebom Building Products, Sealtight 588 Grout by W. R. Meadows or equal. 2.1.15.2 Drypack: Premixed grout mixed with water to make a stiff consistency, "Sealtight Pac-It Grout" by W. R. Meadows, "Set Grout" by Master Builders, or equal. Mix not to exceed a 1:3 cement to sand mix. Use premixed grout under base plates per manufacturers printed recommendations. 2.1.16 Color-Conditioned Concrete Admixture: L. M. Scofield Company, (213) 723-5285, "Chromix Admix"; Admixtures, Inc., "Colorful"; Davis Colors, (213) 269-7311 or equal. Submit manufacturers standards for review and selection by Architect. 2.1.17 Concrete Sealer: Cure and Seal, as manufactured by the Euclid Chemical Company "Aqua-Cure VOX, Sonnebom "Kure-N-Seal WB", Burke "Spartan-Cote", W. R. Meadows "Intex" or approved equal conforming to ASTM C309, Type I, Class B requirements, and conforming to State of California Air Resources Board VOC Regulations. 2.1.18 Concrete Hardener/Sealer: Clear, water soluble, sprayable in- organic silicate based hardener/sealer or acrylic co-polymer resin. Products shall be equal to Euclid Chemical Company "Eucosil", Burke "Spartan-Cote", Sonneborn "Sonosil", W. R. Meadows "Pena-Lith", or approved equal and must conform to State of California Air Resources Board VOC Regulations. 2.1.19 Concrete Dry Shake Floor Hardener: Free flowing powder applied prior to smooth steel trowel finish in accordance with manufacturer's requirements. Products shall be equal to Euclid Chemical Company "Surflex" or approved equal. 2.1.20 Expansion Anchors: All expansion bolts installed in concrete shall be KB-II expansion bolts as manufactured by Hilti Inc., unless noted otherwise. See Structural Drawings for installation CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 9 OF 6 • • requirements and tension testing requirements as applicable. See Drawings for special head requirements as needed. Substitution of other brands or anchors shall proceed only after written approval from the Structural Engineer and DSA has been obtained. 2.2 CONCRETE: 2.2.1 Concrete Mixes: 2.2.1.1 Type A Concrete: Use for unexposed foundations, thrust blocks, concrete except as otherwise specified. At Contractor's option, Type B concrete may be substituted for this. 2.2.1.1.1 Strength: 4,000 lbs. per square inch at 28 days. 2.2.1.1.2 Maximum Aggregate Size: 1-1/2 inch. 2.2.1.1.3 Cement Content: As determined by mix design (CBC Section 1905A-3). 2.2.1.1.4 5.0 sacks per yard minimum. 2.2.1.1.5 Maximum Water to Cement Ratio: 0.50. 2.2.1.1.6 Admixture: Water Reducing. 2.2.1.1.7 Weight: 145 lbs. per cubic foot. 2.2.1.1.8 Maximum Fly Ash content as a percentage of total cementitious material: 15%. 2.2.1.2 Type B Concrete: For general concrete construction throughout Project, including structural walls, building slabs on grade, at all exposed locations, except as otherwise specified. 2.2.1.2.1 Strength: 4,000 lbs. per square inch at 28 days. 2.2.1.2.2 Maximum Aggregate Size: 1 inch. 2.2.1.2.3 Minimum Cement Content: As determined by mix design. (CBC Section 1905A.3). 2.2.1.2.4 5.5 sacks per yard minimum. 2.2.1.2.5 Maximum Water to Cement Ratio: 0.50. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 10 OF 6 0 0 2.2.1.2.6 Admixture: Water reducing. Water resisting at floor slabs (verify with owner). 2.2.1.2.7 Weight: 145 lbs. per cubic foot. 2.2.1.2.8 Maximum Fly Ash content as a percentage of total cementitious material: 15%. 2.2.2 Consistency of Concrete: Concrete slump, measured in accordance with ASTM C143, shall fall within following limits: 2.2.2.1 For footings, slabs or grade, and mass concrete: 3-inch t1 inch. For other concrete: 4-inch t1 inch. 2.2.2.2 Mixes employing the specified mid-range water reducer shall provide a measured slump not to exceed 7 inch t 1 inch after dosing, 2 inch t 1 inch before dosing. 2.2.2.3 Concrete slump shall be taken at point of placement. Use water-reducing admixtures as required to provide a workable consistency for pump mixers. Water shall not be added at the jobsite. 2.2.3 Mix Design: 2.2.3.1 Initial mix design shall be prepared for all concrete by a registered Civil Engineer experienced in concrete mix design in accordance with CBC Section 1905A.2.3 (Method B). In the event that additional mix designs are required due to depletion of aggregate sources, aggregate not conforming to Specifications, or at request of Contractor, these mixes shall be prepared as above. 2.2.3.2 Contractor shall notify the Testing Laboratory and Architect of intent to use concrete pumps to place concrete so that mix designs can be modified accordingly. 2.2.3.3 Fly Ash shall not exceed the percentages of the total cementitious material listed in the Concrete Mixes above. 2.2.3.4 Provide 6% air entrainment typical for exterior concrete exposed to freeze-thaw cycles. 2.2.4 Mixing: 2.2.4.1 Equipment: All concrete shall be machine mixed. Provide adequate equipment and facilities for accurate measurement and control of materials. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE I I OF 6 0 0 2.2.4.2 Method of Mixing: 2.2.4.2.1 Transit Mixing: Comply with ASTM C94. Ready mixed concrete shall be used throughout, except as specified below. 2.2.4.2.2 On-Site Mixing: Use only if method of storing material, mixing of material and type of mixing equipment is approved by Architect. Approval of site mixing does not relieve Contractor of any other requirements of Specifications. 2.2.4.2.3 Mixing shall be in accordance. with CBC Section 1905A.8. 2.2.4.3 Mixing Time: After mix water has been added, concrete shall be mixed not less than 1-1/2 minutes nor more that 1- 112 hours. Concrete shall be rejected if not deposited within the time specified. 2.2.4.4 Admixtures: 2.2.4.4.1 Air entraining and chemical admixtures shall be charged into mixer as a solution and shall be dispensed by an automatic dispenser or similar metering device. Powdered admixtures shall be weighed or measured by volume as recommended by manufacturer. Accuracy of measurement of any admixture shall be within plus or minus 3%. 2.2.4.4.2 Two or more admixtures may be used in same concrete, provided such admixtures are added separately during batching sequence, and provided further that admixtures used in that combination retain full efficiency and have not deleterious effect on concrete or on properties of each other. 2.2.4.5 Retempering: 2.2.4.5.1 Concrete shall be mixed only in quantities for immediate use. Concrete that has set shall be discarded, not retempered. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 12 OF 6 0 0 2.2.4.5.2 Indiscriminate addition of water to increase slump is prohibited. 2.2.4.5.3 When concrete arrives at project with slump below that suitable for placing, concrete shall be rejected. 2.2.4.6 Cold Weather Batching: When temperature is below 40 degrees F or is likely to fall below 40 degrees F during 24 hour period after placing, provide adequate equipment for heating concrete materials. No frozen materials or materials containing ice shall be used. Temperatures of separate materials, including mixing water, when placed in mixer shall not exceed 100 degrees F. When placed in forms concrete shall have a temperature between 50 degrees F and 85 degrees F. 2.2.4.7 Hot Weather Batching: Concrete deposited in hot weather shall have a placing temperature below 85 degrees F. If necessary, ingredients shall be cooled to accomplish this. 2.3 FLOOR LEVELING AND FILL MATERIALS: 2.3.1 Epoxy Concrete Mortar: Floor leveling, non-shrink trowel applied epoxy concrete mortar; TPM 115 General Polymers Corp., A-H Emery Epoxy Topping #170 Anti-Hydro Corp., or approved equal, where areas to fill are less than 114 inch thick. 2.3.2 Concrete Mortar: Floor leveling, patching and repair, non-shrink trowel applied concrete mortar: Master Builders EMBECO 411-A, Euclid EUCO, or approved equal, where areas of fill are greater than 1/4 inch thick. 2.3.3 Cementitious Floor Leveling Material: Shall be self-leveling or trowelable with a minimum 28 day compressive strength of 3000 psi in accordance with ASTM C109. Material shall be equal to Quickrete No. 1249, Ardex V-800/K-55, Mapei "Ultra/Flex" or approved equal. PART 3 - EXECUTION: 3.1 PLACEMENT: 3.1.1 Before any concrete is placed; the following items of work shall have been completed in the area of placing: CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 13 OF 6 • • 3.1.1.1 Forms shall have been erected, adequately braced, cleaned, sealed, lubricated if required, and bulk headed where placing is to stop. 3.1.1.2 Any wood forms other than plywood shall be thoroughly water soaked before placing any concrete. The wetting of forms shall be started at least 12 hours before concreting. 3.1.1.3 Reinforcing steel shall have been placed, tied and supported. 3.1.1.4 Embedded work of all trades shall be in place in the forms and adequately tied and braced. 3.1.1.5 The entire place of deposit shall have been cleaned of wood chips, sawdust, dirt, debris, hardened concrete and other foreign matter. No wooden ties or blocking shall be left in the concrete except where indicated for attachment of other work. 3.1.1.6 Reinforcing' steel, at the time the concrete is placed around it, shall be cleaned of scale, mill scale or other contaminants that will destroy or reduce bond. 3.1.1.7 Concrete surfaces to which fresh concrete is to be bonded shall be brush cleaned to remove all dust and foreign matter and to expose the aggregate, and then coated with bonding adhesive herein specified. 3.1.1.8 Prior to placing concrete for any slabs or grade, the moisture content of the sub grade below the slabs shall be adjusted to at least optimum moisture. 3.1.1.9 No concrete shall be placed until formwork and reinforcement has been approved by Architect. Clean forms of all debris and remove standing water. Thoroughly clean reinforcement and all handling equipment for mixing and transporting concrete. Concrete shall not be placed against reinforcing steel that is hot to the touch. Notify Architect 48 hours in advance of concrete pour. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 14 OF 6 3.1.2 Conveying: handle concrete from mixer to place of final deposit by methods that will prevent separation or lose of ingredients. Deposit concrete in forms as nearly as practicable at is final position in a manner which will ensure that required quality is obtained. Chutes shall slope not less than 4 inches and not more than 6 inches per foot of horizontal run. 3.1.3 Depositing: Deposit concrete into forms in horizontal layers not exceeding 24 inches in thickness around building, proceeding along forms at a uniform rate and consolidating into previous pout. In no case shall concrete be poured into an accumulation of water ahead of pour, nor shall concrete be flowed along forms to its final place of deposit. Fresh concrete shall not be permitted to fall from a height greater than 6 feet without use of adjustable length pipes or, in narrow walls, of adjustable flex hose sleeves. Concrete shall be scheduled so that placing is a continuous operation for the completion of each section between predetermined construction joints. If any concreting operation, once planned, cannot be carried on in a continuous operation, concreting shall stop at temporary bulkheads, located where resulting construction joints will least impair the strength of the structure. Location of construction joints shall be as shown on the drawings or as approved by Structural Engineer. The rate of rise in walls shall not be less than 2 feet per hour. 3.1.3.1 Consolidation: Concrete shall be thoroughly compacted and worked to all points with solid continuous contact to forms and reinforcement to eliminate air pockets and honeycombing. Power vibrators of approved type shall be used immediately following pour. Spading by hand, hammering of forms or other combination of methods permitted. In no case shall vibrators be placed against reinforcing steel or used for extensive shifting of deposited fresh concrete. Provide and maintain standby vibrators, ready for immediate use. 3.1.3.2 Hot Weather Concreting: Unless otherwise directed by the Architect, perform all work in accordance with ACI 305 when air temperature rises above 90 degrees F and the following: 3.1.3.2.1 Mixing Water: Keep water temperature as low as necessary to provide for the required concrete temperature at time of placing. Ice may be required to provide for the design temperature. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 15 OF 6 0 0 3.1.3.2.2 Aggregate: Keep aggregate piles continuously moist by sprinkling with water. 3.1.3.2.3 Temperature of Concrete: The temperature of the concrete mix at the time it is being placed in the forms shall not exceed 85 degrees F. The method employed to provide this temperature shall in no way alter or endanger the design mix or the design strength required. 3.1.3.2.4 Dampen sub grade and formwork before placing concrete. Remove all excess water before placing concrete. Keep concrete continuously wet when air temperature exceeds 90 degrees F for a minimum of 48 hours after placing concrete. 3.1.3.2.5 Protection: Minimize evaporation from concrete in place by providing shade and windbreaks. Maintain such protection in place for 14 days minimum. 1.3.3 Cold Weather Concreting: Follow recommended ACI 306 procedures when air temperature falls below 50 degrees F, as approved by Architect. Concrete placed in freezing temperatures shall have a temperature of not less than 50 degrees F. Maintain this temperature for at least 7 days. No chemicals or salts shall be used to prevent freezing and no accelerating agents shall be used without prior approval from Architect. 3.1.4 Construction Joints: Install only as indicated and noted on Drawings. Joints not indicated on Drawings shall be so located, when approved, as to least impair strength of structure, and shall conform to typical details. Construction joints shall have level tops, vertical sides. Horizontal construction joints shall be thoroughly cleaned and roughened by removing entire surface film and exposing clean aggregate solidly embedded in mortar matrix. Joints between concrete and masonry shall be considered construction joints. Vertical construction joints need not be roughened. See Drawings for doweling and required keys. 3.1.4.1 Roughen construction joints by any of the following methods: 3.1.4.1.1 By sandblasting joint. 3.1.4.1.2 By thoroughly washing joint, using a high- pressure hose, after concrete has taken initial set. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 16 OF 6 Washing shall be done not less that 2 hours nor more than 4 hours after concrete has been poured, depending upon setting time. 3.1.4.1.3 By chipping and wire brushing. 3.1.4.2 All decisions pertaining to adequacy of construction joint surfaces and to compliance with requirements pertaining to construction joints shall be reviewed with the Structural Engineer. 3.1.4.3 Just before starting new pour; horizontal and vertical joint surfaces shall be dampened (but not saturated). 3.1.4.4 Before placing regular concrete mix, horizontal construction joint surfaces shall be covered with a layer of mortar composed of cement and fine aggregate of same proportions as that used in prescribed mix, but omitting coarse aggregate. 3.1.5 Extreme Weather Protection: 1.5.1 Do not place concrete when air temperature is below +50 degrees F or above +90 degrees F (100 degrees F when high-range admixtures are used) at the time of placing or it is likely to go below +50 degrees F or above +90 degrees F (100 degrees F when high-range admixtures are used) before the concrete has had its initial set. Take precautions to assure concrete temperature of +70 degrees F for at least 24 hours, and between +50 degrees F and +90 degrees F for an additional nine days, unless climatic conditions make longer periods of controlled concrete temperature desirable. During cold weather, concrete placement must conform with requirements of "Recommended Practice for Winter Concreting" ACI 306. During hot weather, concrete placement must conform with requirements of "Recommended Practice for Hot Weather Concreting" ACI 305. Submit protective measures proposed for Owners Representative's approval. Do not mix chemicals or other foreign materials with concrete for purpose of preventing freezing or drying out. In freezing weather, use an approved membrane sprayed curing compound in lieu of moist curing. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 17 OF 6 0 0 3.1.5.2 Do not allow concrete to freeze or dry out in cold or hot weather under any circumstances during the curing period. Provide equipment necessary to prevent these two events from happening. Should any concrete either freeze or dry out, it may be required, at the discretion of the Owner's Representative that the concrete in question be removed and replaced with new concrete. 3.1.5.3 Keep permanent temperature record showing date and outside temperatures. Take Thermometer readings at start of work in morning and noon and high-low during night. Record readings obtained. 3.1.5.4 Heating for Cold Weather Concreting: 3.1.5.4.1 Provide and maintain space heaters to provide temporary heat 24 hours a day to protect curing concrete work when outdoor temperatures at site are below +50 degrees F. Distribute space heaters to provide inside temperature of +50 degrees F in parts of building where concrete is being placed or being cured. When temporary heat is required, enclose work with tarpaulins, ballooned at top and bottom so that all sections of work will be maintained at +50 degrees F or higher. Enclosure: Windproof and strong enough to resist weather and wind conditions. Enforce strict fire prevention methods. Take caution to direct heat so that the concrete is not subjected to excessive temperatures or drying out. In place of space heaters for outside form surfaces, vapor- proof blanket insulation may be used, provided that above concrete temperatures are maintained. Provide adequate and tight moisture barriers for at least 5 days to prevent drying of concrete. 3.1.5.4.2 Temporary Heat: Use smokeless and vented hot air unit heaters or steam. Salamanders not permitted. Keep temporary heating equipment properly fueled and attended. 3.1.6 Concrete Slabs on Grade: 3.1.6.1 Exterior concrete slabs on grade shall be poured as required under this Section. Base shall be accurately CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 18 OF 6 • • leveled and dampened (but not saturated) prior to placing of concrete. 3.1.6.2 Typically, interior slabs on grade shall be poured over a two (2) inch thick layer of sand, over a vapor barrier and over a minimum of two (2) inches, unless otherwise indicated, of sand. Lap all joints of vapor barrier a minimum of twelve (12) inches, and seal with manufacturers tape. Seal all penetrations per manufacturers instructions. Repair damaged areas per manufacturers instructions. 3.1.7 Control Jointing - Slabs on Grade: 3.1.7.1 Joints shall be in locations indicated on drawings, or as directed by Architect. 3.1.7.2 Joints in interior slabs shall be made by one of the following methods: 3.1.7.2.1 By use of construction joints laid out in checkerboard pattern; pour and allow alternate slabs to set; fill out balance of checkerboard pattern with second pour. 3.1.7.2.2 By use of dummy groove joints at least 1/4 depth of slab, and at least 1/8 inch wide. These joints may be saw cut as soon as wet concrete can support the weight of the equipment and operator. Delaying saw cutting past this point will make jointing ineffective. 3.1.7.3 Control jointing in exterior paving slabs shall be poured in a checkerboard pattern as described above, but with joint edges tooled to provide a uniform joint at least 3/8 inch in depth. 3.1.7.4 Slab Reinforcing need not be terminated at control joints. 3.1.7.5 Construction and expansion joints shall be counted as control joints. 3.1.8 Expansion Joints - Slabs on Grade: 3.1.8.1 Unless otherwise indicated, use 3/8-inch thick expansion joint filler as indicated in this Specification Section. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE I9 OF 6 • 3.1.8.2 Joints in interior slabs on grade shall be in locations indicated, or, where not indicated, locate joints at uniformly spaced intervals not exceeding 100 feet. 3.1.8.3 Joints in exterior slabs on grade shall be installed at each side of structures, at curb transitions opposite apron joints, at ends of curb returns, at back of curb when adjacent to sidewalk, and at uniformly spaced intervals not exceeding 20 feet unless detail in the plans or specified elsewhere in the Project Manual. 3.1.8.4 Edges of concrete at joints shall be edger finished to approximately 3/8-inch radius. 3.1.8.5 Interrupt reinforcing at all expansion joints. 3.1.9 Score markings on exterior slabs on grade shall be located as indicated. Where not indicated, mark slabs into rectangles of not less than 12 square feet nor more than 20 square feet using a scoring tool which will leave edges of score markings rounded. 3.2 CURING AND PROTECTION: 3.2.1 Curing: Exposed surfaces of all concrete used in structure shall be maintained in a moist condition for at least 7 days after placing. The following final curing processes shall normally be considered to accomplish this. Concrete shall be maintained at not less than 50 degrees F nor more than 100 degrees F for a period of 72 hours after being deposited, per Title 24, Part 2 Section 1 905A. 11. 3.2.1.1 Initial Curing Process - Flat Work: 3.2.1.1.1 Mist Spraying: As soon as troweling of concrete surfaces is completed, exposed concrete shall be sprayed continuously with a special atomizer spray nozzle, capable of producing a fine mist. Spraying shall be done without any dripping of water from nozzle. Amount of spraying shall be such as to maintain surface of concrete moist without any water accumulating on surface. Maintain spraying for a minimum of 12 hours, or until such time as hereinafter described curing process is applied. Mist spraying will not normally CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 20 OF 6 0 0 be required when the ambient air temperature is below 90 degrees F. 3.2.1.2 Final Curing Process - Flatwork: Except as noted, use any of following: 3.2.1.2.1 Water Curing: Concrete shall be kept wet by mechanical sprinklers or by any other approved method that will keep surfaces continuously wet. 3.2.1.2.2 Saturated Burlap Curing: Finished surfaces shall be covered with a minimum of two layers of heavy burlap, which shall be kept saturated during the curing period. 3.2.1.2.3 Curing Compounds: Apply a water based curing compound as indicated in Materials. Membrane curing compounds of chlorinated rubber or resin type conforming to ASTM C309 may be used only if specifically approved by Architect. Use of membrane curing compound will not be permitted on surfaces to be painted, or to receive ceramic tile, membrane waterproofing or hardeners and sealers. Membrane curing compound may be used in areas to receive resilient floor tile, provided it is wax-free, compatible with adhesive used and approved by adhesive manufacturer. Agitate curing compounds thoroughly by mechanical means continuously during use and spray or brush uniformly in accordance with manufacturer's recommendations. Apply immediately following final finishing operation. All curing compounds shall conform to State of California Air Resources Board VOC Regulations. 3.2.1.2.4 Waterproof paper conforming to ASTM C171, or opaque polyethylene film, may be used. Concrete shall be covered immediately following final finishing operation. Anchor paper or film securely and seal all edges in such a manner as to prevent moisture escaping from concrete. 3.2.1.3 Curing Process - Formed Surfaces: Forms heated by sun shall be kept moist during curing period. If forms are to be removed during curing period, curing as described for flatwork shall be commenced immediately. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 21 OF 6 • • 3.2.2 Refer to Drawings for areas of concrete slab not to receive curing compounds or hardening compounds. Where concrete floors are to receive heavy duty coatings, waterproof coatings and the like, verify with coating installer the type of finish required for specified coating. 3.2.3 Protection: Contractor shall be responsible for protection of finished concrete against injury by rain, cold, vibration, animal tracks, marking by visitors, vandalism, etc. 3.2.4 Provide additional curing agents or compounds, not necessarily listed herein, but as recommended and or required for use with shake type hardeners or other special coatings and coverings by their manufacturers for a complete and proper installation. 3.2.5 Conform to ACI 308. Use proposed methods in fabricating sample panel. 3.3 FINISHES: 3.3.1 Formed Surfaces: 3.3.1.1 Rough Form Finish Where Specified in the Plan: Surfaces shall be reasonably true to line and plane with no specified requirements for selected facing materials. Tie holes and defects shall be patched and fins exceeding 1/4 inch in height shall be rubbed down with wooden blocks. Fins and other rough spots at surfaces to receive membrane waterproofing shall be completely removed and the surfaces rubbed smooth. Otherwise, surfaces shall be left with the texture imparted by forms. 3.3.1.1.1 Rough finish shall be used for the following areas: 3.3.1.1.1.1 Below grade and unexposed surfaces. 3.3.1.2 Smooth Sack Finish is the required finish unless noted otherwise in the drawing. 3.3.1.2.1 Smooth Sack Finish shall be used for the following areas: 3.3.1.2.1.1 All surfaces above grade unless otherwise specified. 3.3.2 Flatwork: 3.3.2.1 Unless otherwise indicated or specified, flatwork shall have an integral monolithic finish. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 22 OF 6 L 0 0 3.3.2.2 integral Monolithic Finish: Apply as soon as freshly poured concrete slabs will bear weight of workers. Pour slabs full thickness to finish floor elevations indicated. At proper time, tamp surface repeatedly with a wire mesh or grid tamper in a manner to force aggregate down below surface and to bring sufficient mortar to surface to provide for a smooth coating of cement mortar over entire surface. Allow surface mortar to partially set, then float with wooden floats and finish with one of following, as required: 3.3.2.2.1 Broom Finish: Steel trowel surface to a smooth dense surface free of lines, tool marks, cat faces and other imperfections. After troweling, and before final set, give surface a broom finish, brushing in direction noted on Drawings, or as directed. Broom finish shall be used typically on exterior flatwork except as otherwise indicated or specified and shall be "medium" texture as approved by Architect. 3.3.2.2.2 Smooth Steel Trowel Finish: Apply 2 steel trowelings to obtain hard, smooth surface. All lips, irregularities, uneven levels, etc. shall be worked out before last troweling. All interior flatwork shall have a smooth steel trowel finish unless specified otherwise. Provide a Dry Shake Floor Hardener at all exposed interior slabs including slabs on metal deck smooth steel trowel finish shall also include the trash and can wash enclosure slab areas. 3.3.2.4 Tolerances: 3.3.2.4.1 For tolerances not indicated, refer to ACI 117. 3.3.2.4.2 Finished surfaces of all interior integral finished flatwork shall be sufficiently even to contact a 10' long straightedge with a tolerance of 1/8 inch. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 23 OF 6 0 0 3.3.2.4.3 Finished surfaces of exterior integral finished flatwork shall not vary more than 1/4 inch from a 10' long straightedge, except at grade changes. 3.3.3 Sacked Surfaces: Exposed surfaces that are unacceptable in appearance to the Architect shall be sacked and all exposed concrete surfaces not specified otherwise in the drawings. 3.3.3.1 Prepare concrete surfaces in accordance with the referenced standards. Remove any form release materials by stoning by hand, power grinding or other method approved by the Architect. 3.3.3.2 Prepare concrete surfaces to receive sack finishing with a light sand blasting. 3.3.3.3 For best results, grout application and rubbing should be performed when areas to be treated are shaded and during cool, damp weather. When work is to be performed in hot and dry weather, a fog spray should be available for continuous use. 3.3.3.4 Prepare grout samples for matching of concrete surfaces for approval by the Architect. These shall be made in the following proportions of gray cement to white cement to sand: 1:1:2, 1:2:3, and 2:1:3, etc. until the correct matching color is obtained on the test areas. Sand should be fine enough to pass the Number 30 sieve. Mixes should be made to a good workable consistency in a clean container and the mix with the best color chosen, or modified if needed. 3.3.3.5 Provide sufficient quantities of sand and cement from the same source for the complete work at the job site. 3.3.3.6 Mixing and Application: 3.3.3.6.1 Mixing of grout on the job should be timed for it to be used up within 1 to 1-1/2 hours. 3.3.3.6.2 Let the grout stand 20 to 30 minutes after mixing, and then remixed before applying. 3.3.3.6.3 Soak the concrete surface thoroughly with water at least 15 minutes before applying grout and again just before application so that the surface is. Adequately wet during the operation. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 24 OF 6 0 0 3.3.3.6.4 Apply grout with plasterer's towel or sponge rubber float in sweeping strokes from the bottom up. Brush or spray gun applications may be used when approved by the Architect. 3.3.3.6.5 Work in freshly applied grout vigorously with a sponge rubber float, then let sit until some of its plasticity is gone but not until it loses its damp appearance. At this point it shall be rubbed with clean, dry burlap to remove the excess grout, leaving no visible film on the surface but filling all air holes. 3.3.3.6.6 Keep the surface wet for a day after grouting and sack rubbing are completed. 3.3.3.7 Alternate methods of application and materials shall be subject to the approval of the Architect. 3.4 PATCHING: 3.4.1 Formed Surfaces: 3.4.1.1 Promptly upon removal of contact forms and after concrete surfaces have been inspected, form ties shall be removed and all necessary patching and pointing shall be expertly done. 3.4.1.2 Honeycombed areas shall be removed down to sound concrete, coated with a bonding grout or approved compound and patched using a low shrinkage high bond mortar. Being kept damp for at least 5 days shall cure patched areas. 3.4.1.3 Tie holes shall be cleaned, dampened and filled solid with patching mortar or cement plugs of an approved variety. 3.4.2 Slabs on Grade: After entire slab is finished, shrinkage cracks that may appear shall be patched as follows: 3.4.2.1 Where slab is not exposed or where appearance is not important, cracks larger than 1/32 inch wide shall be filled with cement grout and struck off level with surface. 3.4.2.2 Where slab is exposed and appearance is important, unsightly cracks shall be repaired in a manner satisfactory CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 25 OF 6 0 0 in appearance to Architect. If this cannot be accomplished, concrete shall be considered defective. 3.5 DEFECTIVE CONCRETE: 3.5.1 Defective concrete shall mean any of the following: 3.5.1.1 Concrete not meeting 100 percent of the specified 28-day compressive strength. 3.5.1.2 Concrete exhibiting rock pockets, voids, spalls, streaks, cracks, exposed reinforcing to extent that strength, durability, or appearance is adversely affected. 3.5.1.3 Concrete significantly out of place, line, or level. 3.5.1.4 Concrete not containing the required embedded items 3.5.2 Upon determination that concrete strength is defective: 3.5.2.1 Should cylinder tests fall below minimum strength specified, concrete mix for remainder of work shall be adjusted to produce required strength. Core samples shall be taken and tested from cast-in-place concrete where cylinders and samples indicate inferior concrete with less than minimum specified strength. 3.5.2.1.1 Cores of hardened concrete shall be taken and tested in accordance with ASTM C42 and C39. Number and location of such cores shall be subject to the approval of Architect. 3.5.2.1.2 Cost of core sampling and testing will be paid by the Contractor. 3.5.2.1.3 "500 psi" and "85 percent" reduction in CBC Section 1905A.6.4.1 and 1905A.6.4.4 will not justify low cylinder tests. 3.5.3 Upon determining that concrete surface is defective, Contractor may restore concrete to acceptable condition by cutting, chipping, pointing, patching, grinding, if this can be done without significantly altering strength of structure. Permission to patch defective areas will not be considered a waiver of the right to require removal if patching does not, in the opinion of the Architect, satisfactorily restore quality and appearance. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 26 OF 6 • E 3.5.4 If core tests indicate that concrete is below the strength specified, or if patching does not restore concrete to specified quality and appearance, the concrete shall be deemed defective, and shall be removed and replaced without additional cost to the Owner. 3.5.5 No repair work shall begin until procedure has been reviewed by the Architect and Structural Engineer. 3.6 SURFACE HARDENER AND SEALER: 3.6.1 Seal all exposed flatwork (receiving no other finish product) with clear sealer, except surfaces receiving ceramic tile, quarry tile, poured flooring or other special finishes specified, or as scheduled on the Drawings. 3.6.1.1 Apply sealer in 2 or 3 coats, in accordance with manufacturer's directions, using the maximum quantity recommended. 3.6.1.1.1 Concrete floors must be thoroughly cured for a minimum of 30 days and completely dry before treatment. 3.6.1.1.2 Surfaces to be treated must be clean, free of membrane curing compounds, dust, oil, grease and other foreign matter. 3.6.1.1.3 Upon completion, concrete surfaces shall be clean and without discoloration or traces of excess sealer left on the surface. 3.6.2 Apply a dry shake hardener at all exposed flatwork slabs (receiving no other finish product) as scheduled or indicated in the Drawings. Apply in accordance with the manufacturer's favorably reviewed application instructions and recommendations. A spray- able sealer/hardener may be used at utility areas not normally accessible to the public. 3.7 GROUTING: 3.7.1 Prepare and place grout materials at locations as indicated on the Drawings in accordance with the manufacturer's recommendations and installation instructions. 3.7.2 Pack grout materials solidly between bearing surfaces and bases or plates as indicated and to ensure no voids. CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 27 OF 6 0 0 3.8 ADJUSTING AND CLEANING: 3.8.1 Remove all debris, excess materials, tools and equipment resulting from or used in this operation at completion of work. END OF SECTION CITY OF ROSEMEAD PARK PEDESTRIAN Concrete Work TRAIL 03.300 PAGE 28 OF 6 Section 11.6613 0 Outdoor Fitness Equipment PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: Outdoor Fitness Equipment 1. Supply and Installation of Outdoor Fitness Equipment and associated equipment as designed on the Plans. B. Work installed but not supplied under this section. 1. Division 01.8113 SUSTAINABLE DESIGN REQUIREMENTS (LEED) 2. Division 3.1200 EARTH MOVING 3. Division 3.2131 CONCRETE PAVING 4. Division 3.2181 SYNTHETIC RESILIENT SURFACING 1.02 REFERENCES A. American Society for Testing and Materials (ASTM) 1. ASTM A29 specifications for Carbon Steels SAE 1040 1.03 PRODUCT FURNISHED A. Outdoor Fitness Equipment shall meet the following requirements: 1. All equipment shall be constructed of SAE 1040 High Carbon Steel for superior durability. 2. The joints' weldings are to be at least 215-1/2 inch thick for premium strength. 3. Bearings are to be made of stainless steel with cast steel rollers, not requiring re-lubrication. 4. After fabrication and welding, all metal parts are to be cold galvanized for rust protection and corrosion prevention. 5. All metal parts are to be coated with 3 layers (300-400 microns) of anti-chipping DuPont Powder Coat. 6. An additional layer of polyurethane UV3 (450 microns) is to be applied to all metal parts for ultraviolet protection. 7. Seats and stepping platforms are made of 2 layers of hand-shaped fiberglass for ultimate comfort and temperature control. 1.04 QUALITY ASSURANCE Provide evidence of commitment of quality craftsmanship as demonstrated by the following: A. It shall be the obligation of the Contractor to insure that all criteria are satisfied and the burden or proof of conformance shall rest with the contractor. The Landscape Architect / Project Manager shall be the sole judge of conformance and the Contractor is cautioned that he will be required to Bid and provide a finished product meeting all stated criteria. It is recommended that the contractor or project manager follow an inspection and approval process, as provided by the manufacturer. B. Manufacturer's Qualifications: 1. The product shall be designed and produced at a facility owned and directly supervised by the supplier. The product shall be shipped from a single source. 2. The Manufacture shall have a full time on-staff quality control manager. CITY OF ROSEMEAD PARK PEDESTRIAN Outdoor Fitness Equipment TRAIL STANDARD SPECIFICATIONS 11.6613 PAGE 1 OF 5 • Section 11.6613 • Outdoor Fitness Equipment 1.05 CONTRACTOR PRE-QUALIFICATIONS A. Contractor must hold specific valid California State Contractors license, C-64 Prefabricated Equipment . B. Outdoor Fitness Equipment installation shall be performed by a contractor who is licensed in the state of California, carrying $1 million per occurrence / $2 million aggregate of liability insurance. C. Contractor shall provide a 3 year service Warranty. 1.06 SUBMITTALS A. Comply with requirements in Section 01 33 19 Submittals Schedule. B. Product Data: Within fourteen (14) calendar days after the Contractor has received the Notice to Proceed from Owner, submit: 1. Materials list of items proposed to be provided under this section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements; 3. Manufacturer's recommended installation procedures which, when approved by the Engineer, will become the basis for accepting or rejecting actual installation procedures used on the work. 4. Provide manufactures standard Warranty. 1.07 DELIVERY, STORAGE & HANDLING A. Product Delivery: 1. Deliver materials to job site in an undamaged condition. Unload materials with necessary equipment, store covered out of weather. Customer will Inspect parts within 48 hours of delivery, compare with manufacturer's bill of material, and report any missing or non- conforming parts to manufacturer within this time. 2. Inspect all items for abraded surfaces and other unacceptable deliver conditions. Return damaged or non-conforming items to manufacturer for replacement. 1.08 WARRANTY A. Provide the following warranty 1. The manufacturer shall provide a limited Lifetime Warranty on their product. 2. The manufacturer shall provide a Limited 15-Year Warranty for all metal parts. 3. The manufacturer shall provide a Limited 5-Year Warranty on all seats. PART 2-PRODUCTS 2.01 MANUFACTURERS A. Greenfield Sports Parks, Inc. 310-662-3226. Pricing is available from Playsolution, Westchester, CA Phone 888-215-0842, FAX 320-568-9843 or equal. 2.02 MODEL NUMBERS CITY OF ROSEMEAD PARK PEDESTRIAN Outdoor Fitness Equipment TRAIL STANDARD SPECIFICATIONS 11.6613 PAGE 2 OF 5 • Section 11.6613 • Outdoor Fitness Equipment A. Provide the following Greenfield Fitness Equipment products 1. 2 Person Cross-County Ski Machine # GR2005-1-26 2. 2 Person Air Walker # GR2005-1-23 3. 2 Person Pendulum Machine # GR2005-1-22 4. Rowing Machine # GR2005-1-48 5. 2 Person Seated Arm-Press Machine # GR2005-1-47 6. 2 Person Vertical Bench-Press Machine # GR2005-1-48A 7. Stair Climber # GR2005-1-92 8. Recumbent Stationary Bike # GR2005-1-49 9. 2 Person Leg Curl Machine # GR2005-1-100 10. 2 Person Incline Crunch Benches # GR2005-1-19 11. Stationary Hand & Leg Bike # GR2005-1-30 12. Safety/Announcement Board # GR2007-2-22 2.03 PRODUCT SUBSTITUTIONS A. Substitutions must be approved a minimum of ten (10) days prior to bid. All approved manufacturers shall be notified in writing before the bid date and shall not be allowed to bid without written notification. B. Alternate suppliers must meet the qualifications listed under paragraph 1.03. 2.04 MATERIALS A. The outdoor fitness equipment shall be manufactured with the following materials. 1. All equipment is to be constructed of SAE 1040 High Carbon Steel. 2. Joint welds are to be at least 2/5-1/2 inch thick. 3. Bearings are to be made of stainless steel with cast steel rollers not requiring re- lubrication. 4. All seats and stepping platforms are to be made of 2 layers of hand-shaped fiberglass. 5. After fabrication and welding, all parts are to be cold galvanized for rust protection. 6. All metal parts are to receive three layers (300-400 microns) of DuPont Powder Coat. 7. An additional layer of polyurethane UV3 (450 microns) is to be applied to all metal parts for ultraviolet protection. PART 3 - EXECUTION 3.01 MANUFACTURE'S INSTRUCTTIONS A. Comply with the instructions and recommendations of the outdoor exercise equipment Manufacturer 3.01SURFACE CONDITIONS A. Examine the areas and conditions under which work of this section will be performed. Correct condition detrimental to timely and proper completion of the work. B. No equipment, apparatus of foundation for same shall be placed until location stakes have been inspected and accepted by the Landscape Architect / Project Manager. C. Contractor shall stake or mark locations for all slabs and foundations and shall obtain the approval of the Landscape Architect / Project Manager, prior to commencing any digging. D. Locations shall be adjusted to provide minimum clear distances required from all edges of slabs, trees, irrigation heads or other obstructions. CITY OF ROSEMEAD PARK PEDESTRIAN Outdoor Fitness Equipment TRAIL STANDARD SPECIFICATIONS 11.6613 PAGE 3 OF 5 • Section 11.6613 • Outdoor Fitness Equipment 3.02 CONCRETE WORK A. All concrete work shall conform to the Standard Specifications for Public Works Construction, Latest Edition. B. Contractor shall obtain the approval of all forming, from Landscape Architect / Project Manager, prior to pouring any concrete slabs. Foundation holes shall be inspected and approved by the Landscape Architect / Project Manager, prior to pouring of concrete. 3.03 INSTALLATION A. Outdoor Fitness Equipment and associated equipment shall be installed per the manufactures recommendations. B. Installer must provide proof of General Liability Insurance, Auto Insurance and Workers Compensation. C. Installer must provide proof of being licensed to operate in the state of California with an A General, C-64 license - Prefabricated Equipment. 3.04 TOUCH-UP PAINT A. Galvanizing -all touch-up of galvanized material after welding shall be performed using Galvalloy or Galvicon paint or approve equal and over-painted to match existing. 3.05 CLEAN-UP A. Contactor shall clean-up and legally dispose of all unused materials, excess soil and debris at regular intervals throughout the duration of the work and as directed by the Landscape Architect / Project Manager, at no additional cost to the owner. END OF SECTION CITY OF ROSEMEAD PARK PEDESTRIAN TRAIL STANDARD SPECIFICATIONS Outdoor Fitness Equipment 11.6613 PAGE 4 OF 5 • • Section 11.1704 Synthetic Resilient Surfacing 1 - GENERAL 1.01 SUMMARY A. Section Includes: Synthetic Resilient Surfacing system. 1. Colored mulch Synthetic Resilient Surfacing 2. Cast-in-place Synthetic Resilient Surfacing B. Related Sections: 1. Division 01.8113 SUSTAINABLE DESIGN REQUIREMENTS (LEED) 2. Division 11.6613 OUTDOOR FITNESS EQUIPMENT 3. Division 3.1200 EARTH MOVING 4. Division 3.2131 CONCRETE PAVING 1.02 REFERENCES A. American Society for Testing and Materials (ASTM): 1. ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic Elastomers-Tension. 2. ASTM D624 Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers. 3. ASTM D2047 Standard Test Method for Static Coefficient of Friction of Polish-Coated Floor Surfaces as Measured by the James Machine. 4. ASTM D2859 Standard Test Method for Flammability of Finished Textile Floor Covering Materials. 5. ASTM E303 Standard Test Method for Measuring Surface Frictional Properties Using the British Pendulum Tester. 6. ASTM F1292-04 Standard Specification for Impact Attenuation of Surface Systems. 7. ASTM F1951-99 Standard Specification for Determination of Accessibility of Surface Systems. 1.03 PRODUCTS FURNISHED A. Synthetic Resilient Surfacing Product Requirements: Provide a 2 layer rubber-polyurethane surfacing system which has been designed, manufactured and installed to meet the following criteria: 1. Shock Attenuation (ASTM F1292): a. Gmax: Less than 200. b. Head Injury Criteria: Less than 1000. 2. Flammability (ASTM D2859): Pass. 3. Tensile Strength (ASTM D412): 60 psi (413 kPa). 4. Tear Resistance (ASTM D624): 140%. 5. Water Permeability: 0.4 gal/yd2/second. 6. Accessibility: Comply with requirements of ASTM F1951-00. 1.04 SURFACING CONTRACTOR PRE-QUALIFICATIONS A. Contractor must hold specific valid California State Contractors license (D/12). B. Contractor must have at least 60 installations of exact or similar synthetic resilient surfacing applications. CITY OF ROSEMEAD PARK PEDESTRIAN Synthetic Resilient Surfacing TRAIL 11.1704 PAGE 1 OF 6 • • Section 11.1704 Synthetic Resilient Surfacing C. Contractor must have installed a minimum of 1,750,000 square feet of exact or similar safety surfacing applications. D. Contractor must have been in business in the same safety surfacing industry for at least 3 years. E. Contractor shall submit a list of twenty-five (25) surfacing projects completed with a similar product within the last ten (10) years. List shall include names of project representatives and respective telephone numbers. F. Insurance Requirements: All bidders must carry minimum insurance of $1,000,000 General Liability and $2,000,000 in Excess Liability. The issuing underwriter shall be an "A" rated company. 1.05 SUBMITTALS A. General: Submit listed submittals in accordance with Conditions of the Contract and Division 01 81 13 Submittal Design Requirements for LEED prerequisite B. Product Data: Submit manufacturer's product data and Material Safety Data Sheets (MSDS).and installation instructions. C. Verification Samples: Submit manufacturer's standard verification samples, including approved colors - two samples measuring 2" X 2" minimum in applicable depth. D. Manufacturer's details showing depth of surface system, sub-base materials and edge details. E. Performance Requirements 1. ASTM F1292-04 impact test per applicable critical fall height requirements 2. ASTM F1951-99 wheelchair accessibility test F. Quality Assurance/Control Submittals: Submit the following: 1. Certificate of qualifications of the synthetic resilient surfacing installer. G. Closeout Submittals: Submit the following: 1. Warranty documents specified herein. H. Sample of Insurance Certificate. 1. Statement signed by the Manufacturer of the synthetic safety surfacing, on letterhead, attesting that all materials under this section shall be installed by the Manufacturer's employees and that surfacing installation shall not be performed by anyone other than the Manufacturer. J. Written Guarantee from Manufacturer against all defects in material and/or workmanship (specified herein). Safety Surface shall be warranted for labor and materials for a period of no less than three (3) years. The Surfacing Manufacturer must submit written warranty. 1.06 QUALITY ASSURANCE A. Qualifications: Utilize an experienced installer of synthetic resilient surfacing system, having experience with other projects of the scope and scale of the work described in this section. B. Certifications: Certification by manufacturer that installer is an approved applicator of the synthetic resilient surfacing system. 1.07 DELIVERY, STORAGE & HANDLING A. General: Comply with Division 01 60 00 Product Requirement Section. B. Delivery: Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact. C. Storage and Protection: Store materials protected from exposure to harmful environmental conditions and at a minimum temperature of 40 degrees F (4 degrees C) and a maximum temperature of 90 degrees F (32 degrees C). 1.08 PROJECT/SITE CONDITIONS CITY OF ROSEMEAD PARK PEDESTRIAN Synthetic Resilient Surfacing TRAIL 11.1704 PAGE 2 OF 6 • • Section 11.1704 Synthetic Resilient Surfacing A. Environmental Requirements: Install surfacing system when minimum ambient temperature is 40 degrees F (1 degree C) and maximum ambient temperature is 90 degrees F (32 degrees C). Do not install in steady or heavy rain. 1.09 WARRANTY A. Project Warranty: Refer to Conditions of the Contract for project warranty provisions. B. Manufacturer's Warranty: Submit, for Owner's acceptance, manufacturer's standard warranty document executed by authorized company official. Manufacturer's warranty is in addition to, and not a limitation of other rights Owner may have under contract documents. 1. Warranty Period: pro-rated 5 years from date of completion of work. 2 - PRODUCTS 2.01 MANUFACTURER: A. ProDek Inc. or equal. 2.02.1 MATERIALS FOR WALKWAY A. COLORED MULCH SYNTHETIC RESILIENT SURFACING SYSTEM Proprietary Products/System. ProBound colored mulch synthetic resilient surfacing system shall be a primer 100% Single Component Polyurethane Binding Agent - Methylene Dephenyl Isocyanate (MDI) based binder. All rubber in system will be of a select quality and consistent blend of recycled rubber sizings (shredded styrene butadiene rubber - SBR), free from foreign matter, and 100% single component polyurethane binder to achieve maximum porosity while forming a resilient surface material. Rubber buffing must be organically colored and tested successfully for five (5) year color retention. All rubber shall remain consistent in gradation and size (between 3/8" to 2"). Total surfacing system thickness shall be 1 '/z inches. B. ProBound shall be poured in place and toweled/rolled to provide for a resilient, seamless, porous rubber surface installed over the specified base. The surface shall provide for a single layer system consisting of polyurethane resin mixed with post consumer recycled shredded rubber material derived from recycled tires. It shall be designed, manufactured and installed to meet the performance and quality assurance criteria outlined in part 1.02 C. ProBound colored mulch synthetic resilient surfacing system includes the following: a. Primer: i. Material: Polyurethane. b. Basemat: i. Material: Blend of 100% recycled SBR (styrene butadiene rubber) and polyurethane. ii. Thickness: Shall be 1 1/4" (31.75 mm)] iii. Formulation Components: Blend of strand and granular material. c. Top Surface: i. Material: Blend of colored recycled shredded rubber mulch and polyurethane. ii. Thickness: Shall be Nominal 314" (19.05 mm), iii. Colors: Shall be black, green, beige, gold, brown, and light green. Color combination in any ratio available. CITY OF ROSEMEAD PARK PEDESTRIAN Synthetic Resilient Surfacing TRAIL 11.1704 PAGE 3 OF 6 Section 11.1704 Synthetic Resilient Surfacing iv. Wet Static Coefficient of Friction (ASTM D2047): 0.9. v. Dry Skid Resistance (ASTM E303): 89. vi. Wet Skid Resistance (ASTM E303)-.57. 2.01.2 MATERIALS FOR EXERCISE PADS A. CAST-IN-PLACE SYNTHETIC RESILIENT SURFACING SYSTEM Proprietary Products/Systems. ProDek shall be poured in place and toweled/rolled to provide for a resilient, seamless, porous rubber surface installed over the specified base. The surface shall provide for a single layer system consisting of polyurethane resin mixed with post consumer recycled shredded rubber material derived from recycled tires. It shall be designed, manufactured and installed to meet the performance and quality assurance criteria outlined in part 1.02 B. Colors shall be standard color blends consists of 50% EPDM Color (green, blue, terra cotta, tan) and 50% EPDM Black. All colors to be selected by architect or owner during the submittal process. C. ProDek Cast-in-place synthetic resilient surfacing system shall include the following: a. Primer: i. Material: Polyurethane. b. Basemat: i. Material: Blend of 100% recycled SBR (styrene butadiene rubber) and polyurethane. ii. Thickness: [1 1/4" (31.75 mm)] 11 1/2" (38 mm)] [2" (51 mm)] [2 1/2" (64 mm)] [3" (76 mm)] [3 1/2" (89 mm)] [4" (102 mm)] [5" (127 mm)]. iii. Formulation Components: Blend of strand and granular material. c. Cast-In-Place Top Surface: i. Material: Blend of recycled EPDM (ethylene propylene diene monomer) and polyurethane. ii. Thickness: Shall be Nominal 1/2" (12.7 mm) iii. Wet Static Coefficient of Friction (ASTM D2047): 0.9. iv. Dry Skid Resistance (ASTM E303): 89. v. Wet Skid Resistance (ASTM E303)-.57. 2.03 PRODUCT SUBSTITUTIONS A. Substitutions: With approval by Owner or owner's representative 10 days prior to bid date. 2.04 MIXES A. Required mix proportions by weight: 1. Basemat: 14% polyurethane, 86% rubber. 2. Top Surface: 22% polyurethane, 78% rubber. 3 - EXECUTION 3.01 Installers A. ProDek, Inc. 4530 Brazil St. Los Angeles, CA 90039 or equal. 3.02 MANUFACTURER'S INSTRUCTIONS CITY OF ROSEMEAD PARK PEDESTRIAN Synthetic Resilient Surfacing TRAIL 11.1704 PAGE 4 OF 6 Section 11.1704 Synthetic Resilient Surfacing A. Comply with the instructions and recommendations of the synthetic resilient surfacing manufacturer. 3.02 EXAMINATION A. Site Verification of Conditions: Verify that substrate conditions are suitable for installation of the synthetic resilient surfacing system. B. Do not proceed with installation until unsuitable conditions are corrected. 3.03 PREPARATION A. Finished Grade: Verify that finished elevations of adjacent areas are as indicated on the drawings, that the appropriate sub-grade elevation has been established for the particular safety surface to be installed, and that the subsurface has been installed in a true, even plane, and sloped to drain as indicated in drawings. B. Subsurface Type: Shall be concrete slurry. 1. Subsurface Tolerance: Concrete within 118 inch (3.0 mm) in 10 feet (3050 mm). C. Surface Preparation: Using a brush or short nap roller, apply primer to the substrate perimeter, curbs or slabs that will contact the surfacing system at the rate of 300 ft2/gal (7.5 m21L). 3.04.1 PROBOUND INSTALLATION A. Components of the safety surface system shall be mixed on site in a rotating tumbler to ensure components are thoroughly mixed and are in accordance with manufactures recommendations. B. Primer Application: Using a brush or short nap roller, apply primer to the subsurface of the concrete perimeter and any adjacent vertical barriers such as curbs or sidewalk slabs that will contact the surfacing system. Apply primer to subsurface in small quantities so that impact course can be applied before adhesive dries. C. ProBound Installation: The buffing mix shall be spread, by means of trowel or roller, in a consistent density to specified thickness as specified herein. D. Allow surface to cure for a minimum of 48-72 hours. E. At the end of the minimum curing period, verify that the surface is sufficiently dry and firm to allow foot traffic and use without damage to the surface. F. Do not allow foot traffic or use of the surface until it is sufficiently cured. G. Edges - Surface edges shall be flush with edge of adjacent area or tapered to provide safe transition. Surface shall be sloped to drain as indicated on plans. H. Large Areas - All areas in excess of 2,000 sq. ft. or that require adjacent color pours will have a cold joint or seam due to the nature of the installation process. 3.04.2 PRODEK INSTALLATION A. Do not proceed with synthetic resilient surfacing installation until all applicable site work, including substrate preparation, fencing, and other relevant work, has been completed. A. Basemat Installation: 1. Using screeds and hand trowels, install the basemat at a consistent density of 29 pounds, 1 ounce per cubic foot (466 kg/m3) to the specified thickness. 2. Allow basemat to cure for sufficient time so that indentations are not left in the basemat from applicator foot traffic or equipment. 3. Do not allow foot traffic or use of the basemat surface until it is sufficiently cured. B. Primer Application: Using a brush or short nap roller, apply primer to the basemat perimeter, CITY OF ROSEMEAD PARK PEDESTRIAN Synthetic Resilient Surfacing TRAIL 11.1704 PAGE 5 OF 6 0 • Section 11.1704 Synthetic Resilient Surfacing curbs or slabs that will contact the surfacing system at the rate of 300 ft2/gal (7.5 m2/L). C. Top Surface Installation: 1. Using a hand trowel, install top surface at a consistent density of 58 pounds, 9 ounces per cubic foot (938 kg/m3) to a nominal thickness of 1/2" (12.7 mm). 2. Allow top surface to cure for a minimum of 48 hours. 3. At the end of the minimum curing period, verify that the top surface is sufficiently dry and firm to allow foot traffic and use without damage to the surface. E. Do not allow foot traffic or use of the surface until it is sufficiently cured. 3.05 PROTECTION A. Surface installation crew shall be responsible for the protection of ProBound and Prodek surfaces only during the installation process. Owner and/or Owner's Representative shall be responsible for the protection/security of the ProBound and Prodek surfaces, against pedestrian foot traffic, vandalism, and other construction trades, during the crew's off hours and 48-72 hour curing period upon completion of the installation. B. Any damage to the ProBound or ProDek surfaces shall be repaired at the Owner's and/or Owner Representative's expense. CITY OF ROSEMEAD PARK PEDESTRIAN Synthetic Resilient Surfacing TRAIL 11.1704 PAGE 6 OF 6 • 'irk 2-Person Cross-Country Ski Machine SKU: GR2005-1-26 INVENTORY Cross-Country Ski Machine SKU: GR2005-1-09 2-Person Air Walker SKU: GR2005-1-23 -rfiacf)0-a(4 L GREENFIELD SPORT PARKS, INC. 2004 Yale Street, Suite F, Santa Ana, CA 92704 888-8-FREEGYM (toll free). 877-7-FREEGYM (toll free fax) info@greenfield-sp.com (e-mail), www.greenfield-sp.com (website) 4-Person Upper Body Workout Station SKU: GR20OS-1-22 • Rowing Machine SKU: GR2005-1-91 4-Person Waist Twisting Machine SKU: GR2005-1-46 Page 1 of 5 • E GREENFIELD SPORT PARKS, INC. 2004 Yale Street, Suite F, Santa Ana, CA 92704 888-8-FREEGYM (toll free), 877-7-FREEGYM (toll free fax) info@greenfield-sp.com (e-mail), www.greenfield-sp.com (website) INVENTORY 2-Person Seated Arm-Press Machine SKU: GR2005-1-47 Fly Machine SKU: GR2005-1-08 2-Person Lat Pull-Down Machine SKU: GR2005-1-48 2-Person Vertical Bench-Press Machine SKU: GR2005-1-48A Reverse Fly Machine SKU: GR2005-1-90 Page 2 of 5 2-Person Back Massage SKU: GR2005-1-13 M '~br GREENFIELD SPORT PARKS, INC. 2004 Yale Street, Suite F, Santa Ana, CA 92704 888-8-FREEGYM (toll free). 877-7-FREEGYM (toll free fax) info@greenfield-sp.com (e-mail), www.greenfield-sp.com (website) INVENTORY Stair-Climbing Machine SKU: GR2005-1-92 4-Person Leg Press Machine SKU:GR2005-1-104 Recumbent Stationary Bike SKU: GR2005-1-49 w Seated Leg Extension Machine SKU: GR2005-1-98 2-Person Lying Leg Curl Machine SKU:GR2005-1-100 Upright Stationary Bike SKU: GR2005-1-89 Page 3 of 5 9 GREENFIELD SPORT PARKS, INC. 2004 Yale Street, Suite F, Santa Ana, CA 92704 888-8-FREEGYM (toll free), 877-7-FREEGYM (toll free fax) info@greenfield-sp.com (e-mail), www.greenfield-sp.com (website) INVENTORY Stationary Hand & Leg Bicycle SKU: GR2005-1-30 2-Person Turn-Able Machine SKU: GR2005-1-54 Seated Core Strengthening Machine SKU: GR2005-1-28 2-Person Incline Crunch Benches SKU: GR2005-1-19 2-Person Parallel Bars SKU: GR2007-8-22 Page 4 of 5 2-Level Horizontal Bar SKU: GR2005-1-21 GREENFIELD SPORT PARKS, INC. 2004 Yale Street, Suite F, Santa Ana. CA 92704 888-8-FREEGYM (toll free), 877-7-FREEGYM (toll free fax) ~3y info@greenfield-sp.com (e-mail), www.greenfield-sp.com (website) INVENTORY Hand Pusher Machine SKU: GR2005-1-05 Shoulder & Neck Massage Chair SKU: GR2005-1-07 2-Person Tai Chi Grind Machine SKU: GR2005-1-04 Currently we carry 28 pieces of equipment... and there is more on the way. Available color combinations include Red+Black+Yellow and Green+Black+Yellow. Click here to contact us for an estimate or to schedule a live demonstration. Page 5 of 5 Feet & Back Massage SKU: GR2005-1-11 g44ac. weM 3 Del Terra Group • • Estimate Date Estimate # 6/5/2008 2 Customer Job Chris Marcarello DlKeWeUestrlan Trail 13181 Crossroads Parkway North, Suite 200 City of Industry, CA 91746 626-839-9300 #717615 Chris Marcarello City of Rosemead Description Qty Rate Amount Fine grading for roadbed Item, per SF 26,300 1.38 36,294.00 Clear & grub large area, no disposal Item, per SF 26,300 0.35 9,205.00 Striping, thermoplastic, while, 4 in. Item, per LF 4,500 1.88 8,460.00 Workout, synthetic surface. Turf, 2 layer Item, per SF 1,800 10.96 19,728.00 Workout equipment. Outdoor, equipment Item, per Ea 12 2,410.50 28,926.00 Irrigate large areas. Relocate irrigation & Landscape Item, per SF 8,250 1.21 9,982.50 Slurry. flat plane, 2 in. depth Item, per SF 10,520 3.56 37,451.20 Sidewalks and concrete finishes. Concrete walk, 4 in., broom finish Item, per SF 15,780 5.30 83,634.00 Curbs and gutters. Concrete curb for A/C Rubber Pad Item, per LF 180 13.28 2,390.40 Specialty fixtures. Drinking fountain, free standing Item, per FIX 2 1,276.93 2,553.86 "Project Subtotal 238,624.96 5.00% Overhead 1 11,931.25 11,931.25 PWCM Services 1 25,055.62 25,055.62 10.00% Profit 1 27,561.18 27,561.18 `Markup Charges 64,548.05 `Project Total 303,173.01 Total 303,173.01