Loading...
1996-0806_PARSANS CONSTRUCTION COMPANY_Contract & Specifications CITY OF SAN JUAN CAPISTRANO COUNTY OF ORANGE STATE OF CALIFORNIA SPECIFICATIONS AND CONTRACT DOCUMENTS I-5 SOUNDWALLS ADJACENT TO SAN JUAN ELEMENTARY SCHOOL AND CASITAS CAPISTRANO Members of the City Council WYATT HART, MAYOR GIL JONES CAROLYN NASH COLLENE CAMPBELL DAVID SWERDL1N CITY MANAGER GEORGE SCARBOROUGH DIRECTOR OF ENGINEERING AND BUILDING WILLIAM M. HUBER AUGUST 1996 TABLE OF CONTENTS I-5 FREEWAY SOUNDWALLS ADJACENT TO SAN JUAN ELEMENTARY SCHOOL AND CASITAS CAPISTRANO TITLE PAGE CONTRACT DOCUMENTS Notice Inviting Bids 1 - Bid Proposal 3 Schedule of Work Items 6 Non-Collusion Affidavit 7 Designation of Sub-Contractors 8 Instructions to Bidders 9 Bid Bond BB-1 Performance Bond PB-1 Labor & Material Bond LM-1 CONTRACT Contract 1-4 SPECIAL PROVISIONS Work to be Done SP-1 Section 1 Standard Specifications SP-1 Section 2 Terms Defined SP-2 Section 3 Flow and Acceptance of Water SP-3 Section 4 Water SP-3 Section 5 Insurance and Overhead Costs SP-3 Section 6 Protection of Existing Utilities SP-3 Section 7 Protection of Private Property SP-3 Section 8 Construction Zone and Access SP-4 Section 9 Pre-Construction Coordination Meeting SP-4 Section 10 National Pollutant Discharge Elimination System SP-5 Section 11 Preservation of Survey Monuments SP-5 Section 12 Monumentation Identification SP-6 Temporary Construction Easement Project Schedule Form TABLE OF CONTENTS - CONTINUED I-5 FREEWAY SOUNDWALLS ADJACENT TO SAN JUAN ELEMENTARY SCHOOL AND CASITAS CAPISTRANO TITLE PAGE DETAIL SPECIFICATIONS AND METHOD OF PAYMENT Bid Item 1 & 6 Project Survey DS-1 - Bid Item 2 & 7 Reestablish Centerline Ties and Monuments DS-1 Bid Item 3 City Notification Signs DS-1 Bid Item 4 Soundwall Adjacent to San Juan Elementary School DS-1 Bid Item 5 Soundwall Adjacent to Casitas Capistrano DS-2 Bid Item 8 Soundwall Adjacent to Casitas Capistrano DS-2 ARCHITECTS SPECIFICATIONS Section 01401 Testing, Inspection, Laboratory Services 1-7 Section 03100 Formwork 1-5 Section 03200 Reinforcing 1-5 Section 04200 Concrete Unit Masonry 1-7 I-5 FREEWAY SOUNDWALLS ADJACENT TO SAN JUAN ELEMENTARY SCHOOL AND CASITAS CAPISTRANO NOTICE INVITING BIDS Public notice is hereby given that the City of San Juan Capistrano will, up to 3:00 p.m., on the 12th day of September 1996, receive sealed proposals or bids for the I-5 Freeway Soundwalls Adjacent to San Juan Elementary School and Casitas Capistrano in accordance with the approved Plans, Specifications, Special Provisions, and the Standard Specification for Public Works Construction, 1994 Edition, including all supplements therefore, on file in the office of the City Clerk of the Cityof San Juan Capistrano, California. Bids will be received until the time hereinbefore stated at the City Clerk's Office, San Juan Capistrano City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. No bid will be received unless it is made on a proposal provided within these specifications. Each proposal or bid must be accompanied by a certified check, cash, cashier's check, or bidder's bond payable to the City of San Juan Capistrano in the sum of not less than ten percent of the total bid amount. The bid check, cashier's check or bidder's bond of the successful bidder will be forfeited to the City of San Juan Capistrano in the event such successful bidder fails to enter into the required contract within 15 days after the written notice that said contract has been awarded to him for the work. A pre-bid conference is scheduled at 2:00 p.m. on the 4th day of September, 1996, at the City offices. The contractor shall have the opportunity for clarification or interpretation of any point or points of question within the plans and contract documents or specifications. It is the contractor's responsibility to be in attendance at this conference to receive any information disclosed during the proceedings, for the City of San Juan Capistrano shall not disseminate any records of the conference. Exclusive of written addenda and this pre-bid conference, the City of San Juan Capistrano shall not be responsible for any instructions, explanations, or interpretation of the plans, specifications, and contract documents presented to the bidders in any manner. The successful bidder, simultaneously with the execution of the contract, will be required to furnish a Faithful Performance Bond equal in the amount of one-hundred percent (100%) of the contract price. The surety bond company must be selected from among the surety companies set forth in the Standard Specifications. The City Council reserves the right to reject any and all bids received and to compare the relative merits of the respective bids and to choose that, which in the opinion of the City of San Juan Capistrano, will best serve the interests or needs of the City of San Juan Capistrano. 1 A time limit of Sixty (60) calendar days has been set for the completion of the work, from the date of the Notice to Proceed. BIDDERS ARE HEREBY NOTIFIED THAT, pursuant to the Labor Code of the State of California, copies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the office of the City Clerk and shall be made available to any interested party on request. Copies of plans and specifications are on file in the office of the City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California. Copies of the plans and specifications for use in preparing bids may be obtained at the Office of the City Clerk, San Juan Capistrano, at the address shown above. One set of plans and specifications is available for each general contractor proposing to submit a bid for said work. A charge in the amount of$30, non-refundable, is required for obtaining each set of plans and specifications. There will be a $5 charge for postage and handling on all plans and specifications mailed. Each bidder shall state the California Contractor's License Number and Classification of such bidder so bidding, as no bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the laws of the State of California relating to the licensing of Contractors. This Notice is hereby given and published by order of the Councilmembers of the City of San Juan Capistrano and is dated this day of /4{49 11 /9'94 CITY CLE' CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA 2 BID PROPOSAL For the: I-5 FREEWAY SOUNDWALLS ADJACENT TO SAN JUAN ELEMENTARY SCHOOL AND CASITAS CAPISTRANO From: Contractor, License No. & Classification To the Members of the City Council City of San Juan Capistrano Gentlemen: The undersigned, as bidder, declares that he has carefully examined the location of the proposed work as described, examined the Plans, Specifications, Special Provisions, and the Standard Specifications for Public Works Construction, 1994 Edition, including all supplements therefore, read the Instructions to Bidders, and is familiar with all proposal requirements, and hereby proposed and agrees, if the proposal is accepted, to complete the said construction in accordance with the Contract Documents, as defined in Section 1-2 of the Standard Specifications, in the time stated herein, for the unit price or lump sum given on the following pages of this proposal, amounting to a total base bid (Bid Items 1-5) of: Words Figures Said amount to include and cover all taxes, the furnishing of all materials, the performing of all the labor requisite or proper and the providing of all necessary machinery, tools, apparatus, and other means of construction; also, the performance and completion of all the work in the manner set forth, described and shown in the Specifications or the drawings for the work. The undersigned, as bidder, also agrees that at the City's option, before the contract is awarded, the following work items may be added to the base project bid at the cost stated; Additive Alternate No. 1 (Bid Items No. 6-8): Words Figures 3 If the contract is awarded, the undersigned agrees to enter into a contract with the City of San Juan Capistrano and to commence work within fifteen (15) calendar days from the date of execution thereof, and to diligently prosecute the work to completion before the expiration of Sixty (60) calendar days. All bids are to be computed on the basis of the given Estimated Quantities of Work, as indicated in this proposal, times the unit prices as submitted by the bidders. In case of discrepancy between words and figures, the words shall prevail. In case of discrepancy between unit prices and the extension thereof, the unit price shall prevail and bids will be computed as indicated above and compared on the basis of corrected totals, given solely as a basis for comparison of bids. It is understood that the City does not expressly, nor by implication, agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any item or portion of the work or to omit portions of the work as may be deemed expedient by the Engineer. It is also understood by Bidder that the City of San Juan Capistrano has the right to reject this proposal or to award a contract to the undersigned at the prices stipulated. If the proposal is rejected, then any check or cashier's check shall be returned to the undersigned within thirty (3 0) days. No bid bonds will be returned. If the proposal is accepted and the undersigned fails to enter into a contract within fifteen (15) days after the agreement is delivered to him for signature, or within such further time as may be granted by the Members of the City Council, then said check shall be cashed or said bond declared forfeit and an amount equal to the difference between the lowest bid and the next lowest bid who will execute a contract shall be paid into the treasury of the City of San Juan Capistrano as liquidated damages for the failure of the undersigned to comply with the terms of this proposal. Accompanying this proposal is (Insert "$ cash," cashier's check, certified check or bidder's bond on the forms from pages BB-1 and BB-2 of these Contract Documents, as the case may be), in an amount equal to at least ten percent (10%) of the total base bid. 4 The following is the name and place of business of the surety company which will furnish the required bonds as surety if the work is awarded to the undersigned: Licensed in accordance with an act providing for the registration of contractors -- License No. and Classification Signature of Bidder: (If an individual, so state. If a firm or co-partnership, state the firm name and give the names of all individual co-partners composing the firm: President, Secretary, Treasurer, and Manager thereof.) Dated: Business Address Dated: Telephone Number Further, the undersigned bidder certifies that he has thoroughly checked the figures set forth in this proposal,that they are correct to the best of his knowledge and that they constitute his proposal for the work called out herein. Dated: Signature of Bidder Dated: Telephone Number 5 SCHEDULE OF WORK ITEMS I-5 FREEWAY SOUNDWALLS ADJACENT TO SAN JUAN ELEMENTARY SCHOOL AND CASITAS CAPISTRANO Item Approximate Work Items With Unit Price Unit Price Total Amount Quantity (Written in Words) (In Figures) 1 L.S. Project survey for the lump sum price of_ dollars. $ 2 L.S. Reestablish centerline ties and monuments for the lump sum price of dollars. $ 3 2 Ea. Provide City notification signs for the unit price of dollars per each. $ $ 4 7813 S.F. Soundwall adjacent to San Juan Elementary School for the unit price of dollars per square foot. $ $ 5 2518 S.F. 312 lineal feet of soundwall adjacent to Casitas Capistrano for the lump sum price of dollars. $ $ Total Base Bid Price (Bid Items 1-5, enter here and on Page 3) Words Figures 6 L.S. Project survey for the lump sum price of_ dollars. $ 7 L.S. Reestablish centerline ties and monuments for the lump sum price of dollars. $ 8 656 S.F. 81 lineal feet of soundwall adjacent to Casitas Capistrano for the lump sum price of dollars. $ $ Total Additive Alternate No. 1 Price (Bid Items 6-8, enter here and on Page 3) Words Figures Total Bid Price (Enter here and on Page 3) Words Figures 6 NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID STATE OF CALIFORNIA ) ) SS. County of ) , being first duly sworn deposes and says that he is of , the party making the foregoing bid; that such bid is not made in the interest of or on behalf of any undisclosed person, partnership, company, association, organization or corporation; that such bid is genuine and not collusive or sham; that said 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 bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that said bidder has not in any manner, directly or indirectly, sought by agreement, communication or conference with anyone to fix the bid price of said bidder or of any other bidder, or to fix the bid price of or cost element of such bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in such bid are true; and further, that said bidder has not directly or indirectly, submitted his 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 in connection therewith, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof; or to any other individual except to any person or persons as have a partnership or other financial interest with said bidder in this general business. DATED: SIGNATURE On this the day of , 19 , before me, the undersigned, a Notary Public in and for said State, personally appeared , personally known to me/proved to me on the basis of satisfactory evidence, to be the person(s) whose name(s) subscribed to the within instrument, and acknowledge that executed it. WITNESS my hand and official seal. Notary Public in and for said State 7 DESIGNATION OF SUB-CONTRACTORS Submit with Proposal. In compliance with the Provisions of Section 4100-4107 of the Government Code of the State of California as amended, the undersigned certifies that he has used the sub-bids of the following listed sub-contractors in making up his bid, and that the sub-contractors listed will be used for the work for which they bid, subject to the approval of the Engineer, and in accordance with the applicable provisions of the Specifications. It is understood and agreed that all those portions of the work called for in the contract documents for which a sub-contractor is not listed will be performed by the undersigned through his forces. If no sub-contractors are listed, all bonds and insurance will be written in the name of the general contractor only. Item of Work Sub-contractor License No. Address Phone & Classification 1. 2. 3. 4. 5. 6. 7. 8. BIDDER'S NAME AUTHORIZED SIGNATURE 8 INSTRUCTION TO BIDDERS Securing Documents Plans, Specifications and other contract documents will be available for examination without charge and copies may be secured in accordance with the "Notice Inviting Bids." Examination of Plans. Specifications and Site of Work The bidder is required to examine the site of work, the Proposal, the Plans and the Specifications, Special Provisions, and the Standard Specifications for Public Works Construction, 1994 Edition including all supplements, very carefully. He shall satisfy himself as to the character, quality and quantities of the work to be performed, the materials to be furnished and the requirements of the Contract Documents. The plans for the work show conditions as they are believed to exist, but it is not to be inferred that all the conditions as shown thereon are actually existent, nor shall the City of San Juan Capistrano or any of its officers or agents be liable for any loss sustained by the contractor as a result of any variance between conditions shown on the plans and actual conditions revealed during examination or progress of the work. The submission of a proposal shall be prima facie evidence that the bidder has made such an examination. Interpretation of Drawings and Documents If any bidder should find discrepancies in, or omissions from the drawings, specifications or other proposed contract documents, or if he should be in doubt as to the true meaning of any part thereof, he shall at once make a written request to the Engineer for correction, clarification or interpretation of the point or points in question. The person submitting such a request shall be responsible for its prompt delivery. In the event that the Engineer receives such a request and it should be found that certain essential information is not clearly and fully set forth, or if the Engineer discovers errors, omissions, or points requiring clarification in the drawings or documents, a written addendum will be mailed to each person to whom a set of contract documents has been delivered. The City of San Juan Capistrano will not be responsible for any instructions, explanations or interpretations of the documents presented to bidders in any manner other than written addendum. Addenda or Bulletins The effect of all addenda to the contract documents shall be considered in the bid and said addenda shall be made a part of the contract documents and shall be returned with them. Before submitting his bid, each bidder shall inform himself as to whether or not any such addenda have been issued, and failure to cover in his bid any such addenda issued may render his bid invalid and result in its rejection. 9 Disqualification of Bidders No person, firm or corporation shall be allowed to make, file or be interested in more than one bid for the same work unless alternate bids are called for. A person, firm or corporation who has submitted a sub-proposal to a bidder, or who has quoted prices on materials to a bidder, is not hereby disqualified from submitting a bid in his own behalf Proposals Bids to receive consideration shall be in accordance with the following instructions: A. Bids shall be made only upon the forms provided within these specifications; all bid items shall be properly filled out; bid prices shall be stated both in words and in figures; and the signatures of all persons signing shall be in longhand. Where there is a conflict in the words and the figures, the words shall govern. B. All prices and notations must be in ink or typewritten. No erasures will be permitted. Mistakes may be crossed out and corrections typed or written in ink adjacent thereto and must be initialed in ink by the person or persons signing the bid. C. Bids shall not contain any recapitulation of the work to be done. Alternate proposals will not be considered except as required hereinabove. No oral, telegraphic or telephonic proposals or modifications will be considered. D. The City of San Juan Capistrano may require any bidder to furnish a statement of his experience, financial responsibility, technical ability, equipment and references properly and fully filled out. E. Each bidder shall list his proposed sub-contractors on the form accompanying the proposal in accordance with the provisions of the specifications. F. Each bidder must accompany his bid with either a cashier's check upon some responsible bank, or a properly certified check upon such bank, or an approved corporate surety bond payable to the City of San Juan Capistrano for such a sum of not less than ten percent (10%) of the aggregate sum of the bid, which check or bond and the monies represented thereby shall be held by the City of San Juan Capistrano as a guarantee that the bidder, if awarded the contract, will in good faith enter into such contract and furnish the required bonds. The bidder agrees that, in case of his refusal or failure to execute said contract and give bonds within the time required by these documents, such check or bond, and the money represented thereby, shall remain the property of the City of San Juan Capistrano and, if the bidder shall fail to execute said contract, said surety will pay to the City of San Juan Capistrano the damages which the City of San Juan Capistrano may suffer by reason of such failure not exceeding the sum of ten percent (10%) of the amount of the bid. A bid received and not accompanied by such cashier's check, certified check or approved bond shall be rejected. 10 G. Bids shall be delivered to the City of San Juan Capistrano at the location stipulated on or before the day and hour set for the opening of bids, as hereinbefore specified in the "Notice Inviting Bids." Bids shall be enclosed in a sealed envelope bearing the title of the work, the name of the bidder, bid opening date and time of bid opening. Licensing of Contractor All persons, firms, partnerships or corporations shall be licensed in accordance with the Business and Professions Code of the State of California and the applicable ordinances of the City and County before doing any work of any kind. Withdrawal of Bids Any bidder may withdraw his bid in person or by written request at any time prior to the scheduled closing time for receipt of bids. Opening of Bid Proposals The City of San Juan Capistrano will, in open session, publicly open, examine and declare the bids at the time set forth in the "Notice Inviting Bids." Bidders or their authorized representatives are invited to be present. Award of Contract or Rejection of Bids No bidder may withdraw his bid for a period of forty-five (45) days after the date set for the opening of bids. The contract for the work will either be awarded or the bids rejected within the forty-five (45) days from the date set for the opening of bids. The contract for the work will be awarded to the lowest responsible bidder complying with these instructions and with the "Notice Inviting Bids." The City of San Juan Capistrano, however, reserves the right to reject any or all bids and to waive mere informalities, minor technical errors or irregularities, obvious clerical errors or erasures. The bidder to whom the award is made shall execute two copies of the written contract with the City of San Juan Capistrano and furnish the stipulated bonds, insurance and bid breakdown within fifteen (15) days after the bid opening date. The contract shall be made in the form adopted by the City of San Juan Capistrano. The release of the successful bidder's surety deposit, as previously stipulated (page 5), shall be made upon the City of San Juan Capistrano's acceptance of the Labor and Materials Bond and the Faithful Performance Bond. 11 If the bidder to whom the award is made fails to enter the contract as herein provided, the award may be annulled and an award may be made to the next lowest responsible bidder; and such bidder shall fulfill every stipulation embraced herein, as if he were the party to whom the first award was made. A corporation to which an award is made shall furnish evidence of its corporate existence and evidence that the officer signing the contract and bonds for the corporation is duly authorized to do so. Bonds The successful bidder, simultaneously with the execution of the Agreement, will be required to furnish a Labor and Material Bond in a sum not less than one hundred percent (100%) of the total amount payable by the terms of the contract and a Faithful Performance Bond in a sum not less than one hundred percent (100%) of the amount of the contract, Said bonds shall be secured from a surety company selected from the surety companies set forth in the standard specifications. Bonds must be submitted on the forms contained in these specifications. Time Performance The work shall be commenced within fifteen (15) calendar days from the date of issuance of the Notice to Proceed and shall be diligently prosecuted until completion. A time limit of Sixty (60) calendar days from the date specified in the Notice to Proceed has been set for completion of the work. The bidder's attention is directed to the specifications as to provisions for extension of time of completion and/or assessment of liquidated damages. Assignment of Contract No assignment by the Contractor of any contract to be entered into hereunder or any part thereof, or of funds to be received thereunder by the Contractor, will be recognized by the awarding authority unless such assignment has had prior approval of the awarding authority and the surety has been given notice of such assignment in writing and has consented thereto in writing. Workmen and Wages Attention is specifically directed to all provisions of the Labor Code of the State of California with regard to workmen and wages. Wages shall not be less than prevailing wage rates determined by the City of San Juan Capistrano pursuant to said Code and as listed in the "Notice Inviting Bids." Construction Permits It shall be the Contractor's responsibility to obtain all necessary permits, bonds and insurance, as required, for the completion of the project. No extra compensation shall be made therefore. 12 BID BOND NOW ALL MEN BY THESE PRESENTS, that we, as PRINCIPAL, and as SURETY, hereinafter called Surety, are held and firmly bound unto the CITY OF SAN JUAN CAPISTRANO, Obligee, hereinafter called City, in the sum of $ for payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally fairly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas the Principal has submitted the accompanying bid dated 19 , for the construction of for the City of San Juan Capistrano, Orange County, California. NOW, THEREFORE, if the Principal shall not withdraw said bid within thirty (30) days after the opening of same, and shall, within fifteen (15) days after the agreement has been presented to him for execution, enter into a written contract with the City in accordance with the bid as accepted, and if the Principal shall give the required bond with good and sufficient sureties, or sureties for the faithful performance and proper • fulfillment of such contract and for the protection of laborers and materialmen or in the event of the withdrawal of said bid within the periods specified, or the failure to enter into said contract and give said bond within the time specified, if the Principal shall within sixty (60) days after request by the City, pay the City the difference between the amount specified in said bid and the amount for which the City may procure the required work and/or supplies if the latter amount be in excess of the former, :hen the above obligation shall be void and of no effect, otherwise to remind in full force and virtue. FURTHER, as a part of the obligation secured hereby, and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. BB-1 IN WITNESS WHEREAS, the above-bounded parties have executed this instrument under their several seals this day of 19 - , the name and corporate seal of each corporate party being affixed hereto and these presents duly signed by its undersigned representative pursuant to authority of its governing body. Two Witnesses (If Individual) PRINCIPAL BY ATTEST (If Corporation) Corporate Seal SURETY BY Title • ATTEST Title AP VEDA O M: City Attorney Page 2 - Bid Bond BB-2 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That as Principal, hereinafter called CONTRACTOR, and hereinafter called SURETY, are held and firmly bound unto the City of San Juan Capistrano, as Obligee, hereinafter called CITY, in the amount of Dollars for payment - whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, fairly by these presents. WHEREAS, Contractor has by written agreement dated , entered into a (describe agreement) which contract is by reference made a part hereof. NOW, THEREFORE, the condition of this obligation is such that, if Principal • shall promptly and faithfully perform said agreement, then this obligation shall be null and void; otherwise it shall remain in full force and effect. Surety wars whatever legal right it may have to require that a demand be made first against the principal in the event of default. BE IT FURTHER RESOLVED, that: 1. As a part of the obligation secured hereby, and in addition to the face amount specified, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. PB-1 2. Said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or modification of the contract documents or of the - - work to be performed thereunder, shall in any way affect its obligations or this bond, and it does hereby waive notice of any such change, extension of time, alteration, or modification of the contract documents or of work to be performed thereunder. Executed this day of 19 , at , California. APPROVED AS TO FORM: (NOTARIZATION AND SEAL) City Attorney (NOTARIZATION AND SEAL) Page 2 - PERFORMANCE BOND PB-2 LABOR AND MATERIALS BOND KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the City of San Juan Capistrano, a municipal corporation of Orange County, California, has awarded to , License No. hereinafter designated as "Principal", a contract for • ; and WHEREAS, said Principal is required to furnish a bond in connection with the said contract providing that if said Principal, or any of his or its sub-contractors, shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the Surety or this bond will pay the same. NOW, THEREFORE, we Principal, and as Surety are held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of DOLLARS ($ ), lawful money of the United States of America, for payment of which sum well and truly to be made we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that, if said Principal, his or its heirs, executors, administrators, successors or assigns, or sub-contractors, shall fail to pay for any materials, provisions, provender, or teams, or other supplies or equipment used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor as required by the provisions of Title 1, Division 5, Chapter 3 of the Government Code of California as amended, :hat the Surety will pay for the same in an amount not exceeding the sum specified in this bond and also in case suit .s brought upon the bond, a reasonable attorney's fee to be fixed by the court. This bond LM-1 shall inure to the benefit of any and all persons, companies and corporations entitled to file claims under said act, so as to give a right of action to them or their assigns in any _ _ suit brought upon this bond. FURTHER, the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed thereunder. As a part of the obligation secured hereby, and in addition to the face - amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. IN WITNESS WHEREOF three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and Surety herein named on the day of 19 . The name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representatives pursuant to authority of its governing body. PRINCIPAL By SURETY By APPROVED AS TO FOR a. 'X CITY ATTORNEY Page 2 - Labor &c Materials Bond LM-2 CONTRACT This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as "CITY" and - hereinafter referred to as "CONTRACTOR." IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: FIRST. CONTRACT DOCUMENTS. The contract documents shall be considered to include the Notice Inviting Bids, the Instructions to Bidders, the Proposal, the Bid Bond, the Non-Collusion Affidavit, the Designation of Sub-Contractors, the Contract which is prepared for execution by the CITY and the CONTRACTOR. Plans, Specifications and Special Provisions, the Standard Specifications for Public Works Construction_ 1994 Edition, including all Supplements, Contract Bonds, Resolutions adopted by the CITY pertaining to the work, insurance policies and certificates, and any supplemental written agreements amending or extending the scope of the work originally contemplated that may be required to complete the work in a substantial and acceptable manner. SECOND. THE WORK. CONTRACTOR agrees to furnish all tools, labor, material, equipment, transportation, and supplies necessary to perform and complete in good and workmanlike manner the construction of I-5 Freeway Soundwalls Adjacent to San Juan Elementary School and Casitas Capistrano in strict conformity with the Plans, Specifications and all other contract documents, which documents are on file at the Office of the City Clerk, City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. THIRD. PAYMENT. CITY agrees to pay, and CONTRACTOR agrees to accept, the lump sum adjusted for variations of quantities, at the prices designated in bid proposal at the time and in the manner set forth in the Specifications. FOURTH. COMMENCEMENT AND COMPLETION OF THE WORK. CONTRACTOR agrees to begin and complete the work within the time specified in the Notice Inviting Bids. It is agreed that it would be impractible and extremely difficult to fix the actual amount of damages, and loss sustained by CITY, should CONTRACTOR fail to complete the work in the specified time; therefore, 1 CONTRACTOR shall pay CITY, as liquidated damages, not in the nature of a penalty, Two Hundred Fifty Dollars ($250) per calendar day for each day delayed; provided that extensions of time with waiver of liquidated damages, may be granted as provided in the Specifications. FIFTH. PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment of all labor and material used under this contract, as required by the laws of the State of California, on forms approved by the CITY. The Performance Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and shall be conditioned on full and complete performance of the contract, guaranteeing the work against faulty workmanship and materials for a period of one (1) year after completion and acceptance. The Labor and Material Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and shall be conditioned upon full payment of all Labor and Material entering into or incidental to the work covered by this contract. CONTRACTOR agrees to furnish the bonds on the forms found within the Specifications. CONTRACTOR agrees to pay CITY such sum as the Court may judge as reasonable for the legal services of any attorney representing the CITY in any action brought to enforce or interpret the obligations of this agreement, and such sums shall be made a part of any judgment in such action against CONTRACTOR if such action is determined in favor of said CITY. The required Performance, Labor and Materials Bonds, and Bid Bond shall provide that the surety shall pay attorney's fees incurred by CITY in enforcing this agreement. SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor Code of the State of California, copies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the Office of the City Clerk, 32400 Paseo Adelanto, San Juan Capistrano, California, and are hereby incorporated and made a part hereof. CONTRACTOR agrees that he, or any SUB-CONTRACTOR under him, shall pay not less than the foregoing specified prevailing rates of wages to all workmen employed in the execution of the contract. 2 SEVENTH. INSURANCE. CON TRACTOR shall maintain at all times during this contract liability and property damage insurance naming the CITY and its elected and appointed officials as a named insured,which such policies shall be of an amount not less than One Million Dollars combined single limit. Insurance certificates shall be for a minimum period of one year. CONTRACTOR shall maintain in full force and effect comprehensive automobile liability coverage, including owned, hired, and non-owned vehicles in the following minimum amounts: $500,000 property damage; $500,000 injury to one person/any one occurrence/not limited to contractual period; -$1,000,000 injury to more than one person/any one occurrence/not limited to contractual period. The insurance policies shall bear an endorsement or shall have an attached rider providing that in the event of expiration of proposed cancellation of such policies for any reason whatsoever, the CITY shall be notified by registered mail, return receipt requested, giving a sufficient time before the date thereof to comply with the applicable law or statute but in no event less than 30 days before expiration or cancellation is effective. CONTRACTOR shall provide to CITY the policy certificate establishing that the required level of insurance has been satisfied. CONTRACTOR shall indemnify and save harmless the CITY, its officers, agents, and employees from and against any and all claims, demands, loss or liability of any kind or nature which CONTRACTOR, its officers, agents and employees may sustain or incur or which may be imposed upon them or any of them for injury to or death of persons, damage to property as a result of, or arising out of, or in any manner connected with the performance of the obligations under this contract. EIGHTH. COMPLIANCE WITH OTHER PROVISIONS OF LAW RELATIVE TO PUBLIC CONTRACTS. CITY is subject to the provisions of the Government Code and the Labor Code of the State of California. It is stipulated and agreed that all provisions of law applicable to public contracts are a part of this contract to the same extent as though set forth herein and shall be complied with by CONTRACTOR. These include, but are not limited to, the stipulation that eight (8)hours labor constitute a legal day's work and CONTRACTOR shall, as a penalty to CITY, forfeit Twenty-five Dollar ($25) for each workman employed in the execution of the Contract by CONTRACTOR, or by any SUB-CONTRACTOR, for each calendar day during which such 3 workman is required or permitted to work more than eight (8) hours in violation of the provisions of Article Three, Chapter One, Part Seven, Division 2, of the California Labor Code, except as permitted by law. IN WITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of CITY, pursuant to City Council action, and by CONTRACTOR on the date set before the name of each. City of San Juan Capistrano DATED: BY: CITY MANAGER BY: CONTRACTOR, LICENSE NO. AND CLASSIFICATION ATTEST: Cheryl Johnson, City Clerk APPROVED AS TO FORM: Richard K. Denhalter, City Attorney 4 CITY OF SAN JUAN CAPISTRANO I-5 FREEWAY SOUNDWALLS ADJACENT TO SAN JUAN ELEMENTARY SCHOOL AND CASITAS CAPISTRANO SPECIAL PROVISIONS WORK TO BE DONE The work to be done in general consists of construction of two separate soundwalls on private property adjacent to I-5 at San Juan Elementary School and Casitas Capistrano. SECTION 1 - STANDARD SPECIFICATIONS The contractor shall perform his work in accordance with the Standard Specifications for Public Works Construction, 1994 Edition, hereinafter referred to as the Standard Specifications. The Contractor shall maintain a copy of this book on the job-site at all times. Unless otherwise specified, errata and supplements to the Standard Specifications shall be part of these specifications. The provisions of the Standard Specifications shall be modified as indicated below: Change 1: Contract Termination "If at any time, in the opinion of the Director of Engineering and Building, Contractor fails to supply suitable equipment, an adequate working force, or material of proper quality, or shall fail in any respect to prosecute any work with the diligence and force specified and intended in and by the terms of the Contract, notice thereof in writing shall be served upon him, and should he neglect or refuse to provide means for satisfactory compliance with the contract, as directed by the Director of Engineering and Building, within the time specified in such notice, the City of San Juan Capistrano, in any such case, shall have the power to terminate all or any portion of the contract. Upon receiving notice of such termination, Contractor shall discontinue said work or such parts of it as the City of San Juan Capistrano may designate. Upon such termination, the Contractor's control shall terminate and thereupon the Members of the City Council, or its duly authorized representative, may take possession of all or any part of the Contractor's materials, tools, equipment, appliances, and plant, and buy such additional materials and supplies at the Contractor's expense as may be necessary for the proper conduct of the work and for completion thereof, or may employ other parties to carry the contract to completion, employ the necessary workmen, substitute other machinery or materials and purchase the materials contracted for, in such manner as the City of San Juan Capistrano may deem proper; or the Members of the City Council may annul and cancel the contract and re-let the work or any part thereof. Any excess of cost arising therefrom over and above the contract price will be charged against the Contractor and his sureties, who will be liable therefore. SP-1 In the event of such termination, all money due the Contractor retained under the terms of this contract shall be forfeited to the City of San Juan Capistrano; but such forfeiture will not release the Contractor or the sureties from liability or failure to fulfill the contract. Contractor and sureties will be credited with the amount of monies so forfeited toward any excess of cost over and above the contract price, arising from the suspension of the operation of the contract and the completion of the work by the City of San Juan Capistrano as provided above, and the Contractor will be credited with any surplus remaining after all just claims for such completion have been paid." Change 2: Section 7-13 - Laws to be Observed Add: "All contractors and subcontractors shall comply with all sections of the Municipal Code of the City of San Juan Capistrano, especially Section: 6-3.06(b), (c), (d) and (e) and shall secure the services of the City's exclusive solid waste hauler for their solid waste handling needs." Change 3: Section 8 -Facilities for City Personnel Delete this Section. Change 4: Section 2-9.3 - Survey Services The Contractor will perform and be responsible for the accuracy of survey adequate for construction. The Contractor shall preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement shall be by the Contractor at his expense. The Contractor shall dig all holes necessary for line and grade stakes. Unless Otherwise specified, stakes will be set and stationed by the Contractor for curbs, headers, sewers, storm drains, structures and rough grade and a corresponding cut or fill to finished grade (or flowline) indicated on a grade sheet. SECTION 2 - TERMS DEFINED Whenever in the said Standard Specifications the following terms are used, it is hereby provided that the following City departments or person shall be intended: AGENCY shall mean City of San Juan Capistrano whenever appropriate. BOARD shall mean the City Council of the City of San Juan Capistrano. ENGINEER shall mean City Engineer or other person(s) designated by same. SP-2 SECTION 3 - FLOW AND ACCEPTANCE OF WATER Surface or other waters may be encountered at various times during construction. The Contractor, by submitting a bid, acknowledges that he has investigated the risks arising from surface or other waters and has prepared his bid accordingly. It shall be the sole responsibility of the Contractor to protect his work from danger due to any waters encountered. Should any damage to the work due to surface or other water occur prior to acceptance of the work by the City, the Contractor shall repair such damage at his expense. SECTION 4 - WATER Water will be available from the Capistrano Valley Water District. Arrangements for temporary construction water services permit and water service may be made by contracting the Capistrano Valley Water District at (714) 493-1515 one week prior to need for service. All water facility construction shall conform to the "Standard Specifications," Capistrano Valley Water District, and "The Uniform Plumbing Code," 1982 Edition. SECTION 5 - INSURANCE AND OVERHEAD COSTS The Contractor shall receive no direct compensation for insurance and overhead (move-in costs, for example) costs. Accordingly, these costs should be prorated to the appropriate bid items. SECTION 6 -PROTECTION OF EXISTING UTILITIES (UNDERGROUND SERVICE ALERT) The Engineer has endeavored to show all existing utilities. The Contractor must, however, take all due precautionary measures to protect all of the existing utilities. The Contractor shall have all utilities located by contacting the responsible agency at lease 48 hours prior to commencing any construction work. The Contractor's attention is directed to the utility notification service provided by UNDERGROUND SERVICE ALERT (USA). USA member utilities will provide the Contractor with the locations of their substructures in the construction area when the Contractor gives at least 48 hours notice to the USA by calling 1-800-422-4133. Other utility phone numbers are noted on Sheet 1 of the plans. Full compensation for conforming to the requirements of this section shall be considered as included in the contract bid prices paid for the various items of work, and no additional compensation will be allowed therefore. SECTION 7 - PROTECTION OF PRIVATE PROPERTY The Contractor must remain within the construction zone to the best of his ability. The Contractor must protect all existing private property. SP-3 SECTION 8 - CONSTRUCTION ZONE AND ACCESS Contractor shall protect property and facilities adjacent to the construction zone, and all property and facilities within the construction zone which are shown on the plans to be protected. After completion of project, the construction zone shall be clean and in a presentable condition. All public- or privately-owned improvements and facilities shall be restored to their original condition and location. In the event improvements on facilities are damaged, they shall be replaced with new materials equal to the original. Nothing herein shall be construed to entitle the Contractor to the exclusive use of any public street, way or parking area during performance of the contract work, and Contractor shall conduct his operations so as not to interfere with the authorized work of utility companies or other agencies in such streets, way or parking areas. The Contractor shall be responsible for investigating conditions of available public and private roads and of clearances, restrictions and other limitations affecting transportation and ingress and egress to the site of the work. 8.1 - San Juan Elementary School - The access shall be at Acjachema Street. The contractor shall provide 6 feet high gates and 6 feet high chain link fencing to separate his access and work area from the school area. The access so created shall be a maximum of 15 feet wide from the termination of Acjachema Street to the existing wall. The work area parallel to the existing soundwall shall be a maximum of 15 feet wide and adjacent to the proposed wall shall be a maximum of 30 feet wide. At the completion of work, the construction fencing shall be removed and all facilities shall be restored to their original condition and location. In the event improvements or facilities are damaged, they shall be replaced with new materials equal to the original. 8.2 - Casitas Capistrano - Access for this wall shall be from the adjacent northerly property. A temporary construction easement has been obtained. SECTION 9 - PRE-CONSTRUCTION COORDINATION MEETING Prior to the commence of construction, arrangements will be made for a meeting between the Contractor, the Engineer, and involved utility representatives. The purpose of this meeting is to coordinate the activities of the Contractor within the limits of this contract, review scheduling, discuss construction methods and clarify inspection procedures. The Contractor will be required to submit a complete schedule in the attached form showing the number of working days required to complete each phase of the project. This schedule shall be approved by the City Engineer prior to the start of construction. SP-4 SECTION 10 -NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM 1. Construction sites shall be maintained in such a condition that an anticipated storm does not carry wastes or pollutants off the site. Discharges of material other than Storm Water are allowed only when necessary for performance and completion of construction practices and where they do not: cause or contribute to a violation of any water quality standard; cause or threaten to cause pollution, contamination, or nuisance; or contain a hazardous substance in a quantity reportable under Federal Regulations 40 CFR Parts 117 and 302. Potential pollutants include but are not limited to: solid or liquid chemical spills; wastes from paints, stains, sealants, glues, limes, pesticides, herbicides, wood preservatives and solvents; asbestos fibers, paint flakes or stucco fragments, fuels, oils, lubricants, and hydraulic, radiator or batter fluids;fertilizers, vehicle/equipment wash water and concrete wash water; concrete detergent or floatable wastes; wastes from any engine/equipment steam cleaning or chemical degreasing; and superchlorinated potable water line flushings. During construction, disposal of such materials should occur in a specified and controlled temporary area on-site, physically separated from potential storm water run-off, with ultimate disposal in accordance with local, state and federal requirements. 2. Dewatering of contaminated groundwater, or discharging, contaminated soils via surface erosion is prohibited. Dewatering of non-contaminated groundwater requires a National Pollutant Discharge Elimination System Permit from the respective State Regional Water Quality Control Board. SECTION 11 - PRESERVATION OF SURVEY MONUMENT Effective January 1, 1995, AB 1414 "Preservation of Survey Monumentation Compliance with Section 8771 of the Business and Professional Code" provides for the preservation of Survey Monuments in construction projects. This legislation mandates that prior to construction monuments are to be referenced in the field and "Corner Records" prepared for filing in the Office of the County Surveyor. It also mandates that after construction, monuments are to be reset and "Corner Records" filed with the County Surveyor. This must be done prior to certifying completion of a project. The City requires monumentation preservation on all capital improvement projects where monumentation points are present and the contractor shall be responsible for submitting proper documentation to the Office of the County Surveyor in compliance with AB 1414. Project finalization, Notice of Completion and/or release of retention shall be contingent upon obtaining documentation fromthe contractor's project surveyor or engineer that monuments have been set or restored and Corner Records filed with, and to, the satisfaction of the County Surveyor. All costs necessary to comply with this legislation shall be allocated to the appropriate bid item. SP-5 SECTION 12 - MONUMENTATION IDENTIFICATION In accordance with the Professional Land Surveyor Act, Section 8772, any monument set by a licensed land surveyor or registered civil engineer to mark or reference a point on a property or land line shall be permanently and visibly marked or tagged with the certificate number of the surveyor or civil engineer setting it, each number to be preceded by the letters "LS." or "R.C.E.," respectively, as the case may be or, if the monument is set by a public agency, it shall be marked with the name of the agency and the political subdivision it serves. Nothing in this section shall prevent the inclusion of other information on the tag which will assist in the tracing or location of the survey records which relate to the tagged monument. Centerline ties filed with the Orange County Surveyor will be checked for compliance with this law. SP-6 Recorded at the Request of and Return to: CITY CLERK'S OFFICE City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Documentary Transfer Tax No Tax Due Recording Requested Per Government Code Section 6103 CHERYL JOHNSON, CITY CLERK CITY OF SAN JUAN CAPISTRANO Project: Construction of Soundwalls AP No.: 649-011-25 TEMPORARY CONSTRUCTION EASEMENT FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Lawrence F. Buchheim TR P.O. Box 25 San Juan Capistrano, CA 92693 Does hereby GRANT to CITY OF SAN JUAN CAPISTRANO, a temporary easement for construction of soundwalls, in, on and over the real property in the City of San Juan Capistrano, County of Orange, State of California, shown on Exhibit A-1 attached hereto and made a part hereof THIS DOCUMENT NO. in the form of a Temporary Easement, covering the property particularly described in Clause 3 below, has been executed and delivered to the, hereinafter referred to as CITY OF SAN JUAN CAPISTRANO. In consideration of which, and the other considerations hereinafter set forth, it is mutually agreed as follows: 1. The parties have herein set forth the whole of their agreement. The performance of this agreement constitutes the entire consideration for said document and shall relieve the Agency of all further obligation or claims on this account, or on account of the location, grade or construction of the proposed improvement. 2. Permission is hereby granted to the City or its authorized agent to enter upon Grantor's land where necessary within that certain area cross-hatched on the Map marked Exhibit "A-1", attached hereto and made a part hereof, for the purpose of constructing noise mitigation measures, including a soundwall. 3. This Temporary Construction Easement will be in effect for a period not to exceed four (4) months from the time the contractor and/or its authorized agent commences the actual construction of wall. 4. The undersigned Grantor(s) warrant(s) that tHey are the owner(s) in Fee Simple of the property affected by this Temporary Easement as described in Clause 3 above and that they have the exclusive right to grant this Temporary Easement. BY: Lawrenc . Buchheim TR DATE: 7/2 612.4 ("i State of CALIFORNIA RIGHT THUMBPRINT(Optional) County of g MANGE )< PHILIP J. HUGHES, NOTARY P� t�C i On 2 Q �.)Ly (qq‘ before me, o (DATE) (NAME/TITLE OF OFFICER-i.e.-JANE DOE,NOTARY PUBLIC'( o personally appeared INAMEISI OF SIGNERIS(( CAPACITY CLAIMED BY SIGNERIS) I ❑INDIVIDUALIS) ❑CORPORATE I ❑ personally known to me -OR- Q`` OFFICER(S) proved to me on the (TITLES) - basis of satisfactory ❑PARTNER(S) OLIMITED - evidence to be the ❑GENERAL person(%) whose namel) ❑ATTORNEY IN FACT is/are- subscribed to t e eTRUSTEE, ) within instrument and ❑GUARDIAN/CONSERVATOR acknowledged to me that ❑OTHER: he/s-te.hitey executed the �. PIMP J.HUGHES same in his/herft eir ;„� ;„,COMM.if100»84 , Q L +�% kotnrR�ScCakfurnia 33 authorized capacity(.ie•s), SIGNER IS REPRESENTING: Q `_ :" ' 0RAM EC8WfTY CO and that by his/her/theny 1�St�7 (Name of Person(s)or Entit lies) "'i signature(rS) on the instrument the person(54, or the entity upon behalf of which the person(g, acted, executed the RIGHT THUMBPRINT(Optional) instrument. Witness my hand and official seal. W I(....-sp (SEAL) / `i. L r o o (SI ATURE OF NOT••Y) CAPACITY CLAIMED BY SIGNERIS) ❑INDIVIDUAL(S) CORPORATE ATTENTION NOTARY OFFICER(S) The information requested below and in the column to the right is OPTIONAL. ITI TLEST Recording of this document is not required by law and is also optional. It could, however, prevent fraudulent attachment of this certificate to any ❑PARTNER(S) ❑LIMITED unauthorized document. ❑GENERAL ❑ATTORNEY IN FACT THIS CERTIFICATE Trtle or Type of Document ❑TRUSTEE)S) MUST BE ATTACHED ❑GUARDIAN/CONSERVATOR TO THE DOCUMENT Number of Pages Date of Document ❑OTHER: DESCRIBED AT RIGHT: Signer(s)Other Than Named Above SIGNER IS REPRESENTING: (Name of Person(s) or Entrtylies) I I WOLCOTTS FORM 63240 Rev.3-94(price clue B-2A) ©1994 WOLCOTTS FORMS,INC. ALL PURPOSE ACKNOWLEDGMENT WITH SIGNER CAPACITY/REPRESENTATION/TWO FINGERPRINTS ` — "j IIIIIIIIIl Jill c777c z7-1/ 1-1 - k • 1--n' .. EGD SA f:. N � � • 6�1� 8 cFirm, .. sr, 3 c 4 C7 r it: P f • Vii` let ;r 7-` TCrn ore r ConAir✓c7,On Ea5 .nr, P ') '�' , Q 'x(29) n4"Y ( fO x 400 CC. •••...--, "1 • 1 „s U1 r i .•v1I ,7s Cy. RECORD ' 0 N c� N x CO 4. 5.2/AC t H.S. ,y 33 r,, POR. LOT T • y ! AC .\ r() g'I 4 0 1 I.) k1\ 2. w `' • ti . SURVEY s f.%... � y ANO `i 1 s, .:v TATE Nt'''''1,-0 Y' �( ' . '.. V 1 CA �5 �. 04.��� Cr I21 - 4i/No _ ;eta vi 01 G ^1 IY'+; 3 t �; MARCH 1965 R. S., SAN ✓UAN CAP/STRANO :).1" a JOB Submitted in Accordance with the Legend: PROGRESS SCHEDULE LIMITS Requirements of the special provisions % Complete PROJ. NO. by: Actual Progress SPEC. NO. Contractor Date Scheduled Progress START DATE ,Accepted by Date BID WORKING DAYS ITEM % OF 10 20 30 40 50 60 70 80 90 1 0 NO. DESCRIPTION BID t 1 y 1 1 1 CITY OF SAN JUAN CAPISTRANO I-5 FREEWAY SOUNDWALLS ADJACENT TO SAN JUAN ELEMENTARY SCHOOL AND CASITAS CAPISTRANO DETAIL SPECIFICATIONS AND METHOD OF PAYMENT BID ITEM 1 & 6 - PROJECT SURVEY The work for this item shall consist of project survey by a licensed engineer or surveyor and certification of construction to the required line and grade. PAYMENT The lump sum price for this item shall include all labor, materials, tools and equipment necessary to carry out the work as specified and no additional compensation shall be made therefor. BID ITEM 2 & 7 - REESTABLISH CENTERLINE TIES AND MONUMENTS The work for this item shall consist of the reestablishing of center control ties and monuments by a Registered Civil Engineer or licensed surveyor removed, disturbed or covered during the course of construction. PAYMENT The lump sum price for this item shall include all labor, materials, tools and equipment necessary to carry out the work as specified and no additional compensation shall be made therefor. BID ITEM 3 - CITY NOTIFICATION SIGNS One week prior to construction, the contractor shall provide and erect City notification signs, at locations shown on the plans or marked in the field and agreed by the engineer. The signs shall be removed within one week of completion of construction. PAYMENT The price per each for this bid item shall include all labor, materials, tools and equipment necessary to carry out the work as specified and no additional compensation shall be made therefor. BID ITEM 4 - SOUNDWALL ADJACENT TO SAN JUAN ELEMENTARY SCHOOL The work for this item shall consist of trimming existing trees and vegetation only to the extent necessary for construction, constructing the soundwall adjacent to San Juan Elementary School complete as shown on the plans and described in the specifications, including 6 feet high construction chain link fencing and gates. The existing tree on School District property shall be trimmed to the minimum necessary to construct the work and be protected in place. Block shall be split face both sides. Joints on both sides of the wall shall be tooled. DS-1 PAYMENT The approximate square footage in the Schedule of Work Items (Page 6) is the single face area of wall above footing. The unit price for this bid item shall include all labor, materials, tools and equipment necessary to carry out the work as specified, including foundation, and no additional compensation shall be made therefor. BID ITEM 5 - SOUNDWALL ADJACENT TO CASITAS CAPISTRANO The work for this item shall consist of constructing the 312 lineal feet of soundwall adjacent to Casitas Capistrano closest to I-5 complete as shown on the plans and described in the specifications. Block shall be split face both sides. Joints on both sides of the wall shall be tooled. The existing wood and brick fencing is to be removed and disposed. The existing concrete walkway (approximately 130 L.F.x 6 L.F.) is to be removed and disposed. A new concrete walkway is to be constructed behind the soundwall (approximately 130 L.F. x 4' - 6"). The contractor is responsible for allowing in his schedule the coordination and relocation of utilities within the walkway area. The existing trees in Lot A which conflict with construction are to be removed and disposed. PAYMENT The approximate square footage in the Schedule of Work Items (Page 6) is the single face area of wall above footing. The unit price for this bid item shall include all labor, materials, tools and equipment necessary to carry out the work as specified, including foundation, and no additional compensation shall be made therefor. BID ITEM 8 - SOUNDWALL ADJACENT TO CASITAS CAPISTRANO The work for this item shall consist of constructing the 81 lineal feet of soundwall adjacent to Casitas Capistrano furthest from 1-5 complete as shown on the plans and described in the specifications. Block shall be split face both sides. Joints on both sides of the wall shall be tooled. The existing concrete walkway(approximately 80 L.F. x 6 L.F.) is to be removed and disposed. A new concrete walkway is to be constructed behind the soundwall(approximately 80 L.F. x 4' - 6"). The contractor is responsible for allowing in his schedule the coordination and relocation of utilities within the walkway area. PAYMENT The approximate square footage in the Schedule of Work Items (Page 6) is the single face area of wall above footing. The unit price for this bid item shall include all labor, materials, tools and equipment necessary to carry out the work as specified, including foundation, and no additional compensation shall be made therefor. DS-2 SECTION 01401 TESTING, INSPECTION, LABORATORY SERVICES PART 1 - GENERAL 1 . 01 SUMMARY A. The Owner will select and retain the services of a testing agency with assigned inspector and others responsible for testing and inspection of the work, coordinating the work and materials as specified to be furnished by the Contractor - all indicated in this section and/or elsewhere in the contract documents . B. Related Requirements 1 . The general provisions of the contract documents . 2 . Testing requirement may be described in other section of this specification. 3. Where no testing requirements are specified or required by reference standards or authorities having jurisdiction, the Owner may require such testing to be performed under current pertinent standards for testing. Payment for such testing will be made as described herein . 1 . 02 QUALITY ASSURANCE A. The Owner' s selected independent laboratory/ies will conduct testing services in accordance with ASTM E329. B. Selection of materials required to be tested shall be by the Architect/Engineer ' s representing the Owner and not by the Contractor 1 . 03 CODES AND STANDARDS : Testing, when required, will be in accordance with pertinent requirements of the California Building Code, California Code of Regulations, Title 24 as part of the contract documents . Also, selected standards of the American Society for Testing and Materials or other organizations and agencies having published recognized codes, standards, or tests . 1 . 04 TESTS, INSPECTIONS A. The Contractor shall notify the Owner ' s representative a sufficient time in advance of the manufacture of materials to be supplied by him under the Contract Documents, which must by terms of the Contract be tested, in order that the Owner may arrange for the testing of same at the source of supply. TESTING, INSPECTION, LABORATORY SERVICES 01401 - 1 B. Any material shipped by the Contractor from the source of supply prior to having satisfactorily passed such testing and inspection or prior to the receipt of notice from said representative that such testing and inspection will not be required shall notbe incorporated in the job. C. The Owner will select and pay testing laboratory costs approved by D.S .A. for all tests and inspections, but may be reimbursed by the Contractor for such costs under the Contract conditions . 1 . 05 TEST REPORTS A. Promptly process and distribute required copies of test reports and related instructions to ensure necessary retesting and/or replacement of materials with the least possible delay in progress of the work. B. One copy of all test reports shall be forwarded to the Division of the State Architect by the testing agency. Such reports shall include all tests made, regardless of whether such tests indicate that the material is satisfactory or unsatisfactory. Samples taken but not tested shall also be reported. Records of special sampling operations as required shall also be reported. The reports shall show that the material or materials were sampled and tested in accordance with the requirements of Title 24 and with the approved specifications . Test reports shall show the specified design strength. They shall also state definitely whether or not the material or materials tested comply with requirements . C. Each testing agency shall submit to the Division of the State Architect a verified report in duplicate covering all of the tests which are required to be made by that agency during the progress of the project . Such report shall be furnished each time that work on the project is suspended, covering the tests up to that time, and at the completion of the project, covering all tests . 1 . 06 PAYMENT FOR TESTING SERVICES A. Initial Services 1 . The Owner will pay for initial testing and inspection except as specifically modified herein after or specified otherwise in TESTING, INSPECTION, LABORATORY SERVICES 01401 - 2 technical sections, provided the results of inspection indicate compliance with the Contract Documents . 2 . When tests indicate noncompliance with the Contract Documents, the costs of tests or inspection associated with that noncompliance or failure will be deducted by the Owner from the Contract Sum. B. Retesting: When initial tests or inspection indicate noncompliance with the Contract Documents, subsequent retesting or reinspection occasioned but the noncompliance shall be performed by the same testing laboratory or Inspector and the costs thereof will be deducted by the Owner from the Contract Sum until test or inspection results indicate compliance. C. Code Compliance Testing: Inspections and tests required by codes or ordinances, or by authorities having jurisdiction and made by a legally constituted authority, shall be the responsibility of and shall be paid for by the Owner, but backcharged to the Contractor. D. Specified Inspections and Tests : Tests and inspections specified in the specifications, directly or by reference, shall be coordinated by the Contractor at his expense and paid for by the Owner. Corrections of noncompliance and test failures and reinspection and retesting shall be performed by the Contractor at his expense . E. Contractor ' s Convenience Testing: Inspecting or testing performed exclusively for the Contractor ' s convenience shall be the sole responsibility of and at the expense of the Contractor. 1 . 07 INSPECTION BY THE OWNER A. The Owner and his representative shall at all times have access for the purpose of inspection to all parts of the work and to the shops wherein the work is in preparation, and the Contractor shall at all times maintain proper facilities and provide safe access for such inspection . B. The Owner shall have the right to reject materials and workmanship which are defective, or to require their correction . Rejected workmanship shall be satisfactorily corrected and rejected materials shall be removed from the premises without charge to the Owner. If the Contractor does not correct TESTING, INSPECTION, LABORATORY SERVICES 01401 - 3 such rejected work within a reasonable time, fixed by written notice, the Owner may correct same and charge the expense to the Contractor. C. Should it be considered necessary or advisable by the Owner at any time before final acceptance of the entire work to make an examination of work already completed by removing or tearing out the same, the Contractor shall on request promptly furnish all necessary facilities, labor and materials. If such work is found to be defective in any respect due to fault of the Contractor or his subcontractor, he shall defray all expenses of such examinations and of satisfactory reconstruction. If, however, such work is found to meet the requirements of the contract, the additional cost of labor and material necessarily involved in the examination and replacement shall be allowed the Contractor . 1 . 08 OWNER' S INSPECTOR (PROJECT INSPECTOR) A. An Inspector employed by the Owner, approved by D.S .A. , in accordance with the requirements of State of California Code or Regulations, 4-333, 4-337, 4-342 of Title 24, Part 1, assigned to the work as duties are specifically defined. B. The work of construction in all stages of progress shall be subject to the personal continuous • observation of the Inspector. He shall have free access to any or all parts of the work at any time . The contractor shall furnish the Inspector reasonable facilities for obtaining such information as may be necessary to keep him fully informed respecting the progress and manner of the work and the character of the materials . Inspection of the work shall not relieve the Contractor from any obligation to fulfill this Contract . PART 2 - PRODUCTS (NOT APPLICABLE) PART 3 - EXECUTION 3. 01 COOPERATION WITH TESTING LABORATORY AND INSPECTORS (SPECIAL INSPECTORS) A. Inspectors and representatives of the testing laboratory shall have access to the work at all times . Provide facilities for such access in order that the testing, inspection, and the obtaining of samples may be done properly. TESTING, INSPECTION, LABORATORY SERVICES 01401 - 4 B. The Contractor shall notify the Owner ' s representative a sufficient time in advance of the manufacture of material to be supplied by him under the contract documents, which must by terms of the contract be tested, in order that the Owner may arrange for the testing of same at the source of supply. C. Any material shipped by the Contractor from the source of supply prior to having satisfactorily passed such testing and inspection or prior to the receipt of notice from said representative that such testing and inspection will not be required shall not be incorporated in the job. 3 . 02 TAKING SPECIMENS A. Specimens and samples for testing, unless otherwise provided in these contract documents, shall be taken by the testing laboratory or Inspector. Sampling equipment and personnel will be provided by the testing laboratory. Deliveries of specimens and samples to the testing laboratory will be performed by the testing laboratory . 3.03 SCHEDULES FOR TESTING A. ESTABLISHING SCHEDULE: 1 . By advance discussion with the testing laboratory selected by the Owner, determine the time required for the laboratory to perform its tests and to issue each of its findings . 2 . Provide required time within the construction schedule . B. Revising Schedule: When changes of construction schedule are necessary during construction, coordinate such changes of schedule with the testing laboratory as required. C. Adherence to Schedule: When the testing laboratory is ready to test according to the determined schedules, but is prevented from testing or taking specimens due to incompleteness of the work, extra charges for testing attributable to the delay may be back-charged to the Contractor and will be deducted by the Owner from the contract sum. TESTING, INSPECTION, LABORATORY SERVICES 01401 - 5 3. 04 REQUIRED TESTING Tests and inspections for the following will be required and shall conform to Title 24, Part 2, C.C.R 1991 Edition: A. Foundations (Chapter 29) 1 . Earth Fill Compaction Sec. 2903 (a) . B. Concrete (Chapter 26) 1 . Materials : a. Portland Cement Test Sec. 2603 (b) 1, Sec. 2628 (a) _ b. Concrete Aggregates Sec. 2603 (b) 2 - c. Reinforcing Bars Sec. 2628 (b) , Sec. 2603 (b) 4 d. Batch Plant Inspection Sec. 2628 (d) 2 . Concrete Quality a. Proportions of Concrete, Sec. 2605 (b) (c) (d) b. Strength Tests of Concrete, Sec. 2605 (g) c. Splitting Tensile Tests Sec. 2603 (b) 6F 3. Concrete Inspection a. Job Site Inspection, Sec . 2605 (h) 8 b. Batch Plant or Weighmaster Inspection, Sec. 2628 (d) c. Reinforcing Bar Welding Inspection, Sec. 2628 (1) C. Masonry (Chapter 24) 1 . Materials a. Masonry Units, Sec. 2402 (b) 4, 5, & 6 b. Portland Cement, Sec. 2402 (b) 2 c. Mortar & Grout Aggregates 2402 (b) 1, 2403 (c) (d) d. Reinforcing Bars, Sec . 2603 (b) 4, Sec. 2628 (b) 2 . Masonry Quality a. Portland Cement Tests, Sec . 2603 (b) 1, Sec. 2628 (a) b. Mortar & Grout Tests, Sec. 2405 (c) 3b c. Masonry Core Tests, Sec. 2405 (c) d. Reinforcing Bar Tests, Sec. 2628 (b) 3. Masonry Inspection a. Reinforced Masonry, Sec . 2416 (b) b. Reinforcing Bar Welding Inspection, Sec. 2628 (1) TESTING, INSPECTION, LABORATORY SERVICES 01401 - 6 D. Structural Steel (Chapter 27) 1 . Materials a. Structural Steel, Cold Formed Steel, Sec. 2701 (a) b. Material Identification, Sec. 2701 (b) 2 . Inspection of Structural Steel a. Tests of Structural & Cold Formed Steel, Sec. 2712 (a) b. Tests of H. S . Bolts, Nuts, Washers, Sec. 2712 (b) c. Tests of End Welded Studs, Sec . 2712 (c) d. Shop Fabrication Inspection, Sec. 2712 (d) _ e. High Strength Bolt Inspection, Sec. 2712 (f) f. Welding Inspection, Sec. 2712 (e) E. Wood (Chapter 25) 1 . Materials a. Lumber and Plywood Grading - Sec 2501 (a) 1, 4A, 2501 (d) , Western Lumber Grade Rules EFF 9-1-91 b. Glued-Laminated Members, Sec. 2501 (a) 2 2. Wood Inspection a. Glued-Laminated Fabrication, Sec. 2518 (a) b. Plywood web joist fabrication F. Veneer 1 . Ceramic tile per Sec . 3005 (e) END OF SECTION TESTING, INSPECTION, LABORATORY SERVICES 01401 - 7 SECTION 03100 FORMWORK PART 1 - GENERAL 1 .01 SUMMARY A. Prepare subgrade. B. Provide and secure formwork, ties, shoring, bracing, anchorage and blockouts . C. Related Requirements : The General Provisions of the Contract Documents . 1 . 02 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Reinforcing. B. Site work. C. Cast-in-place concrete . 1 . 03 QUALITY ASSURANCE A. Construct and erect formwork in accordance with ACI 318 and 347 . B. Design forms and falsework to adequately support live and dead loads, including equipment, concrete drops, pressures of foundations, etc. 1 . 04 CODES AND STANDARDS A. Follow recommendations of ACI 318 and 347 . B. Title 24, Part 2, C.C .R. , 1995 C .B.C. (1994, U.B.C. with Calif. Amendments) . 1 .05 ARCHITECT REVIEW A. Architect will review for general architectural applications only. Design of formwork for structural stability and sufficiency is the sole responsibility of the workers and contractors . FORMWORK 03100 - 1 PART 2 - PRODUCTS 2 .01 EARTHEN FORMS A. Provide earthen forms only for footings where the soil is firm and stable and the concrete will not be exposed, and as approved or directed. Cut earthen forms square, neat and accurate to size . Clean bottoms of excavations . 2 . 02 WOOD FORMS A. Provide APA Plyform of B-B Class I exterior, high density overlaid one side for forms, sound, undamaged, and clean, 5/8 inch thick minimum. B. Inspect forms in accordance with Title 24, Section 1905. 2 . 03 LUMBER A. Provide douglas fir, construction grade lumber for forming, studding and bracing. 2 . 04 ACCESSORIES A. Provide nails, spikes, lag bolts, through bolts and anchorages required, of sufficient strength, length and character to maintain formwork during pouring operations . B. Use snap-off, removable, or adjustable type metal ties . All metal is to be hot-dip galvanized. Provide standard metal form clamp assembly spreader type, leaving no metal within 1 inch of concrete exposed face. Leave inner tie rod within concrete when forms are removed. C. Provide colorless mineral oil type form coating, non- grain raising and non-staining type, Noxcrete 's Non- Crete Form Coating, Arcal Chemical ' s Arcalo 80, Industrial Synthetic' s Synthex, or other approved. D. Rigid foam plastic fillets may be used for chamfered corners. 2 . 05 FORMED CONSTRUCTION JOINTS A. Provide galvanized steel or extruded plastic tongue and groove type, with knock-out holes at 6 inches on centers . FORMWORK 03100 - 2 2 . 06 DOVETAIL ANCHOR SLOTS A. Provide minimum 24 gage galvanized steel foam filled type, with release tape sealed slots, bent tab anchors, securable to formwork . • 2 . 07 COLD JOINTS A. Provide standard metal keyed dividers for cold joints, subject to approval . 2 . 08 ANCHORS AND HANGERS A. Use anchors which do not leave exposed metal at surface. PART 3 - EXECUTION 3 . 01 INSPECTION A. Prior to commencing work, inspect the work of others and verify that such work has been properly completed and installed to allow for proper installation of all materials and methods required of this section. B. Inspect forms in accordance with Title 24, Section 1905 . 3. 02 FORMING A. Earthen forms : Foundation concrete may be placed directly into neat excavations provided the foundation trench walls are stable as determined by the architect (structural engineer) , subject to the approval of the Office of the State Architect . In such case, the minimum formwork shown on the drawings is mandatory to insure clean excavations immediately prior to and curing the placing of concrete . Trench earthen forms at least two inches wider than footing widths shown on drawings . Construct wood edge strips at each side of trench at top to secure reinforcing and prevent trench from caving. Form sides of footings where earth caves . Tamp form and clean all debris and loose materials in earthen forms before depositing concrete . B. Design forms and shoring to resist all anticipated loads . C. Verify accuracy of lines, levels, and centers . FORMWORK 03100 - 3 D. Construct formwork and appurtenances to meet design and code requirements . Construct of sound materials, of correct shape and dimensions, mortar tight and of sufficient strength to prevent sagging, buckling, movement and failures . Provide adequate shores of wood or metal to safely carry imposed loads and adjustable to prevent displacements during the work. E. Align joints and make them watertight . F. Set reinforcing accurately and ensure secure placement . G. Maintain tolerances of ACI 347, within 1/8 inch in 10 feet . H. Assist in setting and placing blockouts and sleeves for materials and products to be embedded in and passing through concrete . Comply with CCR Title 24 Sec. 2- 2606 (c) . - 2606 (c) . I . Provide ports and openings to facilitate inspection and cleaning. J. Chamfer all corners 1 inch unless shown otherwise . K. Set screeds and establish levels for tops of concrete for finish surfaces . Shape surfaces as indicated on drawings . L. Screed supports for concrete over waterproof membranes or vapor barriers should be of a cradle, pad, or base type which will not puncture membrane . M. Wet formwork prior to placing concrete and keep wet during concrete curing process . 3. 03 FORM REMOVAL A. Do not remove formwork, shoring and bracing until such time as masonry and concrete has gained sufficient strength to carry its own weight, and construction and design loads which are liable to be imposed upon it . Verify strengths by compressive strength test results . Loosen forms carefully . Do not wedge pry bars, hammers or other tools against masonry and concrete surfaces . Comply with Section 2606 (b) Title 24 . FORMWORK 03100 - 4 B. The following are minimum times for forms and shoring to remain in place prior to removal : 1 . Footings and grade beams - 5 days . 2 . Walls and columns - 14 days . 3. Beam sides - 10 days . 4 . Beam and slab soffits - 14 days . C. Cut nails and form ties off flush and leave all surfaces _ smooth and clean . END OF SECTION FORMWORK 03100 - 5 SECTION 03200 REINFORCING PART 1 - GENERAL 1 . 01 SUMMARY A. Provide reinforcing steel bars, welded wire fabric, support chairs, bolsters, bar supports and spacers . B. Related Requirements : The General Provisions of the Contract Documents . 1 . 02 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Formwork B. Concrete work such as cast-in-place, and site concrete . C. Masonry work. 1 . 03 QUALITY ASSURANCE A. Perform reinforcing work in strict conformance with CRSI 93 unless specified otherwise or required otherwise by local code jurisdiction . 1 . 04 CODES AND STANDARDS A. In addition to CRSI specifications, follow ACI 315 and 318, AWS welding codes and qualifications, and ASTM A185, A305, A615, and A706 & UBC Std. 26-8 . B. Testing of bars in accordance with Title 24, Section 2628 (b) and 2603 (b) 4 . 1 . 05. TESTING A. Where samples are taken from bundles as delivered from the mill, with the bundles identified as to heat number, and provided the mill analyses accompany the report, then one tensile test and one bend test shall be made from a specimen from each 10 tons or fraction, of each size of reinforcing steel . B. Where positive identification of the heat number cannot be made or where random samples are to be taken, then one series of tests shall be made from each 2-1/2 tons or fraction, of each size of reinforcing steel . C. Comply with Title 24, Sec . 2628 (b) . REINFORCING 03200 - 1 1 . 06 STORAGE A. Do not allow reinforcing materials to have direct contact with the ground. Cover materials adequately to prevent rusting, and contact with materials or construction injurious to proper bonding. PART 2 - PRODUCTS 2 . 01 REINFORCING BARS A. Deformed billet steel bars, ASTM A615, plain finish, see drawings for grade . ASTM A706 for bars to be welded. 2 . 02 WELDED WIRE FABRIC A. Provide plain type, ASTM A185, in coiled rolls, or flat sheets, plain finished, void of rust, dust, scale, paint, grease and other coatings . 2. 03 ACCESSORIES A. Provide minimum 16 gage galvanized annealed tie wires, and chairs, bolsters, bar supports, and spacers sized and shaped for strength and support of reinforcing. Plastic accessories may be acceptable if approved by Architect prior to use . 2 . 04 FABRICATION AND MANUFACTURE A. Fabricate in accordance with details shown. B. Accurately bend, cut and place bars as shown on drawings . Bend bars cold; heating of bars is not permissible. Do not bend or straighten bars in any manner that will injure materials . Comply with Title 24, Sec. 2607 (c) & (d) . C. Welding: All welded reinforcing steel shall be A. S . T.M. A706 . Perform welding, where shown or approved, by the direct electric arc process in accordance with AWS D1 . 4 using 90 series low hydrogen electrodes . Preheat 6 inches each side of joint . Protect joints from drafts during cooling process; accelerated cooling is prohibited. Do not tack weld bars . Clean metal surfaces to be welded of all loose scale and foreign materials . Clean welds each time electrode is changed and chip burned edges before placing welds . When wire brushed, completed welds must exhibit uniform section, smooth welded metal, feather edges without undercuts or REINFORCING 03200 - 2 overlays, freedom from porosity and clinkers, and good fusion and penetration into the base metal . Cut out welds or parts of welds found defective, with chisel, and replace with proper welding. Comply to Title 24, Section 2603 (f) and Section 2628 . . 1 . Employ only experienced certified welding operators . 2 . Prequalification of welds are to be in accordance with code and carbon equivalent of reinforcing not exceeding 0 . 75 . PART 3 - EXECUTION 3 . 01 INSPECTION A. Prior to commencing work of this section, inspect work of others and verify that such work has been properly completed and installed to allow for proper installation of all materials and methods required of this section. Inspection of welding shall be done by a special inspector approved by D . S .A. , services retained and paid for by the Owner. 3 . 02 INSTALLATION A. Fabricate reinforcing in accordance with ACI 315 . Locate reinforcing splices not shown on drawings, at mid span . Where shown or required, weld reinforcing bars in accordance with AWS D1 . 4 (1989) B. Place reinforcing supported and secured against displacement . Do not deviate from true alignment . C. Ensure that reinforcing used is clean, free of scale, dirt, dust, rust and other matter. D. Provide a minimum splice for bars noted as "cont . ", typical wall reinforcing, no splices in concrete column reinforcing. Provide a standard lap of 48 bar diameters in masonry and 36 bar diameters in concrete, and in no case less than 24 inches . Wire all laps and splices in welded wire mesh and provide side and end laps of at least 8 inches . 1 . Spacing - minimum center-to-center distance between parallel reinforcing bars is to be in compliance with that shown on drawings, or in the absence of such information on drawings, the clear spacing is to be 1-1/2 bar diameter, but in no case less than 1-1/2 inch, nor 1-1/3 times the maximum size of aggregate. REINFORCING 03200 - 3 2 . Where possible, stagger splices of adjacent bars . E. Only splice reinforcing where shown or noted. Splices at other locations must be approved by the Architect or Structural Engineer. Provide continuous reinforcement between splice locations in vertical walls . No splices of vertical wall reinforcing may occur except at foundations, unless specifically approved by the Architect or Structural Engineer. . 1. Securely tie reinforcing with 16 gage tie wire at all splices and intersections, and as may be directed. 2 . Point ends of wire ties away from forms . F. Stagger splices in adjacent horizontal wall reinforcing bars a minimum of 4 feet . G. Provide dowels in footings and/or grade beams the same size and number as vertical wall or column reinforcing. Provide a minimum dowel protection equal to standard lap splices unless noted otherwise . 1 . Secure tie dowels in place before depositing concrete. Install No. 3 bars for securing dowels where no other reinforcement is provided. H. Provide the minimum coverage of reinforcing by concrete: Below grade (unformed) 3 inches clear Below grade (formed) 2 inches clear Walls 2 inch clear Columns, beams 2-1/2 inches clear 3 . 03 CORRECTION DURING CONCRETING A. Maintain capable steel workers during placement of concrete for properly resetting reinforcement displaced by runways, workers, or other causes . 3 . 04 DEFECTIVE WORK A. The following reinforcing work will be considered defective and may be ordered by Owner to be removed and replaced at no additional expense to Owner. 1 . Bars with kinks or bends not shown on drawings . 2 . Bars injured due to bending or straightening. REINFORCING 03200 - 4 3. Bars heated for bending. 4 . Reinforcement not placed in accordance with drawings or specifications . 5. Rusty or oily reinforcement . 3. 05 INSPECTIONS A. Prior to pouring concrete, notify the architect, structural engineer and D. S .A. that reinforcing is ready for inspection. Secure approvals by testing laboratory and inspector before concrete operations are commenced. END OF SECTION REINFORCING 03200 - 5 SECTION 04200 CONCRETE UNIT MASONRY PART 1 GENERAL 1 . 01 SUMMARY A. Provide concrete blocks, including all shapes necessary to complete project . B. Grouting of door frames . C. Related Requirements : The General Provisions of the Contract Documents . 1 . 02 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Reinforcing steel . B. Metal door frames . C. Plaster. 1.03 CODES AND STANDARDS A. All materials are to conform with Title 24, Part 2, Section 2402 , C.C.R. 1. 04 INSPECTION AND CORE TESTS A. Inspection per 2405, Title 24, Part 2 , C.C.R. 1. All masonry work is required to be continuously inspected during laying and grouting by an inspector employed by the Owner and specially approved for that purpose by the Division of the State Architect . The inspector makes test samples and performs such tests as are required by Title 24, Part 2, Section 2405 (e) . 2 . The special masonry inspector is to check the materials, details of construction and construction procedure. He will furnish a verified report that of his own personal knowledge, the work covered by the report has been performed and materials used and installed in every particular in accordance with and in conformity to the duly approved plans and specifications . CONCRETE UNIT MASONRY 04200 - 1 B. Core Tests : 1. Take core tests of the completed masonry construction in accordance with Title 24, Section 2405 (c) . 2 . The Owner's inspector or testing agency is to inspect the coring of the masonry walls and prepare a report of coring operations for the testing laboratory files and mail one copy to the Division of the State Architect. State in this report the number, the location and the condition of all cores cut on the project . Pay particular attention to the description of the bond between the grout fill and the cell walls of the masonry unit. The report should also include a description of any difficulties encountered in the coring operation which might impair the strength of the sample. 3 . Submit all cores to the testing laboratory for testing. 4 . One half of the cores will be tested for the bond strength of the joint between the masonry units and the grout. This test determines the unit force required to shear the masonry unit face shells from the grout core for each face. PART 2 - PRODUCTS 2 . 01 CONCRETE UNIT MASONRY A. Provide standard weight concrete masonry units in compliance with ASTM C90 Grade N-1, Type I, modular. Provide 8"x 8"x 16" stardard concrete block split face both sides, color to be ligth tan to match existing wall . Top courses to be 8"x 8"x 16" concrete block 3- score with plain face both sides, color to be light tan to match existing top courses . Provide all complimentary shapes such as corner and end units, bases, bond beams, lintels, corbels, etc . Provide units with open 1 or 2 ends .Maximum linear shrinkage shall be . 06% from standard oven dry condition. B. Comply with Title 24, 2402 (b) 5 . C. Use open end concrete masonry units. Bond beam units are to be used wherever possible to facilitate the horizontal flow of grout and are required at all horizontal bars to provide a minimum vertical opening at all cross webs three inches high by three inches wide. CONCRETE UNIT MASONRY 04200 - 2 2 . 02 MORTAR AND GROUT A. Coarse Aggregates : Aggregate is to conform to Title 24, Section 2403 (d) 3 , ASTM C404 B. Admixture: Only SIKA grout Aid II may be used. C. Water: Clean and free from deleterious substances, complying with Title 24, Sec. 2403 (c) and (D) C.C.R. D. Sand: Comply with the "Standard Specifications for Aggregate for Masonry Mortar" , ASTM Designation C-144, except graded from coarse to fine within the following limits : Passing No. 8 sieve 95% to 100% Passing No. 30 sieve 40% to 75% Passing No. 50 sieve 10% to 35% Passing No. 100 sieve 3% to 15% E. Cement: Comply with UBC, Standard 26-1 and Title 24, Part 2, Sec. 2402 (b) , 2B. Temperature of cement delivered to the plant shall not exceed 150 degrees F. 2 . 03 MORTAR AND GROUT A. Mortar: Mortar is to comply with the requirements of Section 2403 (c) , Title 24 and with the following additional requirements : 1 . Place approximately half the required water and sand into the mixer while running 2 . Add cement and the remainder of the sand and water into the mixer in that order and mix for a period of at least two minutes . 3 . Add lime and continue mixing as long as needed to secure a uniform mass . 4 . The total mixing time may not be less than 10 minutes . 5 . Mortar strength & mix proportions shall be as shown on the drawings . B. Grout: The grout mix is to comply with the requirements of Section 2403 (d) , and Table 24B, Title 24 . 1 . Sufficient water may be added to make a workable mix that will flow into all joints of the masonry without separation or segregation. When grout is to be placed in masonry units with typical rates of absorption the slump of the grout should be approximately 9 to 10 inches depending on temperature and humidity conditions . CONCRETE UNIT MASONRY 04200 - 3 2 . Where the lease lateral dimension of cells to be grout fill if the mix is designed in accordance with Table 24G, Title 24. The maximum size of aggregate is not to exceed one inch. The water per sack of cement may be greater than is shown in Table 26-A-7, Title 24 to allow for absorption by the masonry units and with sufficient workability to meet the requirements given in the paragraph above. 3 . Grout mixes are to contain an approved admixture conforming to the requirements of IR 24-2 . Use such admixture in accordance with manufacturer' s instructions. C. Mixing of Grout: The mixing of grout is to conform to the requirements of Section 2404 of Title 24 . 1. Wherever possible grout shall be mixed and delivered in accordance with the requirements for transit-mixed concrete. 2 . The addition of the admixture shall be timed in strict accordance with the manufacturer' s instructions and the procedure used for adding it to the grout mix shall provide good dispersion. D. Certification: Quality and quantities of materials used in transit mixed grout are to be continuously checked by a batch plant inspector at the location where the materials are measured. E. Tests : Testing of unit mortar and grout shall conform to the requirements of Title 24, Section 2405 (c) of C.C.R. F. Use calibrated devices for measuring. PART 3 - EXECUTION 3 . 01 CONSTRUCTION A. The construction of high-lift concrete block masonry shall conform to the requirements of Chapter 2404 (f) 1 . 2C of Title 24 and IR24-4 . B. Foundations: The contact surface of all foundations and floors that are to receive masonry work are to be thoroughly cleaned and roughened before the start of laying. Protect the roughened surface during construction to assure a good bond between the grout fill and the concrete surface. CONCRETE UNIT MASONRY 04200 - 4 C. Cleanouts : Provide cleanout openings through block faces for all cells at the bottom of each pour. The openings are to be made prior to the start of laying and be of sufficient size and location to allow thorough flushing away of all mortar, droppings and debris . D. After the laying of masonry units is completed, the cells cleaned, the reinforcing positioned and inspection completed, the clean-outs shall be closed by inserting face shells of masonry units or covering the openings with forms . Face shell plugs shall have a two day minimum curing time and shall be adequately braced to resist the pressure of the fluid grout. E. Reinforcement: 1. Place all reinforcing steel accurately in strict accordance with the approved plans and specifications. Both horizontal and vertical reinforcing are to be held in position by wire ties or spacing devices near ends and at intervals not exceeding 160 diameters of the reinforcement . Grout thickness between block & reinforcement shall be a minimum of one bar diameter, or 5/8" minimum. 2 . Place the horizontal reinforcing as the work progresses . The vertical reinforcing may be dropped into position after the completion of the laying if adequate positioning devices are provided to hold the reinforcement in proper location. F. Masonry Units : The concrete masonry units need not be wetted before laying except in dry areas where the contact surfaces of the units should be moistened immediately before laying to prevent excessive drying of mortar. G. Laying: Fill all head and bed joints solidly with mortar for a distance in from the face of the unit not less than the thickness of the face shell . Care is to be taken in placing the mortar to keep a minimum of droppings from falling into the block cells . Arrange open end concrete masonry units used in running bond. H. Wall Ties and Bracing: 1. When stacked bond is used or when adequate cross webs between face shells are not provided, ties of heavy gage wire embedded in the horizontal mortar joints should be provided across continuous vertical joints or between face shells to prevent "blow-outs" due to the hydrostatic pressure of the CONCRETE UNIT MASONRY 04200 - 5 fluid grout. External ties or braces may also be used for this purpose. 2 . During construction, brace the ungrouted walls adequately to resist wind and other forces. I. Mortar Droppings and Overhangs : Thoroughly remove all mortar droppings and overhangs from the foundation or bearing surface, cell walls and reinforcing. Acceptable methods for this are by hosing with a jet stream at least twice a day (at mid-day and quitting time) or by providing a two or three inch blanket of dry sand over the exposed surface of the foundation, dislodging any hardened mortar from the cell walls and reinforcing with a pole or rod and removing the mortar debris with the sand cover prior to clean up and grouting. J. Construction Joints : 1 . In the High Lift Grouting Method, intermediate horizontal construction joints are not permitted. Plan the work for one continuous pour of grout to the top of the wall in four foot layers or lifts in the same working day. 2 . Should a blow-out, a breakdown in equipment, or any other emergency occur, cease the grouting operation. An alternate procedure may be used with the approval of the architect or structural engineer and the Division of the State Architect. 3 . The section of wall to be grouted in any one pour should be limited to a length in which successive lifts can be placed within one hour of the preceding lifts . 4 . Vertical control barriers shall be placed between pour sections in locations approved by the architect or structural engineer and the Division of the State Architect. K. Grouting: 1 . To prevent blow-outs pour no grout until the mortar has set and cured. However, grout the walls as soon as possible after mortar has cured to reduce shrinkage cracking of the vertical joints . 2 . All cleanout closures, reinforcing, bolts and embedded connection items are to be in position before grouting is started. CONCRETE UNIT MASONRY 04200 - 6 3 . Handle grout from the mixer to the point of deposit in the grout space as rapidly as practical by pumping and placing methods which will prevent segregation of the mix and cause a minimum or grout splatter on reinforcing and masonry unit surfaces not being immediately encased in the grout lift. Depending upon weather conditions and absorption rates of the masonry units, the lift heights and waiting periods may be varied. 4 . Under normal weather conditions with typical masonry units the individual lifts of grout are limited to four feet in height with a waiting period between lifts of thirty to sixty minutes . 5 . Place the first lift of grout to a uniform height within the pour section and mechanically vibrate thoroughly to fill all voids. The grouting team should be organized to enable the vibration to follow closely behind and at the same place as the pouring operation. 6 . After a waiting period sufficient to permit the grout to become plastic but before it has taken any set, the succeeding lift should be poured and alternate cells vibrated twelve inches to eighteen inches into the proceeding lift. Do this in such a manner as to reconsolidate the preceding lift and close any plastic shrinkage cracks or separations from the cell walls . 7 . If the placing of the succeeding lift is going to be delayed beyond the period of workability of the preceding lift, reconsolidate each lift by reworking with the mechanical vibrator as soon as the grout has taken its settlement shrinkage. 8 . Repeat the waiting, pouring and reconsolidation steps until the top of the pour is reached. The top shall also be reconsolidated after the required waiting period and any space left by settlement shrinkage filled with grout. 3 .02 CLEANING A. Immediately after the wall has been fully grouted, hose off with water under pressure through a jet nozzle, all the scum and stains which have percolated through the blocks and joints . CONCRETE UNIT MASONRY 04200 - 7 Se ;1.1❑tar Cap C 1 C � O a 3 L %O ' ' 1 C � LZ' < i i r 1,5 M 2 Courses Concrete Block 3 -Score Plain Face Both Sides F Approx. finlsr Top of Footing Elevation END WALL DETAIL SOUNDWALL ON PILE CAP No Scale B I ock Type : Two Courses 8 'x8 'x16' Concrete B I ock 3 -Score witti•Plain Face Both Sides Block Color : Ll grit Ton Bond Type : Stocked Bond ® Block Type : 8'x8'XI 6' Stor4rd Concrete Block Split Face Block Color : Light Ton Band Type Running Bond Mortar and blortcr Cap Sha I I W ai tclh TypeD Block Color Place Blocks Pcral lel to Ba:-rier ■ MORTAR CAP DETAIL SECTION No Scale Changes or Steps In VaII Heights Sholi be 18' WinlrrL.rn to 58' Waxirnsn In ►Aultiples of 8'. 8" WIDE 3 -SCORE PLAIN BLOCK No scale Allnlrrim I}Istonce Betweon-teas= r 2nd Step Wcr-tar Ccp Color e i f.-nT r Onge i No lecx i rrLrnl to Watch B 1 ock 6,Top o -f Wo 1 I A c 2 Coarses Conete B I ocak 3 -Sc -ore Plain Face Both Siders V Top of WoI1~, 3 r/a TRANSITION DETAIL No Sc=ale Note 1. Where barrier continues or cbuts bridge wingwcll. barrier will tem.incte with a vertical ending. N of e 2. Wher a SoLrvdwo 11 abuts caTD I Hart i on retaining wgll/scunaraII or bridge vitri srYkr4wpII, soundwaIl will #erminOte with a vertical ending. Note 3. See Sound WalI Plans for determination c -f vertical or ba -tiered ending. SOUND WALL DETAILS CONCRETE UNIT MASONRY 04200•- 8 `i •J = 0 f- 0 U) -0U) _ 0 UJ 0 �- 0 _ _ J ~ Z a W p :2 W LU Z W Z OZ U) =0 Z �a Z= ''a^ ~r^ v/ =J a a 0