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1999-0316_PASEO MONTE VISTA SEWER_Agenda Report 32400 PASEO ADE4ANT0 v I I Q MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 Il(.,,♦I OLLENE CAMPBELL JOHNR (949)493-I 171 � nununu WATT HART HART (949)493-1053(FAX) auuuw N61 GILJONES 1776 DAVID M.SWERDLIN C1N MANAGER . • GEORGE SCARBOROUGH MEMORANDUM TO: Interested Persons FROM: Cheryl Johnson, City Clerk DATE: March 17, 1999 SUBJECT: Paseo Monte Vista Sewer At their meeting of March 16, 1999, the City Council of the City of San Juan Capistrano had been scheduled to consider accepting Easement Deeds providing for the Paseo Monte Vista Sewer Facilities, and to consider the Plans and Specifications for the project. The City Council received a memorandum from staff advising that the Easement Deeds had not yet all been returned to the City and requesting that the item be removed from consideration. The City Council approved the staff request and the item will be rescheduled upon receipt of all Deeds. The Plans and Specifications and call for bids for the project were approved. Staff will being the bid process upon acceptance of the Deeds by the City Council. Please feel free to contact Nancy Barney, project manager, at 443-6362 if you have any questions. cc: Jack Huiberts Raymond Leach Carl Kniza Michael Tracy David Ball Thomas Hribar George Spaulding William Hoffman Mary Ann Hanover Mary Carroll Robert Lyons Engineering and Building Director Nancy Barney onuo USE Is s San Juan Capistrano: Preserving the Past to Enhance the Future 081 4. STATUS REPORT ON NEW DEVELOPMENT APPLICATIONS (440.10) The Report dated March 16, 1999, from the Planning Director, advising that three new development applications had been received since the last Report on February 2, 1999, was ordered received and filed. 5. ADOPTION OF RESOLUTION ACCEPTING A GRANT DEED FORA PORTION OF CAMINO CAPISTRANO,SOUTHWEST OF STONEHILL DRIVE(LOT LINE ADJUSTMENT 98-8,BLUE SKY PROPERTIES/CAPISTRANO FORD)(670.50] (CONTINUED FROM MEETING OF FEBRUARY 16, 1999) As set forth in the Report dated March 16, 1999, from the Director of Engineering and Building, the following Resolution accepting a Grant Deed for a portion of Camino Capistrano, southwest of Stonehill Drive was adopted in order to correct the Title to the property prior to recordation of a Lot Line Adjustment which is necessary for development of a Ford Truck dealership at Stonehill Drive and Camino Capistrano: RESOLUTION NO. 99-3-16-1, ACCEPTING GRANT DEED - CAMINO CAPISTRANO SOUTHWEST OF STONEHILL DRIVE (BLUE SKY PROPERTIES/FORDI - A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, ACCEPTING A GRANT DEED FOR A PORTION OF CAMINO CAPISTRANO SOUTHWEST OF STONEHILL DRIVE TO ACCOMMODATE THE PROCESSING OF LOT LINE ADJUSTMENT 98-8. (BLUE SKY PROPERTIES/FORD) The Mayor and City Clerk were authorized to execute the Resolution. The City Clerk was directed to forward the Deed to the Orange County Recorder for recordation. `.---16. APPROVAL OF PLANS AND SPECIFICATION, AUTHORIZATION TO RECEIVE BIDS AND AUTHORIZATION FOR CITY MANAGER TO AWARD CONTRACT - PASEO MONTE VISTA SEWER FACILITIES 600.30 As set forth in the Report dated March 16, 1999, from the Director of Engineering and Building,the plans and specifications and call for bids for the for Paseo Monte Vista Sewer Facilities project were approved. The City Manager was authorized to award the contract. 7. RECEIVE AND FILE CASH BALANCES BY FUND FOR MARCH 1998 (330.501 The Report of Cash Balances by Fund for the months ending July 31 through December 31, 1998, was ordered received and filed. 8. RECEIVE AND FILE REPORT OF INVESTMENTS - MONTH ENDING FEBRUARY 28, 1999 (350.30) The Report of Investments for the month ending February 28, 1999 was ordered received and filed. City Council Minutes -3- 3/16/99 AGENDA ITEM March 16, 1999 4 TO: George Scarborough, City Manager FROM: William M. Huber, Director of Engineering & Building SUBJECT: Consideration of Approval of Plans and Specifications, Authorization to Receive Bids and Authorization for City Manager to Award Contract-Paseo Monte Vista Sewer Facilities RECOMMENDATION By motion, approve the plans and specifications for Paseo Monte Vista Sewer Facilities. Authorize Staff to receive bids and authorize the City Manager to award the contract. SITUATION A. Summary and Recommendation Plans and specifications have been prepared to construct sewer facilities on Paseo Monte Vista. Staff is recommending approval of plans and specifications and authorization to receive bids. Staff is also requesting that the City Council authorize the City Manager to award the contract in order to expedite the bid process and award of contract. Staff will return the item to the City Council for ratification of the award following the bid process and award of contract by the City Manager. A copy of the plans and specifications is available for review in the City Clerks Office; a copy has been placed in the City Council Office. B. Background In May, 1998, property owners approached the City with a request for sewer facilities on Paseo Monte Vista. Construction of sewer facilities to replace the need for septic tanks reduces the possibility of ground water intrusion and is, therefore, beneficial to the community and its residents. In February, 1999, a Funding Agreement for construction and funding of this capital project by the City was approved. The agreement results ultimately in one hundred percent reimbursement by Paseo Monte Vista property owners upon connection to the sewer system. Easement Deeds have been offered by each of the private property owners located on Paseo Monte Vista for the sewer facilities and the City Council has been requested,under a separate item, to accept the Easements so that construction of the sewer facilities can proceed. Initial request and development of this project began in May, 1998. Other on-site home improvements by homeowners i e"4!b-#Wfc� pletion of the sewer line. AGENDA ITEM March 16, 1999 Staff, therefore, wishes to expedite the project by reducing the time frame needed to complete the bid process and award the contract. Staff is requesting approval of plans and specifications, authorization to receive bids, and authorization for the City Manager to award the contract. Following the bid process and award of contract by the City Manager, Staff will return the item to the City Council for ratification of the award. COMMISSIONBOARD REVIEW, RECOMMENDATIONS N/A FINANCIAL CONSIDERATIONS The Funding Agreement approved on February 2, 1999, allows for construction of the sewer facilities by the City,with reimbursement for actual costs by the homeowners. The City Council has approved use of the Sewer Enterprise Fund for this project,estimated at$45,000. Collection of costs and fees from the three homeowners initially participating in the agreement will generate reimbursement of$22,926 upon project completion. Additional reimbursement to the fund will occur as the other homeowners connect to the system. NOTIFICATION Each of the property owners along Paseo Monte Vista is being notified per the attached mailing list (Attachment Q. ALTERNATE ACTIONS 1. Approve the plans and specifications for Paseo Monte Vista Sewer Facilities, authorize Staff to receive bids, and authorize the City Manager to award the contract; 2. Do not approve the plans and specifications, do not authorize Staff to receive bid, and do not authorize the City Manager to award the contract; 3. Request additional information from Staff. RECOMMENDATION By motion, approve the plans and specifications for Paseo Monte Vista Sewer Facilities. Authorize Staff to receive bids and authorize the City Manager to award the contract. Respec)/fuU�lly Submitted, Prepared by liam M. Huber, P.E. �cy Barney r Director, Engineering & Building Management Analyst Attachments: A. Location Map B. Mailing List WMHNB CITY OF SAN JUAN CAPISTRANO COUNTY OF ORANGE STATE OF CALIFORNIA SPECIFICATIONS AND CONTRACT DOCUMENTS PASEO MONTE VISTA SEWER Members of the City Council JOHN GREINER, MAYOR DAVID SWERDLIN WYATT HART COLLENE CAMPBELL GIL JONES CITY MANAGER GEORGESCARBOROUGH DIRECTOR OF ENGINEERING AND BUILDING WILLIAM M. HUBER FEBRUARY 1999 ®RAFT TABLE OF CONTENTS PASEO MONTE VISTA SEWER TITLE PAGE CONTRACT DOCUMENTS Notice Inviting Bids . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 BidProposal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-. . 3 Schedule of Work Items . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Non-Collusion Affidavit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Designation of Sub-Contractors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Instructions to Bidders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 BidBond . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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-3 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-4 Section 8 Construction Zone . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-4 Section 9 Pre-Construction Coordination Meeting . . . . . . . . . . . . . . . . . . . . . . . SP-4 Section 10 National Pollutant Discharge Elimination System . . . . . . . . . . . . . . . SP-4 Section 11 Preservation of Survey Monuments . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-5 Section 12 Monumentation Identification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-6 Section 13 Hours of Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-6 Section 14 Special Provisions for the Construction of Sanitary Sewer . . . . . . . . . SP-6 Section 15 Alternate Pipe Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-6 Section 16 Notification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-6 Project Schedule Form . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DETAIL SPECIFICATIONS AND METHOD OF PAYMENT Bid Item 1 Project Survey . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-1 Bid Item 2 Reestablish Center Line Ties and Monuments . . . . . . . . . . . . . . . . . DS-1 Bid Item 3 Off Street Storage of Equipment and Materials . . . . . . . . . . . . . . . . . DS-I Bid Item 4 Connect to Existing 8" Diameter Sewer . . . . . . . . . . . . . . . . . . . . . . DS-1 Bid Item 5 Construct 8" Diameter Sewer in Paved Area . . . . . . . . . . . . . . . . . . . DS-2 Bid Item 6 Construct 4" Diameter Sewer Lateral in Paved Area . . . . . . . . . . . . . DS-2 Bid Item 7 Construct 48" Diameter Manhole . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-3 Bid Item 8 Unsuitable Material . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-3 Bid Item 9 Additional Bedding . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-3 APPENDICES 1. Special Provisions for the Construction of Sanitary Sewers 2. City Existing Street Trench Detail PASEO MONTE VISTA SEWER NOTICE INVITING BIDS Public notice is hereby given that the City of San Juan Capistrano will, up to xx p.m.. on the xx day of xx 1999,receive sealed proposals or bids for the Paseo Monte Vista sewer in accordance with the approved Plans, Specifications, Special Provisions,and the Standard Specification for Public Works Construction. 1997 Edition, including all supplements therefore, on file in the office of the City Clerk of the City of 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. Any person desiring to submit a bid proposal in response to this bid package must first purchase the bid package. 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 xx a.m. on the xxth day of xx 1999, in the City Council Chambers. 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 tweaV five (25) 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 CITY CLERK CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA 2 BID PROPOSAL For the: PASEO MONTE VISTA SEWER 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 Standazd Specifications for Public Works Construction. 1997 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 of: Words Figures Said amount to include and cover all taxes, the famishing 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. 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 twee five (25) 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 3 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 (30) 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 Vages B- I 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 bid. 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: 4 (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 ITEM PASEO MONTE VISTA SEWER Item Approximate Work Items With Unit Price Unit Price Total Amount tit (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 L.S. Off-street storage of equipment and materials for the lump sum price of dollars. $ 4 L.S. Connect to existing 8" diameter sewer for the lump sum price of dollars. $ 5 509 L.F. Construct 8" diameter sewer in paved area for the unit price of dollars per lineal foot. $ $ 6 6 EA Construct 4" diameter sewer lateral in paved area for the unit price of dollars per each. $ $ 7 2 EA Construct 48" diameter manhole for the unit price of dollars per each. $ $ 8 50 Tons Excavation and disposal of unsuitable material as directed by the Engineer for the unit price of dollars per ton. $ $ 9 50 Tons Furnish and place additional bedding as directed by the Engineer for the unit price of dollars per ton. $ $ 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 1997 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. Interoretation 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 pisqualification 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 govem. 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 hearing the title of the work,the name of the bidder, bid opening date and ti.:.c of bid opening. Licensinia 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 ninety(90)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 ninety (90) 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 fumish 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. 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. 11 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 twenty five (25 )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 Waees 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." Building 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 KNOW 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 shalt, within fifteen (13) 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, then the above obligation shall be void and of no effect, otherwise to remain 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-L IN WITNESS WHEREOF, the above-bounden parties have executed this instrument under their several seals this day of 19the 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: Title: ATTEST (If Corporation) Corporate Seal SURETY ATTEST BY: Title: Title APPROV AS TO FORM: (I Lq�4� John Shaw, City Xttomey IM-2 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That as Principal, hereinafter called CONTRACTOR, and as Surety, hereinafter called SURETY, are held and firmly bound unto the City of San Tuan 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 waives 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. PI3-I 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, alterations, or modifications of the contract documents or of work to be performed thereunder. Executed this day of 19 , at California. PRINCIP AL APPROVED AS TO FORM (NOTARIZATION AND SEAL) JAM0 J N R. SHAW, CITY ATTORNEY SURETY (NOTARIZATION AND SEAL) Premium included LABOR AND MATERIAL 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 3, Chapter 3 of the Government Code of California as amended, that the surety will pay for the same in an amount not exceeding the sum specified in this bond and also in case suit is brought upon the bond, a reasonable attorney's fee to be fixed by the court. This bond 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. LM-1 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 FORM (-�L e S Q LAI.J — R. SHAW, CITY ATTORNEY 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. 1997 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 WORD. CONTRACTOR agrees to furnish all tools, labor, material, equipment, transportation, and supplies necessary to perforin and complete in good and workmanlike manner the construction of PASEO MONTE VISTA SEWER 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; 1 therefore, 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, conies 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. CONTRACTOR 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, defend 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 3 CONTRACTOR, or by any SUB-CONTRACTOR, for each calendar day during which such 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: JOHN GREINER, MAYOR BY: CONTRACTOR, LICENSE NO. AND CLASSIFICATION ATTEST: Cheryl Johnson, City Clerk APPROVED AS TO FORM: John Shaw, City Attorney 4 CITY OF SAN JUAN CAPISTRANO PASEO MONTE VISTA SEWER SPECIAL PROVISIONS WORK TO BE DONE The work to be done under this contract in general consists of the construction of approximately 509 linear feet of 8" diameter sanitary sewer and associated manholes and laterals in the private street Paseo Monte Vista. The work shall also include all other miscellaneous items and appurtenant work as contained in the contract documents. SECTION 1 - STANDARD SPECIFICATIONS The contractor shall perform his work in accordance with the Standard Snecifrcations for Public Works Construction 1997 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 cavy 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. Change 5: Section 7-10.2 - Storage of Equipment and Materials in Public Streets Construction equipment and materials shall not be stored in streets,roads,highways or public right-of-way,nor in Paseo Monte Vista,which is a private street. All materials or equipment not installed or used in construction within the daily work period shall be stored elsewhere by the contractor at its expense. Construction equipment shall not be stored at the work site before its actual use on the work. Excavated material, except that which is to be used as backfill in the adjacent trench, shall not be stored in public streets,roads,highways or public right-of-way. After placing backfill, all excess material shall be removed immediately from the site. SP-2 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. 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. SP-3 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. SECTION 8 - CONSTRUCTION ZONE 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 of farilities 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. 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. 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. SP-4 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 haz^-dous 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 from the 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. SECTION 13 - HOURS OF WORK The hours of work shall be 8:00 a.m. to 4:00 p.m., Monday through Friday. SECTION 14 - SPECIAL PROVISIONS FOR THE CONSTRUCTION OF SANITARY SEWERS All work shall conform to the Special Provisions for the Construction of Sanitary Sewers, City of San Juan Capistrano, hereinafter referred to as "City Sewer Special Provisions". A copy of this document is made a part hereof. Sewer bedding material B shall be 6" minimum thickness under the pipe, crushed stone,with the following grading (see Standard Specifications Section 306.1.2.1). %Passine Sieve Size 100% V 90% - 100% 3/4" 20% - 55% 3/8" 0% _ 10% 44 0% - 5% #8 SECTION 15 - ALTERNATE PIPE MATERIALS The contract is advised that SDR35 PVC pipe is the only City-approved alternate material for use in sewer line construction in lieu of extra strength vitrified clay pipe. The minimum requirements for PVC pipes shall be SDR35 conforming with ASTMD-3034. All pipes shall conform to the requirements set forth in the standard specifications for the use intended. For SDR35 PVC pipe bedding, material B shall be used instead of bedding material A in the pipe zone, Appendix 4. SECTION 16 -NOTIFICATION The contractor shall notify residents of Paseo Monte Vista 72 hours prior to the start of construction with an approved written notice. SP-6 • tl• • 191• •1 •_• _ • - •- • • • •• • - 41, R. • 1 1 1 1 1 • 1 1 : 1 ' 1 11 101 1soon own �soon= mmmm �soon � �� CITY OF SAN JUAN CAPISTRANO PASEO MONTE VISTA SEWER DETAIL SPECIFICATIONS AND METHOD OF PAYMENT BID ITEM 1 - 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. The contractor shall ensure that the intent of the design will be met by checking existing construction elevations for compatibility with the proposed construction. Any discrepancies shall be reported to the engineer for review. 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 - 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 - OFF-STREET STORAGE OF EQUIPMENT AND MATERIALS The work for this item shall consist of complying with the modified requirements of Section 7-10.2, Storage of Equipment and Materials in Public Streets, in the contract Special Provisions. 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 4 - CONNECTION TO EXISTING SEWER The work for this bid item shall consist of connecting 8" diameter new sewer to existing 8" diameter sewer and removing the existing plug. Excavation, dewatering, bedding, temporary by-passes, trench shoring, compacted backfill, street reconstruction, potholing for existing utilities, plating and all other items of work as prescribed in the Special provisions for the City of San Juan Capistrano are included in the lump sum bid price. Elevations of all connecting inverts shall be verified in the field prior to commencement of construction. DS-1 PAYMENT The lump sum price bid for connecting the 8" diameter new sewer to the existing 8" diameter sewer shall include all labor, materials, tools and equipment necessary for the work, and no additional compensation will be made therefor. BID ITEM 5 - CONSTRUCT 8" DIAMETER SEWER The workmanship and materials included in the work prescribed for Bid Item 5 shall be in conformance with the provisions of the standard specifications and sewer special provisions. The contractor shall famish and place the 8" diameter sewer with bedding material per Section 14, and Section 15,to the line and grades as shown on the plans or staked in the field, and shall include a terminal cap or plug. Excavation including asphalt to 6" greater each side than the trench width, dewatering, bedding, temporary by-passes, trench shoring, compacted backfill within the excavated trench, street reconstruction to the underside of pavement asphalt; potholing for existing utilities, plating, and all other related items of work as prescribed in the Special Provisions for the City of San Juan Capistrano are included in the unit price bid. Elevations of all connecting inverts shall be verified in the field prior to commencement of construction. The contractor shall excavate so that this can be accomplished. Protection of all existing utilities and sewer lines shall be the contractor's responsibility and included in the unit price bid. The length of trench opened shall be only that amount in which pipe can be laid and backfilled with temporary AC on one work period. Streets shall be swept twice at a minimum during sewer construction. One sweeping shall be on each Friday after work completion. Spoils shall be removed daily, no stockpiling on Paseo Monte Vista will be allowed. PAYMENT The unit price per linear foot for bid item 5, 8" diameter sewer in paved areas shall include all labor, materials, tools and equipment for the placement of the 8" diameter sewer, and no additional compensation will be made therefor. BID ITEM 6 - CONSTRUCT 4" DIAMETER SEWER LATERAL IN PAVED AREAS The work for this item shall consist of furnishing and placing 4" diameter sewer laterals from the new 8" diameter sewer as shown on the plans, and shall include a terminal cap or plug. Excavation, dewatering, bedding, temporary by-passes, trench shoring, compacted backfill, street reconstruction, potholing for existing utilities, plating and all other related items of work as prescribed in the Special Provisions for the City of San Juan Capistrano are included in the unit bid price. DS-2 The contractor shall provide all material, labor, tools and equipment and all other related items of work as prescribed in the Special Provisions for the City of San Juan Capistrano. PAYMENT The unit price per lineal foot for Bid Item 6 shall include all labor, materials, tools and equipment for the grouting of abandoned sewer line, and no additional compensation will be made therefor. BID ITEM 7 - 48" SEWER MANHOLE The workmanship and materials included in the work prescribed for Bid Item 7 shall be in conformance with the provisions of the Standard Specifications and City Sewer Special Provisions and per Standard Drawing No. S-1. The contractor shall famish and construct 48" sewer manholes to the lines and grades as shown on the plans or staked in the field. PAYMENT All excavation,dewatering,bedding,temporary by-passes,compacted backfill, street reconstruction, plating, shoring and removals of interfering portions of the existing sewer line and temporary by- passes shall be to the satisfaction of the Engineer and are included in the unit price bid and no additional compensation will be made therefor. BID ITEM 8 - UNSUITABLE MATERIAL The contractor shall inform the Engineer immediately if unsuitable material is encountered upon which the bedding material or pipe is to be placed. This unsuitable material should be removed to a depth ordered by the Engineer and replaced with bedding material suitably densified in accordance with Section 306-1.2.1 of the Standard Specifications. For this bid item,the unit price should reflect that any quantity from zero to 50 tons may be required and that no adjustment to the unit bid price will be made. PAYMENT The unit price bid for unsuitable material shall include all labor, materials, tools, equipment and dump fees necessary to complete the work as specified and no additional compensation shall be made therefor. This item can be deleted or reduced at the direction of the Engineer. BID ITEM 9 - ADDITIONAL BEDDING The work for this item shall include furnishing and placing additional bedding to replace unsuitable material excavated under Bid Item 8 to the requirements of Section 306-1.2.1 of the Standard Specifications. For this bid item, the unit price should reflect that any quantity from zero to 50 tons may be required and that no adjustment to the unit bid price will be made. DS-3 PAYMENT The unit price bid for replacement of unsuitable material shall include all labor, materials, tools and equipment necessary to complete the work as specified and no additional compensation shall be made therefor. This item can be deleted or reduced at the direction of the Engineer. DS-4 SPECIAL PROVISIONS FOR THE CONSTRUCTION OF SANITARY SEWERS CITY OF SAN JUAN CAPISTRANO SAN JUAN CAPISTRANO, CALIFORNIA ADOPTED BY RESOLUTION NO. 78-2-15-3 ON FEBRUARY 15, 1978, BY THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA. RESOLUTION N0. 78-2-15-3 PUBLIC WORKS CONSTRUCTION STANDARDS 'MODIFICATION A RESOLUTION OF THE CITY COUNCIL OF THE CITY 01 SAN JUAN CAPISTRANO, CALIFORNIA, MODIFYING TNL PUBLIC WORKS CONSTRUCTION STANDARDS BY ZSVMISHING SPECIAL PROVISIONS FOR SANITARY =182, CONSTRUCTION IN ACCORDANCE WITH THE FFMISIONS OF ORDINANCE NO. 349; STANDARD - SEECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WHEREAS, the City Council has adopted Ordinance No. 3.19, Standard Specifications for Public works Construction; Section 2 of said Ordinance permitting the modification or amendment to the approved Public Works Construction Standards; and, MWREAS, the City Engineer has established that the Special Provisions for the Construction of Sanitary Sewers are comparable to existing construction methods throughout the County of Orange. Three (3) copies have been and now are filed in the office of the City Clerk for examination. NOW, THEREFORE, BE IT RESOLVED that the effective date of this Resolution shall be March 2, 1978. PASSED APPROVED AND ADOPTED this 15th day of February 1 1978 by the following vote, to wit: . AYES: Councilmen McDowell, Friess, Nash and Mayor Heckscher NOES: None ABSENT:. Councilman Sweeney O. HECKSCHER, MAYOR ATTEST: CITY CLERIC !/ STATE OF CALIFORNIA ) COUNTY OF ORANGE ) as. CITY OF SAN JUAN CAPISTRANO ) I, NARY ANN HANOVER, City Clerk of the City of San Juan Capistrano, California, DO HEREBY CERTIFY that the foregoing is a true and correct copy of Resolution No. 78-2-15-3 adopted by the City Council of the City of San Juan Capistrano, California, at a regular meeting thereof held on the 15th day of February 1978 - (SEAL) L i ) 4-f %'�".Y - MARY AN HANOVER, CITY CLERK I TABLE OF CONTENTS = SECTION I: EXECUTION OF WORK PAGE I-01 TRENCH EXCAVATION AND BACKFILLING . . . . . . . . . 1 I-02 PROTECTION OF EXISTING UTILITIES . . . . . . . . . 3 1-03 PIPE LAYING . . . . . . . . . . . . . . . . . . . . 4 1-04 MANHOLES . . . . . . . . . . . . . . . . . . . . . 6 I-OS CONNECTION TO EXISTING MANHOLES . . . . . . . . . . 7 I-06 MUSE CONNECTIONS . . . . . . . . . . . . . . . . . 7 I-07 SEPARATE WYES AND TEES . . . . . . . . . . . . . 7 1-08 TESTS .FOR LEAKAGE . . . . . . . . . . . . . . . 8 LIST OF STANDARD DRAWINGS . . . . . . . . . . . . . . . . 10 THE CONSTRUCTION OF SANITARY SEWERS SHALL BE DONE IN ACCORDANCE WITH THE PROVISIONS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WO S CONSTRUCTION, 19? EDITION, AND THESE SPECIAL PROVISIONS. A COPY OF EACH SHALL BE MAINTAINED AT THE PROJECT SITE AT LL TIMES. SECTION I EXECUTION OF .WORK I-01 TRENCH EXCAVATION AND BACKFILLING: A. Excavation: Excavation for trenches shall include the re- moval o! all material of any nature for the installation of the pipes or structure and shall include the construc- tion of trench shoring and timbering and all negessary installations for dewatering as required. The Contractor shall familiarize himself with, and shall conform to the regulations of the "General Construction Safety Orders" and "Trench Construction Safety Orders,, of the State of California, Department of Industrial Relations, Division of Industrial Safety. Whenever the trench excavation is made in undisturbed ground and. the earth is of a stable, well-consolidated material, tunnels connecting open trenches may be con- structed provided the roof of the tunnel slopes at a mini- mum of one (1) foot vertical to three (3) feet horizontal and a minimum clear space of two (2) feet is allowed above the top of the pipe. Bell holes shall be excavated in the bottom of the trench, when required, of sufficient size and depth to permit con- structing the joints. Between bell holes, the entire length of the pipe shall have a uniform bearing upon undis- turbed soil. Excavations for manholes shall be of sufficient width to leave at least six (6) inches in the clear between their outer surface and the embankment or timbering which may be used. B. Minimum Width of Trench: The minimum width of pipe trenches, measured at the crown of the pipe, shall not be less than twelve (12) inches greater than the exterior diameter of the pipe, exclusive of bells, and the minimum base width of such trench shall not be less than twelve (12) inches greater than the exterior diameter of the pipe exclusive of special structures or connections, and such minimum width shall be exclusive of all trench timbers. C. Maximum Length of Open Trench: Except by special permission Fy the Engineer, the trench shall not be open for a total of more than 500 feet at any given time for the total project . D. Maximum width of Trench: The maximum allowable width of trench for all pipelines measured at the top of the pipe Shall be the outside diameter of the pipe (exclusive of bells or collars) plus sixteen (16) inches, and such maxi- mum shall be inclusive of all timbers. A trench wider than the outside diameter plus sixteen (16) inches may be used without special bedding if the Contractor, at his expense, will furnish pipe of the required strength to carry the additional trench load. Such modifications shall be submitted to the Engineer and approved in writing. whenever such maximum allowable width of trench is exceeded for any reason except as provided for in the .plans or specifications, or by the written direction of the Engineer, the Engineer may require, at his discretion, that the Con- tractor, at his expense for all labor and materials, cradle the pipe in Class 420-C-2000 concrete. E. Backfillin Excess Trench Dept : If any trench, through two neg act of the Contractor, be excavated below the botton► grade as required by the profiles, it shall be refilled to grade, at the Contractor's expense for all labor and material, with clean sand or sand and gravel well tamped in place. F. Bracin Trenches : The sides of the trenches shall be sup- ' porta with p ank sheeting and bracing, and all tunnels shall be timbered wherever the ground will not stand un- supported. In all cases the sheet piling or timbering Shall be redrawn as the work progresses, in such manner as to prevent as much as possible the caving inward of the sides of the trench. All excavations shall be done is accordance with all laws and ordinances of the County or State as they may apply. G. Crushed Rock Bedding: where ground water is encountered or the native material does not afford a sufficiently solid foundation for pipe sub-grade as specified above, the Contractor shall excavate to such depth below sub- grade as the Engineer decides is necessary and shall con- struct a stable base by placing crushed rock bedding upon which sub-grade can be prepared. Crushed rock for bedding shall be two-inch (211) maximum size. M. pipe Zone Backfilling: The pipe zone shall be considered to extend from the grade line to a minimum of twelve (12) inches above the top of the pipe. In the pipe zone, the backfill material shall consist of sand or select backfill material . Placing of the backfill material in the pipe zone shall be as determined by the Engineer. Particular attention is to be given to the underside of the pipe and fittings in order to provide a firm support along the full length of the pipe. -2- 1, pi Zone to To of Trench Backfilling: From the top of t e selected backfill to the top of the trench, the material for backfill shall be free from stones or lumps of material exceeding three (3) inches in greatest dimension. This backfill material shall be compacted to a minimum relative density of ninety (90) percent of maximum. This compaction shall be obtained by means of water settlement or tamping, depending on the nature of the material. Sandy, granular soils may be compacted by means of water settlement. The area to be backfilled by water settlement shall be diked at suitable intervals so that water will be impounded to sufficient depth so that earth pushed or shoveled into the area will be falling into water at all times and will be completely saturated. Soils not having a sand or granu- lar nature shall be backfilled and compacted by either of the following methods: 1. The material shall be placed in layers not exceeding eight (8) inches in thickness, loose measurement, and each layer compacted to a relative density of ninety (90) percent or more, of maximum by means of hand or pneumatic tampers. 2. The material shall be placed in layers measuring at least four (4) feet in thickness; loose measurement, and each layer compacted to a relative density of ninety (90) percent or more. On steep slopes and other locations where compaction by flooding is not practicable, the backfill shall be compacted by means of either of the above tamping methods. Backfill material .placed within twelve (12) inches or less of base of pavement, sidewalk, curb, or concrete structure, shall have an expansion, when saturated with water, of less than one and one-half (1-1/2) percent, and a minimum compacted density of ninety (90) percent of maximum. Any excavated material which does not con- form to these specifications shall not be used for this portion of the backfill and new material conforming to these requirements shall be obtained and placed at the Contractor's expense. I-02 PROTECTION OF EXISTING UTILITIES: A. General: Utilities for the purposes of these specifica- tions shall be considered as including but not limited to : Pipelines , conduits, transmission lines, and appurtenances of "Public Utilities" (as defined in the Public Utilities Act of the State of California) and those of private indus- try, businesses, or individuals solely for their own use or for use of their tenants ; and storm drainage, sanitary sewers, street lighting, and traffic signal systems . The -3- accuracy or completeness of the utilities indicated on the drawings is not guaranteed. Service connections to ad- jacent property may or may not be shown on the drawings. It shall be the responsibility of the Contractor to deter- mine' the exact location of all utilities and their service connections. The Contractor shall make his own investi- gations as to the location and type of existing utilities and their appurtenances and service connections which may be affected by the contract work and shall notify the Engineer as to any utility located by him which has been incorrectly shown or omitted from the drawings. H. Res nsibilit of 'the Contractor: The Contractor shall be e reap0 mi le for all costs, for the repair of any and all damage to the contract work or to any utility (whether previously known or disclosed during the work) , as say be caused by his operations. Utilities not shown on the draw- ings to be relocated or altered by others, shall be main- tained in •place by the Contractor. At the completion of the contract work, the Contractor shall leave all utilities and appurtenances in a condition satisfactory to the owners and the City. I-03 PIPE LAYING: After the trench for the pipe has been excavated to the proper line and grade in the manner before specified, the pipe shall be laid therein in the following manner: Before lowering, and while suspended or standing vertically at trench side, the pipe shall be inspected for defects and rung with a light hammer or other metal object to detect cracks. Any defective, damaged, or unsound pipe shall, be rejected. Before any pipe is lowered into place, the trench bottom shall be prepared so that each length of pipe shall have a firm and uniform bearing over the entire length of the barre3: All adjustments in line and grade shall be made by scraping away or filling and tamping in under the barrel of the pipe and not wedging or blocking. The faces of all spigot ends and all shoulders in the hubs or sockets must be true and brought into firm contact, and any lumps and excrescences on said faces shall be cut away before the pipe is lowered into the trench. The pipe shall be laid , without break, upgrade from structure to structure and with the socket upgrade. Whenever the work ceases for any reason, the unfinished end of the pipeline shall be securely closed with tight fitting plug or cover. The interior of each pipe, after being laid, shall be thoroughly cleaned. A. Jointing Vitrified Clay Pipe: Mechanical compression joints for vitrified clay pipelines shall be assembled in accordance with the manufacturer's recommendation. Care shall be taken to insure that a tight compression joint is effected upon assembly. _,4- B. Jointing Cast-Iron Pipe: 1. Lead Joints: The spigot end of the pipe shall be nserted for the full length of the socket in such a manner that the inside surface of the pipe shall be flush and even. For leaded joints a gasket of oakum shall be driven tightly into the joint from the outside using a caulking iron, leaving a depth of at least 2-1/2 inches of the annular space clear to receive the lead. The oakum shall be so placed that a gasket of uniform thickness is obtained. It shall be. driven back solidly so that there are no loose ends protruding. A suitable runner mudded with clay shall then be placed around the pipe and the ends of the runner shall be clamped, leaving an opening at the top of the pipe slightly off center and sufficiently large to allow the lead to be poured.' The lead shall be heated to a temperature such that when stirred it will show a rapid change in color. Scum shall be removed before pouring. Lead shall be poured at a good speed to fill the joint completely in one continuous operation. The runner shall not be removed until the lead has solidified. After the runner has been removed, the .lead sball be thoroughly caulked in such a manner as to secure a watertight joint without overstraining the cast iron bell. The face of the completed joint shall be flush with the face of the bell. Spongy or imperfectly filled Joints shall be burned out and repoured. 2. Mechanical- Joints: Joints shall be in accordance with lI1fA C-111-64. When tightening bolts the gland is to be brought up toward the pipe flange evenly, maintain- ing approximately the same distance between the gland a and the face of the flange at all points around the socket to provide an effective joint seal. 3. Neoprene-Ring Joints: Between lengths of cast iron pipe, neoprene gasket joints can be used. Joints shall be "Tyton" as manufactured by the United States Pipe and Foundry Company or approved equal. Installation shall be in accordance with the Manufacturer's recom- mendations. Gasket seats and neoprene gaskets shall be thoroughly cleaned before assembly. The completed joint shall have a uniform contact by the gasket between the outer surface of the spigot and the gasket seat of the bell. C. Horizontal Separation: See Standard Drawing S-5. D. Vertical Se oration: Whenev6r a sanitary sewer, including house atera s , must cross a pressure water main, the sewer shall be of one of the following types of construction: -5- Class 150 or heavier cast-iron pipe with hot-dip bituminous coating and with lead or mechanical ,joints. Vitrified clay pipe with reinforced concrete encasement, which encasement shall have a minimum thickness of 6 inches. Vitrified clay pipe within a continuous steel casing, which casing shall have a thickness of not less than 1/4 inch and with all voids between sewer pipe and casing pressure grouted with sand-cement grout. If the sewer is above the water main, the special construc- tion shall extend a sufficient distance on both sides of the crossing to provide 10 feet of horizontal clearance with the water main. If the sewer is located below the water main and within a vertical distance of 3 feet clear- ance distance, the special construction shall extend a suf- ficient distance on both sides of the crossing to provide 4 feet of horizontal clearance with the water main. These construction requirements shall not apply to those house laterals that cross below a pressure water main. S. S1 hon Criteria: Siphons are unacceptable to the City un eon ®111 mely unusual circumstances prevail. I-04 MANHOLES: Manholes shall be constructed of precast reinforced concrete sections. The bottoms of all such structures are to be formed of concrete of the full thickness shown on the plans and the concrete shall be propor- tioned as herein before specified. The inside bottom of the manholes shall rise above the footing a distance equal to the diameter of the largest pipe entering or leaving the manhole, and the flow-through channel shall conform to the inverts of the sewer pipes. The surface of the channel shall be troweled to a smooth and even surface. Man- hole steps shall be uniformly spaced at a maximum of 16 inches with the top step placed ,just under the manhole frame. The lowest step shall be placed not more than 24 inches above the shelf. The top step shall project 3 inches inside the manhole and all others 5 inches . The tops of all manholes located in paved areas shall be set flush with final paving grade. The tops of manholes located in improved but unpaved areas shall be set to be even with finished grade. Tops of manholes and cleanouts located in unimproved areas shall be set to prevent the entry of surface water as directed by the Engineer. Precast manhole sections shall be ,laid concentrically to provide a smooth interior manhole surface. Joints shall be completely filled with mortar to provide watertight seals. -6- I-05 CONNECTION TO EXISTING MANHOLES: In the locations as shown on the drawings the Contractor shall break into existing manholes structures and install the new inlet lines as specified. New flow-through channels shall be constructed in each manhole base to accommodate the new sewer lines. Smooth transitions shall be-- . installed e-. installed from the inverts of the newly installed pipes to the exis- ting manhole outlets. Openings in the sides of the manholes shall be sufficient to permit the inserting of the sewer pipes and the forming o1 5-sack grout around the newly installed pipes. Other details shall be in accor- dance with the Standard Drawings. I-06 HOUSE CONNECTIONS: The term "house connection" as used in these specifications or on the plans is used to designate a lateral sewer, laid from a main sewer to a point at the property line, or other location, as shown on the plans, from which sewer service can be obtained by proper extension. The house connection shall be constructed on an unyielding foundation, with joints closely and accurately fitted, true to line, and on a straight grade from the bend joining the main sewer to their upper ends, unless otherwise indicated on the plans. House connections shall not be laid on a slope greater than 45 degrees from a horizon- tal line unless required or approved by the Engineer. Wyss for house connections shall be installed as specified below. The house connec- tions sewer lines shall be jointed to Y branches by eighth bends. All eighth bends are a part of the house connection sewer line. The top of pipe of the upper end d each house connection shall be built to a depth of 5 feet below the surface of the ground, except where different depths are indicated on the plans. Where a house connec- tion sewer is to be connected with a chimney, all bends leading away from the Y branch are a part of said house connection sewer line. All house connections shall be installed with a suitable stopper of the size of the connection. House connections shall be properly field marked by means of an "S" on the top of the curb or by other means, approved by the Engineer, where necessary. I-07 SEPARATE WYES AND TEES; Commercially manufactured wyes and tees shall be installed where indicated on the plans and/or at such other locations required by the Engineer. Where conditions are such that the connecting pipe cannot be adequately supported on undisturbed earth or tamped• back- fill, the pipe shall be encased in concrete or supported on a concrete cradle as directed by the Engineer. Concrete required shall be in- stalIed at the Contractor 's expense. All wye and tee branches not to be joined to house connections shall be installed with a suitable stopper of the size of the wye or tee branch. The Y branches, unless -7- otherwise specified, will be inclined upward at an angle not greater than 45 degrees from a horizontal line. If so shown on the plans, T branches shall be substituted for Y branches. No Y or T branch shall be placed closer than 5 feet to the centerline of any manhole or clean- out.. The use of double wyes will not be permitted except as specified or required for chimneys. I-08 TESTS FOR LEAKAGE: Tests for pipeline leakage shall be in accordance with the following specifications: A. Leska a Due to Internal Pressure: In sections of line w re significant ground water is not present above the average pipe invert, the Engineer. shall inspect all pipe- line Joints after completion of final pipe Jointing. Based on this inspection the Engineer shall decide whether water pressure tests or air pressure tests shall be conduc- ted and shall stipulate the pipeline sections to be tested In all sewer lines. If required, water pressure tests shall be conducted as follows: The pipeline between manholes is the sections to be tested shall be filled with water and the ends of the line plugged with a plumbers plug. Sufficient time shall be permitted to elapse between the filling and the testing of the line to permit absorption of water by the pipe walls. The man- hole shall be filled to a level not less than four feet above the level of the sewer in the upper manhole. One gallon of water shall be added and the time required for the water level to return to the mark shall be measured. The 'time so measured shall not be less than that computed by the following formula: Minimum Time (minutes? - 7 063 Diameter inches) x Test Length (feet) If the leakage is greater than allowed, the pipe shall be overhauled by the Contractor at his. expense until the joints shall hold satisfactorily under this test. B. Leaka a Due to Infiltration: If, in the construction of a sec oa o e sewer or any size, excessive ground water is encountered, the test for leakage, described in Section "A,, above, shall not be used, but instead a test- for infiltra- tion shall be conducted for each section of the work if ordered by the Engineer. The end of the sewer at the upper structure shall be closed sufficiently to prevent the entrance of water; pumping of ground water shall be discontinued for at least three days and the section shall be tested for in- filtration. The infiltration shall not exceed 1,000 gallons per diameter inch per mile per, day of main line sewer being tested and does not include the length of house connections entering that section. Where any infiltration in excess of -8- this amount is discovered before completion and acceptance of the sewer, the sewer shall be overhauled by the Con- tractor at his expense and the amount of infiltration re- duced to a quantity within the specified amount before the sever is accepted. Should, however, the infiltration be less than the specified amount, the Contractor shall stop any individual leaks that may be observed, when ordered to do so by the Engineer. C. Leaks a Measured Usia the Air Pressure Method: The Con- tor aha p ug t ends o the sewer iaes being tested with plugs and brace the ends of the pipe where needed. It is recommended that the Contractor make an initial air test of the sever main after installation and backfill and consolidation of the trench, and prior to installation of the fuse laterals. Such preliminary tests shall not con- stitute the final test.. The final leakage test shall be conducted in the following manner, and shall include the sever main and laterals as a unit: The line shall be supplied with air until 3-1/2 pounds per square inch guage (psig) pressure has been reached, at which time the flow to the pipe shall be shut off. The Inspector will then accurately determine the time loss of 1/2 psig pressure, to 3 psig pressure. The input air pres- sure shall not exceed 5 psig and shall be regulated by a suitable regulator valve. The air test equipment is to be approved by the Engineer. The pressure loss of 1/2 psig pressure shall not occur in a time period of less than 1 minute. If the time loss is less than 1 minute, the Contractor shall make such repairs as are necessary to the satisfaction of the Engineer to eliminate the excessive leakage. -9- REPLACEMENT PAVEMENT A.C. OR- P.C.C. EXISTING tMPAVEMENT 0.35' KIN. EELCUT OR SANCUT REPLACEMENT p•L. PAVEMENT 0.65'KIN. C.A.B. OR SLURRY B, A. FOR LOCAL STREETS, SEE NOTE 11 I.0' KIN. C.A.B. OR SLURRY AND TABLE HEREON FOR HIGHER TRAFFIC DESIGN STREETS. 1_ o BACKFILL MATERIAL JV 7� "' SLURRY OR UNTREATED UNDER 2' 0.50' �/ �, BASE. SEE NOTE 3. ovm 2' 1.0' Y S *WHICHEVER IS LESS BUT NOT - BEDDING MATERIAL A: PEP. SUBSECTION LESS THAN .35 I p. <�� T�FTLzimu RD SPECIFICATION MIN. MIN. S.E. = 30. COMPACTED TO THE SATISFACTION OF THE CITY ENGINEER. SEE NOTE 3. O.SO' 0.50' g SPRING ORAD' OR D' LINE ER D BHANIO. SANDALCBUSHEO ROCK ORTCONCRETE UNDISTURBED �� AGGREGATE. MAX GRADATION NO.2. FOUNDATION EXISTING STREET TRENCH DETAIL NOTES �. ALL EXCAVATION AND CONSTRUCTION OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY AND THE WORK AREA TRAFFIC CONTROL HANDBOOK(LATEST EDITION). 2. ALL TRENCHES WHICH ARE TRANSVERSE OR DIAGONAL TO EXISTING OR FUTURE STREETS(INCLUDING ALL INTERSECTION CROSSINGS), ALL LONGITUDINAL TRENCHES IN THE STREET WITHIN 1.5 FEET OF THE EDGE OF THE GUTTER OR EDGE OF CURB IF THERE IS NO GUTTER, AROUND MANHOLES,AND ALL NARROW(LESS THAN 2')LONGITUDINAL TRENCHES WHICH ARE LESS THAN 20'LONG, SHALL BE BACKFILLED WITH CLASS 700-E-100 SAND CEMENT SLURRY. 3. WHERE SLURRY IS NOT REQUIRED FOR BACKFILL AND BEDDING 'A' CRUSHED MISCELLANEOUS BASE PER THE STANDARD SPECIFICATIONS SECTION 20D-2.4 CLASS 2,AGGREGATE BASE AND UNTREATED BASE PER SECTION 200.2 OR 400.2 SHALL BE USED. ALL SOIL MATERIALS FOR BACKFILL,BEDDING,AND FILL SHALL BE GRADED PER SECTION 200-2 OR 400.2 AND SHALL BE FREE OF 1)CLAY; 2)GREATER THAN 2 INCHES ROCK OR GRAVEL;3)DEBRIS;4)WASTE;5)VEGETABLE AND DELETERIOUS MATTER, SATISFACTORY SOIL MATERIAL THAT MAY BE APPROVED SHALL BE THOSE DEFINED BY ASTM D 2467 AS GW,SP,GM,SM,SW,AND SP. UNSATISFACTORY SOILS ARE GC,SC,ML,MH,CL.CH,OL,OH,AND PT. BACKFILL AND COMPACTION METHODS SHALL CONFORM TO SUBSECTION 306-1.3 OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION(CURRENT EDITION),EXCEPT THAT 95%MINIMUM RELATIVE COMPACTION SHALL BE REQUIRED WITH THE STRUCTURAL SECTION AND 0.5 FEET BELOW IT AND 90%COMPACTION IN THE REMAINDER OF THE BACKFILL ZONE. 5. ALL REFERENCES TO SLURRY SHALL MEAN CLASS 100-E-1DO SAND/CEMENT SLURRY_ ALL A.C.REPLACEMENT REQUIRES TACK COAT ON EXISTING EDGES AND A SEAL COAT ON THE SURFACE. PRIOR TO PLACING BACKFILL,CALL CITY ENGINEERING DIVISION FOR BEDDING INSPECTION, THE WHEEL OR SAWCUT OF A.C.SHALL BE A STRAIGHT,CLEAN LINE ACCEPTABLE TO THE CITY ENGINEER. 9. WHERE EXISTING A.C. EXCEEDS 0.5 FEET IN THICKNESS,ALTERNATE PAVEMENT REPLACEMENT THAN REQUIRED HEREON WILL BE SPECIFIED BY THE CITY ENGINEER. PRIOR TO PERFORMING ANY WORK IN THE PUBLIC RIGHT-OF-WAY A PERMIT MUST BE OBTAINED FROM THE CITY ENGINEERING DMSION. ON ALL HIGHWAYS SHOWN ON THE MASTER PLAN OF HIGHWAYS THE A+B'+B'SHALL BE OF A WIDTH SUFFICIENT TO ACCOMMODATE A SELF-PROPELLED STEEL ROLLER, d/95 •11[" SIMCO lNO Or MK U M17MIN NANAMN.,S►IAN I SKS/LUSH 1ITN Iflslol W NAAAW_[ WALL AN rLASTIN NoGgm VMS SWMTN, 1019" UIINONIN 1140 W IIP% IS SINA0II11LI.L94V9 SO11AK 900 A"PILL FILL!TS AT UMI" StCTlO"TO HAIR t-ft•LOM'AC.N JONITS Twill 9140114 K.LVrT101I a ALL NNISf • ; e INUITS AID OUTLIT. tlltlL N TNI somm M Two am ' ILIVATIOM Or M LANNST NIR 0. llLiN OM8wM9 IIIIIIam IPON wmiilMN/w Dora fIRAIS Kra 70 "IIE "NST TWO rlrl JONN1 MIO ATS S-G.STANDING NMldll FROM 0�SCTI�IINlN10Ii t+NLi wool" ew r OPOWIS A K RACto OI paSNIT"lAN NK orI. - s sms O1isZ-uKVM a -- r/t lT0-f f L s 1 1 + 1 A IN :,: .:.. SIIIKD TW4 SYR"tTRq yA� IA"0.G AK 1 OAR M".AOI AT THUS O/NANlIMC11NR. —1 STEP DETAIL rRLR TV OF MUINMR N Rs NRC QISTIII/MAOI. TTLA SIGNAL-18ON -W OWNING O rTa +TO & TM w � M son"MIN"TAL A-ML � • f 1 1 l�KN9NT MNT1M If 24' p =' COK MALL _- 96CMRIUC TDKM OWN STIMAN $IK Or THE o NAw10L9. /2 SNOIFT KT1KN KVCL ia"rS. 1t" 1 -- CONE DETAIL ti sK STRIP GRAIL w � 4TlN TIMIT 11/ra N'uff' to .VWSfTTM > eVf IVY"2 CROWN lLMTION TOK SSl1AL JOINT DETAIL MK r0UN90 AGAINST UNOISTIIIIKo SON.. STANDARD 48" MANHOLE NOTE: 46"1.0 MANHOLE TO /E USED ON SEWERS 2d' IN DIAMETER AND UNDER. CITY OF SAN JUAN CAPISTRANO STANDARD MANHOLE DETAILS 1978 �T O• IS- 1 INIT IIFE FIYMSRTM MMAa Igo SECTION-IML[T AMOun[T I TTP.) a PLAS.MAER ENA MMI.1. A KASTEIIEO SRTN AGEMENT WORM TO OIYR A 1R100'TN SA'LON$ fECT1011 rrU1 ' _ __ __go n"DE TO 00 hK MAINLINE If =I• vCF ON TII[ONORREL rows"MALL LANDSS• IIILCT AND OOTL[TITTF.1 FIFEO SMALL A T1s EAR1 AE MNDEM CLLEVOTSM d THE LARAOT MR O LM _ -• O'TISROSE sS omm ►', - it.LONG VCP JOINT • AT IML9TS(TTF.1 = Ftp • •• E-1 It- 460800=0 mgmmtm THE *ARNOLD sm" WINNING SMALL A FLACA N•fEO OR TME 1RNMf7NCAM got 01 ?1111 1„ MAOI.;LE. --' ECCENTNIC FLAT TOP ►LAN •• r «• FLATTER /LLAT"M 1 AfOf MORTAR L 'Q4-•� TopOF M1aNmr y M EMIRTIM MAOI LCCENTRIC FLAT TOP DETAIL =• !S•COLL/IR ACTION -m�t-J/eC11ND/f MMRAN M 1-O'COLLAR ACTION PRECAST CONCRETE a VOO s w STANDARD SO•LWAM, S RIMS !ACTION E W E E/NI• ACTIN ECCEISTRIC COM[ )O•!GO•■ •i !T-MNK WITH ! TNICR MALLS .-1 ---- CEMENT MORTAR FILLET J.— r ,n•Mp1T FLAT TOF.COC[NTIIIC TO THE 001111 STREAM WE OF TM S i/V• E VP MAcct N r!hrs, � DKIARA JOINT DETAIL so OTEN : FOO MM AMR ACOVER DETAILS HERRRAR^1 TO AT[ R-f,STANDARD MMOLE vi ^• _ FORM AND CUM. - iiI T� I .� I ►DON RASE AGAINST ONOISTOASCO SOIL. ELEVATION NOTE: THE STANDARD RO INCH MANHOLE SHALL W USED ON SEWERS 24" IN DIAMETER AND LARGER,OTHER SPECIAL CASES,OR WHEN THE INVERT OF THE MANHOLE IS le DEEP. CITY OF SAN JUAN CAPISTRANO STANDARD 60INCH MANHOLE 1978 ' CITY I CMTINYOYS ICtA@@ t!6C-5000 OYUt WE MEILS •� ' � I OVERALL SELL \ / CARRIEN PI DNSERD � — 060L AOINTO I STRAP TSO SRI@@ 1•40a CL. �. T TO PIP[ „NPS AT SG' O.C. WCL CARRIER PIP[ SMALL AS REINFORCED CONCRETE Te' ANCHORED AMO/@@ 10E16WO Daren[ OMOUTIMO TO ENCASEMENT AVON FLOATIMO. TYPICAL PIPE CASING ToN5,roomSSELALGAgoNA Ong row stcrTwi Or PIPE SMALL Oe U@@O @@PORE AND AFTER TRE ENCASEMENT. APPLY PERM OR.ON TEM PLAIM SNRT OR OTHER AMPrAILE MATERIAL TO PARMIT OOMD MO. LOTafS WINES W"A I-Ve MMOR'S QRS U KS OT TOP OF CUM WHERE TK LABRAL CEOSS[S UNO[R TM CUM, SAGE NO CIM EXISTS OR SMERE TSE LATERAL ELM"4'0111009 OACK M OF CS .Pt4C[ .x.'x 3W STAKE EXTERIORS E &am FpRIEM GRAOE. SEVERE 1RCl SITE I MIOTALLae YMARIA Ile SETMOYT MOVIE LATERALTHE NYE SMALL OR PUMM WITH A V.C.PUBO OO N[OPRER[ STOPPRA. b'MNLCOVER PROPERTY LSVE AT PMPERTY uHt ��PERTOOTNHISWP[ UC.MmOPIEIVE STOPPER Teoe OrRa vO•0/1E .EH@@ u/ RaaNIEp ' s, GRAVEL dE eRYOHM NOCK n oTO wmmiu OF love MOLOPEET EACH SW OF LATERAL TYPICAL HOUSE LATERAL CITY OF SAN JUAN CAPISTRANO PIPE CASING , CONCRETE ENCASEMENT 6 HOUSE LATERAL 1978 � S- 3 CITY ENGIN - R C N 1 DA NM. OSEA&own*=&&(TTN PEATIEN To AM oow vn • COE ESEIrLL BE%COMPACTION OF A 6(T7N SACHlLL ILL SELECT MATEIGAL 02L. w fO Na..s�TIL / `\ if sawn aw am oa • � \ cLEM am* o-� i• FIFE SYFMAOE • /!f SYFNIABE PON P� Tm I TTK II COMP"TgD CawCTED EACImLL DACNFRL SELECT MATCMAL SELECT MATERIAL 0 TO COMPACTED 70 b% Ra.OEMrtT RLL,BENMTr r ��S■ CLASS 410-C-2000.eoNCRan PIPE EPI-«.BE5 ` PIPE FOUNDATION some SHAPEo ►MAY L MAXIMUM TO SE DETERMINED UNDISTURBED SOL IN FIELOBT THE CITY ON THE BASIS i OF MAXIMUM OVERVIOTN EXCAVATED. TTP[ III TT►E W NOR} I.THE rBENCM 710TH AT THE UrPtR LIMIT OF THE PIMELoan PE ZONE ALL DE WITM THE FOLLOWING Ln Mo TYPE Z.X.ANO3E GED0I1161 MAXIMUM TINACI171DTN-O.0.OF PIPE ON BELL PLUS IG' MIEMUM TRENCH MOTH-D.O.OF PIPE OR SELL PLUS Ir E.TTPE ZX BEDDING MALL SE USED WHERE THE TRENCH WIDTH AT THE UPPER LIMIT OF THE PIPE ZONE EXCEE00 THE MAXIMUM WIDTH SPECIFIED ABOVE. S,GACRFILL ABOVE THE PIPE ZONE MALL CONFORM TO TINE SEOYIREMEHTS OUTLINED IN SECTION 3061.3 OF THE STANOANO SPECS. A.MINIMUM PAVING SECTION IS ZS AG OVER SOAA OR AS SPECWIEO AT THE CRT ENGINEER. RATHER AND JOIN TO THE EXISTING PAVEMENT TO THE SATISFACTION of THE CITT ENGINEER. CITY OF SAN JUAN CAPISTRANO PIPE BEDDING DETAILS 1 c NO 17629 S- 4 ZITr EN DESIGN REQUIREMENTS FOR SANITARY SEWERS IN THE VICINITY OF PRESSURE WATER MAINS , �2 ZONE 0 x ZONE t Illk- Io WATER 4• WATER •4' IMM VAIN Zo . — — zoME la 3 Vj . . IQ = _ _ A ZONE D A �. PARALLEL CONST. PERPENDICULAR CONST. IF A SANITARY SEWER IS TO BE IF A MAIN `INE SEMER MUST CROSS A LOCATED WITHIN 10 FEET OF A PRESSURE PRESSJRE WATER WITHIN ANY OF THE ABOVE WATER MAIN WITHIN ANY OF THE ABOVE INDICATED ZONES, OR IF A HOUSE LATERAL INDICATED ZONES.SPECIAL CONSTRUCTION MUST CROSS IN ZONE 8,SPECIAL CONSTRUCTION MILL BE REWIRE6 AS SHOWN BELOW MILL BE REO;ARED AS SHOWN BELOW. ZONE SEWER CONSTRUCTION RE7.MREMENTi A Y.C.P. WITH COIAPRESSION JOINTS. B OR C C L P. (CLASS ISO) APPROVED MECHANICAL JOINTS; OR V.C.P. WITH SPECIAL CONCRETE ENCASEMENT PER 4 DETAIL I ); OR V.C.P. SROUTED IN CONTI- NUOUS STEEL CASING. D DO NOT LOCATE ANY PARALLEL SEWER IN THIS AREA WfobUT HEALTH DEPARTMENT -APPROVAL. GENERAL NOTES •� NIX 7 1. EXTEND BOTH ENOS ')F ENCASEMEIIT TO A POWT T ONE INCH SHOAT OF FIRST PIPE JOINT DEIONC MO.4 HOpn LOCATIONS SPECIFIED ON P-AN. USE ONE FOOT SECTION AT :1'ac OF PIPE AT BOTH ENDS BEFORE USING STANDARD LENGTHS. d 6 2. APPIY FORM OIL, THIN PLASTIC SHEET, OR OTHER _ ;►.' ACCEPTABLE MATERIAL TO PIPE, TO PREVENT BOND •+'•; � BETWEEN PIPE AND CONCRETE. •. .:.• - `a 3 USE CLASS -420-C-2000 PC.C. FOR ALL CASES. N `4 BARS SPECIAL ENCASEMENT DETAIL I Ao 444vw wuktA- fa. is- lju� (SEE STD. S(SEE STD. S-3)) CITY OF SAN JUAN CAPISTRANO SEPARATION OF WATER AND SEWER LINES I19 79 !'ITV cN:INcr c 1 !lp F S-5 TIE SELL OM THE COLLAR WTE "OGLE SMALL ROT IN ENCASED IN CONCRETE. TY TO K NAGE AT APPMOX. LOP 40101T. ENCASE IieEAOI SEE N OPEGING MTM CLASS A20-C 2000 R C.C. M� 7A j . C GM � CONCRETE f Ir LIM..A rw IN'NI ELEVATION SECTION A-A EXIST. V.C.P. EXIST. V.C.P. - I I j DETAIL MAKING CONNECTION TO AM EXISTING ![w1R: j\ 1 I I i H PON MARINA G-LATERAL ON 11 I H I 11 S' WIN OR AS R[OYIR[0 1Y THE a" omma 1. %"-J -SANG TEAL- AD.IY11AGl[ REPAIR NEW V.C.P. TEE OR WYE SECTION COUPLING, ON APPROVED EQUAL WITH PLAIN [MOS 12 REO.0.1 COLLAR WYE SADDLE NOTES, 1. THIS ASSIGN LINE SMALL 09 SCDIKD TO THE APPROXIMATE SHAM OF THE COLLAR WYE ON TEE PITTING.THE CONTRACTOR SMALL EITHER CYT A NEAT OPENING MRM A CIRCULAR CERAMIC SAW OF E;A;G"OR S' pAIETENSI ON MAK[ A SMALL MOL[, NOT LYG[R THAN SME-MMM IN DIAMETER,IN THE APPROXIMATE CENTER OF TME$CONGO MSA WITH A POINTED TOOL,SIMILAR TOA MASON)PR:ILAMO C IPINTM A CHISEL AND SHORT MANOL[.NAND HELD MAGNER DI A SPINAL FASHION TO THE SCORED LIN[. E. TNI[CONTRACM SMALL SECURE TME COLLAR WYE!ADDLE TO THE SEWER AS A/PROM BY TNG CIT' Ommo I. S. THE CORTMAC70R SMALL ENCASE THE SADDLE CONNECTION WIT"CLASS'4204WOO NKAFTEG THE CONNECTION IS APPROVED N THE CIA CHINA TO THE LIMITS INDICATED ABOVE A TNG CONTRACTOR SMALL XEEP ALL CLAY CHH.DINT,EPDXY,MORTAR,AND CONE MET[OUT OF THE SEEING SADDLED,AND SHALL PEMMICAN A CLEAENG AND GALLING Of THE REACH SADDLED M DIRECTED TO 0000 GT THE CITY ENGVEEII. I. TIE CONTRACTOR SMALL REPAIR 011 REPLACE ANY DAMAGED PHIS,AS DIRECTED GT THE CITY 1NGEQR G. THE CONTRACTOR SHALL EPDXY ALL SALOLS CORRECTIONS TO THE SATISFACTION OF THE CITY ENGIMEEN. CITY. OF SAN JUAN CAPISTRANO SADDLE CONNECTION 19T81 w. . S-6 o a o 0 0 0 o a o 0 C a s �W F a s C ao y 0aaaaa0- 0 00 a a a a a a 0 0 0 0 o a 0 0 0 COVER — BOTTOM VIEW COVER —TOP VIEW SECTION C—C NOTES: CAST INION SHALL HAVE MINIMUM TENSILE STRENGTH OF 30,000 LBS. PER SQUARE INCH. ALHAMSRA FOUNDRY CO. TYPE A-1270 OR EQUAL. WEIGHT OF FRAME AND COVER :440 LSS. MINIMUM 'CASTINGS SHALL' CONFORM TO RING PLAN A&tk A 48 CLASS 35. 34• 231/2" 1 SECTION B_—8 CITY OF SAN JUAN CAPISTRANO STANDARD MANHOLE FRAME 81 COVER S^7 CITYEXONEEP"os .c I WOO, AMIE �a'7C\OW— d,d,OR ' D SEW" . ATYPICAL FOR II11 CO 1 ER STREET SURFACE CAdTINB ke, CLASS II N 880-C-3280 F.C.C. _I I i SIDE VIEW � I I 1/15 BEND I � � FINGER HOLE 24" A Pr-C. 25� �o,� TOP VIEW N N 1 r9 i YE BRANCH i ALHAMORA . FOUNDRY PLUG A-1240 OR; EQUAL TOP VIEW NOTES: I. CLEAN-OUT PIPE MUST BE 2. CLEAN-OUTS ARE FOR COMMERCIAL OR SAME DIAMETER AS MAINLINE INDUSTRIAL USE ONLY AND ARE TO BE SEWER. LOCATED AT IL CITY OF SAN JUAN CAPISTRANO STD. CLEAN-OUT 19781 - j S' 8 CITY I I