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1988-1004_FOUR-WAY CONSTRUCTION_Contract•89-071208 *111 OF ORANGE COUNTY, CALIFORNIA 230 P.M. P.M. F E 8 9 1989 EXEMPT ,,Qp / C10C4 Q• CRECORDER RECORDED AT THE REQUEST OF AND RETURN TO: City of San Juan Capistrano City Clerk's Department 37400 Paseo Adelanto Sa^ Juan Capistrano, CA 92675 RECORDING FEES EXEMPT DUE TO GOVERNMENT CODE SECTION 6103 Mary An anover, City Clerk City of San Juan Capistrano, CA NOTICE OF COMPLETION NOT CE IS HFREPY C SVEN that a contact was heretofore awarded by the Citv Council of the City of San Juan Capistrano, California, to Four -Way Construction, 835 #5 Arcadia Avenue, Arcadia, California 91006, for the performance of the following work: CONSTRUCTION OF MISSION HILL SEWER REHABILITATION That said work was completed by said company according to plans and specifications and to the satisfaction of the City Engineer of the City of San Juan Capistrano, and that said work was accepted by the City Council of the City of San Juan Capistrano, at a regular meeting thereof held on the 7th day of February, 1989, by Resolution No. 89-2-7-1 11.71 That upon said contract, the Fidelity & Deposit Company of Maryland was surety for the bonds given by the said company as required by law. Dated at San Juan Capistrano, California, this 8th day of February , 1989. Mary Ann HaX&ef, City Clerk City of San Juan Capistrano STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF SAN JUAN CAPISTRANO ) I, MARY ANN HANOVER, the duly appointed and qualified City Clerk of the City Council of the City of San Juan Capistrano, California, do hereby certify under penalty of perjury that the foregoing Notice of Completion is true and correct, and that said Notice of Completion was duly and regularly ordered to be recorded in the Office of the Orange County Recorder by said City Council. Dated at San Juan Capistrano, California, this 8th day of February_ _, 1989. Mary Ann H v 7, City Clerk City of San Juan Capistrano • "CI*OPY CONTRACT This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred w as City and Four -Way Construction, Inc. hereinafter referred to as CONTRACTOR. IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLO\(S FIRST. CONTRACT DOCUMENTS. The contract documents shalt 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 \;orks Construction, 1985 Edition, including all Supplements, Contract Bonds, Resolutions adopted by the City Council 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 \CORK. CONTRACTOR agrees to furnish all tools, labor, material, equipment, transportation, and supplies necessary to perform and complete in good and workmanlike manner the construction of Old Mission Hill Sewer Rehabilitation 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 \;ORK. CONTRACTOR agrees to begin and complete the work within the time specified in the Notice Inviting -14- 0 0 Bids. It is agreed that it would be impracticable and extremely difficult to fix the actual amount of damages, and loss sustained by City, should CONTRACTOR fail to complete the work in the specified time; therefore, CONTRACTOR shall pay City, as liquidated damages, not in the nature of a penalty, one hundred dollars ($t00) 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 City. The Performance Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and shall be conditioned on full and complete performance of the contract, guaranteeing the work against faulty workmanship and materials for a period of one (1) year after completion and acceptance. The Labor and Material Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and shall be conditioned upon full payment of all Labor and Material entering into or incidental to the work covered by this contract. CONTRACTOR agrees to furnish the bonds on the forms found within the Specifications. CONTRACTOR agrees to pay City such sum as the Court may judge as reasonable for the legal services of any attorney representing the City in any action brought to enforce or interpret the obligations of this agreement, and such sums shall be made a part of any judgment in such action against CONTRACTOR if such action is determined in favor of said City. The required Performance, Labor and :Materials Bonds, and Bid Bond shall provide that the surety shall pay attorney's fees incurred by City in enforcing this agreement. SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor Code of the State of California, copies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the offices 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 -15- 0 0 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. 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. The insurance policies shall bear an endorsement or shall have an attached rider providing that in the event of expiration or proposed cancellation of such policies for any reason whatsoever, the City shall be notified by registered mail, return receipt requested, giving a sufficient time before the date thereof to comply with the applicable law or statute but in no event less than 30 days before expiration or cancellation is effective. CONTRACTOR shall provide to City the policy certificate establishing that the required level of insurance has been satisfied. CONTRACTOR shall indemnify and save harmless the City, its officers, agents, and employees from and against any and all claims, demands, loss or liability of any kind or nature which Lessor, 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 construction agreement. EIGHTH. COMPLIANCE WITH OTHER PROVISIONS OF LAW RELATIVE TO PUBLIC CONTRACTS. City is sub}ect to the provisions of the Government Code and the Labor Code of the State of California. R 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 dollars ($25) for each workman employed in the execution of the Contract by CONTRACTOR, or by any SUB- CONTRACTOR, for each calendar day during which such workman is required or -16- permitted to work more than eight (S) hours in violation of the provisions of Article Three, Chapter One, Part Seven, Division 2, of the California Labor Code, except as permitted by law. IN WITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of City, pursuant to Council action, and by CONTRACTOR on the date set before the name of each. DATED: .ATTEST: CITY OF SAN JUAN CAPISTRANO DRAGO RBAVAC FOUR—WAY CONSTRUCTION, INC. APPROVED AS TO FORM - John R. 7aw, City Attorney -17- 0 mm.vo Hl�o nlHntxm 1961 1776 �Q4Few�►o� February 14, 1989 Four -Way Construction, Inc. 835 #5 Arcadia Avenue Arcadia, California 91006 Re: Completion of Mission Hill Sewer Rehabilitation Gentlemen: MEMBERS OF THE CITY COUNCIL ANTHONY L. BLAND LAWRENCE F. BUCHHEIM KENNETH E. FRIES$ GARY L. HAUSOORFER PHILLIP R. SCHWARTZE CITY MANAGER STEPHEN B JULIAN The City Council of the City of San Juan Capistrano at its regular meeting held February 7, 1989, adopted Resolution No. 89-2-7-1, accepting the work completed for the construction of the Mission Hill Sewer Rehabilitation, in the amount of $70,683.23. A Copy of Resolution No. 89-2-7-1 is enclosed for your information. The retention will be payable upon 35 days from recording of the Notice of Completion. The Notice was recorded on February 9, 1989; therefore, the final payment, in the amount of $7,068.32, may be released on March 16, 1989. Thank you for your cooperation. Very truly yours, Mary Ann Wanover, CMC City Clerk MAH/cj Enclosure cc: Director of Public Works Director of Administrative Services Accounts Payable 32400 PASEO ADELANTO, SAN JUAN CAPISTRANO, CALIFORNIA 92675 0 (714) 493-1171 7. 9. 0 • 420 REPORT OF TRAFFIC AND TRANSPORTATION COMMISSION (590.20) The Report dated February 7, 1989, from the Secretary of the Traffic and Transportation Commission, regarding actions taken at the meetings of January 11 and January 25, 1989, was received and filed. AY 600.30 ) <__ As set forth in the report dated February 7, 1989, from the Director of Public Works, the construction of the Mission Hill Sewer Rehabilitation was completed. Acceptance of Work: The following Resolution was adopted: RIGIMPS•114MAN EaRAD1Ll 1'A11VN - A MLOULU'LLVN VF 'Lha U1'1:1 VUUNUIL V£ Tht; CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, DECLARING WORK TO BE COMPLETED AS TO PLANS AND SPECIFICATIONS FOR THE CONSTRUCTION OF MISSION HILL SEWER REHABILITATION (FOUR- WAY CONSTRUCTION) The Resolution accepted the work as complete in the amount of $70,683.23 and directed the City Clerk to forward a Notice of Completion to the County Recorder. Staff was authorized to release the 10% retention in the amount of $7,068.32 thirty-five days after recording the Notice of Completion. AWARD OF CONTRACT - IRRIGATION As set forth in the report dated February 7, 1989, from the Director of Public Works, the contract for a Central Irrigation Control System was awarded to Motorola, Inc. in the amount of $108,383.64. The Mayor and City Clerk were authorized to execute the contract on behalf of the City. 10. CONSULTANT AGREEMENT - INSPECTION SERVICES FOR DEVELOPMENT PROJECTS (BSI As set forth in the report dated February 7, 1989, from the Director of Public Works, the consultant agreement with BSI Consultants, Inc. for inspection services for large private development projects was approved, with $80,000 already budgeted for this purpose. The projects include Marbella, Lacouague Ranch, San Juan Corporate Plaza, and Plaza Del Obispo. -5- 2/7/89 AGENDA ITEM TO: FROM: SUBJECT: SITUATION 0 0 February 7, 1989 Stephen B. Julian, City Manager W. D. Murphy, Director of Public Works Mission Hill Sewer Rehabilitation - Resolution, Notice of Completion and Final Report (Four Way Construction) The construction of the Mission Hill Sewer Rehabilitation has been completed to the satisfaction of the City Engineer and is ready for acceptance by the City Council and recordation of a Notice of Completion with the County Recorder. NOTIFICATION Four Way Construction COMMISSION/BOARD REVIEW, RECOMMENDATIONS Not applicable. FINANCIAL CONSIDERATIONS The contract was awarded to Four Way Construction for $55,350.00 and has been completed for $70,683.23. The increased cost is due to minor increases in estimated quantities and utility conflicts. Funds are available in Account No. 17-6900-4717-719. ALTERNATE ACTIONS 1. Accept the improvements. 2. Do not accept the improvements. 3. Refer to Staff for additional information. RECOMMENDATION By resolution, determine that the work for the Mission Hill Sewer Rehabilitation has been completed and declare the work to be accepted; direct the City Clerk to forward a Notice of Completion to the County Recorder for recording; and authorize Staff to release the 10 percent retention in the amount of $7,068.32 thirty-five (35) days after the recordation of the Notice of Completion. (Respectfully submitted, W. D. Murphy WDM/BP: nb FOR CITY COUNCIL AGEN Q RESOLUTION NO. 89-2-7-1 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, DECLARING WORK TO BE COMPLETED AS TO PLANS AND SPECIFICATIONS FOR THE CONSTRUCTION OF MISSION HILL SEWER REHABILITATION (FOUR-WAY CONSTRUCTION) WHEREAS, on the 4th day of October, 1989, the City of San Juan Capistrano entered into a contract with Four -Way Construction, for the Mission Hill Sewer Rehabilitation; and, WHEREAS, the Director of Public Works has evaluated the final quantities and cost figures and recommends approval. NOW, THEREFORE BE IT RESOLVED by the City Council of the City of San Juan Capistrano, as follows: SECTION 1. That the work required to be performed by said contractor has been completed. SECTION 2. That the total cost of said work is in the amount of $70,683.23. SECTION 3. That the work is hereby accepted and approved. SECTION 4. The City Clerk is directed to forthwith forward a "Notice of Completionto " the County Recorder of the County of Orange for recording. PASSED, APPROVED, AND ADOPTED this 7th day of February , 1989. ARY AUSDORFER, MAY JPR ATTEST: /�L•>o -1- STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss CITY OF SAN JUAN CAPISTRANO ) I, MARY ANN HANOVER, City Clerk of the City of San Juan Capistrano, California, DO HEREBY CERTIFY that the foregoing is a true and correct copy of Resolution No. 89-2-7-1 adopted by the City Council of the City of San Juan Capistrano, California, at a regular meeting thereof held on the 7th day of February , 1989, by the following vote: AYES: Councilmen Schwartze, Friess, Buchheim, Bland, and Mayor Hausdorfer NOES: None ABSENT: None (SEAL) MARY ,,"OVER, CITY CLERK -2- i, r V ION Hl�i 36 3131 116 0 REPLACE ri i - • Please sign, date and return to the City Clerk's Department. Thank you. IY� 1-%� n YUARII IL .777i" V�� 1961 1 NOTICE TO PROCEED TO: Four -Way Construction 835 #5 Arcadia Avenue Arcadia, California 91006 /,�{ RECEIVED Do 21 25 2"NT "L. BILANDOUNCIL LAWRENCE F. BUCHHEIM KENNETH E. FRIES$ CITY CLERISARY L. HAUSDORFER DEPARTMENIFHILLIP R. SCHWARTZE CITY �OER JUAN CA R pHEN B JULIAN Project: Old Mission Hill Sewer Rehabilitation Amount of Contract: $55,350.00 You are hereby notified to commence work on the referenced contract on or before October 24, 1988, and to fully complete all of the work of said contract within 45 consecutive calendar days thereafter. Your completion date is December 8, 1988. The contract provides for an assessment of the sum of $100.00 as liquidated damages for each consecutive calendar day after December 8, 1988, that the work remains incomplete. Dated this 20th day of October, 1988. Mary An anover, CMC City Cle k ACCEPTANCE OF NOTICE Recei t going Notice to Proceed y h reby acknowledged K. e - this '�J 4Jday of , 1988. 32400 PASEO ADELANIU. SAN JUAN CAPIb TRANO, CALIFORNIA 92675 0 (714) 493-1171 • RECEIVED OcT 14 1 33 FM '88 ^ITY CLERK DEPARTMENT r;qy Dl SAN JUAN C,c►ISTRANO October 6, 1988 Four -Way Construction, Inc. 835 #5 Arcadia Avenue Arcadia, California 91006 0 (000.30 L MEMBERS OF THE CITY COUNCIL I ANTHONY L. BLAND _ it T� LAWRENCE F. BUCHHEIM 'iIn(OevoXFnO KENNETH E. FRIESS 61MIlifMH I96I GARY L. HAUSDORFER 1776 PHILLIP R. SCHWARTZE �^^ CITY MANAGER _� STEPHEN B JULIAN Re: Award of Contract - Mission Hill Sewer Rehabilitation Gentlemen: The City Council of the City of San Juan Capistrano at its regular meeting held October 4, 1988, awarded the contract for the Mission Hill Sewer Rehabilitation to your company at $55,350. Enclosed is a fully executed copy of the Agreement for your records. The City has received all bonds and insurance. You are required to return an acknowledged copy of this Notice of Award. Thank you for your cooperation. If we can be of further assistance, please call. Very truly yours, Mary Annnover, CMC City Clerk MAHJcj Enclosures cc: Director of Public Works Director of Administrative Receipt of Award is hereby acknowledged: v - r .i, This 'i day of ®CIQ ('— , 1988. i 32400 PASEO ADELANTO, SAN JUAN CAPISTRANO, CALIFORNIA 92675 • (714) 493-1171 C, ; I L b Bond No PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: 301685 30 That Four way Construction, Inc. as Principal, hereinafter called CONTRACTOR, and Fidelity and Deposit Company of ma ancr as Surety, hereinafter called SURETY, are held and firmly bound unto the City of San Juan Capistrano, as Obligee, hereinafter called CITY, in the amount of Fifty -Five Thousand Three Hundred Fifty ---------------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): Old Mission Hill Sewer Rehabilitation 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. -20- 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 26th day of September P 19 88 at Pasadena, California. APPROVED AS TO FORM 1 PRINCIPAL Four Way Const ructio Inc. (NOTARIZATION AND SEAL) SURETY Fidelity and Deposit Company o Maryland Kent T. Roberts, Attorney -in -Fact (NOTARIZATION AND SEAL) -21- 3RIPORATE ACKNOWLEDGMENT State of California County of Los Angeles I SS. '�OYV N H OFC G.ItkURN1P 11�0N �.nY CUo`� OSS .•,c ��-(V �O ExP�"es� � • mss _— ": COM III NO. 2W On this the 26thday of September tg 88 before me, Judith H. McNiff the undersigned Notary Public, personally appeared Mladen Crbavac ffl personally known tome ' ❑ proved to me on the basis of satisfactory evidence to be the person(s) who executed the within instrument as President or on behalf of the corporation therein ed, and acknowledged tome that the corporation executed it. WIT SS my hand and official seal. c • Power of Attorney • FIDELITY AND DEPOSIT COMPANY OF MARYLAND HOME OFFICE, BALTIMORE, MD. KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by C. M. PECOT, JR. , Vice -President, and C. W. ROBBINS Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By -Laws of said Company, which reads as follows: "The Chairman of the Board, or the President, or any Executive Vice -President, or any of the Senior Vice -Presidents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice -Presidents, Assistant Vice -Presidents and Attorneys -in -Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertakings, recognixances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages.... and to affix the seal of the Company thereto." does hereby nominate constitute and appoint Kent T. Roberts of Pasadena, California._ i s rue an lawful agent and Attorney -in -Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as itsactanddeed:any and all bonds and undertakings...........................� n t e execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Company, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the Company at its office in Baltimore, Md., in their own proper persons. The said Assistant Secretary does hereby certify that the aforegoing is a true copy of Article VI, Section 2, of the By-laws of .aid Company, and is now in force. IN WITNESS WHEREOF, the said Vice -President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this ........3rd...................day of............. ....................... . A.D. 19A6---- ,r��.,asoo ^ a� FIDELITY AND DEPOSIT COMPANY OF MARYLAND ATTEST: 7 SEAL ..,...•�r By /f 1 SS: Assistant Secretary f VicePresi t STATE OF MARYLAND CITY Of BALTIMORE 1 On this 3rd dayof December ,A.D. 1986 .before thesubscriber,. Notary Public of the State of Maryland, in and for the City of Baltimore, duly commissioned and qualified, came the above-named Vice -President and Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and with, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed by Official Seal, at the City of Baltimore, thedavndy rfirstabov -------------- Notary Public Commission E it lulg.l, 1990 "f CERTIFICATE I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the original Power of Attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date or this certificate; and I do further certify that the Vice -President who executed the said Power of Attorney was one of the additional Vice -Presidents specially authorized by the Board of Directors to appoint any Attorney in -Fact as provided in Article VI, Section 2 of the By-laws of the FIDELITY AND DEPOSIT COMPANY OF MARtuND. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDEun AND DEPOSIT COMPANY OF MARYLAND al a meeting duly called and held on the 16th day of July, 1969. RESOIAED: "That the facsimile or mechameally reproduced signature of any Assistant Secretary of the Company, whether made heretoforeor hereafter, wherever appearing upon a certified co v of any Power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manualPy affixed.' 26 t h IN TESTIMONY' WHFn Eor. I have hereunto subscribed my name and affixed the corporate seal of the said Company. this_.......__... ..... . day nr.......... Sep tember--........ .19 88 —012 1_r ffea1�... T{rradp.ey� {,ustanr Se...In, FOR YOUR PROTECTION LOOT: FOR TIIF: F&D alifornia STATE oF_____C ____ f SS: L,aJ r11�UL`L.�.S 11 COUNTY OF______________— On this ---------- —--------- 2 b t h ----day of -------- $ ep 19-91he r in the year---------_ 1988 ---------' ----------------------' before me NORMA 0. BURBANO --------------------------------------_-____-_ __-__-_-____-____-__--____-____--___--__---___-__-__-___, .. ma -y a uuuc, pemw,auy appeareu K --------ENT—--T.------ROBERTS---------- --------------- ---------------------------------------------------------------' Personally known to me (or proved to me on the basis of satisfactory evidence) to be the person who executed this instrument as attorney -in -tact of the Fidelity and Deposit Company of Maryland, the corporation therein named, and acknowledged to me that the corporation executed it. -w eenti s s a •++"-nf`•'+•• +'•+•••••"'y .1 OFFI L.EAI ♦ . e *p , NORMA ,---- eaN--- ------- ---- - - ------ - ArkomvleJgement Cendanm IF&DI , jt$i f' trry �l .. 1'nn r rrt'r n e 1� o t4421 ICA)—SM, 7-86 229660 - 0 0 Bond No LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS: That 301685 WHEREAS, the City of San Juan Capistrano, a municipal corporalft04.41-Afange County, California, has awarded to Four Way Constrction, Inc. License No.527006 , hereinafter designated as "Principal", ua contract for of a M; Gci on lli l i Sewer Rehabilitation ;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 Four Way Construction, Inc. Principal, and Fidelity and Deposit Company of Maryland as surety, are held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of Fifty -Five Thousand Three Hundred Fifty -------------- DOLLARS ($55,350.00), 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. -22- 9 0 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 26th day of September 19 88 . 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. APPROVED AS TO FORM Four Way Construction, Inc. PRINCIPAL BY Fidelity and Deposit Company of Maryland SURETY ' Kent T. Roberts, Attorney - in -Fact -23- n.l-9fornia STATEOF______________________________________ LOJ ANGELES ) SS: On this ---------------- ----- 26th --- _------- dav of__ KENT T. ROBERTS September . .__ ___________________, to the year NORMA 0. RURRANn 1 ___ 988 ________________ before me Notary Public, personally appeared personally known to me for proved to me on the basis of satisfactory evidence) to be the person who executed this instrument as attomey-in-fact of the Fidelity and Deposit Company of Maryland, the corporation therein named, and acknowledged to me that the corporation executed it. " J+�♦Nf.♦Ff.SEAL ... .. CFflf.Al SEAL ; R i Ni1"A r ' iRRANO R, P O fJ'Qf%------ ( AcknowledKment Guufhat Ih gnl rL i' Pi. . .r. ,• 1.',j 1.442, ICA) -5M, i-86224660 yc-♦.a.,. y.,.e mn.�mseo♦„,>,. gRg •,..oss.aJ CORPORATE ACKNOWLEDGMENT State of California 1 SS. County of Los Angeles 1{ NO. 202 Onthisthe 26thdayof September tg $8-, before me, Judith H. McNiff the undersigned Notary Public, personally appeared Mladen Grbavac K) personally known to me ❑ proved to me on the basis of satisfactory evidence to be the person(s) who executed the within instrument as President or on behalf of the corporation therein DajiQed, and acknowledged tome that the corporation executed it. WIT hand and official seal. 1A xx n2o un – NATIONAL NOTARY AS80CnTM -93M2 Vwaun BIrU. • P.O. Bm 4& • WmDynE NXb, G GI9M 0 MEMORANDUM TO: Interested Persons FROM: Mary Ann Hanover, City Clerk DATE: October 6, 1988 0 r ( (�2_ SUBJECT: Award of Contract - Mission Hill Sewer Rehabilitation MEMBERS OF THE CITY COUNCIL ANTHONY L. BLAND LAWRENCE F. BUCHHEIM KENNETH E. FRIESS GARY L. HAUSDORFER PHILLIP R. SCHWARTZE CITY MANAGER STEPHEN B JULIAN The City Council of the City of San Juan Capistrano at its regular meeting held October 4, 1988, took action to award the contract for the Mission Hill Sewer Rehabilitation to the low responsible bidder, Four -Way Construction. All other bids were rejected. Thank you for your interest in this project. If we can be of further assistance, please call. MARY ANN HANOVER, CMC MAH/cj cc: Wilson's Equipment Rental Savala Construction Company 32400 PASEO ADELANTO, SAN JUAN CAPISTRANO, CALIFORNIA 92675 0 (714) 493-1171 0 0 3. REPORT OF PARKS AND RECREATION COMMISSION ACTIONS (920.20) The Report dated October 4, 1988, from the Secretary of the Parks and Recreation Commission, regarding actions taken at the meeting of September 19, 1988, was ordered received and filed. 4. REPORT OF PLANNING COMMISSION ACTIONS (440.40) The Report dated October 4, 1988, from the Secretary of the Planning Commission, regarding actions taken at the meeting of September 27, 1988, was ordered received and filed. 6. COMPLETION OF A As set forth in the report dated October 4, 1988, from the Director of Public Works, the construction of the City Drainage Improvements on Avenida Aeropuerto, Via Pastoral/Via Arboleda, and Casa Grande Drive, were completed. Metance of Work: he following Resolution was adopted: COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, DECLARING WORK TO BE COMPLETED AS TO PLANS AND SPECIFICATIONS FOR THE CONSTRUCTION OF CITY DRAINAGE IMPROVEMENTS (GILLESPIE CONSTRUCTION) The Resolution accepted the work as complete in the amount of $63,859.56, and directed the City Clerk to forward a Notice of Completion to the County Recorder. Staff was authorized to release the 10% retention in the amount of $6,385.96, 35 days after recording the Notice of Completion. 7. MISSION HILL SEWER REHABILITATION - AWARD OF CONTRACT Fill IP -WAV (YIAICTD I Ir`TT()AI rnAADA AIv If nn 1n As set forth in the report dated October 4, 1988, from the Director of Public Works, the contract for the Mission Hill Sewer Rehabilitation was awarded to the low responsible bidder, Four -Way Construction, Inc., of Arcadia, in the amount of $53,350. All other bids were rejected. The Mayor and City Clerk were authorized to execute the contract on behalf of the City. 8. DENIAL OF CLAIM, PROPERTY DAMAGE (KIMBERLY MORENO) (170.10) As set forth in the report dated October 4, 1988, from the City Attorney, the Claims for damage in the amounts of $545, filed on September 13, 1988, and $372.43, filed on September 21, 1988, by Kimberly Moreno, were denied. -3- 10/4/88 AGENDA ITEM TO: FROM: SUBJECT: SITUATION 0 • October 4, 1988 Stephen B. Julian, City Manager W. D. Murphy, Director of Public Works Mission Hill Sewer Rehabilitation - Award of Contract (Four -Way Construction) Bids were opened September 6, 1988 for the Mission Hill Sewer Rehabilitation. The bids are valid until October 21, 1988, a period of 45 days from the opening date. The existing 6 inch diameter system was installed in the 1920's and some deficiencies had become apparent during routine maintenance. Additional field review and television inspection was carried out last year and the rehabilitation design was completed. The project is budgeted for construction this year. Some cleanouts will be replaced with manholes; several lateral connections need some making good; and some short lengths of broken sewer line will be replaced. Bids were received as follows: Four -Way Construction $ 55,350.00 Wilson Equipment Rentals, Inc. 98,361.00 Savala Construction Co. 107,002.00 NOTIFICATION Four -Way Construction, Inc. Wilson Equipment Rentals, Inc. Savala Construction Co. COMMISSION/BOARD REVIEW, RECOMMENDATIONS N/A FINANCIAL CONSIDERATIONS The Engineer's estimate for this project is $65,000. Ninety thousand dollars ($90,000) has been budgeted in Account No. 17-6900-4717-719 this year and sufficient funds are available for the construction of the project at the bid price of $55,350.00. ALTERNATE ACTIONS 1. Award the contract for the Mission Hill Sewer Rehabilitation to the low responsible bidder Four -Way Construction, Inc. 2. Do not award the contract. 3. Request further information from Staff. FOR CITY COUNCIL AGENA. 7 AGENDA ITEM • • October 4, 1988 Page 2 RECOMMENDATION By motion, award the contract for the Mission Hill Sewer Rehabilitation to the low responsible bidder Four -Way Construction, Inc. in the amount of $55,350.00 and reject all other bids. Authorize the Mayor and City Clerk to execute the documents on behalf of the City. Respectfully submitted, 1'.> a ek W. D. Murphy WDM/BP:nb LA \ Q ION MFM • SEWED REPLACEMENT REA &mivalwlj The bid totals are subject to correction after the bids have been completely reviewed. 0 0 B I D O P E N I N G R E P O R T Bids opened September 6, 1988 at 2:00 XiQA/pm Project Title Old Mission Hill Sewer Rehabilitation Project Engineer Brian Perry Pre-Bid Estimate $65.000.00 Bid Bid Bidder: Amount Bond 1. Four-Way Construction, Inc. mss, 350._ 0, 2. Savala Construction Co 0_ 3. Wilson's Equipment Rentals, Inc. 3 e i, _ef- 4. 5. 6. 7. 8. 9. 10. cc: City Clerk's Staff (3) Signed Public Works (3) City Manager (1) Dated The above bid amounts have not been checked. The bid totals are subject to correction after the bids have been completely reviewed. 0 BID PROPOSAL For the: OLD MISSION HILL SEDER REHABILITATION • From: F(014 o' NmA e oivs'r TNS Contractor To the Honorable City Council City of San Juan Capistrano Gent ten ten: The undersigned, as bidder, declares that he has carefully examined the location of the proposed work as described, examined the Plans, Specifications, Special Provisions, and the Standard Specifications for Public ACorks Construction 1985 Edition, including all supplements therefor, read the Instructions to Bidders, and is familiar with all proposal requireinents, and hereby proposes and agrees, if the proposal is accepted, to complete the said construction in accordance with the Contract Documents, as defined in Section t-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, aniounting to a total of: ures Said amount to include and cover all taxes, the furnishing of all materials, the performing of all the labor requisite or proper and the providing of all necessary machinery, tools, apparatus, and other means of construction; also, the performance and completion of all the work in the manner set forth, described and shown in the Specifica- tions or the drawings for the work. If the contract is awarded, the undersigned agrees to enter into a contract with the City 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 fort) five (45) calendar days. -3- Lic '^7006 Four -Way Construction Inc. General Engineering Contractor Sewers - Storm Drains MLADEN GRBAVAC 835 #5 Arcadia Ave. DRAGO GRBAVAC Arcadia, Co. 91006 GORDON GRBAVAC Bus. (818) 446-5013 0 0 (If an individual, so state. If a firm or co -partnership, ,:,,Le the firm name and give the names of all individual co-partners composing the firm: President, Secretary, Treasurer, and Manager thereof.) Dated:Gy 82susi5S AgCAd(i 4YC- flACAdiAp91 L0 06 ddress Dated: 6 -A& &Iss—/S,913 Telephone Number Further, the undersigned bidder certifies that he has thoroughly checked the figures set forth in this proposal, that the} are correct to the best of his knowledge and that they constitute his proposal for the work called out herein. Dated: -g oy Signature of Bidder Dated: (^ �O -Cj g(g —4;q -u/3 'telephone Number MIAWe,, SAZAV4C- O -r"- • 0Aat- 6A6AY4U V/C--PACS ,bAAgo IS' "AvA C 6(0e PC?"' AY 4-.m S A6AVA` T McAQ4Aeti. • -5- • • 0 0 SCHEDULE OF IXORK ITEMS 11 OLD MISSION HILL SEWER REHABILITATION Approximate tX'ork Items With Unit Price Unit Price Item Quantity (written in XX'ords) (In Figures) Total Aniount l 66 EA Replace existing 4" diameter lateral connection with saddle tee connection per plan for the unit price of / $ %SO $41SOO — dollars per each. 2 2 EA Replace existing cleanout A ith 48" diameter manhole for the unit pe of// / 'Tl, J.L.L 7-N;% o/1SO—Ar� A" $ $Tii dollars per each. 3 37 L.F. Remove and replace existing 6" diameter sewer for the unit price of t/R7Y cL �L L�}Pai dollart per lineal foot. $ o 0 Total Bid Price (Enter here and on Page 3) �SOep ords Figtires • • • NON -COLLUSION AFFIDAVIT TO BE EXECUTED By BIDDER AND SUBMITTED WITH BID STATE OF CALIFORNIA County of , being first duly sworn deposes and says that he is"�' (-e_% k AeN,+ of _T N.-�, W p„ -a Ck � 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 any one shall refrain from bidding; that said bidder has not in any manner, directly or indirectly, sought by agreement, communication or conference with any one 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 any one 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: z22L ju,, S E On this th ay of 19�befor i me, the undersigned, a Notary Public in and for said State, personnally appeared _ l:' a :�� cf �O N 4�— , personally known to me/proved to me on the basis of satisfactory evidence, to be the person(s) whose name(s) S subscribed to the within instrument, and acknowledged that _executed it. -_ OFFICIAL SEAL JUDITH H. McNIFF WITNESS my hand and official seal.m R NOTARY vaeuO-CAUFURNIA T PRINCIPAL OFFtGt IN LOS A173ELES COUNTY My Commission Expires March -7- ss. S , being first duly sworn deposes and says that he is"�' (-e_% k AeN,+ of _T N.-�, W p„ -a Ck � 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 any one shall refrain from bidding; that said bidder has not in any manner, directly or indirectly, sought by agreement, communication or conference with any one 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 any one 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: z22L ju,, S E On this th ay of 19�befor i me, the undersigned, a Notary Public in and for said State, personnally appeared _ l:' a :�� cf �O N 4�— , personally known to me/proved to me on the basis of satisfactory evidence, to be the person(s) whose name(s) S subscribed to the within instrument, and acknowledged that _executed it. -_ OFFICIAL SEAL JUDITH H. McNIFF WITNESS my hand and official seal.m R NOTARY vaeuO-CAUFURNIA T PRINCIPAL OFFtGt IN LOS A173ELES COUNTY My Commission Expires March -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- Address Phone No. 1. 0 _ • 2. _ 3. 4. 5. M 7. 8. 010,WQ O,IZED 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, 1985 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 or any of its officer 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. 4 Interpretation of Drawings and Documents If any bidder should find discrepancies in, or omissions from the drawings, specifications or other proposed contract documents, or if he should be in doubt as to the true meaning of any part thereof, he shall at once make a written request to the Engineer for correction, clarification or interpretation of the point or points in question. The person submitting such a request shall be responsible for its prompt delivery. In the event that the Engineer receives such a request and it should be found that certain essential information is not clearly and fully set forth, or if the Engineer discovers errors, omissions, or points requiring clarification in the drawings or documents, a written addendum will be mailed to each person to whom a set of contract documents has been delivered. The City will not be responsible for any instructions, explanations or interpretations of the documents presented to bidders in any manner other than written addendum. • -9- 0 0 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. Disqualification of Bidders No person, firm or corporation shall be allowed to make, file or be interested in more than one bid for the same work unless alternate bids are called for. A person, firm or corporation who has submitted a sub -proposal to a bidder, or who has quoted prices on materials to a bidder, is not hereby disqualified from submitting a bid in his own behalf. Proposals Bids to receive consideration shall be in accordance with the following instructions: A. Bids shall be made only upon the forms provided within these specifications; all bid items shall be properly filled out; bid prices shall be stated both in words and in figures; and the signatures of all persons signing shall be in longhand. Where there is a conflict in the words and figures, the words shall govern. • B. All prices and notations must be in ink or typewritten. No erasures will be permitted. Mistakes may be crossed out and corrections typed or written in ink adjacent thereto and must be initialed in ink by the person or persons signing the bid. C. Bids shall not contain any recapitulation of the work to be done. Alternate proposals will not be considered except as required hereinabove. No oral, telegraphic or telephonic proposals or modifications will be considered. D. The City 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 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 for such a sum of not less than ten (10) percent of the aggregate sum of the bid, which check or bond and the monies represented thereby shall be held by the City as a guarantee that the bidder, if awarded the contract, will in good faith enter into such contract and furnish the • required bonds. -10- 0 0 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 and, if the bidder shall fail to execute said contract, said surety will pay to the City the damages which the City may suffer by reason of such failure, not exceeding the sum of ten (10) percent 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. G. Bids shall be delivered to the City at the location stipulated, on or before the day and hour set for the opening of bids, as hereinbefore specified in the "Notice Inviting Bids". Bids shall be enclosed in a sealed envelope bearing the title of the work, the name of the bidder, bid opening date and time of bid opening. Licensing of Contractor All persons, firms, partnerships or corporations shall be licensed in accordance with the Business and Professions Code of the State of California and the applicable ordinances of the City and County before doing any work of any kind. • Withdrawal of Bids Any bidder may withdraw his bid in person or by written request at any time prior to the scheduled closing time for receipt of bids. Opening of Bid Proposals The City will, in open session, publicly open, examine and declare the bids at the time set forth in the "Notice Inviting Bids". Bidders or their authorized representatives are invited to be present. Award of Contract or Rejection of Bids No bidder may withdraw his bid for a period of forty five (45) days after the date set of the opening of bids. The contract for the work will either be awarded or the bids rejected within the forty five (45) days form 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, however, reserves • the right to reject any or all bids and to waive mere informalities, minor technical errors or irregularities, obvious clerical or erasures. -11- •The bidder to whom the award is made shall execute a written contract with the City and furnish the stipulated bonds, insurance and bid breakdown within fifteen (15) days after the notice of award of contract. The contract shall be made in the form adopted by the City. The release of the successful bidder's surety deposit, as previously stipulated (page 5), shall be made upon the City's acceptance of the Labor and Materials Bond and the Faithful Performance Bond. If the bidder to whom the award is made faits to enter the contract as herein provided, the award may be annulled and an award may be made to the next lowest responsible bidder; and such bidder shall fulfill every stipulation embraced herein, as if he were the party to whom the first award was made. A corporation to which an award is made shall furnish evidence of its corporate existence and evidence that the officer signing the con- tract 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 000%) 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 listed as acceptable on • the list included in these specifications. Bonds must be submitted on the forms contained in these specifications. Time of Performance • The work shall be commenced within fifteen 05) calendar days from the date of issuance of the Notice to Proceed and shall be diligently prosecuted until completion. A time limit of forty five (45) 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. -12- 0 0 • Workmen and Wages Attention is specifically directed to all provisions of the Labor Code of the State of California with regard to workmen and wages. Wages shall not be less than prevailing wage rates determined by the City 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. • • -13- Bond No. 30168507 BID BOND KNOW ALL MEN BY THESE PRESENTS, that we; Four Way. Construction, Inc. _ as PRINCIPAL, and Fidelity and Deposit Company of Maryland 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 $ 10% , 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 September 6, 19 88_., for the construction of Old Mission Hill Sewer Rehabilitation fer the City of San Juan Capistrano, Orange County, California. NOW, THEREFORE, if the Principal shall not withdraw said bid within thirty (30) days after the opening of same, and shall, within fifteen (15) days after the agreement has been presented to him for execution, enter into a written contract with the City in accordance with the bid as accepted, and if the Principal shall give the required bond with good and sufficient sureties, or sureties for the faithful performance and proper fulfillment of such contract and for the protection of laborers and materialmen, or in the event of the withdrawal of said bid within the periods specified, or the failure to enter into said contract and give said bond within the time specified, if the Principal shall within sixty (60) days after request by the City, pay the City the difference between the amount specified in said bid and the amount for which the City may procure the required work and/or supplies if the latter amount be in excess of the former, 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. I k. „r California .................................................................. ss: 1 .,mnty ur....... Lq§... &q.L S ...................... On this ..............day of ........... _........_. Eill$.t1,S t....__........ ..... in the year ._..1988..._.. ............ before me th H. McNiff ................... ...... ..................................................................... Notary Public, personally appeared . Michael R. personally known to me Qv proved to me on the basis of satisfactory evidence) to be the person who executed this instrument as attorney-in-fact of the Fidelity and Deposit Company of Maryland, the cos ration therein 4"il dc;diFF "y j.:,' 0 AR1 URNIA �� tC1� Jrrd.i: I %WI LOS A'NUELES COUNTY MY Commission Expires March 1, 1992 to me that the corporation executed it. C� IN WITNESS WHEREOF, the above -bounden parties have executed this instrument under their several seals this 28th day Of Aug. , 19 88. the name and corporate seal of each corporate party being affixed hereto and these presents duly signed by its undersigned representative pursuant to authority of its governing body, Two Witnesses (If Individual) ATTEST (If Corporation) Corporate Seal ATTEST Title Four Way Construction, Inc. PRINCIPAL BY: Mladen Grbavac Title: President Fidelity and Deposit Co:ppany of Maryland SURETY BY. t � Michael R. angan Title: Attorney -in -Fact -19- 0 Power of Attorney 0 FIDELITY AND DEPOSIT COMPANY OF MARYLAND HOME OFFICE, BALTIMORE, MD. KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by C. M. PECOT, JR. , Vice -President, and C. W. ROBBINS Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By -Laws of said Company, which reads as follows: "The Chairman of the Board, or the President, or any Executive Vice -President, or any of the Senior Vice -Presidents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vim -Presidents, Assistant Vice -Presidents and Attorneys -in -Fact as the business of the Comppaadny may require, or to authorize any person or Persons to execute on behalf of the Company any bonds, undertakings, recognizances, stipulations, policies, contracts, agreements, eeds, and releases and assignments ofjudgemems, decrees, mortgages and instruments in the nature of mortgagee.... and to affix the seal of the Company thereto." does hereby nominate constitute and appoint Michael R. Langan of Pasadena, Cal e an aw ul agent and Attorney -in -Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings ............................... . . Xt%T-tVe execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Company, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the Company at its office in Baltimore, Md., in their own proper persons. The said Assistant Secretary does hereby eartify that the aforegoing is a true copy of Article VI, Section 2, of the By -taws of said Company, and is now in force. IN WITNESS WHEREOF, the acid Vice -President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this .........latIl..............day of .................December.................................. A.D.19._BS... u%, FIDELITY AND DEPOSIT COMPANY OF MARYLAND air44, c ATTEST: n SERL "• .rrr..........�_�...,`..��:"".............. By ............................. ! ................................... AuAuant Vice-Preidnu STATE OF MARYLAND j SS: CrrY OF BALTIMORE On this 13th day of December A.D. 19 85 , before the subscriber, a Notary Public of the State of Maryland, in and for the City of Baltimore, duly commissioned and qualified, came the above-named Vice -President and Assistant Secretary of the FIDELATY AND DEPOSIT COMPANY OF MARYLAND, to me Personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and exists, that they are the said officers of the Company aforesaid, and that the sed affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Sed and their signatures m such officers were duly affixed and subscribed to the Axid instrument by the authority and direction of the Mid Corporstion. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed by Official Seal, at the City of Baltimore, the day and year first above writ en. r s i ................... ...... ./-.. ....... ...... ... .... . . . ..... ... soman Notary Public �ommlaston e.. Tal Y-...I.r....1.9B.h. •'� CERTIFICATE I, the underr��yyooad, Ami taut Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the original Power of Attorney of which the foregoing isa full, true and correct copy, is in full force and effect on the date of this certificate: and i do further certify that he Vice-Prsaident who executed the said Power of Attorney was one of the additional Vice -Presidents specially authorised by the Board of Directors to appoint any Attorney -in -Fact As provided in Article VI, Section 2 of the By-laws of the FIDELITY AND DEPosn COMPANY OF MARYLAND. This certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDmn AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 16th day of July, 1969. RESOLVED: 'That the facsimile or mechanically reproduced signature of any Assistant Secretary of the Company, whether made heretofore or hereafter, whatever appearing upon a eartified wry of any Power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect sa though manually affixed. ' IN TESnMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Company, this ..... 2 $ th........ day of......... AU&US t..... 19--8-8--. Users—rix —012-7454 •Nl. AsLevntSte FOR YOUR PROTECTION LOOK FOR THE F&D \VATERNIARK n u AFFIDAVIT OF PUBLICATION STATE OF CALIFORNIA County of Orange I am a citizen of the United States and a resident of the County aforesaid: I am over the age of twenty one years, and not a party to or interested in the above -entitled matter. I am the principal clerk of the Capistrano Val- ley News, a newspaper of general circulation in the City of San Juan Capistrano, County of Orange, and which newspaper has been adjudicated to be a newspaper of general circulation by the Superior Court of the County of Orange, State of California, June 5, 1984, Case No. A-122949 in and for the City of San Juan Capistrano, County of Orange and the South Orange County Judicial District; that the notice, of which the annexed is a true printed copy, has been published in each regular and entire issue of said newspaper and not in any supple- ment thereof on the following dates, to wit: July 28+ August 49 1988 I declare under penalty of perjury that the foregoing is ture and correct. Executed at Mission Viejo, Orange County California,this ... 4.... dayof Aug 19 M..... .,lh�/.................... Signature Capistrano Valley News 23811 Via Fabricante P.O. Box 3629 Mission Viejo, Calif., 92690 11 This space is for the County Clerk's Filing Stamp RECEIVED NG 5 3 06 N In "ITI CLERK pE?ARTMENT ;.QTY OF SAN wAk NSTRANO Proof of Publication of NOTICE OF INVITING BIDS OLD MISSION HILL ....................................................... SEWER RENABILITION .—_ csiClA 0 NOTICE OF TRANSMITTAL - LEGAL PUBLICATIONS TO: CAPISTRANO VALLEY NE'I S Jody Kolar, Legal FOR PUBLICATION ON: DOCUMENT TO BE PUBLISHED: PROOF OF PUBLICATION: 0 THURSDAY, JULY 28, 1988 THURSDAY, AUGUST 4, 1988 NOTICE INVITING BIDS - OLD MISSION HILL SEWER REHABILITATION Please send to: City Clerk's Department City Hall 32400 Paseo Adelanto San Juan Capistrano, CA 92675 (714) 493-1171 .AUTHORIZED BY: DATE: July 20, 1988 Date of Bid Opening - 9/06/88 Date (s) notice published - 7/28/88 - 8/04/88 Date affidavit received -—J�'B�5 Date notice posted in designated posting places (3) - 7/28/88 0 NOTICE INVITING BIDS 0 OLD MISSION HILL SEWER REHABILITATION Notice is hereby given that the City of San Juan Capistrano will receive sealed proposals or bids for the Old Mission Hill Sewer Rehabilitation until 2:00 P.M. on the 6th day of September, 1988. A pre-bid conference is scheduled at 10:00 A.M. on the 22nd day of August, 1988, at the City offices to assist contractors. 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, and may be obtained at the non-refundable charge of $10.00, plus a charge of $5.00 for each set of Plans and Specifications mailed. Dated: July 20, 1988 CITY CLE CITY OF N JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA OLD MISSION HILL SEu ER REHABILITATION NOTICE INVITING BIDS Public notice is hereby given that the City of San Juan Capistrano will, up to 2:00 p.m., on the 6th day of September, 1988, receive sealed proposals or bids for the Old Mission Hill Sewer Rehabilitation in accordance with the approved Plans, Specifications, Special Provisions, and the Standard Specification for Public corks Construction, 1985 Edition, including all suppler ents therefor, on file in the office of the City Clerk of the City of San Juan Capistrano, California. Bids will be received until the tirne hereinbefore stated at the 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 witt.n these specifi- cations. 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 said City 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 10:00 a.m. on the 22nd day of August 1988, at the City offices. The contractor shall have the opportunity for clarification or interpre- tation 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 shall not dis- seminate any records of the conference. Exclusive of written addendums and this pre-bid conference, the City shall not be responsible for any instructions, explanations, or inter- pretation 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 surety list provided herein. 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 said City will best serve the interests or needs of said City. A time limit of forty five (45) calendar days has been set for the completion of the work, from the date of execution of the contract. 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 $10, nonrefundable, 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 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 City Council of the City of San Juan Capistrano, and is dated: "1-)L /!] /& �Crry CL K CITY OMAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA -2- 0 9. REPORT OF MOBILEHOME PARK REVIEW COMMITTEE ACTIONS (430.50) The Report dated July 19, 1988, from the Secretary of the Mobilehome Park Review Committee, regarding actions taken at the meeting of July 12, 1988, was ordered received and filed. 10. CHANGE OF MEETING DATE, MOBILEHOME PARK REVIEW COMMITTEE 430.50 As set forth in the report dated July 19, 1988, from the Secretary to the Mobile Home Park Review Committee, the change of meeting date from the first Tuesday of the month at 2:00 p.m., in the City Council Chamber to the second Tuesday of each month at 2:00 p.m., in the City Council Chamber, was approved. 11. REPORT OF PARKS AND RECREATION COMMISSION ACTIONS (920.20) The Report dated July 19, 1988, from the Secretary of the Parks and Recreation Commission, regarding actions taken at the meeting of June 20, 1988, was ordered received and filed. 12. REPORT OF PLANNING COMMISSION ACTIONS (440.40) The Reports dated July 19, 1988, from the Secretary of the Planning Commission, regarding actions taken at the meetings of June 28 and July 12, 1988, were ordered received and filed. 13. REPORT OF TRAFFIC .AND TRANSPORTATION COMMISSION ACTIONS (590.20) The Report dated July 19, 1988, from the Secretary of the Traffic and Transportation Commission, regarding actions taken at the meetings of June 8 and June 22, 1988, was ordered received and filed. 14. CAMINO CAPISTRANO ASPHALT --> 15. As set forth in the report dated July 19, 1988, from the Director of Public Works, the contract for the asphalt concrete overlay of Camino Capistrano from Junipero Serra Road to Trabuco Creek Bridge was awarded to Sully -Miller Contracting Company of Orange, in the amount of $43,143.50. All other bids were rejected. The Mayor and City Clerk were authorized to execute the contract on behalf of the City. - PLANS, S The Plans and Specifications for the rehabilitation of the existing sewer system in the Mission Hill area of the City were approved and staff was authorized to call for bids, as set forth in the report dated July 19, 1988, from the Director of Public Works. -4- 7/19/88 Y AGENDA ITEM July 19, 1988 TO: Stephen B. Julian, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Mission Hill Sewer Rehabilitation - Plans and Specifications and Authorization to Receive Bids SITUATION Staff is requesting approval of plans and specifications and authorization to receive bids for the rehabilitation of the existing sewer system in the Mission Hill area of the City. The existing 6 inch diameter system was installed in the 1920's and some deficiencies had become apparent during routine maintenance. Additional field review and television inspection was carried out last year and the rehabilitation design was completed. The project is budgeted for construction this year. Some cleanouts will be replaced with manholes; several lateral connections need some making good; and some short lengths of broken sewer line will be replaced. NOTIFICATION N/A COMMISSION/BOARD REVIEW, RECOMMENDATIONS N/A FINANCIAL CONSIDERATIONS The Engineer's estimate for this project is $65,000. Ninety thousand dollars ($90,000) has been budgeted in account #17-6900-4717-719 this year and sufficient funds are available for the construction of the project. ALTERNATE ACTIONS 1. Approve the plans and specification for the Mission Hill Sewer Rehabilitation and authorize Staff to receive bids. 2. Do not approve the plans and specifications. 3. Request additional information from Staff. RECOMMENDATION By motion, approve the plans and specifications for the Mission Hill Sewer Rehabilitation and authorize Staff to receive bids. Respectfully submitted, W. D. Murphy WDM/BP:dc E15 N H141 36 31 •moi REPLACEIAENT T AREA a r� C CO(Ca Ka TYPE OF INSURANCE SIMI PR )UCER THIS TII POUR. EXPIPATION IGH NO RIGHTS LANGAN BONDS & INSURANCE AGENCY, INC. END OR 100 N. Hill Ave. 11105 MM DATE (ODYY) Pasadena, CA. 91106 1 C< MPANY A LE TER GENERAL G. MPANY INE : RED Lf ITER B LE CC MPPRNY CFOUR WAY CONSTRUCTION, INC. 835-5 Arcadia Ave. Arcadia, CA. 91006 CCMPANY p LETTER C('MPANY E LE ETER WED AS A MATTER OF INFl:RMATION ONLY AND COIIFERS ERTIFlCAT: HOLDER. THIS C ERTIFICA" E DOES NOT A IAEND, COVERAGI: AFFORDED BY EHE POLIraES BELOW. COItAPANIES AFFORDING COVEFIAGE FREMONT COMPENSATION INSURANCE COMPANY CO TYPE OF INSURANCE POLICY NUMBER POLICY EFrECTIVE POUR. EXPIPATION LIABILITY LIMITS IN THOUSANDS LTR MM DATE (ODYY) DATE (MMNDHYIEACH M:GREGATE GENERAL LIABILITY -PCC_URRENCE BODILY COMPREHENSIVE FORM IWURY $ $ PREMISES/OPERATIONS PROPERTY UNDERGROUND DAMAGE $ $ EXPLOSION A COLLAPSE HAZARD PRODUCTSICOMPLETED OPERATIONS CONTRACTUAL BIA PD COMBINED $ $ INDEPENDENT CONTRACTORS BROAD FORM PROPERTY DAMAGE PERSONAL INJURY - PERSONAL INJURY $ AUTOMOBILE LIABILITY BODILYIRY ANY AUTO _ ((P R PERSOM $ ALL OWNED AUTOS (PRIV. PASS.) a". BODII Y ALL OWNED AUTOS ( TH RPTTHAASSN) (PLLEPPPYDE.OEM) $PRI HIRED AUTOS NON -OWNED AUTOS PROPERTY $ i; 4-7,4 GARAGE LIABILITY '{. BI & PD COMBINED $ EXCESS LIABILITY UMBRELLA FORM el & PO COMBINED $ $ OTHER THAN UMBRELLA FORM STATUTORY %'-; WORKERS COMPENSATION A WP88-468820-01 5-5-88 5-5-89 $1 000(EACH ACCIDENT) AND $ 1, OOQDISEASE-POLICY LIMIT) EMPLOYERS' LIABILITY �,. $ 1 OOQ(DISEASE-EACH EMPLOYEE) OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS Project: Mission Hills Sewer Rehabilitation. 1411191:1. City of San Juan Capistrano OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX - ATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO 32400 Paseo Adelanto DAYS WRITTEN NOTICE TO THE CERTIF TE HOLDER NAMED 70 THE rUTHORIZED San Juan Capistrano, CA. 9 26 75 LURE TO MAIL SUCH NOTKE SHALL IM OBLIGATION OR UAW UPON THE COMPANY, ITS A NTS PRESENTATIVES. PRESENTA SI 6 S: FF 9-19-88 PRODUCER THIS CERTIFICATE IS ISSUED Aa A =d4!T. ER OF !NFOR'M.I"..N -NL, AND C, .iRS LANGAN BONDS & INSURANCE AGENCY, INC. NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CER 1;1U; ATE DOES NOT AMEND 100 N. Hill Ave. #105 EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW Pasadena, CA. 91106 COMPANIES AFFORDING COVERAGE COMPANY LETTER A FIREMEN'S INSURANCE COMPANY OF WASHINGTON COMPANY B D. C. LETTER INSURED FOUR WAY CONSTRUCTION, INC. 835-5 Arcadia Ave. COMPANY C LETTER Arcadia, CA. 91006 COMPANY D LETTER COMPANY E LETTER THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS, AND CONDI- TIONS OF SUCH POLICIES. CO LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DO/YYI POLICY EXPIRATION DATE (MM/DDIYYI ALL LIMITS IN THOUSANDS GENERAL LIABILITY GENERAL AGGREGATE $1.000 X COMMERCIAL GENERAL LIABILITY PRODUCTS COMP/OPS AGGRECATE $- 1 0-0-0- 00- CLAIMS CLAIMS MADE OCCURRENCE PERSONAL 8 ADERTISAG NJU_Y $- 1 00-0 5 X OWNERS B CONTRACTORS PROTECTIVE F88 CF00026 7-5-88 7-5-89 EACH OCCURRENCE $1.000_._. FIRE DAMAGE (ASY ONE FIRE $ rDN A MEDICAL FXPE%SE ANY ONE PERSONI $ AUTOMOBILE LIABILITY ANY AUTO CSL $ ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (PR PERSON) $ HIRED AUTOS BODILY INJURY NON OWNED AUTOS �,a RIDErvn $ GARAGE LIABILITY PROPERTY DAMAGE $ EXCESS LIABILITY EACH AGGREGATE occORRENCE $ $ OTHER THAN UMBRELLA FORM STATUTORY WORKERS' COMPENSATION $ (EACH ACCIOENTI AND $ (DISEASEPOLICYLIMIT) K EMPLOYERS' LIABILITY $ — (DISEASE EACH EMPLOYEE)tiH OTHER tr .f DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS The City of San Juan Capistrano, its electe Sad appointed officials, its officers, agents, and employees shall be named as additional insur'A ith respect to the work performed by the insured. In the event of a proposed cancellation of this policy for any reason whatsoever, the City shall be notified by registered mail, return receipt requested thirtv days before cane • . Cit n Juan City of San Juan Capistrano SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX 2Cit Paseo PIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE an Juan Capistrano, CA. 92675 I LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, GENTS OR REPRESENTATIVES. UTHORIZED RE RES TATIVE 0 0 CITY OF SAN JUAN CAPISTRANO COUNTY OF ORANGE STATE OF CALIFORNIA SPECIFICATIONS AND CONTRACT DOCUMENTS OLD MISSION HILL SEu'ER REHABILITATION CITY COUNCIL GARY L. HAU'SDORFER, MAYOR PHILLIP R. SCH\X ARTZE KENNETH E. FRIESS LAXX RENCE F. BUCHHEINi ANTHONY L. BLAND CITY .MANAGER S. B. JULIAN DIRECTOR OF PUBLIC IX OR XX'. D. MURPHY MAY, 1988 • 0 0 . TABLE OF CONTENTS OLD MISSION HILL SEu ER REHABILITATION TITLE PAGE CONTRACT DOCUMENTS Notice Inviting Bids...........................................................1 BidProposal..................................................................3 Schedule of Work Items........................................................6 Non -Collusion Affidavit........................................................7 Designation of Sub-Contractors.................................................9 Instructions to Bidders........................................................10 Contract....................................................................16 BidBond .................................................................20 Performance Bond............................................................22 Labor & Material Bond........................................................24 Listing of Surety Companies...................................................26 SPECIAL PROVISIONS WORK TO BE DONE Section I Standard Specifications.......................................SP-1 Section 2 Terms Defined...............................................SP-2 Section 3 Flow and Acceptance of Water.................................SP-2 • Section 4 I'ater......................................................SP-2 Section 5 Insurance and Overhead Costs..................................SP-2 Section 6 Protection of Existing Utilities (Underground Service Alert)...................................SP-2 Section 7 Protection of Private Property.................................SP-3 Section 8 Construction Zone...........................................SP-3 Section 9 Pre -Construction Coordination Meeting .........................SP -3 Section 10 Alternate Pipe Materials......................................SP-3 Section I I Special Provisions for the Construction of Sanitary Sewers...........................................SP-3 DETAIL SPECIFICATIONS AND METHOD OF PAYMENT Bid Item I Replace Existing 4" Diameter Lateral Connection with Saddle Tee Connection..... ............ ............ DS -I ........ .. Bid Item 2 Replace Existing Cleanout with 48" Diameter Manhole ........... DS -1 Bid Item 3 Remove and Replace Existing 6" Diameter Sewer ................ DS -I APPENDIX Special Provisions for the Construction of Sanitary Sewers 0 0 0 OLD MISSION HILL SEDER REHABILITATION NOTICE INVITING BIDS Public notice is hereby given that the City of San Juan Capistrano will, up to 2:00 p.m., on the 6th dap of September, 1988, receive sealed proposals or bids for the Old Mission Hill Sewer Rehabilitation in accordance with the approved Plans, Specifications, Special Provisions, and the Standard Specification for Public works Construction, 1985 Edition, including all supplements therefor, 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 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 specifi- cations. 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 said City 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 10:00 a.m. on the 22nd day of .August 1988, at the City offices. The contractor shall have the opportum ty for clarification or interpre- tation 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 shall not dis- seminate any records of the conference. Exclusive of written addendurns and this pre-bid conference, the City shall not be responsible for any instructions, explanations, or inter- pretation 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 surety list provided herein. 0 0 0 • 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 said City will best serve the interests or needs of said City. A time limit of forty five !45) calendar days has been set for the completion of the work, from the date of execution of the contract. 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 $10, nonrefundable, 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 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 bb-�yy order of the City Council of the City of San Juan Capistrano, and is dated: �Szl /,�/- /YL CFFY CL K CITY OF AN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA -2- • • 0 BID PROPOSAL For the: OLD !MISSION HILL SEA ER REHABILITATION From: Contractor To the Honorable City Council City of San Juan Capistrano Gentlemen: 0 The undersigned, as bidder, declares that he has carefully examined the location of the proposed work as described, examined the Plans, Specifications, Special Provisions, and the Standard Specifications for Public \orks Construction, L985 Edition, including all supplements therefor, read the Instructions to Bidders, and is familiar with all proposal requirements, and hereby proposes 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: :gures Said amount to include and cover all taxes, the furnishing of all materials, the performing of all the labor requisite or proper and the providing of all necessary machinery, tools, apparatus, and other rneans of construction; also, the performance and completion of all the work in the manner set forth, described and shown in the Specifica- tions or the drawings for the work. If the contract is awarded, the undersigned agrees to enter into a contract with the City and to commence work within fifteen (15) calendar dans from the date of execution thereof, and to diligently prosecute the work to completion before the expiration of fort) five (45) calendar days. -3- 0 0 • All bids are to be computed on the basis of the given Estimated Quantities of U ork, as indicated in this proposal, times the unit prices as submitted by the bidders. In case of discrepancy between words and figures, the words shall prevail. In case of discrepancy between unit prices and the extension thereof, the unit price shall prevail and bids will be computed as indicated above and compared on the basis of corrected totals. The estimated quantities of work indicated in the proposal are approximate only being 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 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 bidder who will execute a contract shall be paid into the treasury of the City of San Juan Capistrano as liquidated damages for the failure of the undersigned to comply with the terms of this proposal. • Accompanying this proposal is (Insert "$ cash", cashier's check, certified check or bidder's bond on the forms from Pages 18 and 19 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. -4- Signature of Bidder: 0 0 • (If an individual, so state. If a firm or co -partnership, ,wte the firm name and give the names of all individual co-partners composing the firm: President, Secretary, Treasurer, and Manager thereof.) Dated: Dated: Business Address 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: Dated: • • -5- Signature of Bidder Telephone Number • SCHEDULE OF WORK ITEMS OLD MISSION HILL SEWER REHABILITATION Approximate ACork Items With Unit Price Unit Price Item Quantity (Written in Words) (In Figures) l 66 EA Replace existing 4" diameter lateral connection with saddle tee connection per plan for the unit price of $ dollars per each. 2 2 EA Replace existing cleanout with 48" diameter manhole for the unit price of dollars per each. 3 37 L.F. Remove and replace existing 6" diameter sewer for the unit price of • dollars per lineal foot. $ Total Bid Price (Enter here and on Page 3) 3 LJ gures Total Amount $ 0 0 • NON -COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID STATE OF CALIFORNIA County of and says that he is of Ss. being first duly sworn deposes 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 any one shall refrain from bidding; that said bidder has not in any manner, directly or indirectly, sought by agreement, communication or conference with any one 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 any one 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, personnally 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 acknowledged that executed it. WITNESS my hand and official seal. • Notary Public in and for said State -7- • 0 Submit with Proposal. 0 DESIGNATION OF SUB -CONTRACTORS 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. 1. • 2. 3. 4 5. 6. 7 8. • Item of Work Sub -Contractor Address Phone No. BIDDER'S NAME AUTHORIZED SIGNATURE -8- 0 0 • 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, 1985 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 or any of its officer 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. • Y Interpretation of Drawings and Documents If any bidder should find discrepancies in, or omissions from the drawings, specifications or other proposed contract documents, or if he should be in doubt as to the true meaning of any part thereof, he shall at once make a written request to the Engineer for correction, clarification or interpretation of the point or points in question. The person submitting such a request shall be responsible for its prompt delivery. In the event that the Engineer receives such a request and it should be found that certain essential information is not clearly and fully set forth, or if the Engineer discovers errors, omissions, or points requiring clarification in the drawings or documents, a written addendum will be mailed to each person to whom a set of contract documents has been delivered. The City will not be responsible for any instructions, explanations or interpretations of the documents presented to bidders in any manner other than written addendum. 10 0 0 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. Disqualification of Bidders No person, firm or corporation shall be allowed to make, file or be interested in more than one bid for the same work unless alternate bids are called for. A person, firm or corporation who has submitted a sub -proposal to a bidder, or who has quoted prices on materials to a bidder, is not hereby disqualified from submitting a bid in his own behalf. Proposals Bids to receive consideration shall be in accordance with the following instructions: A. Bids shall be made only upon the forms provided within these specifications; all bid items shall be properly filled out; bid prices shall be stated both in words and in figures; and the signatures of all persons signing shall be in longhand. Where there is a conflict in the words and figures, the words shall govern. B. All prices and notations must be in ink or typewritten. No erasures will be permitted. Mistakes may be crossed out and corrections typed or written in ink adjacent thereto and must be initialed in ink by the person or persons signing the bid. C. Bids shall not contain any recapitulation of the work to be done. Alternate proposals will not be considered except as required hereinabove. No oral, telegraphic or telephonic proposals or modifications will be considered. D. The City 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 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 for such a sum of not less than ten (10) percent of the aggregate sum of the bid, which check or bond and the monies represented thereby shall be held by the City as a guarantee that the bidder, if awarded the contract, will in good faith enter into such contract and furnish the • required bonds. -10- C • 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 and, if the bidder shall fail to execute said contract, said surety will pay to the City the damages which the City may suffer by reason of such failure, not exceeding the sum of ten (10) percent 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. G. Bids shall be delivered to the City at the location stipulated, on or before the day and hour set for the opening of bids, as hereinbefore specified in the "Notice inviting Bids". Bids shall be enclosed in a sealed envelope bearing the title of the work, the name of the bidder, bid opening date and time of bid opening. Licensing of Contractor All persons, firms, partnerships or corporations shall be licensed in accordance with the Business and Professions Code of the State of California and the applicable ordinances of the City and County before doing any work of any kind. • Withdrawal of Bids Any bidder may withdraw his bid in person or by written request at any time prior to the scheduled closing time for receipt of bids. Opening of Bid Proposals The City will, in open session, publicly open, examine and declare the bids at the time set forth in the "Notice Inviting Bids". Bidders or their authorized representatives are invited to be present. Award of Contract or Rejection of Bids No bidder may withdraw his bid for a period of forty five (45) days after the date set of the opening of bids. The contract for the work will either be awarded or the bids rejected within the forty five (43) days form 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, however, reserves • the right to reject any or all bids and to waive mere informalities, minor technical errors or irregularities, obvious clerical or erasures. -11- 0 0 • The bidder to whom the award is made shall execute a written contract with the City and furnish the stipulated bonds, insurance and bid breakdown within fifteen (15) days after the notice of award of contract. The contract shall be made in the form adopted by the City. The release of the successful bidder's surety deposit, as previously stipulated (page 5), shall be made upon the City'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. A corporation to which an award is made shall furnish evidence of its corporate existence and evidence that the officer signing the con- tract 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 listed as acceptable on • the list included in these specifications. Bonds must be submitted on the forms contained r� U in these specifications. Time of 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 forty five (45) 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. -12- 11 Workmen and Wages Attention is specifically directed to all provisions of the Labor Code of the State of California with regard to workmen and wages. Wages shall not be less than prevailing wage rates determined by the City 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. • -13- • 0 0 • 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 BET%VEEN THE PARTIES AS FOLLOW S: FIRST, wNTRACT 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 bq the City and the Contractor, Plans, Specifications and Special Provisions, the Standard Specifications for Public Aorks Construction, 1985 Edition, including all Supplements, Contract Bonds, Resolutions adopted by the City Council 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 %CORK. CONTRACTOR agrees to furnish all tools, labor, material, equipment, transportation, and supplies necessary to perform and complete in good and workmanlike manner the construction of Old Mission Hill Sewer Rehabilitation 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 \CORK. CONTRACTOR is agrees to begin and complete the work within the time specified in the Notice Inviting -14- 0 0 •Bids. It is agreed that it would be impracticable and extremely difficult to fix the actual amount of damages, and loss sustained by City, should CONTRACTOR fail to complete the work in the specified time; therefore, CONTRACTOR shall pay City, as liquidated damages, not in the nature of a penalty, one hundred dollars ($100) 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 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 'AGES. 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 offices 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 -15- • 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. 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. The insurance policies shall bear an endorsement or shall have an attached rider providing that in the event of expiration or proposed cancellation of such policies for any reason whatsoever, the City shall be notified by registered mail, return receipt requested, giving a sufficient time before the date thereof to comply with the applicable law or statute but in no event less than 30 days before expiration or cancellation is effective. CONTRACTOR shall provide to City the policy certificate establishing that • the required level of insurance has been satisfied. CONTRACTOR shall indemnify and save harmless the City, its officers, agents, and employees from and against any and all claims, demands, loss or liability of any kind or nature which Lessor, 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 construction agreement. 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 carne 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 dollars ($25) for each workman employed in the execution of the Contract by CONTRACTOR, or by any SUB- 40 CONTRACTOR, for each calendar day during which such workman is required or -16- i • • 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 Council action, and by CONTRACTOR on the date set before the name of each. CITY OF SAN JUAN CAPISTRANO DATED: BY: MAYOR • ATTEST: Mary Ann Hanover, City Clerk APPROVED AS TO FORM: John R. Shaw, City Attorney • BY: CONTRACTOR -17- • 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 City of San Juan Capistrano, Orange County, California. for the NOW, THEREFORE, if the Principal shall not withdraw said bid within thirty (30) • days after the opening of same, and shall, within fifteen (15) days after the agreement has been presented to him for execution, enter into a written contract with the City in accordance with the bid as accepted, and if the Principal shall give the required bond with good and sufficient sureties, or sureties for the faithful performance and proper fulfillment of such contract and for the protection of laborers and materialmen, or in the event of the withdrawal of said bid within the periods specified, or the failure to enter into said contract and give said bond within the time specified, if the Principal shall within sixty (60) days after request by the City, pay the City the difference between the amount specified in said bid and the amount for which the City may procure the required work and/or supplies if the latter amount be in excess of the former, 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. -18- 0 • IN WITNESS WHEREOF, the above -bounden parties have executed this instrument under their several seals this day of _ 1 19J the name and corporate seal of each corporate party being affixed hereto and these presents duly signed by its undersigned representative pursuant to authority of its governing body. Two Witnesses (If Individual) ATTEST (If Corporation) Corporate Seal ATTEST • Title • BY: Title: -19- PRINCIPAL SURETY • 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 Juan Capistrano, as Obligee, hereinafter called CITY, in the amount of Dollars for payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, fairly by these presents. WHEREAS, Contractor has by written agreement dated , entered into a (describe agreement): which contract is by reference made a part hereof; NOW, THEREFORE, the condition of this obligation is such that, if Principal shall promptly and faithfully perform said agreement, then this obligation shall be null and void; otherwise it shall remain in full force and effect. Surety 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. -20- 0 0 • 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. • E Executed this day of 19 at California. APPROVED AS TO FORM PRINCIPAL (NOTARIZATION AND SEAL) SURETY (NOTARIZATION AND SEAL) -21- 0 0 • 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 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 S, 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. -22- 0 0 • 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. • • APPROVED AS TO FORM By -23- PRINCIPAL SURETY • • Prepared By: Office of City Attorney San Juan Capistrano 7/29/85 LISTING OF SURETY COMPANIES QUALIFYING UNDER SURETY BOND COMPANY RATING CRITERIA The following surety bond companies are qualified to submit surety bonds to the City of San Juan Capistrano. The criteria utilized in rating surety bond companies are: A.M. Best Company Rating of "A"; U.S. Treasury Underwriting Limitation of $1,000,000.00 or more. Use of any other surety company may only be allowed with approval of the City Attorney. AID Insurance Company Aetna Casualty and Surety Company of Illinois Aetna Reinsurance Company Affiliated FM Insurance Company Alaska Pacific Assurance Company Allendale Mutual Insurance Company Allstate Insurance Company American Automobile Insurance Company American Casualty Company of Reading, Pennsylvania American Centennial Insurance Company American Credit Indemnity Company American Economy Insurance Company American Indemnity Company The American Insurance Company American Manufacturer's Mutual Insurance Company American Motorists Insurance Company American Mutual Liability Insurance Company American Re -Insurance Company American States Insurance Company Argonaut Insurance Company Arkwright-Boston Manufacturers Mutual Insurance Company Associated Indemnity Corporation Atlantic Mutual Insurance Company W -M E • Listing of Surety Companies, Continued Page Two Auto -Owners Insurance Company Balboa Insurance Company Bankers Multiple Line Insurance Company Boston Old Colony Insurance Company The Camden Fire Insurance Association Centennial Insurance Company Central Mutual Insurance Company 11 The Central National Insurance Company of Omaha The Charter Oak Fire Insurance Company Cigna Insurance Company Commercial Insurance Company of Newark, New Jersey The Connecticut Indemnity Company Continental Casualty Company • The Continental Insurance Company Continental Reinsurance Corporation Dependable Insurance Company, Inc. Employers Mutual Casualty Company Employers Reinsurance Corporation Fairmont Insurance Company Farmers Alliance Mutual Insurance Company Federal Insurance Company Federated Mutual Insurance Company The Fidelity and Casualty Company of New York Fidelity and Deposit Company of Maryland Fireman's Fund Insurance Company Firemen's Insurance Company of Newark, New Jersey First National Insurance Company of America Foremost Insurance Company Fremont Indemnity Company General Accident Insurance Company of America General Insurance Company of America • General Reinsurance Corporation -25- i • Listing of Surety Companies, Continued Page Three The Glens Falls Insurance Company Global Surety & Insurance Co. Globe Indemnity Company Grain Dealers Mutual Insurance Company Great American Insurance Company Greater New York Mutual Insurance Company Gulf Insurance Company The Hanover Insurance Company Harco National Insurance Company Harleysville Mutual Insurance Company Hartford Accident and Indemnity Company Hartford Casualty Insurance Company Hartford Fire Insurance Company The Hawaiian Insurance & Guaranty Company • Highlands Insurance Company Highlands Underwriters Insurance Company The Home Indemnity Company The Home Insurance Company Houston General Insurance Company INA Reinsurance Company ITT Lyndon Property Insurance Company Imperial Casualty and Indemnity Company Indemnity Insurance Company of America Industrial Indemnity Company Insurance Company of North America Insurance Company of the West Integrity Insurance Company International Insurance Company Iowa National Mutual Insurance Company John Deere Insurance Company Liberty Mutual Insurance Company • Lumbermens Mutual Casualty Company -26- 11 Cl • Listing of Surety Companies, Continued Page Four n L Maryland Casualty Company Mead Reinsurance Corporation The Mercantile and General Reinsurance Company of America Michigan Millers Mutual Insurance Company Michigan Mutual Insurance Company Mid -Century Insurance Company The Millers Mutual Fire Insurance Company of Texas Munich American Reinsurance Company National Fire Insurance Company of Hartford National Indemnity Company The National Reinsurance Corporation National Surety Corporation Nationwide Mutual Insurance Company • New Hampshire Insurance Company New York Underwriters Insurance Company Newark Insurance Company North American Reinsurance Corporation The North River Insurance Company North Star Reinsurance Corporation Northbrook Property and Casualty Insurance Company Northwestern Pacific Indemnity Company The Ohio Casualty Insurance Company Ohio Farmers Insurance Company Old Republic Insurance Company Pacific Employers Insurance Company Pacific Indemnity Company Peerless Insurance Company Pennsylvania Manufacturers' Association Insurance Company Phoenix Assurance Company of New York The Phoenix Insurance Company Progressive Casualty Insurance Company • Protective Insurance Company -27- E • Listing of Surety Companies, Continued Page Five Prudential Reinsurance Company Ranger Insurance Company The Reinsurance Corporation of New York Reliance Insurance Company Republic Insurance Company Republic Western Insurance Company Royal Indemnity Company Royal Insurance Company of America SAFECO Insurance Company of America St. Paul Fire and Marine Insurance Company St. Paul Mercury Insurance Company Seaboard Surety Company Security Insurance Company • Select Insurance Company Skandia America Reinsurance Corporation South Carolina Insurance Company The Standard Fire Insurance Company State Farm Fire and Casualty Company Transamerica Insurance Company Transamerica Premier Insurance Company Transcontinental Insurance Company Transportation Insurance Company The Travelers Indemnity Company The Travelers Indemnity Company of America The Travelers Indemnity Company Trinity Universal Insurance Company Twin City Fire Insurance Company Unigard Security Insurance Company United Fire be Casualty Company United Pacific Insurance Company United States Fidelity and Guaranty Company • United States Fire Insurance Company -28- 11 Ll • Listing of Surety Companies, Continued Page Six • Universal Underwriters Insurance Company Utica Mutual Insurance Company Valley Forge Insurance Company Vigilant Insurance Company West American Insurance Company Weschester Fire Insurance Company The Western Casualty and Surety Company The Western Fire Insurance Company Western Surety Company Westfield Insurance Policy -29- u 0 0 CITY OF SAN JUAN CAPISTRANO OLD MISSION HILL SEWER REHABILITATION SPECIAL PROVISIONS tX'ORK TO BE DONE The work to be done under this contract in general consists of the replacement of 66 existing lateral connections with new saddle tee connections, removing 2 existing cleanouts and replacing with 2 new 48" diameter manholes, removing and replacing approximately 37 lineal feet of 6" diameter sewer in short lengths, street reconstruction and other miscellaneous work. SECTION 1 - STANDARD SPECIFICATIONS The contractor shall perform his work in accordance with the Standard Specifications for Public Works Construction, 1985 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 I: Contract Termination "If at any time, in the opinion of the Public Works Director, 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 Public Works Director, within the time specified in such notice, the City 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 may designate. Upon such termination, the Contractor's control shall terminate and thereupon the City Council, or its duly authorized representative, may take possession of all or any part of the Contractor's materials, tools, equipment, appliances, and plant, and buy such additional materials and supplies at the Contractor's expense as may be necessary for the proper conduct of the work and for completion thereof; or may employ other parties to carry the contract to completion, employ the necessary workmen, substitute other machinery or materials and purchase the materials contracted for, in such manner as the City may deem proper; or the City Council mac 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 therefor. In the event of such termination, all money due the Contractor retained under the terms of this contract shall be forfeited to the City; 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 SP -1 0 • the City 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 8 - Facilities for .Agency Personnel Delete this Section. 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 persons 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 U ATER 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 in 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 contacting 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. - PROTECTION OF EXISTING UTILITIES (UNDERGROUND ' 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 least 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 SP -2 0 0 • Contractor gives at least 48 hours notice to the USA by calling 1-800-422-4133. Other utility phone numbers are noted on Sheet 1 of the plans. Full compensation for conforming to the requirements of this section shall be considered as included in the contract bid prices paid for the various items of work, and no additional compensation will be allowed therefor. 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 facilities are damaged, they shall be replaced with new materials equal to the original. Nothing herein shall be construed to entitle the Contractor to the exclusive use of any public street, way or parking area during performance of the contract work, and Contractor shall conduct his operations so as not to interfere with the authorized work of utility companies or other agencies in such streets, ways 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 commencement 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 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 - ALTERNATE PIPE MATERIALS The Contractor is advised that PVC and Armco "Truss" pipe are the only City approved alternate materials for use in sewer line construction in -lieu of extra strength vitrified clay pipe. "Carlon", "Certainteed", "Johns -Manville" and "Pacific Western" have been previously confirmed as acceptable manufacturers of PVC. All pipe shall conform to the requirements set forth in the Standard Specifications for the use intended. All work shall conform to the Special Provisions for the construction of Sanitary Sewers, • City of San Juan Capistrano, which is made a part of these documents. SP -3 0 0 • CITY OF SAN JUAN CAPISTRANO OLD MISSION HILL SEu ER REHABILITATION DETAIL SPECIFICATIONS AND METHOD OF PAYMENT BID ITEM 1 - REPLACE EXISTING 4" DIAMETER LATERAL CONNECTION WITH SADDLE TEE CONNECTION This bid item shall include the replacing of the existing 4" diameter lateral connections with a saddle tee connection as shown on the plans. Television inspection of the existing lines has shown many of the existing laterals to be punched into the main lines. The work for this bid item shall also include street reconstruction as shown on the plans. PAYMENT The unit price bid for each saddle tee connection shall include all labor, materials, tools, equipment and incidentals to construct the item as specified and no additional compensation shall be made therefor. BID ITEM 2 - REPLACE EXISTING CLEANOUT WITH 48" DIAMETER MANHOLE The work for this bid itern shall include the removing of the existing cleanout and the furnishing and installation of 48" diameter sewer manholes in accordance with the provisions of the Standard Specifications and the Special Provisions for the Construction of Sanitary Sewers of the City of San Juan Capistrano. This item shall also include • adjustment of frame and cover to final pavement grade or as directed by the Engineer and street reconstruction. PAYMENT The unit price bid for replacing existing cleanout with 48" diameter sewer manhole shall include all labor, materials, tools, equipment, and incidentals necessary to construct the item, and no additional compensation will be made therefor. BID ITEM 3 - REMOVE AND REPLACE EXISTING 6" DIAMETER SEWER The workmanship and materials included in the work prescribed for this bid item shall be in conformance with the provisions of the Standard Specifications and the Special Provisions for the Construction of Sanitary Sewers of the City of San Juan Capistrano. The work for this bid item shall include excavation, dewatering, bedding, removing existing sewer furnishing and installation of 6" vitrified clay pipe or approved equal, compacted backfill, street reconstruction, testing, connecting to manhole and all other related items of work necessary or incidental to conform to the requirements of the contract documents. Sewer pipe shall be vitrified clay extra strength or approved equal. PAYMENT The unit price per lineal foot for this item shall include all labor, materials, tools, equipment, and incidentals necessary to remove and replace existing 6" vitrified clay • pipe or approved equal with Class B bedding, and no additional compensation shall be made. DS -1 i J SPECIAL PROVISIONS FOR THE r CONSTRUCTION OF SANITARY SEWERS 19 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. Ll OOLUTION N0. 78-2-15-3 • PUBLIC WORKS CONSTRUCTION STANDARDS MODIFICATION A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, MODIFYING THE PUBLIC WORKS CONSTRUCTION STANDARDS BY bSTABLISHING SPECIAL PROVISIONS FOR SANITARY SERER CONSTRUCTION IN ACCORDANCE WITH THE PROVISIONS OF ORDINANCE NO. 349; STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WHEREAS, the City Council has adopted Ordinance No. 339, Standard Specifications for Public Works Construction; Section 2 of said Ordinance permitting the modification or amendment to the approved Public Works Construction Standards; and, WHEREAS, the City Engineer has established that the ■ Special Provisions for the Construction of Sanitary Sewers {i 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 i9 APPROVED AND ADOPTED this 15th day of February , by the fallowing vote, to wit: AYES: Councilmen McDowell, Friess, Nash and Mayor Heckscher NOES: `tone ABSENT: Councilman Sweeney YVO O. H£CKSCHER, MAYOR ATTEST: CITY CLPM STATE OF CALIFORNIA ) COUNTY OF ORANGE CITY OF SAN JUAN CAPISTRANO ) I, MARY 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 1 1978 . (SEAL) i MARY ANN MOVER, CITY CLERK -1- 0 0 TABLE OF CONTENTS SECTION I: EXECUTION OF WORK PAGE I-01 TRENCH EXCAVATION AND BACKFILLING . . . . . . . . . 1 I-02 PROTECTION OF EXISTING UTILITIES . I . . . . . . . 3 I-03 PIPE LAYING . . . . . . . . . . . . . . . . . . . . 4 I-04 MANHOLES . . . . . . . . . . . . . . . . . . . . . 6 I-05 CONNECTION TO EXISTING MANHOLES . . . . . . . . . . 7 I-06 HOUSE CONNECTIONS . . . . . . . . . . . . . . 7 I-07 SEPARATE WYES AND TEES . . . . . . . . . . . . . . 7 I-08 TESTS FOR LEAKAGE . . . . . . . . . . . . . . . . . 8 LIST OF STANDARD DRAWINGS . . . . . . . . . . . . . . . . . . 10 t A COPY OF EACH SHALL BE MAINTAINED AT THE PROJECT SITE AT f 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 necessary 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. B. Minimum Width of Trench: The minimum width of pipe trenches, measured at the crown of the pipe, shall not be less than L 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 * by the Engineer, the trench shall not be open for a total y of more than 500 feet at any given time for the total project. B A 3 r 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 L 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 * by the Engineer, the trench shall not be open for a total y of more than 500 feet at any given time for the total project. B A 3 r r • • 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 j 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 j 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, p� 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. Backfilling Excess Trench Depth: If any trench, through the neglect of the Contractor, be excavated below the bottom 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- ported wlthp 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 in 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. H. Pi a Zone Backfilling: The pipe zone shall be considered to extend rom 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- I. P1 Zone to RHO! Trench Backfillin From the top of the selected ack i 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: F 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- t 1 0 • 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 J 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 1l 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. B. Rea naibilit of the Contractor: The Contractor shall be ha reaponsi le for all costs, for the repair of any and 1 all damage to the contract work or to any utility (whether previously known or disclosed during the work), as may 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. r 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 barrel. 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 r the pipe is lowered into the trench. The pipe shall be laid, without {i break, upgrade from structure to structure and with the socket upgrade. Whenever the work ceases for any reason, the unfinished end of the P pipeline shall be securely closed with tight fitting plug or cover. The interior of each pipe, after being laid, shall be thoroughly cleaned. a y A. Jointing Vitrified Clay Pipe: Mechanical compression joints for vitrified clay pipelines shall be assembled in accordance with the manufacturer's recommendation. Care M shall be taken to insure that a tight compression joint is effected upon assembly. C -4- A s In i L ie B. Jointing Cast -Iron Pipe: 1. Lead Joints: The spigot end of the pipe shall be inserted 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 shall 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 AWWA 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 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 aration: Whenever a sanitary sewer, including ouse a era s, must cross a pressure water main, the sewer shall be of one of the following types of construction: -5- 9 f • Class 150 or heavier cast-iron pipe with hot -dip bituminous coating and with lead or mechanical Joints. Vitrified clay pipe with reinforced concrete 11 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. E. Si hon Criteria: Siphons are unacceptable to the City ua ess extreme y 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 shgll 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 E 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 1y I-45 CONNECTION TOOISTING MANHOLES- 0 1 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 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 of 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, r 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. Wyes 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 of 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 F 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- stalled 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- w otherwise specified •ill be inclined upward a• n angle not greater Z 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. Leakage Due to Internal Pressure: In sections of line 1 where 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. F 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 in 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 s Diameter inchex 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. kwan Due to Infiltration: If, in the construction of a sec on o e sewer of any size, excessive ground water is encountered, the test for leakage, described in Section "A" 6 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 t 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 L -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 sewer 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. 10 C. Leaka a Measured Usia the Air Pressure Method: The Con- tractor s 11 p ug the ends of the sewer lines 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 sewer main after installation and backfill and consolidation of the trench, and prior to installation of the house laterals. Such preliminary tests shall not con- stitute the final test. The final leakage test shall be conducted is the following manner, and shall include the sewer 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 paig 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- E -10- � 1 a 3 LIST OF STANDARD DRAWINGS DRAWING NO. TITLE S-1 STANDARD MANHOLE DETAILS S-2 STANDARD 60 -INCH MANHOLE S-3 PIPE CASING, CONCRETE ENCASEMENT & HOUSE LATERAL S-4 PIPE BEDDING DETAILS • S-5 SEPARATION AND OF WATER SEWER LINES S-6 SADDLE CONNECTION S-7 STANDARD MANHOLE FRAME AND COVER S-8 STANDARD CLEAN-OUT E -10- r t WREN ROKEN END OF NK O wITHINMMOOLt. MfAK SACK, PLUSH 01710 INSIDE Of NAMROLt4ALL AMD PLASTER OXEN 9D4" 3m6cTw. wNION n NA/NNOLE.LESQUARE ENOAMCFILL FIOXIIN END LL PIPE 1ETS AT UPPER SECTION TO DRAM. _ M CRom ELEVATION OF ALL PIPES SHALL K TIM SANE AS TIO 010000 ELEVATION OF TIE LARSEST PIPE up"so 014E10rISE IMOICATO. rme FIRST TWD NPC JOINTS INTO AND OUT OF EACH WARMS SINAL SE A 1 SRTIGIL MANHOLE SHAFT DOMING TO K PLOW MANHOLE.PS LADDER MOM OiM 09 OF RKMRO. Sa SECT. Z -os. 'Mt AN 2.12* LONG VC.11 JOINTS AT INLETS AND OUTLET. R -t Xo STIMUP TYPE CAPUT CAST w PLACE AT TIIM MOTs: POR PRANG AND COVER DETAILS II@QI TO PLATE 3--•E, STANDARD NNMI&E FMM AM 074 TOP tro-S- Dna STYE -E' P ASrR FILLET TOP OF MVIMKNT 011 EXISTING GRAINS. CONESHALL K E000ITRIC TO THE DO" YSTR aC!O9 or THE o I/Y0Ro12r KTWIEN ^� KVEL JOINTS, _, • mSTEP DETAIL WATER nS0T UPPO1 RMHT. JOINTS (TY R) . . STEP DETAIL STEP Nam MATRIAL, SHALL R aw aa. SRO. aevalYMM n A"JL A -IG 00 A -MT GALL MOM AFTER RNld IN ACWM 010 A.LTJL A-ISi Zojt 4- - ri J,a= CONE DETAIL CROWN ELEVATgM -D a EQUAL JOINT DETAIL SASE MIMED AGAINGT UNOISTIKO<D SOIL STANDARD 48" MANHOLE NOTE: 49"1.0. MANHOLE TO BE USED ON SEWERS 2d' IN DIAMETER AND UNDER. CITY OF SAN JUAN CAPISTRANO STANDARD MANHOLE DETAILS CLT MRPum MTN MIRE OF EANNOLLODEER OWES SMALL EE PLAATEREO WMA GMM V roRraR TO MARE A SMOM OITRARSIE TO 771111 NPL rw owm piMT10R OFALL NPp iIALL SN?w WS AS TIME CROEN ALlVMTIOR M M LAMV NIE VULM OTM[M1E•E MMArIM rN[ rANNOLA SNAIL OWING, SMALL a PLACES Or TN[ 0"084729" SIDE OP '?7111 rASNOLE. 14mcOLLAR SECTION STINUM 70•ULAK i R 4 PLAIN ELL VATIO H 12• SECTION -INLET ANO OUTLET ITTPA 24 -LONE SECTION WHEN MA1NLIN[ 13 21" VCP OR LARGER -INLET ANO OUTLETITTP.1 2- 12•LON4 VCP JOII AT INLETS (TTP-) _ 2-1 eC81OW NWAAR TOO OF PRV0101T OR OOSTIM MAOL IS NA ECCENTRIC FLAT TOP s� ECCENTRIC FLAT TOP DETAIL I/A'COIOIT WORRY -PRECAST CONCRETE [ Jose RING, SECTION S N/w A ONSR -ECCENTRIC COME )O•$ SO•S 27•HIG,N WITH S TNICR WALL$ •� — COMM MORTAR P2.LLT ►---70'LO.P 7G,•a69000ITM �a Rim SIH•gne S A"See PLATE PM JOINT DETAIL "N$ • I• r ELL VATIO H 12• SECTION -INLET ANO OUTLET ITTPA 24 -LONE SECTION WHEN MA1NLIN[ 13 21" VCP OR LARGER -INLET ANO OUTLETITTP.1 2- 12•LON4 VCP JOII AT INLETS (TTP-) _ 2-1 eC81OW NWAAR TOO OF PRV0101T OR OOSTIM MAOL IS NA ECCENTRIC FLAT TOP s� ECCENTRIC FLAT TOP DETAIL I/A'COIOIT WORRY -PRECAST CONCRETE [ Jose RING, SECTION S N/w A ONSR -ECCENTRIC COME )O•$ SO•S 27•HIG,N WITH S TNICR WALL$ •� — COMM MORTAR P2.LLT ►---70'LO.P 7G,•a69000ITM PLAT TOP. AOCOITI110 To TME OOM1 STIIEAN SME W TIME rAUIELL SIH•gne S A"See PLATE PM JOINT DETAIL NOTE, POR PRAYS ANO COVER OATAILS ROM To PLAT[ $-G,, SOIrOM o 2W/.NOLA PRANG AYO COM. IN POUR EASE AG,AINST U1401STURSCO SOIL. NOTE: THE STANDARD 40 INCH MANHOLE SHALL K USED ON SEWERS 24• IN DIAMETER AND LAR6ER,0THER SPECIAL CASES,OR WHEN THE INVERT OF THE MANHOLL IS IX DEEP. t CITY OF SAN JUAN -CAPISTRANO STANDARD 60INCH MANHOLE 1978 1 62, 0 20 S. r CAf N/s f ILT OveRALL RLL CARRICR III OWING rte*. •olrrf PTMA/ TWO fKlff 1'YrL CL. To IIIt CARRItR N►t $"ALL R ANCNO1190 Aro/OR r9140110 WORK !ROUTING TO AVOID FLOATING. TYPICAL PIPE' CASING imm KV 7Ts M ININTALLD 111TNOYT NOM LATSRAL.Tit*Ys SNCL K PLUM MITN A YAG /LJN OR IisO/R w STOMP. 'AGR W" y ll/f A 1/0 Kimme AO - IT 7.• 0.L FF''��' REINFORCED CONCRETE' ENCASEMENT CORCRtTt 119CA891110 T !MALL se To f• rmw !CLL Ars A one Ion► fsasLtGr =' OI MK !MALL all us" salvo" AAMC TNt trOAmmanT. ATILT Pow M. OR ?m ASM tMtT att�ss; AODVTA it Harp". TO pnvwr t� .✓':?'. /ROOan cll� To / t*LIfI LM O/ ws AM LID MT 9ACN fts M LABRAL. TYPICAL NOUS[ LATERAL ml t Ta OF Ltillt wM TI<...: LA3AL oRtafs. UIt@ Tis OJT tRs♦Ms go mtt sant OR tfsls CITY OF SAN JUAN CAMSTRANO 10?tt I U. r).S- MIN. 02oAC. OM OIDAM (TYR) FEAT KR TO JOIN of A.L(rT►) GRAVEL OR CRIIRICO ROCK L TYPE ( TYPE It H - f I CONMCTTO COMPAC 40NFlLL �. 7R7lL-Ovw"'7 LCLiOr MATuIAL TO 90% �.ciiii RR- O<Ntam pow"m�-7 d eeRa�.°i FIFE F"OmIDN at 11"t raNIOA. � T "me SHAM 11601E MAEINUM Ira K oETuANNCO UNOISTUNICO SOL IN F14D K TNI CITY DN M SAp of MAXIMUM OVUWIOTH CXGAVATEOL TYPE III TYPE IV Rmw 1. THE T1IEIION 76TH ATTAR WMR UNIT OF TIM MK 20NO !MALL It WITHIN rMC FOLLOWING LIMITS FOR "PC I,Z.AMM SIMNGL MAXIMUM TRtNeH WIOTN-O.D. OF NR ON TILL FLUS IG' MINIMUM rNI MPI WIOTN-O.L a FIFE oR NLL FLIM Ii' 2.Tr/I3 Gm01NG MIALL t Ulto WNRIE THt TRRION WIDTH AT THI uRCR UNIT of THE M►I ZONE ZXCUDG THC MAXIMUM WIDTH N4CIMO ACOVI. i 6AOXFIu ASOVt THE FSR ZoME !MAUL Co1MO11M To TW RIOWNCMCHTS OUTLINCO IN LECTION SOL LS OF TNI STAMOAAO SFICS. A MINIMUM FMNNG LECTION IS .26 A.O. CVM SOAL OR AS 6RCOM ST T149 CIT' RIGINQR. FEATHER AM JOIN TO TIII CXWTINS FAVI}oIr To THS SATISFACTION OF THE CITY CIMIMQR. } CITY OF SAN JUAN CAPISTRANO' PIPE BEDDING DETAILS I o, R W, n nm ,...r. M 6 z 1A i • .• DESIGN REQUIREMENTS FOR SANITARY SEWERS IN THE VICINITY OF PRESSURE WATER MAINS I �2 ZONE 0 2 ZONE e !a 1 WATER 4' WATER �� ' MAIN ,, MAIN. , ZONE . A ZONE 0 zl PARALLEL CONST. A] PERPENDICULAR CONST. IF A SANITARY SEWER IS TO BE IF A MAIN NE SEWER MUST LOCATED WITHIN 10 FEET OF A PRESSURE PRES%)RE WATER WITHIN ANY OF WATER MAIN WITH!N ANY OF THE ABOVE INDICATED ZONES, OR IF A HOUSE INOICATEO ZONES SPECIAL CONSTRUCTION MUST CROSS IN ZONE B, SPECIAL C HILL SB REOUIRE6 AS SHOWN BELONG WILL BE REOURED AS SHOWN BEL ZONE SEWER CONSTRUCTION REfUI A 'I.C.P. WITH COMPRESSION JOINTS. B OR C C' -P. (CLASS ISO) APPROVED MECHANICAL :DINTS; OR V.C.P. CONCRETE ENCASEMENT PER ( DETAIL I ); OR V.C.P. SROUT! NUOUS STEEL CASING. O 00 NOT LOCATE ANY PARALLEL SEWER IN THIS AREA WIHTC GENERAL NOTES I. EXTEND BOTH ENOS l)F ENCASEMEIIT TO A POINT ONE INCH SHORT OF FIRST PIPE JOINT BEfONC LOCATIONS SPECIFIED ON P -AN. USE ONE FOOT SECTION OF PIPE AT BOTH ENDS BEFORE USING STANDARD LENGTHS. 2. APPIY FORM OIL, THIN PLASTIC SHEET, OR OTHER ACCEPTABLE MATERIAL TO PIPE, TO PREVENT BOND BETWEEN PIPE AND CONCRETE. 3 USE CLASS 420-C-2000. PC.C. FOR ALL CASES. 4akA h SFECL L IN CDMT:.- IIEAITfi _ SPECIAL ENCASEMENT DETAIL 1 ( SEE STD, S-3) t CITY OF SAN JUAN CAPISTRANO SEPARATION OF WATER AND SEWER LINE: 1979C- `r L TME SQL ON THE CO-A� SADDLE SMALL NOT EE ENCASED IN CONCRETE. TAP TO BE MADE AT APPROX. l OF JOINT. ENCASE 12'EAOI MOE OF OPINIES WITM CLASS 420•C-2000 PC.C. fA 460 7``AA NOTES, I. TRE SEVER LINE SMALL BE SCORED TO TNR APPROXIMATE SHAPE OF TME COLLAR WYE. ON TQ "Y-TIMS. THE CONTRACT** SMALL ETHER COT A MEAT OMIIIO WITH A OI ROMLAR CERAMIC SAW OF 2I N' B, 011 S' DIAMETERS, 00 MAKE A SMALL **Lt. NOT LARD M TIYN OMR-MICA IN DIAMETER, IN Tilt APPROXIMATE CENTER OF THE !COINED ARIA WITH A POINTED TOOL, *MAN TOA MASON'S PICX.ANO OMIMTN A CIRM AND SNORT HANDLE, NANO HELD HAMMER III A SPIRAL FASHION TO THIS SCORED LIE. 2. THE CONTRACTOR SNALL 39CM THE COLLAR WTI SADDLE TO TIE SEWER AS 1PPROVm ST THE CRY ENGIILR S. THE CONTRACTOR SMALL ENCASE TME SADDLE CONNECTION WITH CLASS AM -AMO RMWTtR THE CONNECTION IS APPROVED NY TIME CITY COR TO TIME LIMITS IMOICATED ABOVE 1, THE CONTRACTOR SMALL KEEP ALL CLAY CHIPS, DIRT, EPDXY, MORTAR, AND CONCRETE OUT OF THE St'ER SADDLED, AND SHALL PERFORM A CLEANING AND SALLIES Of THE WACM SADDLED IF DIRECTED TO DO 70 IT TIBC CRY Cuomo N. L THE CONTRACTOR SMALL REPAIR OR REPLACE ANY DAMAGED PNP[ AS DIRECTED BY THE CITY EES1NOM G. THE CONTRACTOR SMALL EPDXY ALL SADDLE CONNECTIONS TO TIM! SATISFACTION OF TME CITY ENGWIEEI. IC17A CITY. OF SAN JUAN CAPISTRANO SADDLE CONNECTION ELEVATION SECTION A -A 40. - -EXIST. V.C.P. -EXIST. V.C.P. s� I I I j OCTAIL MARINE CONNECTIOi"- II I TO AN EXISTING SEWtRt- jl Ij 11 FOR EAKINS G-LATERA►ON1 .= -- .. I I i I I 7- MAIN OR AS REQUIRED. IV':'� TMt CITY Oltllt<rt. ..'�Y I -GAMD `-J SEAL- ADJUSTABLE REPAIR NEM V.C.P. Ttt OR WYE SECTION COUPLING, ON APPROVED EQUAL--'�- WITH PLAIN ENOS l2 REO'D.1 6 COLLAR WYE SADDLE i NOTES, I. TRE SEVER LINE SMALL BE SCORED TO TNR APPROXIMATE SHAPE OF TME COLLAR WYE. ON TQ "Y-TIMS. THE CONTRACT** SMALL ETHER COT A MEAT OMIIIO WITH A OI ROMLAR CERAMIC SAW OF 2I N' B, 011 S' DIAMETERS, 00 MAKE A SMALL **Lt. NOT LARD M TIYN OMR-MICA IN DIAMETER, IN Tilt APPROXIMATE CENTER OF THE !COINED ARIA WITH A POINTED TOOL, *MAN TOA MASON'S PICX.ANO OMIMTN A CIRM AND SNORT HANDLE, NANO HELD HAMMER III A SPIRAL FASHION TO THIS SCORED LIE. 2. THE CONTRACTOR SNALL 39CM THE COLLAR WTI SADDLE TO TIE SEWER AS 1PPROVm ST THE CRY ENGIILR S. THE CONTRACTOR SMALL ENCASE TME SADDLE CONNECTION WITH CLASS AM -AMO RMWTtR THE CONNECTION IS APPROVED NY TIME CITY COR TO TIME LIMITS IMOICATED ABOVE 1, THE CONTRACTOR SMALL KEEP ALL CLAY CHIPS, DIRT, EPDXY, MORTAR, AND CONCRETE OUT OF THE St'ER SADDLED, AND SHALL PERFORM A CLEANING AND SALLIES Of THE WACM SADDLED IF DIRECTED TO DO 70 IT TIBC CRY Cuomo N. L THE CONTRACTOR SMALL REPAIR OR REPLACE ANY DAMAGED PNP[ AS DIRECTED BY THE CITY EES1NOM G. THE CONTRACTOR SMALL EPDXY ALL SADDLE CONNECTIONS TO TIM! SATISFACTION OF TME CITY ENGWIEEI. IC17A CITY. OF SAN JUAN CAPISTRANO SADDLE CONNECTION CI � ■ ■ �V\ ■ • ■ ■ ■ ■ ■ ■ COVER — BOTTOM VIEW COVER—TOP VIEW :L RING PLAN SECTION C -C, NOTES: CAST IRON $WALL HAVE MINIMUM TENSILE STRENGTH OF 30,000 LDS . PER SQUARE INCH. ' ALHAMBRA FOUNDRY CO. TYPIE A- OR EQUAL. WEIGHT OF FRAME AND COVER + MO LDS' MINIMUM CASTINGS SHALL CONFORM -TO ASTM. A 48 CLASS 33. CITY OF SAN JUAN CARSTRANO STANDARD MANHOLE FRAME a COVER 5 COVER,01E & CONIC. PAD TYPICAL FOR 6 ,8 ,OR 10 I.a SEWER. T� STREET SURFACE CASTING •. r:: •: �•'. Vii'.•: � .a. CLASS 540-C-3230 P.C.C. Ic ALHAMBRA .1 FOUNDRY A-1240 OR' EQUAL - TOP VIEW NOTES: 1. CLEAN-OUT PIPE MUST BE SAME DIAMETER AS MAINLINE SEWER. 1/b SEND He] n n CIER 2 CLEAN -OUTS ARE FOR COMMERCIAL OR INDUSTRIAL USE ONLY AND ARE TO BE LOCATED AT R. t CITY OF •SAN JUAN CAPISTRANO STD. CLEAN-OUT 1978I W- EL .... .+Rea I S+'E SIDE VIEW Ff NCR TOP VIEW - = BRANCH CIER 2 CLEAN -OUTS ARE FOR COMMERCIAL OR INDUSTRIAL USE ONLY AND ARE TO BE LOCATED AT R. t CITY OF •SAN JUAN CAPISTRANO STD. CLEAN-OUT 1978I W- EL .... .+Rea I S+'E