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1994-0720_PRKACIN COMPANY_Notice of Completion RECORDED AT REQUEST OF AND DOC # 94-0478954 RETURN TO: =9—JUL-1994 loco ? AM City of San Juan Capistrano City Clerk's Office Recorded in Official Records 32400 Paseo Adelanto .^.f Orange County, California San Juan Capistrano, CA 92657 1-PA A. HranrF-, Coul?ty Recorder I .3-ge i of 1 `eez: dY VV�+.,VV RECORDING FEES EXEMPT DUE TO ax i f'•-' RNMENT CODE SECTION 6103 berylJohnson City lerk San Juan Capistrano, CA NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that a contract was heretofore awarded by the City Council of the City of San Juan Capistrano,California, to Prkacia Company, 28691 Placida Avenue, Laguna Niguel, California 92677, for the performance of the following work: Hilltop Way Sewer Reconstruction and Calle Arroyo Sewer Rehabilitation That said work was completed on May 25, 1994,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, as the owner,32400 Paseo Adelanto, San Juan Capistrano, California 92675, at a regular meeting thereof held on the 19th day of July, 1994, by Resolution No. 94-7-19-1 That upon said contract, Merchants Bonding Company was surety for the bonds given by the said company as required by law. Dated at San Juan Capistrano, California, this 20th day of July 1994. Cheryl JohnsofiJ, City 6VIerk City of San Juan Capistrano STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF SAN JUAN CAPISTRANO ) I,CHERYL JOHNSON, 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 Clerk. Dated at San Juan Capistrano this 20th day of July 11994. Cheryl JohnsonGtity rk City of San Juan Capistrano CONTRACT This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as City and Prkacin Company hereinafter referred to as CONTRACTOR. IT 15 HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: FIRST. CONTRACT DOCUMENTS. The contract documents shall be considered to include the Notice Inviting Bids, the Instructions to Bidders, the Proposal, the Bid Bond, the Non-Collusion Affidavit, the Designation of Sub-Contractors, the Contract which is prepared for execution by the City and the Contractor, Plans, Specifications and Special Provisions, the Standard Specifications for Public Works Construction, 1991 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 WORK. CONTRACTOR agrees to furnish all tools, labor, material, equipment, transportation, and supplies necessary to perform and complete in good and workmanlike manner the construction of Hilltop Way Sewer Reconstruction and Calle Arroyo 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 WORK. CONTRACTOR agrees to begin and complete the work within the time specified in the Notice Inviting Bids. It is agreed that it would be impracticable and extremely difficult to fix the actual L 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, two hundred and fifty dollars ($250) per calendar day for each day delayed; provided that extensions of time with waiver of liquidated damages, may be granted as provided in the Specifications. FIFTH. PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment of all labor and material used under this contract, as required by the laws of the State of California, on forms approved by City. The Performance Bond shall be for an amount of one hundred percent (10096) 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 Specif ications. 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 2 • 10 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 shalt be for a minimum period of one year. CONTRACTOR shall maintain in full force and effect comprehensive automobile liability coverage, including owned, hired, and non-owned vehicles in the following minimum amounts: $500,000 property damage; $500,000 injury to one person/any one occurrence/ not limited to contractual period; $1,000,000 injury to more than one person/any one occurrence/not limited to contractual period. The insurance policies shall bear an endorsement or shall have an attached rider providing that in the event of expiration 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. 3 0 EIGHTH. COMPLIANCE WITH OTHER PROVISIONS OF LAW RELATIVE TO PUBLIC CONTRACTS. City is subject to the provisions of the Government Code and the Labor Code of the State of California. It is stipulated and agreed that all provisions of law applicable to public contracts are a part of this contract to the same extent as though set forth herein and shall be complied with by CONTRACTOR. These include, but are not limited to, the stipulation that eight (8) hours labor constitute a legal day's work and CONTRACTOR shall, as a penalty to City, forfeit twenty-five 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 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 SA =PISTRANODATED: April 5 19g4 BY: e a ip a MAYOR BY: TEST: heryl JoM550, City Clerk AP ROVED AST ORM: :chard K. Denhalter, City Ft rn y 4 AGENDA ITEM July 19, 1994 TO: George Scarborough, City Manager FROM: William M. Huber, Director of Engineering& Building SUBJECT: Resolution,Notice of Completion and Final Report- Hilltop Way Sewer Reconstruction(CIP 716) and Calle Arroyo Sewer Rehabilitation(CIP 722), Prkacin Company RECOMMENDATION By Resolution, determine that the work for the combined capital improvement projects,Hilltop Way Sewer Reconstruction and the Calle Arroyo Sewer Rehabilitation have 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$6,031.92 thirty-five (35)days after the recordation of the Notice of Completion. SITUATION A. Summary and Recommendation This project consisted of sewer improvement work in two different locations: 1. The reconstruction of 515 feet of eight-inch diameter clay pipeline along a section of Hilltop Way, and two associated manholes along with three residential sewer laterals, and the slurry sealing over the extent of the reconstructed section, and some additional asphaltic concrete to repair the deteriorated pavement areas along both sides of the trench. 2. The relay of 533 feet of eight-inch diameter sagging PVC pipe section along Calle Arroyo and adjustment of pipe grade to provide a smooth, positive flow line. The construction of these two combined projects have been completed to the satisfaction of the City Engineer and are ready for acceptance by the City Council and recordation of a Notice of Completion with the County Recorder. FOR CITY COUNCIL AGEN9k--- AGENDA ITEM July 19, 1994 Page 2 B. Background On November 16, 1993, the City Council approved the combined plans and specifications for the two capital improvement projects and authorized Staff to receive bids. On March 7, 1994, bids were opened and the low responsible bidder was determined to be Prkacin Company at$54,444. On April 5, 1994, Council awarded the project to the Prkacin Company. All work was performed according to plans and in a timely manner to the satisfaction of the City Engineer. On Hilltop Way, additional trench width was required in order to expose the unaligned existing pipe and also additional pavement was severely needed along both deteriorated sides of the trench to successfully complete the job. COMMISSIONBOARD REVIEW RECOMMENDATIONS Not applicable. FINANCIAL CONSIDERATIONS The Contract was awarded to Prkacin Company for $54,444.00 for the combined two projects. The total construction cost paid to Prkacin Company of both projects combined was $60,312.92. The final costs were as follows: PROJECT HILLTOP WAY CALLS ARROYO Account No. 12-63500-4717-716 12-63500-4717-722 Budgeted Amount $80,000.00 $72,000 Design Cost $4,050.00 $3,900.00 Construction Bid Amount $36,254.00 $18,190 Construction Cost $42,122.92 $18,190 Admin., Inspection, Lab Testing and Overhead $11,301.45 $3,916.06 Total Cost $57,474.37 $26,006.06 NOTIFICATION N/A AGENDA ITEM July 19, 1994 Page 3 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 combined capital improvement projects, Hilltop Way Sewer Reconstruction and the Calle Arroyo Sewer Rehabilitation have 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$6,031.92 thirty-five (35) days after the recordation of the Notice of Completion. Respectfully submitted, / Prepared by: William M. Huber, P.E. ( Aam S air Senior Engineer Zf WMH/SS:ssg attachments: Location Map Resolution Notice of Completion aA7-19hItp.doc C � O T S vu Kim ♦� rr�' S CALLE o[l CAO+C 'Cy • C AR• 7y 1Av9 hA y w 4V CI�R Icas e f N M•COMO, s NA ANA •� �f h4 ! s ~ �� ASEO . �q CI cs tO\ � Ra OR. •01�1�M y0 r opllM OsA C vu [R 9 vANT AVE. SIEOA r /��^ PAgp OIANq SMADETREE .e4 IA 0 HILLTOP WAY PROJECT LOCATION �i sr - 7 CALLE ARROYO PROJECT LOCATION LOCATION MAP RESOLUTION NO. 94-7-19-1 COMPLETION OF HILLTOP WAY SEWER RECON TR CTION A_ND CAI_•LE ARROYO SEWER REHABILITATION (PRKACIN COMEPAM 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 HILLTOP WAY SEWER RECONSTRUCTION AND CALLE ARROYO SEWER REHABILITATION (PRKACIN COMPANY) WHEREAS, on the 5th day of April, 1994, the City of San Juan Capistrano entered into a contract with Prkacin Company, 28691 Placida Avenue, Laguna Niguel, California 92677, for the Hilltop Way Sewer Reconstruction and Calle Arroyo Sewer Rehabilitation project; and, WHEREAS.the Director of Engineering and Building 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 I. 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$60,312.92. SECTION 3. That the work is hereby accepted and approved. SECTION 4. That the City Clerk is directed to forthwith forward a"Notice of Completion" to the County Recorder of the County of Orange for recording. PASSED, APPROVED, AND ADOPTED this 19th day of July 1994. Z-5 LL AMP L,MAYOR ATTEST: CITY CLUE -1- STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss CITY OF SAN JUAN CAPISTRANO ) 1, CHERYL JOHNSON, 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. 94-7-19-1 adopted by the City Council of the City of San Juan Capistrano,California, at a regular meeting thereof held on the 19th day of July 1994,by the following vote: AYES: Council Members Jones, Nausdorfer, Nash and Mayor Campbell NOES: None ABSTAIN: None ABSENT: Council Member Vasquez (SEAL) CHERYL JO , CITY CLERK -2- • Please Sign, Date G Return This Copy JMo„ 0 �, MEMBERS OF THE CTI COUNCIL VV COLL eCAMPBELL GARY L HAU IDORFER V + GIL JONES �/ "mcarroulfe CAROLYN NASH IA�nuYu 1961 JEFF VASQUEZ 1776 • • CITY MANAGER GEORGE SCARBOROUGH April 6, 1994 Prkacin Company 28691 Placida Avenue Laguna Niguel, California 92677 Re: Award of Contract - Hilltop Way Sewer Reconstruction and Calle Arroyo Sewer Rehabilitation Gentlemen: At their meeting of April 5, 1994,the City Council of the City of San Juan Capistrano awarded the contract for the Hilltop Way Sewer Reconstruction and Calle Arroyo Sewer Rehabilitation project to your company at$54,444. A fully-executed copy of the agreement is enclosed for your records. 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, Cheryl Johnso C41— City Clerk Enclosure cc: Director of Engineering and Building (with copy of contract) Sam Shoucair(with copy of contract) Director of Administrative Services (with copy of contract) Receipt of the foregoing Notice of Award is hereby acknowledge : By This day of � /�� 1994. 32400 PASEO ADELANTO, SAN JUAN CAPISTRANO, CALIFORNIA 92675 0 (714) 493.1171 1 3. RECEIVE AND FILE WARRANTS OF MARCH 1994( 00 t0) The List of Demands dated March 1, 1994, in the total amount of$16,600.08 and the List of Demands dated March 16, 1994, in the total amount of$714,908.49 were received and filed. 4. AWARD OF CONTRACT - HILLTOP WAY SEWER RECONSTRUCTION AND CALLF c ARROYO SEWER REHABILITATION(ERKACIN COMPANY)(600 As set forth in the Report dated April 5, 1994,from the Director of Engineering and Building,the contract for the Hilltop Way Sewer Reconstruction and Calle Arroyo Sewer Rehabilitation was awarded to the lowest responsible bidder,Prkacin Company, in the amount of$54,444. All other bids were rejected. The Mayor and City Clerk were authorized to execute the contract on behalf of the City. 5. MODIFICATIONS TO MARRELLA CREST COMPTITTON AGREEMENT- TRA T 13846 (CAPITAL FINANCIAL CONSULTANTS)(600 30) As set forth in the Report dated April 5, 1994, from the Director of Engineering and Building, the First Amendment to the Completion Agreement for Marbella Crest, Tract 13846, was approved accepting a $250,000 surety bond from the developer in lieu of the original funding agreement. The bond allows the developer access to the bond proceeds being held by the City to allow completion of the project. The Mayor was authorized to execute the Amendment on behalf of the City. 6. APPROVAL OF CONTRACT MODIFICATION NO-2 TO FUNDING CONTRACT NO 750749 FOR TASKS RELATED TO THE SAN JUAN CREEK ILROAD BRIDGE AND TRACK REALIGNMENT(CALIFORNIA DEPARTMENT OF TRANSPORTATION)(600.501 As set forth in the Report dated April 5, 1994, from the Director of Engineering and Building, Contract Modification No.2 to Funding Contract No.75Q749 with Caltrans was approved for six tasks related to the San Juan Creek Railroad Bridge and Track Realignment. The modifications included the redistribution of funding for tasks within the contract and the extension of the expiration date to December 31, 1994. The Mayor was authorized to execute the contract on behalf of the City. 7. DENIAL OF CLAIM_ - PROPERTY DAMAGE AND PERSONAL INJURY (MARY MOOREI (170^10) The claim received by the City from Mary Moore in the amount of$5,479 for property damage and personal injury was denied,as set forth in the Report dated April 5, 1994,from the City Attorney. 8. DENIAL OF CLAIM-PROPERTY DISPUTE(GfLRERT LEE_ETT AL)(170.10) The claim received by the City from Gilbert Lee,et al,regarding property dispute was denied,as set forth in the Report dated April 5, 1994, from the City Attorney. 9. AWARD OF EMERGENCY CONTRACT - GO .DENRIDG . STORM DRAIN (K )NOS CRAWLER AND BACKHOE SERVICE)(600-30) _ As set forth in the Report dated April 5, 1994,from the Director of Engineering and Building,the contract for the construction of the Goldenridge Storm Drain project was awarded to the lowest responsible bidder,Kunos Crawler and Backhoe Service,in the amount of$37,625. The formal bid process was waived to expedite the project based on the finding that an eminent risk to health and safety existed from mosquito infestation and potential for slope instability. All other bids were rejected. The Mayor and City Clerk were authorized to execute the contract on behalf of the City. City Council Minutes -3- 4/5/94 AGENDA ITEM April 5, 1994 TO: George Scarborough, City Manager FROM: William M. Huber, Director of Engineering & Building SUBJECT: Award of Contract- Hilltop Way Sewer Reconstruction and Calle Arroyo Sewer Rehabilitation (Prkacin Company) RECOMMENDATION Award the contract for the Hilltop Way sewer reconstruction and Calle Arroyo Sewer Rehabilitation to the low responsible bidder, Prkacin Company, in the amount of$54,444 and reject all other bids. Authorize the Mayor and City Clerk to execute the documents on behalf of the City. SITUATION A. Summary and Recommendation Bids were opened on March 7, 1994 for the Hilltop Way sewer reconstruction and Calle Arroyo sewer rehabilitation. The bids are valid until April 21, 1994, a period of 45 days from the opening date. Prkacin Company was the low bidder at$54,444, which is 32% below the Engineer's estimate. Staff is recommending award of contract to the low, responsible bidder, Prkacin Company. B. Background The project consists of sewer improvement work in two different locations: 1. The reconstruction of approximately 511 feet of eight-inch diameter sewer pipeline along a section of Hilltop Way and two associated manholes, along with three residential sewer laterals. On completion of the reconstruction, the street will be slurried over the extent of reconstruction. 2. The relay of approximately 533 feet of eight-inch diameter sagging sewer pipe section along Calle Arroyo and adjustment of grade to provide a smooth, positive flow line. Both projects will be television inspected on completion to ensure quality construction. FOR CITY COUNCIL AGEN J/ Y AGENDA ITEM April 5, 1994 Page 2 Bids were received on March 7, 1994 as follows: 1. Prkacin Company $54,444.00 2. Seven C's Construction $90,785.50 3. G. R. McKervey, Inc. $99,325.50 4. Clarke Contracting Corporation $104,599.50 5. Grbavac Construction, Inc. $123,873.00 The Engineer's estimate was$80,000, and the average of all bids submitted was$94,600. However, Prkacin Company was the low bidder at$54,444, which is 32%below the Engineer's bid. The Prkacin Company has advised that the following subcontractors would be used: Item of Work Subcontractor Address Slurry Seal Doug Martin 220 E. La Habra Contractor La Habra, CA 90631 Television Pipe Empire Pipe P.O. Box 8035 Inspection Cleaning & Equip. Anaheim, CA 92812 COMMISSION/BOARD REVIEW. RECOMMENDATION Not applicable. FINANCIAL CONSIDERATIONS The Engineer's estimate for the Hilltop Way sewer reconstruction project is $51,000. $80,000 has been budgeted in Account No. 17-63500-4717-716 this year and sufficient funds are available for the construction of the project at the bid price of$36,254. The Engineer's estimate for the Calle Arroyo Sewer rehabilitation project is $29,000. $72,000 has been budgeted in Account No. 17-63500-4717-722 this year and sufficient funds are available for the construction of the project at the bid price of$18,190. AGENDA ITEM April 5, 1994 Page 3 NOTIFICATION All bidders as follows: 1. Prkacin Company 2. Seven C's Construction 3. G. R. McKervey, Inc. 4. Clarke Contracting Corporation 5. Grbavac Construction, Inc. ALTERNATE ACTIONS 1. Award the contract for the Hilltop Way sewer reconstruction and Calle Arroyo Sewer rehabilitation to the low, responsible bidder, Prkacin Company. 2. Do not award the contract. 3. Refer to Staff for additional information. RECOMMENDATION Award the contract for the Hilltop Way sewer reconstruction and Calle Arroyo Sewer Rehabilitation to the low responsible bidder, Prkacin Company, in the amount of$54,444 and reject all other bids. Authorize the Mayor and City Clerk to execute the documents on behalf of the City. Respectfully submitted, Project ager William M. Huber, P.E. S Sh air, Senior Engineer 7!1 WMH/SS:ssg Attachments: Location Map Contract Ss �D Dm • �r 2 /AyA O pJ 2 C f rj O i m ff VY FIRMA �f J �fC CILLE DEL CAM,c Y r 1 I CLIRI j 111V� w p o = CNIJ[ VIIDRI � I Q KA cws < 4 a ICA, 14 w ; 1 p T \ 1 ys y> Hyl � Q Q C 111 d\n VII CORDOVA >i fin• r w(+ N VIA S n ANA > + r \ ��<F Viq � G sa • ,aR CRI TA f0 i+• ASEO i M tl VY EJT[INpI r0 1i °O• on.. AD LMH > h yD O. 41� VC Jor�1H OIJ�' 0001Y � O VY [RREtjRIE 9 S ANTDA AVE. SIED4 N ��, PASED DIANA C. 'fy SHADETREE r �S A4 V A , 9 v 9 r?• 0 d yya 17 9 HILLTOP WAY PROJECT LOCATION i4 FNq ��9Go�` © CALLE ARROYO PROJECT LOCATION ��'q q. ` PERFORMANCE BOND Bond No. CA 702665 EXECUTED IN TRIPLICATE KNOW ALL MEN BY THESE PRESENTS: That Prkacin company as Principal, hereinafter called CONTRACTOR, and merchants Bonding Company as Surety, hereinafter called SURETY, are held and firmly bound unto the City of San Tuan Capistrano, as Obligee, hereinafter called CITY, in the amount of FIFTY FOUR THOUSAND FOUR HUNDRED FORTY FOUR AND NO/100 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 April 5, 1994 , entered into a (describe agreement): Hilltop Tray Sewer Reconstruction and Calle Arroyo Sever 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. 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. Executed this 5th day of April Ig 94 at Fullerton, , California. PRINCIPAL Prkacin 2cany By: APPROVED AS TO FORM (NOTARIZATION AND SEAL) SHAW, CITY ATTORNEY SURETY Merchan,7ttsss) 1JB'o�nd\ing Company' BY- Les M. Mantle, Attorney in Fact (NOTARIZATION AND SEAL) 4 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT Ne 5193 State of CALIFORNIA asoossissii OPTIONAL SECTION Iiiiiiiiiiiiiiiiis CAPACITY CLAIMED BY SIGNER County of ORANGE Though stabne does not require tM Nmary 0 1111 in the data below, doing so may prove • invaluable to persons relying on the doc unerd. 4-5-94INDIVIDUAL On before me, P. Marti¢noni — Notary Public DATE NAME.TITLE OF OFFICER•E.G..'JANE DOE,NOTARY PUSUC' 6 ❑CORPORATE OFFICER(S) personally appeared Les M. Mantle. 1A J NAME(S)OFSIGNER(5) TITLE(S) J ER(S) LIMITED qA ®personally known to me-OR -❑ proved to me on the basis of satisfactory evidence ❑ PARTNER(S) ❑ ❑ GENERAL to be the persons whose name(q is/= 4 subscribed to the within instrument and ac- ®ATTORNEY-IN-FACT r: knowledged to me that hemi y executed ❑TRUSTEE(S) y� the same in his = authorized ❑GUARDIAN/CONSERVATOR Mary P. Martignoni3 capacity, and that by histE C]OTHER: G� y' Comm•aN34597 signaturelo on the instrument the persona to py1 CAUFORNI or the entity upon behalf of which the d 9ACmmt.Eapinatptp,1l,Tyy� person(tr,�acted, executed the instrument. { >~ SIGNER IS REPRESENTING: WITNESS my hand and official seal. NAME OF PERSON(S)OR ENTITY(MES) Merchants Bonding Company - UIGNATUPE OF NOTARY OPTIONAL SECTION <4 THIS CERTIFICATE MUST BE ATTACHED TO TITLE OR TYPE OF DOCUMENT THE DOCUMENT DESCRIBED AT RIGHT: NUMBER OF PAGES DATE OF DOCUMENT F Though the data requested here is not required by law, it could prevent traudulem reattachment of this form. SIGNER(S)OTHER THAN NAMED ABOVE S 01992 NATIONAL NOTARY ASSOCIATION-6236 Ramnet A",.P.O.Boa 7184•Canoga Park CA 91909.7164 ALL-PURPOSE ACKNOWLEDGMENT No.5179 State of 1( CAPACITY CLAIMED BY SIGNER County of ren J ❑ INDIVIDUAL �[,L CORPORATE Pie s,� On kr �' 'Y before me, l( G L' /'^'uGrL RIC- 01 DATE NAME,TITLE OF OFFICER-E.G.,-JANE DOE,NOTARY PUBLIC' TITLE(S) ❑ PARTNER(S) ❑ LIMITED personally appeared ` • "1' PAr^c.t,n ❑ GENERAL NAMES)OF SIONER(S) ❑ ATTORNEY-IN-FACT [droved to me on the basis of satisfactory evidence ❑ TRUSTEE(S) to be the personJ4 whose name(9Kis/a6 subscribed to the within instrument and ❑GUARDIAN/CONSERVATOR acknowledged to me that helgWIWy ❑ OTHER: executed the same in his&QjP%bir authorized capacity(6@ ), and that by MICHAEL L.HOFACRE hislyktlii4r signature(efon the instrument COMM.#951695 = the person(W,•or the entity upon behalf of SIGNER IS REPRESENTING: QPW Notary Public—Califomia which the efSO,,�E` acted, executed the NAME OF PERSON(S)ORENTITY(IES) ORANGE COUNTY P '"197 Q Comm.Expires JAN 05,1986 instrument. P. T �f�u C " n Witness my hand and official sani SIGNATURE OF NOTARY ATTENTION NOTARY:AldwuBh the information requested below is OPTIONAL,it could prevent h ulent a6achment of this cortin w unauthorized document. THIS CERTIFICATE Title or Type of Document PerF°n*A^ee d MUST BE ATTACHED Number of Pages Z Date of Document 3� TO THE DOCUMENT DESCRIBED AT RIGHT: Signer(s) Other than Named Above Toti^ K, Sha � Lt5 �• A"Itle- 01992 NATIONAL NOTARY ASSOCIATION•6236 Remmet Ave.,P.O.Box 7164•Cam9a Park,CA 91304-7184 Premium included Bond No. CA 702665 LABOR AND MATERIAL BOND EXECUTED IN TRIPLICATE KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the City of San Juan Capistrano, a municipal corporation of Orange County, Callfornia, has awarded to Prkacin Company . License No. hereinafter designated as "Principal", a contract for Hilltop Way Sever Reconstruction 6 Calle Arroyo 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 Prkacin Company Principal, and Nerchants Bondin c an as surety, are held firmly bound unto the City of Juan Capistrano, a municipal corporation, in the penal sum of FIFTY FOUR THOUSAND FOUR HUNDRED FORTY FOUR AND N01100*********DOLL ARS ($ 54,444.00). 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. 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 5th day of __ Aril 19 94 . The name and corporate seal of eacccorporate pary being hereto alfixed and these presents duly signed by its undersigned representatives pursuant to authority of Its governing body. Prkacin Company PRINCIPAL By Merchants Bonding Company SURETY By ��H t Les K. Mantle, Attorney in Fact —� APPROVED AS TO FORM l R. SHAW, CITY ATTORNEY CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT x>stw SSSSSSSSSSSSW State of CALIFORNIA OPTIONAL SECTION CAPACITY CLAIMED BY SIGNER County of ORANGE Though statute does not require the Notary to RII in the data below• doing so may Prove ' lim afuable to Persons M"on the do=me?. On 4-5-94 before me, ❑ INDIVIDUAL Mary P. Martienoni — Notary Public F DATE NAME.TITLE OF OFFICER.EG..'JANE DOE,NOTARY FU9t1C []CORPORATE OFFICER(S) personally appeared Les M. Mantle. ! NAME(5)Of SIGNER(9) TT1LE(S) � PARTNER(S) LIMITED ®personally known to me- OR -[I proved to me on the basis of satisfactory evidence ❑ ❑ 1, ] GENERAL to be the persong whose namepIs= RAL r. subscribed to the within instrument and ac. ®ATTORNEY•IN-FACT n knowledged to me that hem executed ❑TRUSTEE(S) y# the same in hislr9dlC&M authorized ❑ GUARDIAN/CONSERVATOR f Mary P. Martignoni; capacity, and that by hiss ❑OTHER: NOTACV mm..�9 59�7pN1AQ� signatureft on the instrument the personOM 4 PLOORANGE COUfM or the entity upon behalf of which the d ay ca«n.eweesAug.++•+ftea personO4acted, executed the instrument. %? SIGNER IS REPRESENTING: official seat. NAME OFFERsotgs>oRErTmypes> WITNESS my hand and o Merchants Bonding Company 5 NATURE OF NOTARY OPTIONAL SECTION THIS CERTIFICATE MUST BE ATTACHED TO TITLE OR TYPE OF DOCUMENT THE DOCUMENT DESCRIBED AT RIGHT: NUMBER OF PAGES DATE OF DOCUMENT x'11 Though the data requested here is not required by law, f r, it could Prevent fraudulent reattachment of this lone. SIGNER(S)OTHER THAN NAMED ABOVE 01992 NATIONAL NOTARY ASSOCIATION•8238 Remmet Awa.•P.O.Sox 7184•Canoga Peck,CA 9130&7164 • , 5230 11/22/91 ESRON INSURANCE AGY INC Merchants Bonding Company (Mutual) POWER OF ATTORNEY Know All Men By These Presents,that the MERCHANTS BONDING COMPANY(Mutual),a corporation duly organized under the laws of the State of Iowa,and having its principal office in the City of Des Moines,County of Polk,State of Iowa,hath made,constituted and appointed,and does by these presents make,constitute and appoint >>>LES M. MANTLE<<< I »>«< »>«< of FULLERTON .and State of CA its true and lawful Attorney-in-Fact,with full power and authority hereby conferred in its name,place and stead,to sign,execute,acknowledge and deliver in its behalf as surety: >>>ONE MILLION DOLLARS( $1 ,000 ,000 . 00 ) <<< I and to bind the MERCHANTS BONDING COMPANY(Mutual)thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY(Mutual),and all the acts of said Attorney,pursuant to the authority herein given,are hereby ratified and confirmed. This Power-of-Attorney is made and executed pursuant to and by authority of the following By-Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY(Mutual). ARTICLE 2,SECTION 8. —The Chairman of the Board or President or any Vice President or Secretary shall have power and authority to appoint Attorney-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto,bonds and undertakings,recognizances,contracts of indemnity and otherwritings obligatoryin the nature thereof. ARTICLE 2,SECTION 9.—The signature of any authorized officer and the Seal of the Company maybe affixed byfacsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond,undertaking,recognizance,or other suretyship obligations of the Company,and such signature and seal when so used shall have the same force and effect as though manually fixed. In Witness Whereof,MERCHANTS BONDING COMPANY(Mutual)has caused these presents to be signed by its Vice President and President,and its corporate seal to be hereto affixed,this 15th day of October A.D.,19 92 Attest: MERCHANTS BONDING COMPANY(Mutual) -0 i vm.Pr.are•nr ry/11/ y y. 19J3 :•p• ,, P eaident STATE OF IOWA '••63; . 'bC�� COUNTY OF POLK as. r �1,• On this 15th day of October ,19 92 ,before me appeared MJ.Long and Rodney Bliss 111,to me personally known,who being by me duly sworn did say that they are Vice President and President respectively of the MERCHANTS BONDING COMPANY(Mutual),the corporation described in the foregoing instrument, and that the Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors. In Testimony Whereof,I have hereunto set my hand and affixed my Official Seal,at the City of Des Moines,Iowa the day and year first above written. Q - n, • No"uy Public, Polk County, Iowa 3 : IOWA m My Commlaalon E+p/na • Z 11-4-95 •. 0T •"gEP •' STATE OF IOWA 4Af At' COUNTY OF POLK as. I,M.J.Long,Vice President of the MERCHANTS BONDING COMPANY(Mutual),do hereby certify that th0 above and foregoing is a true and correct copy of the POWER OF ATTORNEY, executed by said Ml F�kjANT LADING COMPANY(Mutual),which is still in force and effect. • O?•t�-..P.. .• �O•' In Witness Whereof,I have hereunto set my hand and affixed the seal of the Company, at Fuller 9q'.9Z•' this 5th day of April 1994 •• `�r This power of attorney expires Dec6mber 31, 1995. ''/f'•-' \1 896 10M B I D 0 P EO I N G R E P O R T Bids opened March 7, 1994 at 2:00 am/(pz� Hilltop Way Sewer Reconstruction and Project Title Calle Arroyo Sewer Rehabilitation Project Engineer Sam Shoucair Pre-Bid Estimate Bid Bid Bidder: Amount Bond/ 1 . Clarke Contracting Corp. /� r S� y 2 . Grbavac Construction Inc. 3 G. R. McKervey, Inc. 9g, 3 2_5 4 . Prkacin Company 6 . 7. 8 . 9 . 10 . cc: City Clerk ' s Staff (3) Signed �v ) 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. BID PROPOSAL • For the: HILLTOP WAY SEWER RECONSTRUCTION AND CALLE ARROYO SEWER REHABILITATION From: Contractor To the Honorable City Council City of San Juan Capistrano Gentlemen: The undersigned, as bidder, declares that he has carefully examined the location of the proposed work as described, examined the Plans, Specifications, Special Provisions, and the Standard Specifications for Public Works Construction, 1991 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: • %;Xy/AdrdsFigures 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 ail 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 (13) calendar days from the date of execution thereof, and to diligently prosecute the work to completion before the expiration of forty (40) calendar days. All bids are to be computed on the basis of the given Estimated Quantities of Work, as indicated in this proposal, times the unit prices as submitted by the bidders. In case of discrepancy between words and figures, the words shall prevail. In case of discrepancy between unit prices and the extension thereof, the unit price shall prevail and bids will be computed as indicated above and compared on the basis of corrected totals. The estimated quantities of work indicated in the proposal are approximate only being • --3- 0 • given solely as a basis for comparison of bids. It is understood that the City does not • expressly, nor bj 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 requed bonds as surety if the work is awarded to the undersigned: Li n cc c wt an act provt tng fort re d tra ono contractors License No. Signe of Bid • 0 (If an individual, so state. If a firm or co-partnership, state the firm name and give the • names of all individual co-partners composing the firm: President, Secretary, Treasurer, and Manager thereof.) Dated: 9/ SU�— /� 19 Dated: Telephone Number Further, the undersigned bidder certifies that he has thoroughly checked the figures set forth in this proposal, that they are correct to the best of his knowledge and that they constitute his proposal for the work called out herein. Dated: Signature of Bidder Oat d Telephone Number • • 0 SCHEDULE OF WORK ITEMS • HILLTOP WAY SEWER RECONSTRUCTION AND CALLE ARROYO SEWER REHABILITATION Approximate Work Items With Unit Price Unit Price Item Quantity (Written in Words) (In Figures) Total Amount HILLTOP WAY SEWER 1 LS Projectrvey for the lump sum /®sem price o , p dollars 2 511 LF Remove and reconstruct existing 8" dia. sewer for the unit price ofc/ 3 50 LF Remove and reconstruct existing 4" dia. sewer lateral for the unit Z�` — price otj&r /�/l�.l�Ll�9.P.� 4 2 EA Construct 48" dia. sewer manhole fpr the unit price o1dollars per each G 5 2 EA Remove existing 48" dia. sewer manhole for the unit price ot; �1'/ Iollars per each 1 6 LS Traffic con rol for the lump sum _ price ocr '/G( dollars J�L� 7 LS Recompact over existing drain for the lump sum price 04 ' i)�liars 8 LS Television inspection of reconstructed line for the lump 7� sum price of, r/ dollars !i•/-6P/1e�4 9 11,310 SF Slurry Seal T pe II for the unit price ofe�G per ✓�y' sq. ft. ��,7/ 10 LS Reestablish centerline ties for the lump_ sum price of !/�fiY�,tllj?�lJ dollars �L3� • -6- 0 0 CALLE ARROYO SEWER 11 LS Project s rvey for the lump sum / price o T/tOALOfia dollars 12 533 LF Relay existing 8" dia. sewer at same grade for the unit price o per lineal foot 13 LS Traffic control for the lump sum price 14 LS Television inspection of regrading line for the lump sum price U jjjrggKZ� 'j//Ilars Total Bid Price (Enter here and on Page 3) _ Words,�,T2 Figures • • 6a- M NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID • STATE OF CALIFORNIA ) ss. County of ) be' g first duty sviorn deposes and says that he :s of <fiG'!� L �is/1J the party making the foregoing bid; that such bid is not made in the int est 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: /7/g SIGNATURE On this the 1 day of ��2C"� l994 before me, the undersigned, a Notary Public in and for said State, personnally appeared / too 4 c%�/ It personally known to me/proved tome on the basis of satisfactory evidence, to be the person(s) whose name(s) / S subscribed to the within instrument, and acknowledged that AC executed it. a MATTHEW R.D08M ° i{ COMM. #882343 > PIGT.?"r9Y PII.:IC-CN,IFORNYI WITNESS my hand and official seal. ,".i/ a^rra�=rGunrtr Expires Jan.10,lop Notary Public inand for said Stake • 7- 0 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 Su-b-Contractor Address Phone No. I 2 . • 3 . 4 . S . 6 . 7 . 8 . 1M ASIGNATURE • ._`8- BID BOND Bond No. 0469 KNOW ALL MEN BY THESE PRESENTS, that we, Prkacin company , as PRINCIPAL, and Merchants Bonding Company , as SURETY, hereinafter called Surety, are held and firmly bound unto the CITY -OF SAN JUAN CAPISTRANO, Obtigee, hereinafter called City, in the sum of $ *SEB BELOW* 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 Match 7 , 19 94._, for the construction of Hilltop Way Sewer Reconstruction & Calle Arroyo Sever Rehabilitation for the City of-San Juan Capistrano, Orange County, California. NOW, THEREFORE, if the Principal shall not withdraw said bid within thirty (30) days after the opening of same, and shall, within fifteen (13) days after the agreement has been presented to him for execution, enter into a written contract with the City in accordanr•e 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 C:ty -nay 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 stall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, ail to be taxed as costs and included in any judgment rendered. *TEN PERCENT OF THE AMOUNT OF. THE BID (10%)* -14- 1 IN WITNESS WHEREOF, the above-bounden parties have executed this instrument under their several seals this 3rd day of Marc 1994 , 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) Prkacin Company PRINCIPAL BY: Title: ATTEST (If Corporation) Coroorate Seal Merchants Bonding Company SURETY ATTEST BY: Title: Les M. Mantle, Attorney in Fact Title APPROV AS TO FORM: John Shaw, City ttorney - i i -15- CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT ra sled State of CALIFORNIA wissinin OPTIONAL SECTION County ORANGE CAPACITY CLAIMED BY SIGNER of - Though statute does not require the Notes 0 F 911 in the data below, doing so may prove Invaluable to persons ralying on the doe rmlML 3-3-94 INDIVIDUAL On before me, Mary P. Martiltnoni - Notary Public GATE NAME.TITLE OF OFFICER-F G..'JANE GOE,NOTARY PUBLIC ❑CORPORATE OFFICER(S) personally appeared Les M. Mantle, J� NAME(S)OF SIGNER(5) TITLE(S) � PARTNER(S) LIMITED ®personally known to me-OR-[] proved to me on the basis of satisfactory evidence ❑ ❑ I to be the person* whose name( iS4" C] GENERAL r subscribed to the within instrument and ac- ®ATTORNEY-IN-FACT 1� knowledged to me that hely executed ❑TRUSTEE(S) yl the same in hisAZKM= authorized []GUARDIANICONSERVATOR U Mary P. 14a 'g capacity and that by hist ❑OTHER: v� r coZfn,i9345g7 signatureiN on the instrument the personOM �,`� NOTARVPDeUC cAU or the entity upon behalf of which the ORANGE CO{/NTy Aly COlrtm.espnse Aug.11,/9951 personoq acted, executed the instrument. SIGNER IS REPRESENTING: �} WITNESS my hand and official seal. NAME OFPERSOMS)09ENTITY(IES) Merchants Rondins Coinp r G TuRe OF NOTARY OPTIONAL SECTION -THIS CERTIFICATE MUST BE ATTACHED TO TITLE OR TYPE OF DOCUMENT J THE DOCUMENT DESCRIBED AT RIGHT: NUMBER OF PAGES DATE OF DOCUMENT h Though the data requested here is not required by law, Y q K could prevent Kaudutent reattachment oh this corm. SIGNER(S)OTHER THAN NAMED ABOVEr 01992 NATIONAL NOTARY ASSOCIATION-8238 Remmet Ave.,P.O.Sox 7184-Canoga ParK CA 91309.7184 4 0 5230 11/22/91 *RON INSURANCE AGY INC Merchants Bonding Company (Mutual) POWER OF ATTORNEY ' Know All Men By These Presents,that the MERCHANTS BONDING COMPANY(Mutual),a corporation duly organized under the laws of the State of Iowa,and having its principal office in the City of Des Moines,County of Polk,State of Iowa,hath made,constituted and appointed,and does by these presents make,constitute and appoint >>XES M. MANTLE<<< »>«< »>«< of FULLERTON and State of CA its true and lawful Attorney-in-Fact,with full power and authority hereby conferred in its name, place and stead,to sign,execute,acknowledge and deliver in Its behalf as surety: >>>ONE MILLION DOLLARS( $1, 000 , 000 . 00 ) <<< and to bind the MERCHANTS BONDING COMPANY(Mutual)thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY(Mutual),and all the acts of said Attorney,pursuant to the authority herein given,are hereby ratified and confirmed. This Powerof-Attomey is made and executed pursuant to and by authority of the following By-Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY(Mutual). ARTICLE 2,SECTION 8. —The Chairman of the Board or President or any Vice President or Secretary shall have power and authority to appoint Attorney-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto,bonds and undertakings,recognizances,contracts of indemnity and otherwritings obiigatoryin the nature thereof. ARTICLE 2,SECTION 9.—The signature of any authorized officer and the Seal of the Company maybe affixed by facsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond,undertaking,recognizance,or other suretyship obligations of the Company,and such signature and seal when so used shall have the same force and effect as though manually fixed. In Witness Whereat,MERCHANTS BONDING COMPANY(Mutual)has caused these presents to be signed by its Vice President and President,and its corporate seal to be hereto affixed,this 15th day of October A-D.,19 92 Attest: MERCHANTS BONDING COMPANY(Mutual) �'it1G Cp' 0:.......-lo OHPO.?' v'. By e 1933 9R,. wc.vnaros�f v �'w P1 STATE OF IOWA • y ., ,..ac: COUNTY OF POLK On this 15th day of October ,19 92 ,before me appeared M.J•Long and Rodney Bliss III,to me personally known,who being by me duly sworn did say that they are Vice President and President respectively of the MERCHANTS BONDING COMPANY(Mutual),the corporation described in the foregoing instrument, and that the Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors. - In Testimony Whereof,I have hereunto set my hand and affixed my Official Seal,at the City of Des Moines,Iowa the day and year first above written. _ G. BRu �•Q ••••••• N 7 •• !/Notary PvOYc. Palk Covnfy, IOwe 3 : IOWA m MYCPmmbalonE+Pu.' • t `� - 11-4-95 ....0 T••"•••"yk.P STATE OF IOWA 4RI At- .�• COUNTY OF POLK ss. 1,M.J.Long,Vice Presidentol the MERCHANTS BONDING COMPANY(Mutual),do hereby certify that th8 above and foregoing is a true and correct copy of the POWER OF ATTORNEY, executed by said M�F�kCWT ONDING COMPANY(Mutual),which is still in force and effect. �O?•' P0 9'. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Company, at Fullert4-; 94,;. this 3rd day of March 1994 o-� �t9 — • J This power of attorney expires December 31, 1995. M896 IM2 0 0 AFFIDAVIT OF PUBLICATION Space below for Filing Stamp Only. rn m STATE OF CALIFORNIA `= . t COUNTY OF ORANGE - i n-1 o I am a citizen of the United States and a resident of the County n sm N rn T b aforesaid. I am over the age of eighteen years,and not a parry to or ._:_ -p interested in the above entitled matter.I am the principal Clerk of the Proof of Publication of Capistrano Valley News, a newspaper that has been adjudged to ca be a newspaper of general Circulation by the Superior Court of the .� County of Orange. State of Califomia. on June 7, 1984, Case No. NOTICE INVITING BIDS A-122949 in and for the City of San Juan Capistrano, County of ............................................................................................•................ Orange,State of California;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 supplement thereof on the following dates, to wit: Jan. 27, Feb. 3, 1994 'PDp �'p e '1°R1JCT ` AND CALLS AItR61'0 SAY'-VE—R�^s^"'�'<. Ai' : I declare under penalty of perjury that the foregoing is true and aWaled Van rorwmrmtneway correct. the 7th� A oraarte,tonSe%er bid bid aaefereaea is tebednled m 1o.00 a.m.w t1 1094,at tee city 013M to W.t eootr _ ty,Dolan of San Jwemwe al ab in the CClerk Of eJUS capittrano.52100 Peeve Ade rnia,aed may be obtained at Executed at Mission Viejo, Orange County, California,onI Chatty,or020.00.01w a charge or00Ao Poe eeee' , pe d0aaaolu eutaed. m,tear "$ I - GOF SAN NAY cAPIST v.'r ........Feb.. 3.1. .1994 . .. . .. . OR..... ...... ..... ...... ... oaArtoEcouNrr oAt.go x ' (Signature) Capistrano Valley News (A Publication of South Orange County News) 23811 Via Fabricante P. O. Box 3629 Mission Viejo, California 92690 (714)768-3631 NOTICE OF TRANSMITTAL - LEGAL PUBLICATIONS TO: CAPISTRANO VALLEY NEWS Sea Gougeon, Legal FOR PUBLICATION ON: THURSDAY, JANUARY 27, 1994 THURSDAY, FEBRUARY 3, 1994 DOCUMENT TO BE PUBLISHED NOTICE INVITING BIDS - HILLTOP WAY SEWER RECONSTRUCTION AND CALLE ARROYO SEWER REHABILITATION PROOF OF PUBLICATION: Please send to: City Clerk's Department City Hall 32400 Paseo Adelanto San Juan Capistrano, CA 92675 (714) 493-1171 AUTHORIZED BY: DATE: January 20, 1994 Date of Bid Opening - 03/07/94 Date(s) notice published - 01/27/94 - 02/03//94 Date affidavit received - 2171g4i Qdl )zz Date notice posted in - 01/28/94 designated posting places NOTICE INVITING BIDS HILLTOP WAY SEWER RECONSTRUCTION AND CALLE ARROYO SEWER REHABILITATION Notice is hereby given that the City of San Juan Capistrano will receive sealed proposals or bids for the Hilltop Way Sewer Reconstruction and Calle Arroyo Sewer Rehabilitation until 2 : 00 p.m. on the 7th day of March, 1994. A pre-bid conference is scheduled at 10: 00 a.m. on the 23rd day of February, 1994 , at the City offices to assist contracts. Copies of the 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 $20.00, plus a charge of $8 . 00 for each set of Plans and Specifications mailed. Dated: January 20, 1994 Al4x m.0./.✓.tn�il� CHERYL JOliNSbN, CITY CLERK CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA "PRESS RELEASE" HILLTOP WAY SEWER RECONSTRUCTION AND CALLE ARROYO SEWER 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 7th day of March 1994, receive sealed proposals or bids for the Hilltop Way Sewer Reconstruction and Calle Arroyo Sewer Rehabilitation in accordance with the approved Plans, Specifications, Special Provisions, and the Standard Specification for Public Works Construction, 1991 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 23rd day of February 1994, 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, orinter- 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 Standard Specifications. -1- 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 (40) 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 $20, nonrefundable, is required for obtaining each set of plans and specifications. There will be a $8 charge for postage and handling on all plans and specifications mailed. Each bidder shall state the California Contractor's License number of such bidder so bidding, as no bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the laws of the State of California relating to the licensing of Contractors. This Notice is hereby given and published by order of the City Council of the City of San Juan Capistrano, and is dated: _\T&I nz-,�a-g-4 /9, 199 CITY CLBRK CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA -2- AYES: Council Members Campbell, Hausdorfer, Nash, Vasquez, and Mayor Jones NOES: None ABSENT: None 1. APPROVAL OF CITY COUNCIL MINUTF_4 - REGULAR MEETING OF OCTOBER 19. 1993 The Minutes of the Regular Meeting of October 19, 1993, were approved as submitted. 2. APPROVAL OF COMMUNITY REDEVELOPMENT AGENCY MI rI c REGULAR MEETING OF OCTOBER 19, 1993 The Minutes of the Regular Meeting of October 19, 1993, were approved as submitted. 3. RECEIVE AND FILE CASH BALANCES BY FUND FOR AUGUST 1993 (330 501 The City Treasurer's Report of Cash Fund Balances for the month of August 1993 in the total amount of$-377,866.89 was received and filed. 4. RECEIVE AND FILE CASH BALANCES BY FUND FOR SEPTEMBER 1993 (330.50) The City Treasurer's Report of Cash Fund Balances for the month of September 1993 in the total amount of S-123,534.43 was received and filed. 5. RECEIVE AND FILE CITY TREASURER'S REPORT OF INVESTMENTS AS OF OCTOBER 31. 1993 (3,50,30) The City Treasurer's Report of Investments as of October 31, 1993, in the total amount of $16,442,136.63 was received and filed. 6. STATUS REPORT ON NEW DEVELOPMENT APPLICATIONS (44010) The Report dated November 16, 1993,from the Planning Director,advising that five new development applications were received by the City since the last report of October 19, 1993,was received and filed. 7. APPROVAL OF PLANS AND SPECIEICATIONc AND AUTHORIZATION To CALL FOR BIDS -HILLTOP WAY SEWER RECONSTRUCTION AND CA" ARROYO SEWER RE_HAIILfTATION (60030) As set forth in the Report dated November 16, 1993, from the Director of Engineering and Building, the plans and specifications were approved for the Hilltop Way Sewer Reconstruction and Calle Arroyo Sewer Rehabilitation. Staff was authorized to call for bids to be received in spring 1994. Council Member Hausdorfer abstained due to the proximity of his residence to this project. 8. APPROVAL OF SPECIFICATIONS AND AUTHORIZATION TO CALL FOR BIDS - 1094 WEED AND RUBBISH ABATEMENT PROGRAM (6QQ3(11 As set forth in the Report dated November 16, 1993,from the Director of Public Lands and Facilities, the specifications were approved for the 1994 Weed and Rubbish Abatement Program. Staff was authorized to call for bids. City Council Minutes -2- 11/16/93 0 AGENDA ITEM November 16, 1993 TO: George Scarborough, City Manager FROM: William M. Huber, Director of Engineering do Building SUBJECT: Plans and Specifications and Authorization to Receive Bids - Hilltop Way Sewer Reconstruction and Calle Arroyo Sewer Rehabilitation RECOMMENDATION By motion, approve the plans and specifications for Hilltop Way Sewer Reconstruction and Calle Arroyo Sewer Rehabilitation and authorize staff to receive bids. SITUATION A. Summary and Recommendation Plans and specifications for Hilltop Way Sewer Reconstruction and Calle Arroyo Sewer Rehabilitation are available for City Council approval and authorization to receive bids. A copy of the plans and specifications is available for review in the City Clerk's Office. B. Background City staff has taken the opportunity to combine two separate capital improvements projects into one construction package for economy of both construction and City administration costs. Hilltop Way is a private street with a City sewer easement extending over it. The sewer was constructed as part of Tract 9030 in the late 1970's. In recent years, part of the sewer near the north end of the tract, constructed on an area of fill, has settled causing retention of solids in the sewer line and a resultant odor problem for area residents. The City project will reconstruct approximately 511 feet of eight-inch-diameter sewer and two associated manholes, along with three residential sewer laterals to Lots 3, 4 and 5. On completion of the reconstruction, the street will be slurried over the extent of reconstruction. Calle Arroyo sewer, west of Via Estenaga, was constructed as part of Tracts 5126 and 8485, again in the late 1970's. Television inspection has shown that the sewer, as it exists, is not true to the design grade and that sags exist in the line causing settling out of solids and some odor problem. The City project will adjust the existing sewer back to the design grade to accomplish a smooth flow line. Both projects will be television inspected on completion to insure quality construction. FOR CITY COUNCIL AGER. AGENDAITEM • November 16, 1993 Page 2 Staff is requesting approval of plans and specifications and authorization to receive bids as plans are ready at this time. Staff recommends that bids not be requested until spring, 1994, for two reasons. Firstly, the City's bid process, requiring City Council award of contract, will mean that, if bid now, construction would be in the winter rainy season. This could cause project delays and potential extended inconvenience for property owners. Secondly, the slurry seal treatment proposed for Hilltop Way requires warm weather to dry the slurry seal for traffic use. The project should, therefore, be scheduled for spring or summer completion rather than winter. FINANCIAL CONSIDERATIONS The engineer's estimate for the Hilltop Way Sewer Reconstruction project is $51,000. $80,000 has been budgeted in Account No. 17-63500-4717-716 this year and sufficient funds are available for the construction of the project. The engineer's estimate for the Calle Arroyo Sewer Rehabilitation project is $29,000. $72,000 has been budgeted in Account No. 17-63500-4717-722 this year and sufficient funds are available for the construction of the project. NOTIFICATION Dr. Roy Byrnes Mr. Robert Sontag Mr. Ronald Conrad Mid Pacific Shore Verde San Juan Estates Mr. & Mrs. Roberts Mr. Andrew Senyei ALTERNATE ACTIONS 1. Approve the plans and specifications for Hilltop Way Sewer Reconstruction and Calle Arroyo Sewer Rehabilitation and authorize staff to receive bids. 2. Do not approve the plans and specifications. 3. Refer to staff for additional information. RECOMMENDATION By motion, approve the plans and specifications for Hilltop Way Sewer Reconstruction and Calle Arroyo Sewer Rehabilitation and authorize staff to receive bids. Respectfully submitted, Pre ared by, William M. Huber, P.E. Brian Perry, P.E., Project Manager WMH/BP:cl J%J ................ ------- .......... ISSUE DATE(M M/DD/YY) T R .... ....... -0 4. ARIM IcA ...... P041594 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND Allen Lawrence & Assoc . , Inc . CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,FXrENO OR ALTER THE COVERAGE AFFORDED BY THE 7033 Owensmouth Avenue POLICIES BELOW. P. 0. Box 7948 Canoga Park, CA 91309 COMPANIES AFFORDING COVERAGE COTTEMPANY A Valley Forge Insurance Company LER COMPANY BTransportation Insurance Company INSURED LETTER Prkacin Company COMPANY C 28691 Placida Avenue LETTER Laguna Niguel, CA 92677 COMPANY D LETTER COMPANY E LETTER may. .............."I THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY RECOIREMENT. 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 CONDITIONS OF SUCH POLICIES. UNITS SHOWN MAY HAVE BEEN REDUCEDBYPAD CLAIMS. DOPOLICY EFFECTIVE POLICY EXPIRATION LIMBSLTR TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/M DATE(MM/DD/M * .GENERAL LIABILITY A122141519 04 17 _94— 04 17 95 GENERALAGGREGATE s2 , 000 ,000 X COMMERCIAL GENERAL LIASILIT) PRODUCTS-COMP/OPAGG. $1,0001000 MlLAIMS MADEEK OCCUR. PERSONAL&ADV.INJURY 61,000,000 X OWN ER'S&CONTRACTOR'S PROT. EACH OCCURRENCE $110001000 FIRE DAMAGE(Any one fire) $ 50,000 MED.EXPENSE(Anyme peraon) IS 5 000 * AUTOMOBILE LIABILITY BUA122141536 04/17/94 _04T1_779 TCOMBINED SINGLE $1, 000, 000 X ANYAUTO LIMIT ALL OWNED AUTOS BODILYINJURY $ SCHEDULED AUTOS (Per Peraw) HIR ED AUTOS BODILYINJURY $ NON-OWN ED AUTOS (Per accident) I GARAGE LIABILITY PROPERTY DAMAGE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE OTHER THAN UMBRELLA FORM 131 WORKER'S COMPENSATION WC122141553 04/!T/794 04/17/95 STATUTORY LIMITS AND EACH ACCIDENT _ $1_, 000,_000 EMPLOYERS'LIABILITY DISEASE-POLICY LIM IT $1, 000,0,00 I I DISEASE-EACH EMPLOYEE jr,000,000 OTHER Lao 7 rn 0. rn DESCRIPTION OF OPERA-nONS/LOCA'nONS/VEKICLES/SPECIAL ITEMS Z m " Q Certificate Holder is an additional insured per City of San Ju ?z Capistrano Endorsement attached. "P ......... SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL I r;NDEAVOR TO City of San Juan CapistranoMAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE Community Redevelopment Agency LEFT, 32400 Paseo Adelanto N LLA21UTY OF ANY KIND UPON THE COMPANY M San Juan Capistrano, CA. 92675LIT 0 A H RjfEUHkrRESENTATyt 1 •� • LIABILITY ENDORSEMER CITY OF SAN JUAN CAPISTRANO COMMUNITY REDEVELOPMENT AGENCY 32400 Paseo Adelanto San Juan Capistrano, California 92675 ATTN: A. POLICY INFORMATION Endorsement # VALLEY FORGE A122141519 1. insurance Company ,i Policy Number 2. Policy Term (From) 4-17-94 To 17-95 ;Endorsement Effective Data 4-17-94 3. Named Insured �+��ANx -- 4. Address of Named Insured 28691 PLACIDA AVE. , LAGUNA NIGUEL, CA. 92677 3. Limit of Liability Any One Occurrence Aggregate 1,000,000 1,000,000 General LIability Aggregate (check one:) Applies "per location/project" x Is twice the occurrence limit 6. Deductible or Self-Insured Retention (Nil unless otherwise specifiedk $ 7. Coverage is equivalent to: COMMERCIAL GENERAL -OCCURRENCE 000001 (11-85) X Comprehensive General Liability form GL0002 (Ed 1/73) Commercial General Liability "claims-made' form CGO002 S. Bodily Injury and Property Damage Coverage is: "claims-made" des "occurrence" If claims-made, the retroactive date is B. POLICY AMENDMENTS This endorsement is issued in consideration of the policy premium. Notwithstanding any inconsiste! statement in the policy to which this endorsement is attached or any other endorsement attache thereto, it is agreed as follows: 1. INSURED. The City and the Community Redevelopment Agency, its elected or appointe officers, officials, employees and volunteers are Included as insureds with regard to damagt and defense of claims arising from: (a) activitles performed by or on behalf of the Name Insured, (b) products and completed operations of the Named Insured, or (c) premises owne leased or used by the Named Insured 2. CONTRIBUTION NOT REQUIRED. As respect= (a) work performed by the Named Insure for or on behalf of the CIty; or (b) products sold by the Named Insured to the City; or ( premises leased by the Named Insured from the City, the insurance afforded by this poli( shall be primary insurance as respects the City, its elected or appointed officers, official employees or volunteers, or stand in an unbroken chain of coverage excess of the Name Insured's scheduled underlying primary coverage. In either event, any other insuranc maintained by the City, its elected or appointed officers, officials, employees or voluntee shall be in excess of this insurance and shall not contribute with it. 1 1 3. SCOPE OF COVERAGE. This policy, if pr4ary, affords coverage at least as broad as: (1) Insurance Services Office form number GL 0002(Ed. 1/73), Comprehensive General Liability Insurance and Insurance Services Of fire form number GL 0404 Broad Forr, comprehensive General Liability endorsement; or (2) Insurance Services Office Commercial General Liability Coverage, "occurrence' form CG 0001 or "claims-made" form CG 0002; or (3) If excess, affords coverage which is at least as broad as the primary insurance forms referenced in the preceding sections (1) and (2). 4. SEVERABILITY OF INTEREST. The insurance afforded by this policy applies separately tc each insured who is seeking coverage or against whom a claim is made or a suit is brought except with respect --3 the Company's limit of liability. 3. PROVLSIONS REGA'DQJG THE INSURER'S DUTIES AFTER ACCIDENT OR LOSS An failure to comply w::h reporting provisions of the policy shall not affect coverage provide, to the City and the Community Redevelopment Agency, its elected or appointed officers officials, employees or volunteers. 6. CANCELLATION NOTICE. The insurance afforded by this policy shall not be suspended voided, cancelled, reduced in coverage or in limits except after thirty (30) days' prior writter notice by certified mail return receipt requested has been given to the City. Such notice shall be addressed as shown in the heading of this endorsement. C. INCIDENT AND CLAIM REPORTING PROCEDURE Incidents and claims are to be reported to the insurer at: ATTN: CLAIMS DEPARTMENT Title Department ALLEN LAWRENCE & ASSOC.,INC. Company P.O. BOX 7948 Street Address CANOGA PARK, CA. 91309-7948 City State Zip Code 800) 995-9170 (Telephone D. SIGNATURE OF INSURER OR AUTHORIZED REPRESENTATIVE OF THE INSURER 1, GAIL A. ROMERO (print/type name), warrant that I have authority to bind the below listed insurance company and by my sig ntat �he�reon�do so b' this c pa�ny. SIGNATURE OF AUTHORIZED REPRESENTATIVE (original signature required on endorsement furnished to the City) rar-aNt�aTtCN, TTTT F e MEMORANDUM TO: Sam Shoucair, Senior Civil Engineer FROM: Dawn M. Schanderl, Deputy City Clerk 62 -. DATE: April 15, 1994 SUBJECT: Insurance - Prkacin Company As per our last conversation, regarding insurance for Prkacin Company (Hilltop Way Sewer Reconstruction and Calle Arroyo Sewer Rehabilitation), all insurance will expire on April 17, 1994. In order to keep the contractor off of the nonpay list please forward the updated general liability, automobile liability,workers' compensation and additional insured endorsement to me by Monday, April 25, 1994. Thank you for your assistance. i ' r .`✓ cc: Cheryl Johnson, City Clerk Theodore Simon, City Engineer TI ' .......... SUEDATE(kM/D'D/M F103/22/94 PRODUCER THIS C.017 IFH:;ATE:is ISSUED AS A MATTER OF INFORMATION ONLY AND Allen Lawrence & Assoc. , Inc. CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICkTE -DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE 7033 Owensmouth Avenue POLICIES BELOW. P. O. Box 7948 Canoga Park, CA 91309 COMPANIES AFFORDING COVERAGE cL E1T1rER11 A Valley Forge Insurance Company INSURED LETTERCOMPANY ElTransportation Insurance Company Prkacin Company COMPANY C 28691 Placida Avenue LETTER Laguna Niguel, CA 92677 COMPANYD LETTER COMPANY E LETTER 7�. THIS IS TO CERTIFY THAT THE POU;IES OF INSURANCE USTEZ. BELOW HAVE BEEN ISSUED T') THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OF] CONDITION OF ANY coNIRAcr OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICYNUMBER POLICY EFFECTIVE POLICY EXPIRATION LTRDATE(MM/DDIYY) DATE(MM/DDrM LIMITS * GENERAL LIABILITY A122141519 04/17/93 04/17 94 GENERALAGGREGATE $2 000 000 _X COMMERCIAL GENERAL LIABILIT) PRODUCTS-COMP/OP AGO. $1,000,000 OCCUR. PERSONAL&ADV. $1 INJURY 000 000 ..... LAIMSMADE X 0 —-–------ X..._OWNERS&CONTRACTOWS PROT. EACH OCCURRENCE $1 OOO'00() FIRE DAMAGE(Anyone fire) $5O 000 MED.E)(PENSE(Anyon.person) $5,000 * AUTOMOBILE LIABILITY BUA122141536 04/17/93 04/17/94 C11 1114ED SINS LE $1, 000,000 ANYAUTO LIMIT ALL OWNED AUTOS BODILYINJURY $ SC H EDULED AUTOS (Per person) HIR ED AUTOS BODILYtNJURY IF X NON-OWN ED AUTOS (Peraccident) GARAGE LIABILITY PROPERTY DAMAGE $ EXCESSLIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE OTHER THAN UMBRELLA FORM ........ * WORKER'S COMPENSATION WC122141553 04T1_7_f9_3 04T1-7—/-94- STATUTORY LIMITS AND EACH ACCIDENT $1 000 000 EMPLOYERS'LIABILITY DISEASE-POLICY LIMIT $1 000 000 I DISEASE-EACH EMPLOYEE $1.1000,000 OTHER DESCRIPTION OFOPERATIONS/LOCATIONS/VEHICLES/SPFCAL ITEMS Certificate Holder is an additional insured per City of San Juan Capistrano Endorsement attached. 77 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL SUB&NOR–TO City of San Juan Capistrano MAJL30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE Community Redevelopment Agency LEFT.,&a_E&LUjjE 32400 Paseo Adelanto San Juan Capistrano, CA. 92675 AUTHOFiQED PRESEpTATVE ................ _. ............... .147L5' ........ • • 3. SCOPE OF COVERAGE. This' policy, if primary, affords coverage at least as broad as: (1) Insurance Services Office form number GL 0002 (Ed. 1/73), Comprehensive General Liability Insurance and Insurance Services Office form number GL 0404 Broad Form comprehensive General Liability endorsement; or (2) Insurance Services Office Commercial General Liability Coverage, "occurrence" form CG 0001 or claims-made) form CG 0002; or (3) If excess, affords coverage which is at least as broad as the primary insurance. forms referenced in the preceding sections (1) and (2). 4. SEVERABILITY OF INTEREST. The insurance afforded by this policy applies separately to each insured who is seeking coverage or against whom a claim is made or a suit is brought, except with respect :3 the Company's limit of Ilzbillty. 1. PROVISIONS REGA=DING THE INSURER'S DUTIES AFTER ACCIDENT OR LOSS. Any failure to comply w,;h reporting provisions of the policy shall not affect coverage provided to the City and the Community Redevelopment Agency, its elected or appointed officers, officials, employees or volunteers. 6. CANCELLATION NOTICE. The insurance afforded by this policy shall not be suspended, voided, cancelled, reduced in coverage or in limits except after thirty (30) days' prior written notice by certified mail return receipt requested has been given to the City. Such notice shall be addressed as shown In the heading of this endorsement. C. INCIDENT AND CLAIM REPORTING PROCEDURE incidents and claims are to be reported to the insurer at: ATCN: CLAIMS DEPARTMENT (Title) Department ALLEN LAWRENCE & ASSOC. ,INC. (Company) P.O. Box 7948 trees Address) CANOGA PARK, CA. 91309-7948 (City) tate ZIp Code 00) 995-9170 (Telephone) D. SIGNATURE OF INSURER OR AUTHORIZED REPRESENTATIVE OF THE INSURER it GAIL A. ROMERO (print/type name), warrant that I have authority to bind the below listed insurance company and by my signat e hereon do, bind this company. NATURE • 3� A E OF AUTHORIZED REPRESENTATIVE (original signature required on endorsement furnished to the City) /Or•1lNi'/6T T('IU• TT TT F! LIABILITY ENDORSEMENT CITY OF SAN JUAN CAPISTRANO COMMUNITY REDEVELOPMENT AGENCY 32400 Paseo Adelanto San Stan Capistrano, California 92673 ATTN: A. POLICY INFORMATION Endorsement n 1. Insurance Company VALLEY FORGE Policy Number A122141519 2. Policy Term (From) 14-.L/-J.1 (To - - ffec Endorsement Etive Dats 3-22-94 3. Named Insured �At44—'"—J 4. Address of Named insured 28691 PLACIDA AVE., LAGUNA NIGUEL, CA. 92677 S. Limit of Liability Any One Occurrence Aggregate 1,000,000 1,000,000 General LIability Aggregate (check one;) Applies "per location/project" x Is twice the occurrence limit 6. Deductible or Self-Insured Retention (Nil unless otherwise specifiedk $ 7. Coverage is equivalent to: COF MCIAL GENERAL -OCCURRENCE CG0001 (11-85) g Comprehensive General Liability form GL0002 (Ed 1/73) Commercial General Liability "claims-made" form CG0002 8. Bodily Injury and Property Damage Coverage is: "claims-made" AN "occurrence" If claims-made, the retroactive date is B. POLICY AMENDMENTS This endorsement is issued in consideration of the policy premium. Notwithstanding any inconsistent statement in the policy to which this endorsement Is attached or any otter endorsement attached thereto, it is agreed as followst 1. INSURED. The CIty and the Community Redevelopment Agency, Its elected or appointed officers, officials, employees and volunteers are Included as insureds with regard to damages and defense of claims arising from: (a) activities performed by or on behalf of the Named Insured, (b) products and completed operations of the Named Insured, or(c) premises owned, leased or used by the Named Insured 2. CONTRIBUTION NOT REQUIRED. As respects: (a) work performed by the Named Insured for or on behalf of the Clty; or (b) products sold by the Named Insured to the City; or (c) premises leased by the Named Insured from the City, the insurance afforded by this policy shall be primary insurance as respects the Clty, its elected or appointed officers, officials, employees or volunteers; or stand in an unbroken chain of coverage excess of the Named Insureds scheduled underlying primary coverage. In either event, any other insurance maintained by the City, Its elected or appointed offIcers, officials, employees or volunteers shall be in excess of this insurance and shall not contribute with it. I ' l� tf MEMBERS OF THE CITY COUNCIL COLL CAMPBELL m[pn+onE GARY L.HA USDORF ER IL JONES ue CAROLYN NASH 1f tsnunnm IgG1 JEFF VASOUEZ 1776 • • CITY MANAGER GEORGE SCARBOROUGH August 11, 1994 Mr. Peter Prkacin Prkacin Company 28691 Placida Avenue Laguna Niguel, California 92677 Re: Completion of Sewer Reconstruction and Rehabilitation Dear Mr. Prkacin: At their meeting of July 19, 1994, the City Council of the City of San Juan Capistrano adopted Resolution No. 94-7-19-1, accepting the work completed for the Hilltop Way sewer reconstruction and Calle Arroyo sewer rehabilitation projects in the amount of$60,312.92. A copy of Resolution No. 94-7-19-1 is enclosed for your information. The retention will be payable upon 35 days from recording the Notice of Completion. The Notice was recorded on July 29, 1994; therefore, the final payment, in the amount of$6,031.92, may be released on September 2, 1994. If you have any questions, please do not hesitate to call. Very truly yours, Cheryl Johnson City Clerk Enclosure cc: Director of Engineering and Building Sam Shoucair Accounts Payable 32400 PASEO ADELANTO, SAN JUAN CAPISTRANO, CALIFORNIA 92675 • (714) 493-1171 • 0 AYES: Council Members Hausdorfer,Jones,Nash, and Mayor Campbell NOES: None ABSENT: Council Member Vasquez 1. APPROVAL OF CITY COUNCIL MINUTE'S -RECH n AR MEETING OF JUNE 21 1994 The Minutes of the Regular Meeting of June 21, 1994, were approved as submitted. 2. APPROVAL OF COMMUNITY REDEVELOPMENT AGENCY TFS REGULAR MEETING OF JUNE 21. 1994 The Minutes of the Regular Meeting of June 21, 1994,were approved as submitted. 3. RECEIVE AND FILE WARRANTS OF JULY 6. 1994(300 301 The List of Demands dated July 6, 1994,in the total amount of 52,520,659.61 was received and filed. 4. STATUS REPORT ON NEW DEVELOPMENT APPLICATIONS (440 10) The Report dated July 19, 1994, from the Planning Director, advising that no new development applications were received by the City since the last report of June 21, 1994,was received and filed. --� 5. RESOLUTION. N0710EOF COWLET10N AND FINAL REPORT- HILLTOPWAY SEWER RECONSTRUCTION AND C LLE A RROYO SEWER REHABILITATION(PRKACIN COMPANY)(fir As set forth in the Report dated July 19, 1994, from the Director of Engineering and Building, the following Resolution was adopted declaring the Hilltop Way Sewer Reconstruction and the Calle Arroyo Sewer Rehabilitation projects to be complete: RESOLUTION NO 94-7-19-1 COMPLETION OF HU I TOP WAY SEWER RECONSTRUCTION ANn CALLF ARROYO SEWER REHABILITATION (PRKACIN COMPANY) -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 HILLTOP WAY SEWER RECONSTRUCTION AND CALLS ARROYO SEWER REHABILITATION (PRKACIN COMPANY) The Resolution accepted the work as complete in the amount of$60,312.92 and directed the City Cleric to farwwd a Notice of Completion to the County Recorder. Staff was authorized to release the 10% retention in the amount of $6,031.92 thirty-five (35) days after recording the Notice of Completion. City Council Minutes -3- V19!94 A ) MEMBERS OF THE CITY COUNCIL 9 A p COLLENE CAMPBELL LL�� Ql fAJ COLLEN HAUSOOFE NVQ V J GIL JONES L// dnunoMlR CAROLYN NASH t'l1mlrn 1961 JEFF VASOUEZ 1776 • • CITY MANAGER April 6, 1994 GEORGE SCARBOROUGH Prkacin Company 28691 Placida Avenue Laguna Niguel, CA 92677 Re: Notice To Proceed - Hilltop Way Sewer Reconstruction and Calle Arroyo Sewer Rehabilitation. Dear Mr. Prkacin: Congratulations l At their meeting of April 5, 1994, the City Council of the City of San Juan Capistrano awarded the subject project to your company at the submitted amount of$54,444 . This is your official "Notice To Proceed ". The City's Senior Public Works Inspector assigned to this project is Fico Aguilera; he could be reached at 443-6349. Prior to the commencement of work, and in accordance with section 9 of the contract, arrangements for a pre-construction meeting must be made. The first day of work will be established at this meeting. The time limit to complete the construction work is 40 calendar days, and the liquidated damages are $250 per calendar day. Please find enclosed, a schedule of payment and other associated dates. It should be noted that all bonds and insurance were received by the City Clerk and are in order. ne ESho air enior ine P SS:ss enclosure cc: Ted Simon Dawn Schanderl 32400 PASEO ADELANTO, SAN JUAN CAPISTRANO, CALIFORNIA 92675 0 (714) 493-1171 11 P*Aae& IGeneral Engineering Contractor Niguel, 26691 Avenue 444 . Laguna Niguell,CA 92677 TT CITY OF SAN JUAN CAPISTRANO • COUNTY OF ORANGE STATE OF CALIFORNIA SPECIFICATIONS AND CONTRACT DOCUMENTS HILLTOP WAY SEWER RECONSTRUCTION AND CALLE ARROYO SEWER REHABILITATION • CITY COUNCIL GIL JONES, MAYOR COLLENE CAMPBELL GARY L. HAUSDORFER CAROLYN NASH JEFF VASQUEZ CITY MANAGER GEORGESCARBOROUGH DIRECTOR OF ENGINEERING & BUILDING WILLIAM M. HUBER SEPTEMBER 1993 • TABLE OF CONTENTS HILLTOP WAY SEWER RECONSTRUCTION AND CALLE ARROYO SEWER REHABILITATION TITLE PAGE CONTRACT DOCUMENTS Notice Inviting Bids . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . 1 BidProposal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Schedule of Work Items . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6 Non-Collusion Affidavit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7 Designation of Sub-Contractors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8 Instructions to Bidders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9 BidBond . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 Performance Bond. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 Labor do Material Bond . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 CONTRACT Contract . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-4 SPECIAL PROVISIONS • Work tDone.. . . . . . . .SP-1 Section 1 Standard Specifications Specifications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SP-1 Section 2 Terms Defined .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SP-2 Section 3 Flow and Acceptance of Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SP-2 Section 4 Water . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SP-2 Section 5 Insurance and Overhead Costs. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .SP-3 Section 6 Protection of Existing Utilities. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SP-3 Section 7 Protection of Private Property . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SP-3 Section 8 Construction Zone.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SP-3 Section 9 Pre-Construction Coordination Meeting .. . . . . . . . . . . . . . . . . . . . . . . .SP-4 Section 10 Order of work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SP-4 . . . . . . . . . . . . . .. Section 11 Special Provisions for Tile Construction of Sanitary Sewers .. . . . . . .SP-4 Section 12 Alternate Pipe Material. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SP-4 Section 13 Trench Shoring.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .SP-4 Section 14 Street Sections .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SP-4 • TABLE OF CONTENTS • HILLTOP WAY SEWER RECONSTRUCTION AND CALLE ARROYO SEWER REHABILITATION TITLE PAGE DETAIL SPECIFICATIONS AND METHOD OF PAYMENT Bid Item I&11 Project Survey . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . DS-1 Bid Item 2 Reconstruct Existing 8" Dia Sewer. . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-1 Bid Item 3 Reconstruct Existing 4" Dia Sewer Lateral. . . . . . . . . . . . . . . . . . . . . . DS-1 Bid Item 4 Construct 48" Dia Sewer Manhole ... . . . . . . . . . . . . . . . . . . . . . . . . . . DS-2 Bid Item 5 Remove Existing 48" Dia Sewer Manhole . . . . . . . . . . . . . . . . . . . . . . . DS-2 Bid Item 6&13 Traffic Control . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D5-2 Bid Item 7 Recompaction Over Existing Storm Drain. . . . . . . . . . . . . . . . . . . . . . . D5-3 Bid Item 8&14 Television Inspection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D5-3 Bid Item 9 Slurry Seal, Type ll . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-3 Bid Item 10 Reestablish Centerline Ties. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-4 Bid Item 12 Relay Existing 8" Dia Sewer at Same Grade . . . . . . . . . . . . . . . . . . . . . DS-4 APPENDICES 1. Special Provisions for the Construction of Sanitary Sewers 2. Geotechnical Investigation for Hilltop Way Sewer Reconstruction W.O 2564-Al.-OC • 3. Geotechnical Investigation for Calle Arroyo Sewer Rehabilitation W.O. 2567-Al-OC 4. Existing Street Trench Detail 5. Street Center Control Monuments and Ties, Tract No. 9030 • HILLTOP WAY SEWER RECONSTRUCTION • AND CALLE ARROYO SEWER 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 7th day of-March 1994, receive sealed proposals or bids for the Hilltop Way Sewer Reconstruction and Calle Arroyo Sewer Rehabilitation in accordance with the approved Plans, Specifications, Special Provisions, and the Standard Specification for Public Works Construction, 1991 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 23rd day of February 1994, 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, orinter- 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 Standard Specifications. • -1- 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 (40) 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 $20, nonrefundable, is required for obtaining each set of plans and specifications. There will be a $8 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: /`), /99� CITY CLERK CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA • -2- BID PROPOSAL For the: HILLTOP WAY SEWER RECONSTRUCTION AND • CALLE ARROYO SEWER REHABILITATION From: Contractor To the Honorable City Council_ City of San Juan Capistrano Gentlemen: The undersigned, as bidder, declares that he has carefully examined the location of the proposed work as described, examined the Plans, Specifications, Special Provisions, and the Standard Specifications for Public Works Construction, 1991 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: Words Figures • Said amount to include and cover all taxes, the furnishing of all materials, the performing of all the labor requisite or proper and the providing of all necessary machinery, tools, apparatus, and other means of construction; also, the performance and completion of all the work in the manner set forth, described and shown in the 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 forty (40) calendar days. All bids are to be computed on the basis of the given Estimated Quantities of Work, as indicated in this proposal, times the unit prices as submitted by the bidders. In case of discrepancy between words and figures, the words shall prevail. In case of discrepancy between unit prices and the extension thereof, the unit price shall prevail and bids will be computed as indicated above and compared on the basis of corrected totals. 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 5an 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. 'f 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. Signature of Bidder: • (If an individual, so state. H a firm or co-partnership, state the firm name and give the names of all individual co-partners composing the firm: President, Secretary, Treasurer, • and Manager thereof.) Dated: Business Address Dated: Teiephone 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 mat they constitute his proposal for the work called out herein. Dated: Signature of Bidder Dated: elephone Number • • SCHEDULE OF WORK ITEMS • HILLTOP WAY SEWER RECONSTRUCTION AND CALLE ARROYO SEWER REHABILITATION Approximate Work Items With Unit Price Unit Price Item Quantity (Written in Words) (In Figures) Total Amount HILLTOP WAY SEWER 1 LS Project survey for the lump sum price of dollars 2 511 LF Remove and reconstruct existing 8" dia. sewer for the unit price of 3 50 LF Remove and reconstruct existing 4" dia. sewer lateral for the unit price of 4 2 EA Construct 48" dia. sewer manhole for the unit price of dollars per each • 5 2 EA Remove existing 48" dia. sewer manhole for the unit price of dollars per each 6 LS Traffic control for the lump sum price of dollars 7 LS Recompact over existing drain for the lump sum price of dollars 8 LS Television 'inspection of reconstructed line for the lump sum price of dollars 9 11,310 SF Slurry Seal Type II for the unit price of dollars per sq. ft. 10 LS Reestablish centerline ties for the lump sum price of dollars • -6- CALLE ARROYO SEWER 1 L LS Project survey for the lump sum price of dollars 12 533 LF Relay existing 8" dia, sewer at same grade for the unit price of per lineal foot 13 LS Traffic control for the lump sum price of dollars 14 LS Television inspection of regrading line for the lump sum price of dollars Total Bid Price (Enter here and on Page 3) Words Figures • • ba- NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID • STATE OF CALIFORNIA ) ss. County of ) being first duly sworn deposes and says that he is of the party making the foregoing bid; that such bid is not made in the interest of or on behalf of any undisclosed person, partnersnip, 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 14_ 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- 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. I . 2 . • 3 . 4 . S . 6 . 7 . 8 . BIDDER'S NAME AUTHORIZED SIGNATURE • .—"g_ 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, 1991 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 officers or agents be liable for any loss sustained by the Contractor as a result of any variance. between conditions shown on the plans and actual conditions revealed during examination or progress of the work. The submission of a proposal shall be prima facie evidence that the bidder has made such an examination. • Interpretation of Drawings and Documents if any bidder should find discrepancies in, or omissions from the drawings, specifications or other proposed contract documents, or if he should be in doubt as to the true meaning of any part thereof, he shall at once make a written request to the Engineer for correction, clarification or interpretation of the point or points in question. The person submitting such a request shall be responsible for its prompt delivery. In the event that the Engineer receives such a request and it should be found that certain essential information is not clearly and fully set forth, or if the Engineer discovers errors, omissions, or points requiring clarification in the drawings or documents, a written addendum will be mailed to each person to whom a set of contract documents has been delivered. The City will not be responsible for any instructions, explanations or interpretations-of the documents presented to bidders in any manner other than written addendum. • Addenda or Bulletins The effect of all addenda to the contract documents shall be considered in the bid and said addenda shall be made a part of the contract documents and shall be returned with them. Before submitting his bid, each bidder shall inform himself as to whether or not any such addenda have been issued, and failure to cover in his bid any such addenda issued may render his bid invalid and result in its rejection. 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. Pr000sals Bids to receive consideration shall be in accordance with the following instructions: A. Bids shall be made only upon the forms provided within these specifications; all bid items shall be properly filled out; bid prices shall be stated both in words and in figures; and the signatures of all persons signing shall be in longhand. Where there is a conflict in the words and the figures, the words shall govern. • B. All prices and notations must be in ink or typewritten. No erasures will be permitted. Mistakes may be crossed out and corrections typed or written in ink adjacent thereto and must be initialed in ink by the person or persons signing the bid. C. Bids shall not contain any recapitulation of the work to be done. Alternate proposals will not be considered except as required hereinabove. No oral, telegraphic or telephonic proposals or modifications will be considered. D. The City may require any bidder to furnish a statement of his experience, financial responsibility, technical ability, equipment and references properly and fully filled out. E. Each bidder shall list his proposed sub-contractors on the form accompanying the proposal in accordance with the provisions of the specifications. F. Each bidder must accompany his bid with either a cashier's check upon some responsible bank, or a properly certified check upon such bank, or an approved corporate surety bond payable to the City 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 hold 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- 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 (LO) 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. Withdraw) 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 for the opening of bids. The contract for the work will either be awarded or the bids rejected within the forty-five (45) days from the date set for the opening of bids. The contract for the work will be awarded to the lowest responsible bidder complying with these instructions and with the "Notice Inviting Bids". The City, however, reserves the right to reject any or all bids and to waive mere informalities, minor technical errors or irregularities, obvious clerical errors or erasures. • �-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 4), 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 selected from the surety companies set forth in the Standard Specifications. Bonds must be submitted on the forms contained in these specifications. Time of Performance The work shall be commenced within fifteen (13) calendar days from the date of issuance of the Notice to Proceed and shall be diligently prosecuted until completion. A time limit of forty (40) 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. is -12- 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 prevaiiing wage rates determined by the City pursuant Inviting Bids". "Notice to said Code and as listed in the Building 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- 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 flF SAN JUAN CAPISTRANO, Obligee, hereinafter called City, in the sum of $_ for payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, fairly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas the Principal has submitted the accompanying bid dated 19_, for the construction of for the City of-San Juan Capistrano, Orange County, California. NOW, THEREFORE, if the Principal shall not withdraw said bid within thirty (30) days after the opening of same, and shall, within fifteen (13) days after the agreement • has been presented to him for execution, enter into a written contract with the City in accordance with the bid as accepted, and if the Principal shall give the required bond with good and sufficient sureties, or sureties for the faithful performance and proper fulfillment of such contract and for the protection of Laborers and materialmen, or in the event of the withdrawal of said bid within the periods specified, or the failure to enter into said contract and give said bond within the time specified, if the Principal shall within sixty (60) days after request by the City, pay the City the difference between the amount specified in said bid and the amount for which the City -nay prxare the required work and/or supplies if the latter amount be in excess of the fornr, 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. -14- IN WITNESS WHEREOF, the above-bounden parties have executed this instrument under their several seals this day of __, 19_, the name and corporate seal- of each corporate party being affixed hereto and these presents duly signed by its undersigned representative pursuant to authority of its governing body. Two Witnesses (If Individual) PRINCIPAL BY: Title: ATTEST (If Corporation) Corporate Seal _ SURETY ATTEST BY: title: Titie APPROV AS TO FORM: John Sltaw, City ttorney • -15- 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 entemd 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 1T 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. -16- 2. Said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or modification of the contract documents or of the worK to be performed thereunder, shall in any way affect its obligations or this bond, and it • does hereby waive notice of any such change, extension of time, alterations, or modifications of the contract documents or of work to be performed thereunder. Executed this day of 19 at California. PRINCIPAL APPROVED AS TO FORM (NOTARIZATION AND SEAL) .Q14,4*� J `-R. SHAW", CITY ATTORNEf SURETY (NOTARIZATION AND SEAL) -17- Premium inciuded LABOR AND !MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the City of San Juan Capistrano, a municipal corporation of Orange County, California, has awarded to License No. , hereinafter designated as "Principal", a contract for and WHEREAS, said Principal is required to furnish a bond in connection with the said contract providing that if said Principal, or any of his or its subcontractors, 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, fIrmiy 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 `ail 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, ettension 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. -18- IN WITNESS WHEREOF three (3) iden;icai counterparts of this instrument, eacn of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and surety herein named on the day of 19 . The name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representatives pursuant to authority of its governing body. PRINCIPAL By SU R ETY By APPROVED AS TO FORM SHAW,nj - P d 7* ATTORNEY • • -19- CONTRACT • This contract is made and entered :nto by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as City and hereinafter referred to as CONTRACTOR. 17 IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: FIRST. CONTRACT DOCLMENTS. The contract documents shall be consideree :o include the Notice Inviting Bids, the Instructions to Bidders, the Proposal, the Bid Bona, the Non-Collusion Affidavit, the Designation of Sub-Contractors, the Contract which is prepared for execution by the City and the Contractor, Plans, Specifications and Special Provisions, the Standard Specifications for Public Works Construction, 1991 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 WORK. CONTRACTOR agrees to furnish all tools, labor, material, equipment, transportation, and supplies necessary to perform and complete in good and workmanlike manner the construction of Hilltop Way Sewer Reconstruction and Calle Arroyo 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 WORK. CONTRACTOR agrees to begin and complete the work within the time specified in the Notice Inviting Bids. It is agreed that it would be impracticable and extremely difficult to fix the actual s 1 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, two hundred and fifty dollars ($250) per calendar day for each day delayed; provided that extensions of time with waiver of liquidateo 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 Spec if ications. • 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 an 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 • '-2 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. CONTRACTOR shall maintain in full force and effect comprehensive automobile liability coverage, including owned, hired, and non-owned vehicles in the following minimum amounts: $500,000 property damage; $500,000 injury to one person/any one occurrence/ not limited to contractual period; . $1,000,000 injury to more than one person/any one occurrence/not limited to contractual period. The insurance policies shall bear an endorsement or shall have an attached rider providing that in the event of expiration 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 leu 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. • --- 3 EIGHTH. COMPLIANCE WITH OTHER PROVISIONS OF LAW RELATIVE TO PUBLIC • CONTRACTS. City is subject to the provisions of the Government Code and the Labor Code of the State of California. It is stipulated and agreed that all provisions of law applicable to public contracts are a part of this contract to the same extent as though set forth herein and shall be complied with by CONTRACTOR. These include, but are not limited to, the stipulation that eight (8) hours labor constitute a legal day's work and CONTRACTOR shall, as a penalty to City, forfeit twenty-five 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 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 BY: CONTRACTOR ATTEST: Cheryl Johnsons City Clerk APPROVED AS TO FORM: Richard K. Einhalter, City Attorney �4 CITY OF SAN JUAN CAPISTRANO HILLTOP WAY SEWER RECONSTRUCTION AND • CALLE ARROYO SEWER REHABILITATION SPECIAL PROVISIONS WORK TO BE DONE The work to be done under this contract in general consists of the removing of approximately 511 lineal feet of 8" dia. sewer on Hilltop Way, associated manhole, laterals, and reconstructing with new 8" diameter VCP sewer, street reconstruction, traffic control and slurry seal. The-work also includes the relaying of approximately 533 lineal feet of 8" dia. sewer on Calle Arroyo street reconstruction and traffic control. SECTION 1 - STANDARD SPECIFICATIONS The contractor shall perform his work in accordance with the Standard Specifications for Public Works Construction 1991 Edition, hereinafter referred to as the Standard Specifications. he Contractor shall maintain a copy of this book on the job-site at all times. Unless otherwise specified, errata and supplements to the Standard Specifications shall be part of these specifications. The provisions of the Standard Specifications shall be modified as indicated below: Change 1: Contract Termination "If at any time, in the opinion of the Director of Engineering & Building, Contractor fails to supply suitable equipment, an adequate working force, or material of proper quality, or shalt fail in any respect to prosecute any work with the diligence and force specified and intended in and by the terms of the Contract, notice thereof in • writing shall be served upon him, and should he neglect or refuse to provide means for satisfactory compliance with the contract, as directed by the Director of Engineering & Building, within the time specified in such notice, the City in any such case shall have the power to terminate ail 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 may annul and cancel the contract and re-let the work or any part thereof. Any excess of cost arising therefrom over and above the contract price will be charged against the Contractor and his sureties, who will be liable 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 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." Sf>=1 Change 2: Section 7-13 - Laws to be Observed Add: "All- contractors and subcontractors shall comply with all sections of the Municipal Code of the City of San Juan Capistrano, especially Section: 6- 3.06(b),(c), (d) and (e) and shall secure the services of the City's exclusive solid waste hauler for their solid waste handling needs." Change 3: Section 8 - Facilities for Agency Personnel Delete this Section. Change 4: Section 2-9.3---Survey Services The Contractor will perform and be responsible for the accuracy of surveying adequate for construction. The Contractor shall preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement shall be by the Contractor at his expense. The Contractor shall dig all holes necessary for line and grade stakes. Unless otherwise specified, stakes will be set and stationed by the Contractor for curbs, headers, sewers, storm drains, structures and rough grade and a corresponding cut-or fill to finished grade(or fiowline) indicated on a grade sheet. SECTION 2 - TERMS DEFINED Whenever in the said Standard Specifications the following terms are used, it is hereby provided that the following City departments or 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 WATER Surface or other waters may be encountered at various times during construction. The Contractor, by submitting a bid, acknowledges that he has investigated the risks arising from surface or other waters and has prepared his bid accordingly. It shall be the sole responsibility of the Contractor to protect his work from danger due to any waters encountered. Should any damage to the work due to surface or other water occur prior to acceptance of the work by the City, the Contractor shall repair such damage at his expense. SECTION 4 - WATER Water will be available from the Capistrano Valley Water District. Arrangements for temporary construction water services permit and water service may be made by contacting the Capistrano Valley Water District at 714/493-1313 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. • —SP-2 SECTION 5 - INSURANCE AND OVERHEAD COSTS The Contractor shall receive no direct compensation for insurance and overhead (move-in • costs, for example) costs. Accordingly, these costs should be prorated to the appropriate bid items. SECTION 6 - PROTECTION OF EXISTING UTILITIES (UNDERGROUND SERVICE AL R 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 Contractor gives at least 48 hours notice to the USA by calling 1-800-422-4133. Other utility phone numbers are noted on Sheet t 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. • --SP-3 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 - ORDER OF WORK -- The The Contractor will complete the Hilltop Way Sewer Reconstruction in its entirety before commencing the Calle Arroyo Sewer Rehabilitation. SECTION 11 - SPECIAL PROVISIONS FOR THE CONSTRUCTION OF SANITARY SEWERS All work shall conform to the Special Provisions for the Construction of Sanitary Sewers, City of San Juan Capistrano , hereinafter referred to as "City Sewer Special Provisions". A copy of this document is made a part hereof. SECTION 12 - ALTERNATE PIPE MATERIAL 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. The minimum requirements • for PVC pipes shall be SDR 35 conforming with ASTM D-3034. All pipe shall conform to the requirements set forth in the standard specification for the use intended. SECTION 13 - TRENCH SHORING The Contractor shall have trench shoring plans prepared by a Registered Civil Engineer for approval by the City Engineer. No work shall begin until these plans have been approved. The Contractor shall receive no direct compensation for the plans or shoring itself. Costs for this work should therefore be pro-rated to the appropriate bid items. SECTION 14 - STREET SECTIONS For reconstruction purposes, the following street sections shall be used: Hilltop Way 4" AC/9" AB Caile Arroyo 4.5" AC/8" AB Aggregate base shall conform to the Orange County Environmental Management Agency Special Provisions for untreated base materials, Standard Plan No. 1804 and Sections 400-2 and 200-2-of the Standard Specifications. Asphalt concrete shall conform to Section 302-5 of the Standard Specifications and Orange County Standard Plan 1805. Costs for this work should be allocated to the appropriate bid items. • 1P=4 CITY OF SAN JUAN CAPISTRANO HILLTOP WAY SEWER RECONSTRUCTION AND • CALLE ARROYO SEWER REHABILITATION DETAIL SPECIFICATIONS AND METHOD OF PAYMENT BID ITEM 1 & 11 - PROJECT SURVEY The work for this item shall consist of project survey by a licensed engineer or surveyor and certification of construction to the required line and grade PAYMENT The lump sum price for this item shall include all labor, materials, tools and equipment necessary to carry out the work as specified and no additional compensation shall be made therefor. BID ITEM 2 - REMOVE AND RECONSTRUCT EXISTING 8" DIA SEWER The workmanship and materials prescribed for the work in this item shall be in conformance with the provisions of the Standard Specifications and Sewer Special Provisions. The work shall consist of the removal and disposal of the existing 8" dia Armco Truss pipe and constructing a new 8" dia. V.C.P. or approved equal sewer pipe to the line and grade shown on the plans or staked in the field with Type I bedding per City Standard Plan 5-4. • Excavation, dewatering, bedding, temporary by-passes, trench shoring, compacted backfill, street reconstruction, plating and all other related items of work as prescribed in the Special Provisions shall also be included. PAYMENT The unit price per lineal foot to reconstruct the existing 8" dia. sewer shall include all labor, materials, tools and equipment to complete the work as specified and no additional compensation shall be made therefor. BID ITEM 3 - REMOVE AND RECONSTRUCT EXISTING 4" DIA. SEWER LATERAL The workmanship and materials prescribed for the work in this item shall be in conformance with the provisions of the Standard Specifications and Sewer Special Provisions. The work shall consist of the removal and disposal of the existing 4"dia sewer lateral and constructing a new 4" dia. V.C.P. or approved equal sewer lateral pipe to the line and grade necessary to connect to the new 8" dia. sewer in accordance with the City's standard plan S-3. The work shall include the construction of a clean out per City Standard Plan 5-8 at the property line. • DS=1 Excavation, dewatering, bedding, temporary by-passes, trench shoring, compacted backfill, street reconstruction, rolled curb reconstruction, plating and all other related • items of work as prescribed in the Special Provisions shall also be included. PAYMENT The unit price per lineal foot to reconstruct the existing 4" dia. sewer laterals shall include all labor, materials, tools and equipment to complete the work as specified and no additional compensation shall be made therefor. BID ITEM 4 - CONSTRUCT 48" DIA. SEWER MANHOLE The workmanship and materials prescribed for the work in this item shall be in conformance with the provisions of the Standard Specifications and Sewer Special Provisions. The work shall consist of providing and constructing 48" dia sewer manhole in accordance with the City's standard plan 5-1 as shown on the plans or staked in the field. Excavation, dewatering, bedding, temporary by-passes, trench shoring, compacted backfill, street reconstruction, plating and all other related items of work as prescribed in the Special Provisions shall also be included. PAYMENT The unit price per each to construct the 48" dia. sewer manhole shall include all labor, materials, tools and equipment to complete the work as specified and no additional compensation shall be made therefor. • BID ITEM 5 - REMOVE EXISTING 48" DIA. SEWER MANHOLE The workmanship and materials prescribed for the work in this item shall be in conformance with the provisions of the Standard Specifications and Sewer Special Provisions. The work shall consist of removing completely, the existing 48" dia sewer manhole and backfilling. Excavation, dewatering, bedding, temporary by-passes, trench shoring, compacted backfill, street reconstruction, plating and all other related items of work as prescribed in the Special Provisions shall also be included. PAYMENT The unit price per each to remove the 48" dia sewer manhole shall include all labor, materials, tools and equipment to complete the work as specified and no additional compensation shall be made therefor. BID ITEM b & 13 - TRAFFIC CONTROL The work for this item shall consist of providing traffic control plans prepared by a Registered Traffic Engineer for the approval of the City Engineer and implementation of the plan to the requirements of the plans, specifications and WATCH Manual.. • 155-2 For Hilltop Way street closures may be necessary and shall conform to the following: • 1. Street closure may not exceed 30 minutes. 2. One morning closure and one afternoon closure on any one day will be permitted. 3. The contractor shall provide written notification to impacted residents 48 hours in advance of any closure. 4. The contractor shall provide signs 4' x 4' at approximately Sta 20 + 00 and at the intersection of Hilltop Way and Toyon Drive also 48 hours in advance of any closure. The signs shall indicate the date and time of the closure. 5. The contractor shall conduct his work in such a manner that the closed road can readily be opened for emergency vehicles if necessary. 6. Street closures of less than 5 minutes need not be notified, but shall not be more frequent than one per morning and one per afternoon on any one day. PAYMENT The lump sum price bid for traffic control shall include all labor, materials, tools and equipment, necessary to complete the work as specified and no additional compensation shall be made therefor. BID ITEM 7 - RECOMPACTION OVER EXISTING STORM DRAIN The work for this item shall consist of excavating to the top of the 18" dia. storm drain • crossing below the sewer at Sta. 19 + 50 t and recompacting to 90%. Trench width shall be 30" minimum and shall extend curb-to-curb. Trench shoring, compacted backfill, street reconstruction, plating and all other related items of work as prescribed in the Special Provisions shall also be included. PAYMENT The lump sum price bid for this item shall include all labor, materials, tools and equipment necessary to complete the work as specified and no additional compensation shall be made therefor. BID ITEM 8 & 14 - TELEVISION INSPECTION On completion of the sewer reconstruction or rehabilitation, the contractor shall perform a television inspection of the affected sewer facilities. The contractor shall provide a VHS tape and inspection log to the City. PAYMENT _ The lump sum price bid for this items hall include all labor, materials, tools and equipment necessary to complete the work as specified and no additional compensation shall be made therefor. • D5-3 BID ITEM 9 - SLURRY SEAL, TYPE II • The emulsion-aggregate slurry seal Type 11 shall comply with Sections 302-4, 203-5 of the Standard Specifications. Hours of work shall be 8:30 a.m. to 4:00 p.m. with no slurry to be applied after 1:30 p.m. One lane minimum shall be open to traffic at all times subject to the requirements of the traffic control bid item. PAYMENT The unit price per square foot for slurry seal Type II shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in the furnishing and placing the slurry seal complete in place, including cleaning the surface and protecting the slurry seal until it has set, and cleaning the surface after curing, all as shown on the plans, as specified in these specifications and as directed by the Engineer, and no additional compensation shall be made therefor. BID ITEM 10 - REESTABLISH CENTERLINE TIES The work for this item shall consist of the reestablishing of center control ties and monuments by a licensed engineer or surveyor removed, disturbed or covered during the course of construction. PAYMENT The lump sum price for this item shall include all labor, materials, tools and equipment . necessary to carry out the work as specified and no additional compensation shall be made therefor. BID ITEM 12 - RELAY EXISTING 8" DIA. SEWER AT SAME GRADE A video inspection of this line has revealed minor (6"t) deviations from true grade. It is the intent of this bid item to relay the existing sewer using existing pipe materials and providing some new bedding to the design grade between manholes. The workmanship and materials prescribed for the work in this item shall be in conformance with the provisions of the Standard Specifications and Sewer Special Provisions. The work shall consist of excavating down to the existing 8" dia sewer providing new bedding as necessary and relaying the same pipe at the same grade as shown on the plans. Excavation, dewatering, bedding, temporary by-passes, trench shoring, compacted backfill, street reconstruction, plating and all other related items of work as prescribed in the Special Provisions shall also be included. PAYMENT The unit price per lineal foot to regrade the existing 8" dia sewer shall include all labor, materials, tools and equipment to complete the work as specified and no additional compensation shall be made therefor. • DS-4 SPECIAL PROVISIONS FOR THE CONSTRUCTION OF SANITARY SEWERS CITY OF SAN JUAN CAPISTRANO SAN JUAN CAPISTRANO, CALIFORNIA • ADOPTED BY RESOLUTION NO. 78-2-15-3 ON FEBRUARY 15, 1978, BY THE CITY COUNCIL OF 7S8 CITY OF SAN JUAN CAPISTRANO, CALIFORNIA. • RESOLUTION NO. 78-2-15-3 PUBLIC WORKS CONSTRUCTION STANDARDS MODIFICATION A RESOLUTION OF THE CITY COUNCIL OF THE CITY O! SAN JUAN CAPISTRANO, CALIFORNIA, MODIFYING • TRE PUBLIC WORDS CONSTRUCTION STANDARDS BY ESTABLISHING SPECIAL PROVISIONS FOR SANITARY SENER CONSTRUCTION IN ACCORDANCE WITH THE PROVISIONS OF ORDINANCE NO. 349; STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WHEREAS, the City Council has adopted Ordinance No. 3.19, Standard Specifications for Public Works Construction: Section 2 of said Ordinance permitting the modification or amendment to the approved Public Works Construction Standards: and, . WHEREAS, the City Engineer has established that the Special Provisions for the Construction of Sanitary Sewers are comparable to existing construction methods throughout the County of Orange. Three (31 copies have been and now are filed LA the office of the City Clerk for examination. NOW, THEREFORE, BE IT RESOLVED that the effective date of this Resolution shall be March 2, 1978. PASSED APPROVED AND ADOPTED this 13th day of February 1978 by the following vote_ to wit: AYES: Councilmen McDowell, Frless, `lash and Mayor Hecksaher NOES: None ASSENT:. Councilman Sweeney YVON O. HECXSCHER, MAYOR ATTEST: CITY CLFfRK STATE OF CALIFORNIA ) COUNTY OF ORANGE ) as. CITY OF SAN JUAN CAPISTRANO ) I, MARY ANN HANOVER, City Clark of the City of San Juan Capistrano, California, DO HEREBY CERTIFY that the foregoing is a true and comet copy of Resolution No. 78-2-15-3 , adopted by the City Council of the City of San Juan Capistrano, California, at a raqular meeting thereof held on the 15th day of February - 1978 . f i (SEAL) 4-` .e.-rt• C _ MANY AN KINOVER, CITY CLERK • j� I TABLE OF CONTENTS SECTION I : EXECUTION Of WORK PAGE I-01 TRENCH EXCAVATION AND BACKFILLING . . . . . . . . . 1 I-02 PROTECTION OF EXISTING UTILITIES . . . . . . . . . 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 THE CONSTRUCTION OF SANITARY SEWERS SHALL BE DONE IN ACCORDANCE WITH THE PROVISIONS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 19 DI I ND THESE SPECIAL PROVISIONS. A COPY OF EACH SHALL BE MAINTAINED AT THE PROJECT SITE AT ALL TIMES. • SECTION I EXECUTION OF WORK • I-01 TRENCH EXCAVATION AND BACKFILLING: A. Excavation: Excavation for trenches shall include the re- moval of 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. Whenever the trench excavation is made in undisturbed ground and, the earth is of a stable, well-consolidated material, tunnels connecting open trenches may be con- structed provided -the roof of the tunnel slopes at a mini- mum of one (1) foot vertical to three (3) feet horizontal and a minimum clear space of two (2) feet is allowed above the top of the pipe. Bell holes shall be excavated in the bottom of the trench, • when required, of sufficient size and depth to permit con- structing the joints. Between bell holes, the entire length of the pipe shall have a uniform bearing upon undis- turbed soil. Excavations for manholes shall be of sufficient width to leave at least six (6) inches in the clear between their outer surface and the embankment or timbering which may be used. B. Minimum width of Trench: The minimum width of pipe trenches , measured at the crown of the pipe, shall not be less than twelve (12) inches greater than the exterior diameter of the pipe, exclusive of bells, and the minimum base width of such trench shall not be less than twelve (12) inches greater than the exterior diameter of the pipe exclusive of special structures or connections, and such minimum width shall be exclusive of all trench timbers. C. Maximum Le th of O en Trench: Except by special permission y t e Engineer, the trench shall not be open for a total of more than 500 feet at any given time for the total project . • D. Maximum width of Trench: The maximum allowable width of trench for all pipelines measured at the top of the pipe shall be the outside diameter of the pipe (exclusive of bells or collars) plus sixteen (16) inches , and such maxi- mum shall be inclusive of all timbers. A trench wider than the outside diameter plus sixteen (16) inches may be used without special bedding if the Contractor, at his expense, will furnish pipe of the required strength to carry the additional trench load. Such modifications shall be submitted to the Engineer and approved in writing. Whenever such maximum allowable width of trench is exceeded for any reason except as provided for in the plans or specifications , or by the written direction of the Engineer, the Engineer may require , at his discretion, that the Con- tractor, at his expense for all labor and materials, cradle the pipe in Class 420-C-2000 concrete. E. 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. Bracing Trenches : The sides of the trenches shall be sup- ported withp anis 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 tie 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. R!%Lone Backfilling: The pipe zone shall be considered to extend Prom 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 . Pi a Zone to To of Trench Hackfillin : From the top of t e selected backfill to the top of the trench, the material for backfill shall be free from stones or lumps of material exceeding three (3) inches in greatest dimension. This • backfill material shall be compacted to a minimum relative density of ninety (90) percent of maximum. This compaction shall be obtained by means of water settlement or tamping, depending on the nature of the material. Sandy, granular soils may be compacted by means of water settlement. The area to be backfilled by water settlement shall be diked at suitable intervals so that water will be impounded to sufficient depth so that earth pushed or shoveled into the area will be falling into water at all times and will be completely saturated. Soils not having a sand or granu- lar nature shall be backfilled and compacted by either of the following methods : 1. The material shall be placed in layers not exceeding eight (8) inches in thickness, loose measurement, and each layer compacted to a relative density of ninety (90) percent or more, of maximum by means of hand or pneumatic tampers. 2. The material shall be placed in layers measuring at least four (4) feet in thickness; loose measurement, and each layer compacted to a relative density of ninety (90) percent or more. On steep slopes and other locations where compaction • by flooding is not practicable, the backfill shall be compacted by means of either of the above tamping methods. Backfill material placed within twelve (12) inches or less of base of pavement, sidewalk, curb, or concrete structure, shall have an expansion, when saturated with water, of less than one and one-half (1-1/2) percent, and a minimum compacted density of ninety (90) percent of maximum. Any excavated material which does not con- form to these specifications shall not be used for this portion of the backfill and new material conforming to these requirements shall be obtained and placed at the Contractor's expense. I-02 PROTECTION OF EXISTING UTILITIES: A. General: Utilities for the purposes of these specifica- Mna shall be considered as including but not limited to: Pipelines, conduits, transmission lines, and appurtenances of "Public Utilities" (as defined in the Public Utilities Act of the State of California) and those of private indus- try, businesses, or individuals solely for their own use or for use of their tenants; and storm drainage, sanitary sewers, street lighting, and traffic signal systems. The • --3- accuracy or completeness of the utilities indicated on the drawings is not guaranteed . Service connections to ad- jacent property may or may not be shown on the drawings . • It shall be the responsibility of the Contractor to deter- mine the exact location of all utilities and their service connections . The Contractor shall make his own investi- gations as to the location and type of existing utilities and their appurtenances and service connections which may be affected by the contract work and shall notify the Engineer as to any utility located by him which has been incorrectly shown or omitted from the drawings. B. Responsibility of 'the Contractor: The Contractor shall be held responsible for all costs, for the repair- of any and all damage to the contract work or to any utility (whether previously known or disclosed during the work) , as 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. 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 barred . All adjustments in line and grade shall be made by scraping away or filling and tamping in under the barrel of the pipe and not wedging or blocking. The faces of all spigot ends and all shoulders In the hubs or sockets must be true and brought into firm contact, and any lumps and excrescences on said faces shall be cut away before the pipe is lowered into the trench. The pipe shall be laid, without break, upgrade from structure to structure and with the socket upgrade . Whenever the work ceases for any reason, the unfinished end of the pipeline shall be securely closed with tight fitting plug or cover. The interior of each pipe, after being laid, shall be thoroughly cleaned. A. Jointing Vitrified Clay Pipe: Mechanical compression joints for vitrified clay pipelines shall be assembled in accordance with the manufacturer's recommendation. Care shall be taken to insure that a tight compression ,point is effected upon assembly. • -4- 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, andeven. For leaded joints a gasket of oakum shill 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-11 -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. Hortzontal Separation: See Standard Drawing S-5. D. Verteical Se ration: whenev6r a sanitary sewer, including ouscetea ra s , must cross a pressure water main, the sewer shall be of one of the following types of construction: -5- • Class 150 or heavier cast-iron pipe with hot-dip bituminous coating and with lead or mechanical ,joints. • Vitrified clay pipe with reinforced concrete encasement, which encasement shall have a minimum thickness of 6 inches. Vitrified clay pipe within a continuous steel casing, which casing shall have a thickness of not less than 1/4 inch and with all voids between sewer pipe and casing pressure grouted with sand-cement grout. If -the sewer is above the water main, the special construc- tion shall extend a sufficient distance on both sides of the crossing to provide 10 feet of horizontal clearance with the water main. If the sewer is located below the water main and within a vertical distance of 3 feet clear- ance distance, the special construction shall extend a suf- ficient distance on both sides of the crossing to provide 4 feet of horizontal clearance with the water main. These construction requirements shall not apply to those house laterals that cross below a pressure water main. E. Si hon Criteria : Siphons are unacceptable to the City un esa extremely unusual circumstances prevail. • I-04 MANHOLES: Manholes shall be constructed of precast reinforced concrete sections. The bottoms of all such structures are to be formed of concrete of the full thickness shown on the plans and the concrete shall be propor- tioned as herein before specified. The inside bottom of the manholes shall rise above the footing a distance equal to the diameter of the largest pipe entering or leaving the manhole, and the flow-through channel shall conform to the inverts of the sewer pipes. The surface of the channel shall be troweled to a smooth and even surface. Man- hole steps shall be uniformly spaced at a maximum of 16 inches with the top step placed ,just under the manhole frame. The lowest step shall be placed not more than 24 inches above the shelf . The top step shall project 3 inches inside the manhole and all others 5 inches. The tops of all manholes located in paved areas shall be set flush with final paving grade. The tops of manholes located in improved but unpaved areas shall be set to be even with finished grade. Tops of manholes and cleanouts located in unimproved areas shall be set to prevent the entry of surface water as directed by the Engineer. Precast manhole sections shall be -laid concentrically to provide a smooth interior manhole surface. Joints shall be completely filled with mortar to provide watertight seals. • I-05 CONNECTION TO EXISTING MANHOLES: In the locations as shown on the drawings the Contractor shall break into existing manholes structures and install the new inlet lines as specified. • New flow-through channels shall be constructed in each manhole base to accommodate the new sewer lines . Smooth transitions shall be installed 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 p#pes 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, 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 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-OT SEPARATE WYES AND TEES: Commercially manufactured Wyes and tees shall be installed where indicated on the plans and/or at such other locations required by the Engineer. Where conditions are such that the connecting pipe cannot be adequately supported on undisturbed earth or tamped- back- fill, the pipe shall be encased in concrete or supported on a concrete cradle as directed by the Engineer. Concrete required shall be in- stalIed at the Contractor's expense. All wye and tee branches not to be ,joined to house connections shall be installed with a suitable stopper of the size of the wye or tee brpnch. The Y branches , unless otherwise specified, will be inclined upward at an angle not greater than 45 degrees from a horizontal line. If so shown on the plans , T branches shall be substituted for Y branches . No Y or T branch shall be placed closer than 5 feet to the centerline of any manhole or clean- out. The use of double wyes will not be permitted except as specified or required for chimneys. I-08 TESTS FOR LEAKAGE: Tests for pipeline leakage shall be in accordance with the following specifications : -- A . Leakage Due to Internal Pressure : In sections of line 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. 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 Diameter inches) x TLast 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. 8. UnitageDue to Infiltration: If, in the construction of a sec on o e sewer or any size, excessive ground water is encountered, the test for leakage, described in Section "All above, shall not be used, but instead a test for infiltra- t1on shall be conducted for each section of the work if ordered by the Engineer. The end of the sewer at the upper structure shall be closed sufficiently to prevent the entrance of water; pumping of ground water shall be discontinued for at least three days and the section shall be tested for in- filtration. The infiltration shall not exceed 1,000 gallons per diameter inch per mile per. day of main line sewer being tested and does not include the length of house connections entering that section. where any infiltration in excess of 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. C. Leaks a Measured Usia the Air Pressure Method: The Con- tractor shall plug the ends o the sewer ines 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 backfiIl 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 in 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 (prig) pressure has been reached, at which time the flow to the pipe shall be shut off. The Inspector will then accurately determine the time loss of 1/2 psig pressure, to 3 psig pressure. The input air pres- sure shall not exceed 5 psig and shall be regulated by a suitable regulator valve. The air test equipment is to be approved by the Engineer. • The pressure loss of 1/2 psig pressure shall not occur in a time period of less than 1 minute. If the time loss is less than 1 minute, the Contractor shall make such repairs as are necessary to the satisfaction of the Engineer to eliminate the excessive leakage. • WMEM GROVE■END OF MFE 11 "TWIN VANNOLE.GKAG RACK /LUfN MTN 1R9IOE OF MANHOLE WALL %NO PLASTE■ I MOXEN CODES SNOOTM w.EN uNMORER ENO OF MK IS M MANNOLE.LCAK SOMAN[ ENO AND FILL FILLETS At UPPER SECTION TO GRAIN. M C10WW ELXYGT1011 OF ALL FIFES I -I S-IE'LONG'AC.► JOWTS I [HALL K TS SAW[ AS T=OWES! I i Q WELTS Ne OUTLET. • EL[VAnOM OF rNE LAMST ►Ir[ `J . ISMS[ OTNELWIS IN WATS NOTE: POR ANI[ AM COG[R DETAILS.R[PR11 •O M FIREr TAO FIFE jown MSO PLAT[ S-1. STANDARD MANHOLE FRAME I 00 OUT OF EACH MYROLE !INCL Me CIP wL K A i 1=100. MAMNOLL Swn OPERAS TO K FLOW PLACED ON DOWNSTREAM SIO[ OF _ MANHOLE. LADDER NIMSS ME z1 I RLEIRRm. >Q S1LT. L -OL I 11 Tw STV-S' �— RR[XO I L J� Or1'V STE►E-S' I Ir ETNIRIo TTP[ 1AFETT STEPS SFACm IG'O.C.AK "a ■FLA=Ar nw[ of wwwAGrUK. FILLET PLASMPLASMSTEP DETAIL TOP,O/ PAVEMENT OR STEP NOTC EXISTING MAO[. IYTSMIAL ow"w W GIA.STEEL.OOIIIOI000 TO A.LTAL A-11 DA A-DT GALWRISAD AFTER FAGRICArt IN AsmLG GRIN AATJL A-11S. • 1 I 1 - I 1 /X'C[ISNT MORAL T'-- KCTgME • CON[MULL K ECCENTRIC TO THE GOWN Snl[AY SIS 0/ M o V MANHOLE. I/a'1ROUT KrVELN '• 11' 1EVCL JO=TS t CONE DETAIL .• u[ STEP OCTIUL . M WATERTIGHT UPPER NNW. 1IOINTI STIR.) M > EH. IVY1 �__ {: v[•GRaur IC1SF ELEWFM TO K ="L •' JOINT DETAIL EAS SOULO AGAMIST MlOwwwY m low.. STANDARD 48m MANHOLE NOTE. 440I.0, MANHOLE TO RE USED ON SEWERS ZO" IN 01AMETER AND UNDER. CITY OF SAN JUAN CAPISTRANO STANDARD MANHOLE DETAILS 19T8 I w S. I LUT PIPE PLU0I EIT111R610S OF Ia'ICCTIOM-I Nl2T ANO OUTLI T I TTP.1 MAMMOLS.wIOR94 90612 SMALL Bt PLA2r6R60 OITM•CEMENT MORTAR TO NVt • fM00rM 2M"LONG I9CTIOM MN918 I UrRANM TO M NKMAINLINE II L" VC► 00 THE Lown EWtVLT1011 OF ALL --- -- LANSLR - INLET AMC OUTLLTITrf.) • PIPES SMALL u NIL SAM I _ AS THE CROVSI ELEVATION OF M LAROt2T PIPE UNLESS _ - omor ISE SMOG IM •P.� t- I! LOM$ VCP JOINT { .f. AT IMLCTI ITTP.1 v PLa t-7 It-RA@ARM MOOQ •� / '` AT EACH 9M0. THE rArMaA6 ' I INAMr MALT ME PLAC ES IM'�tN1N41 - oNALL SE DOWNSTREAM ON THE pOVOTRgII R•tSO Qot OF rM9 ; is AMMO►[. -------- ECCENTRIC ECCENTRIC FLAT TOP ►LAN 2e N' PLA1TER RLR 7TTM I _IX �Nra_sarr' atfwT AIOMTAo TOP OF PAVEMENT 'o! i on amorw MADE. N ACENTRIC FLAT TOP DETAIL R 2tcTM$Nt I/t•COENT NOwrAR t 7 t-f%cou.A •N2CAST COMCR[T[ sawk, 1 -6COLLAR SECTION a w 2TRMOARO 30•LAMA lNIMe SICTIOM B2/16• 2CC[IITR,C CON[ )0'k$O'k27-NNM MITN $ TNICR MAILS •CtwENT rORTY PILLET SROUT /LAT TOP.tCCMTMIC TO rN9 OOan STREAM am or TML $• r.n.-.I �• • EP DETAIPLATELS, roR JOINT DETAIL �i iQ �• �--�. � � Nit own. PER VRAM AMO COVER OCTAILS RCFER ^. ! TO PLATE I-$.SrAMOARO MANHOLE fixAttt AM GWAUL • . I �a t ••.�� eye` i ' POUR BASS A$AINST UROISTURB60 SOIL. ELEVATION NOTE: TIME STANDARD 60 INCH MANHOLE !HALL EE USED ON SEWERS 24" IN DIAMETER AMC LARUN.OTHER SPECIAL CA3E3,0111 VIM THE INVERT OP THE MAIMDLE Ib it DEER • CITY OF SAN JUAN CAPISTRANO --STANDARD 60INCH MANHOLE 197$ S' r i CONTINYOYt •I - CLASS 410d•E000 aSNN P r[ L.EAI L I SNOUT OVERALL BELL vp CARRIER PIP MEC". JOINT$ p�ME01e__ I STRAP 7M0 SRIOt I'MNL CL. MOOrt To PIPE �Ir AT E.' O.C. ICL. CARRIER ►IPE SHALL at REINFORCED CONCRETE TC ANCHORED ANO/OR wE1SHE0 - SEroRE SROYTINSTo ENCASEMENT AVOID PLOATINS. TYPICAL PIPE CASING CONORETC 90CASEEEI7 SMALL RE EETENOEO TO )' PROM SELL AND A ONE FOOT SECTION OF PIPE SHALL tt USED RtPOME AND AFTER Too ENCASEMENT. APPLT PORO OL 011 TH111 PLASTIC SHAT OR o7HEN 1ODEPTASKA NATIONAL TO PIWM" RONOINL LOCATE MMX MTTNA I-1111'NOON Af • =Ktg S TNP Or NM WRIER! TME LAT[[" CR S Y110[R THE QIRR. DSR[ RO CMD EERTR on WHERE TIS LATERAL ENOL WON NOR[ RACE IN CMD.n4ft A 4-1 A!Y 3.0-STAR[ LETLIOIIIS E AdamfNIN1iM MADE. t11S11[ KCl WT[ D INSTALLED MARIA �l tRMOYT HOLD[ LATERAL THE WTI EMLL RE PLUMES WIT" A Y.C.PLUS M M[OPR[N[ STOPPER. Go,MLCWM POOPERTT LINE ATPROPERTT UNIT /O'PQ FOOT MMS AN KC.A D omm STOPPEN KY�R y 1/9 M 1/0 R[NOS AR RRA nPA /Lp .0" sORC To NOCR OOMIO TO PJM[Or IRR AID LOFIT[T EMM ODt OT LA►RAL TT►ICAL HOUSE LATERAL • CITY OF SAN JUAN CAPISTRANO PIPE CASINOT CONCRETE ENCASEMENT 9 HOUSE LATERA 1978 S I IN W r Ej NO, I V � 00. 07SAr.OVU0 0AOAA(rTs) PLATIEO TO 4010 •.•t.': . .. �� • •cor TAO COMPACTED mAOMPM.L f1%CpIPACTTOX OT A.&MV.) $ACV" AM MAMMAL SCL[CT M ATMSAL Cp MCD TO [O TO 90 0UL. 0� 0[L. 0[0077. \ CMUM[0 00CS INS7 CLEAN 700 O *MAVgLON p • AR SWMAO[ d R0( SUFMAD[ " Popw Paumearm TV►L I TVR it COMPACT[O COWACTt0 SACSPILL SAOMLL OVACT 11[T[0uL ![L[CT MATERIAL toorAmn TO OOMRCMD TO M% �. OUN11Tt mn.O[MSITY CLAM 4AOWTIK 700[ M[R COM M1PU S{IS-MAC r PIR PMMMTMo •• • �� SAA♦HYPER "MMI L MASIMIII TO 19 OUT[00110[9 AIM/TU0M0 7011 IM PILO ST rMU CITY O0 M,ASIS or MASIMUM OV90morM [XCAVATUO. TYPE 111 -TYPE IV "Ms. 1.THIS"Mom owl"ATTOU UPOUM LIMIT OS THE MR 7011[ MALL at wom" TMm POLL"We LSIMT/ ►011 TYR i.Z.AMOZ "Most rAXM1wM r/[MeMMMOTM-aa or PIPE M/ILL PLUS 144 UMIMUN T0[M00 MMT%.O.a O/ PIR 00 S[LL PLUS W RTW[a 1ERMM SMALL K UM[D WNM TMm r0 MI/rM AT TMU VIER LIMB OF TIE PIR 701E [SCUDS THE MAXIMUM MIOTM OUCIFlO Alma. R 1ACVILL ASeve THIS PIR zoom MALL COMM M TO M A1MAMmmmMTS OUTLIMUD IM S[CTIM 300 u OF PMS STA00ARD SP[CR ♦M1111MM PMM1S SWr M 10 .SS A.G OVUM SOAa A A/SP9MW /T M CRT UMMQII. RArMEM AMM JOIN TO TOM [XMTIM PAV[0S0T TO TNI[ SAf1SPACrIOM MY M CMTT [0/UQ11. • CITY OF SAN JUAN CAPISTRANO ---- PIPE BEDDING DETAILS 1976 I.L . DESIGN REQUIREMENTS FOR SANITARY SEWERS IN TME VICINITY OF PRESSURE WATER MAINS I �Z ZONE 0 2 ZONE e t0 p' WATER 4' WATER - '4' I MAIN MAIN ZONE,' zoNE t 3' ZONE ' = ,, � A ZONE 0 A y� -- PARALLEL CONST. PERPENDICULAR CONST. IF A SANITARY SEWER IS TO BE IF A MAIN LINE SEVER MUST CROSS A LOCATED WITHIN 10 FEET OF A PRESSURE PRESSJRE WATER WITHIN ANY OF THE ABOVE WATER MAIN WITHIN ANY OF THE ABOVE INDICATED ZONES, OR IF A HOUSE LATERAL INOWATED ZONES..SPECIAL CONSTRUCTION MUST CROSS IN ZONE 8. SPECIAL CONSTRUCTION MILL BE REQUIRED AS SHOWN BELOW NILL BE REO:JIREO AS SHOWN BELOW. • ZONE SEWER CONSTRUCTION REt)'JiREMENTS A '/.C.P. WITH CO;APRESSION JOINTS. B OR C C.LP. (CLASS ISO) APPROVED MECHANICAL :DINTS; OR V.C.P. WITH SPECIAL CONCRETE ENCASEMENT PER 4 DETAIL I ); OR V.C.P. ;ROUTED IN CONTI- NUOUS STEEL CASING. 0 00 NOT LOCATE ANY PARALLEL SEWER IN THIS AREA W T HEALTH DEPARTMENT APPROVAL. GENERAL NOTES �I " NO.4 0 1. EXTEND BOTH ENDS l)F ENCASEMEPIT TO A POINT T . ONE INCH SHORT OF FIRST PIPE JOINT OEIONCT ;�; H0. 4 Hoops LOC►TIONS SPECIFIED ON P-AN. USE ONE FOOT SECTION . AT 24'0.G OF PIPE AT BOTH ENDS BEFORE USING STANDARD LENGTHS. d 6 Z. APPIY FORM OIL, THIN PL<STIC SHEET, OR OTHER •• :•. ' ACCEPTABLE MATERIAL TO PIPE, TO PREVENT BOND , • .; �.. . BETWEEN PIPE AND CONCRETE. •. . : . .� or 3 USE CLASS •20-C-2000 PCC. FOR ALL CASES. 4 BARS . CIAL ENCASEMENT DETAIL I M A"*" wa%4Pt. L S , xl� (Su STD. S-i) .� t SPf/ n ,Gros +A�•'� • CITY OF SAN JUAN CAPISTRANO SEPARATION OF WATER AND SEWER LINES 1978 — �•_ 1 S. t i TIE SELL OR THE COLLAO WYE SAOOLC MALL MOT K COCASSO IM CONCEIT[. TAP TO SE MADE AT APPROX. 4L OF JOIST. tNCASK Ie EACH ME Or arguing WITH CLASS AEO C-2000 PC.C. r M A ( C NA CaNCEETs [� 04 A wM wN.l ELEVATION SECTION A-A EXIST. Y.C.►. -�CKIST. V.C.P. I I 1 I 1 I DETAIL MAKING CONNECTION TO AR [f 17TIMG 7[O[R: • 1 i 1 I '`1 PON MAKING G• LATERAL OM I I 1 1 I I' MAIM ON AS REQUIRED AT TME CTI RMGImN. 1 -J 'GAKO SEAL AOJUITAGLE RCPAIO MEV V.C.►. TC[ OR "ITS SECTION COUPLING. OR APPROV10 COPAL' WIT" PLAIN CMOS 1E 4114,0.1 COLLAR WYE SADDLE NOTES, L THE Own LME s "L sE sCNEs TO TIME mwaoxiMATE S"APC OF rue COLLAR WYE on TCE PITTING.THC CONTRACTOR SMALL SO I COT A MEAT COMM MIT"A gMMNLAN CERAMIC SAO OF C:A'0'M 0' DIAMETERS I OR MARE A SMALL HOLE. NOT LAMSCR TRAIN OE-RICH IN OAAIETEM.10 TME APPROXIMATC ENTER Of THE SOOREO AREA MRM A POINTED TOOL,$IMA.AN w A MRSOM)PIMMM CMPMMTR A CMSM ANO SNORT MAMDLE.MAID HELD MANMEE M A SPIRAL FASHION TO THE SCORCO LINK. E. TIE COMTNAOTM SMALL OMCIME THE COLLAR WYE SAOOL[ TO THE SEMCR AS APPROVm SY THE CITY OE110. s. TIME CORRAOTOR MALL EMDsm THC YOOLa CONNECTION worm CLASS""goo0 emwraM THE CaMICSTIan Is APPIIoYCO R THE ORT MM TS THE LIMITS IwMOATES AOOVE • TIME CONTRACTOR-SMALL EEEP ALL LLAT CMM.OMT.EPOKY,NOMTY,AM COMECTE OUT OF TNC USES"DOLMANS MALL PCNMN A CLEAMIM AM MALLOO OF TIME OCACM UDOLCO/ OISIMCO TO DO SO ST TK CITY tM m=. t TIE OMTMACTOR MALL REPAIR OR REPLACE ANY OAMMU PVC AS OMCOTCS OT THE CIT CM NMR. IL TIME CONTRACTON MALL EPDXY ALL S RSOLE CONNECTINS TO THE SATISFACTION OF TTE CITY Qgn U. • CITY. OF SAN JUAN CAPISTRANO -- SADDLE CONNECTION 19TS �`�• S-{ � a o ❑ a •t o o ❑ ❑ a o a o WF a o ` C Cl o a 'A CO3 a C � a� O O 0 ❑ O a ❑ ❑ 0 0 0 0 0 0 a a o O o oa COVER - BOTTOM VIEW COVER -TOO VIEW Tim Qf B SECTION C—C NOTES: CAST IRON SMALL HAVE MINIMUM TENSILE STRENGTH Of 30,000 LBS PER SQUARE INCH. ALHAMBRA POLV41 Y CO. TYPE A-1270 OR EQUAL. WEIGHT Of FRAME ANO COVER • 440 LBS "IMUII -CASTINGS SHALL CONFORM TO RING PLAN AlTM. A 44 CLASS 33. 34' 23 I,* KA I 1 I e SECTION 8-8 CITY OF SAN JUAN CAPISTRANO STANDARD MANHOLE -- FRAME a COVER- 19T8 I" S-7 I COVER,FRAME S CONIC. I i PAD TYPICAL FOR 6",d',OR i0'1 n SEVM. I I I ► STREET SURFACE i COVER I t CASTING 4::.. ... ..�. r - 0" V r CLASS 360-C-3250 F.CC. - SIDEVIEW lie eENO I � — I G� r FINGER HOLE oo CLASO Fo � P '2S�„ �'� TOP VIEW 1 �\ 11 / BRAWN ALHAMBRA . FOUNORY ftume •_`�_ . _ ' A-1240 OR' EQUAL - Q WIN UNE V.C.P. TOP VIEW NOTES: 1. CLEAN-OUT PIPE MUST 6E 2. CLEAN-OUTS ARE FOR COMMERCIAL OR SAME DIAMETER AS MAINLINE INDUSTRIAL USE ONLY AND ARE TO K SEINER. LOCATED AT R. CITY OF SAN JUAN CARSTRANO -- STD. CLEAN-OUT 19718 -lsITY IS. 8 �J GEOTECHNICAL INVESTIGATION HILLTOP WAY SEWER RECONSTRUCTION FOR CITY OF SAN JUAN CAPISTRANO, CALIFORNIA W.O. 2564-A1-OC DATED MAY 6, 1993 • Gs, l ce Geotechnical• Geologic • Environmental • Gec$914Inc. • �� Geotechnical • Geologic • Environmental 1446 East Chestnut Avenue Santa Ana. California 92701 • (714)647-0277 • FAX 171 a 647-_-_; May 6 , 1993 — W. O. 2564-Al-.--C Adams * Streeter 15 Corporate Park Irvine, California 92714 Attn: Mr. Brent Caldwell Subject: Geotechnical Investigation for Hilltop Way Sewer Reconstruction, City of San Juan Capistrano, California Gentlemen: This report summarizes the result of the geotechnical engineering investigation performed by GeoSoils, Inc (GSI) for The Hilltop way • Sewer Reconstruction. PROJECT DESCRIPTION AND SITz LOCATION The site is located along the Hilltop Way in the City of San Juan Capistrano. The approximate site location is shown on the Site Location Map, Figure 1. It is GSI 's understanding that the development would consist of reconstruction of the existing sewer line from station 14 + 99. 00 to station 20 + 18. 11. SCOPE OF rDnz The scope of GSI's services consisted of the following tasks: * Drilling, sampling and logging of two borings; * Laboratory testing; * Performing engineering analyses to develop conclusions • and recommendations regarding: I l �r -\' � .Su `1C \\ �" � Arc < �`� .� •r !' �. 631 wail • 1 •.\�4 ••° �'� fir/ —.1� �` �':. IIr� � .A; • [\. ��' 111 _ '� / _ I � FRW tmm 7.5 WL SAN jUAM CAp19TRANO CtMD, ltifst r SITE LOCATION MAP Geo,41o1is,,Inc. OAT 341-93 W.O. NO2Z4.A,.00 gy -Soil Mechanics • Geology • Foundation Engineering FIGURE Adams • Streeter page 2 May 6 , 1993 W.O. 2564-A1-OC • 1 . Temporary excavation and trenching 2 . Bedding and backfill characteristics of on-site soil 3 . Pressure exerted on buried pipe 4 . Settlement 5 . Sulfates and soil expansion 6 . Trench backfill criteria 7 . Pavement design * Preparation of this report, summarizing the results of the investigation. FIELD INVESTIGATION AND LABORATORY TESTING The site subsurface conditions were explored by drilling two hollow . stem auger borings to depths of 16. 5 feet and 36. 5 feet, in paved areas. The borings were backfilled with on-site materials, and the pavement was replaced with asphalt "cold patch" . The soil samples observed and collected during the field investigation were classified in accordance with the Unified Soil Classification System, described on Plate A of Appendix A. The boring logs are presented in Appendix A. The approximate location of borings are shown on enclosed Plate 1 (in pocket) . The soil samples were re-examined in the laboratory to confirm their classification. Selected samples were tested to evaluate the moisture content, dry unit weight, Atterberg limits, grain size, sulfate content, shear strength, expansion, compaction and consolidation characteristics. Laboratory test data are presented in Appendix B. • Geosoils, Inc. Adams • Streeter Page 3 May 6, 1993 W.O. 2564-A1-OC • SITE CONDITIONS A. Based on the borings, subsurface soil stratigraphy encountered along the existing sewer alignment consisted of fill materials and bedrock of the- Capistrano Formation. Fill materials consist of primarily of light brown, -o.st, stiff to very stiff silt clay soils. The marine upper Miocene Capistrano Formation consists of light brown to grayish brown, moist, moderately hard to hard clayey siltstone. B. Ground Water Ground water was not observed during GSI 's field exploratory investigation. • CONCLUSIONS AND RZCOMKZNDATrONS Based on the results of the field investigation, laboratory testing and the engineering analysis, it is concluded that the planned improvement is feasible from a geotechnical viewpoint, subject to conditions and recommendations that are presented herein. These recommendations should be implemented in the planning, design and construction of the project. Temoorary Sscavation and Trenching Temporary trench excavations during sewer line reconstruction, which exceed five feet in depth, must have adequate shoring or should be laid back in accordance with CAL/OSHA regulations. It is GSI 's opinion that for all types of cantilevered shoring less than 15 feet deep having a level ground surface, a pressure equal to that developed by fluid weighing 25 pounds per cubic foot may be • GooSoiis, Inc. Adams + Streeter Page i May 6 , 1993 W.O. 2564-A1-OC • used for either fill materials or bedrock. It should be noted that it is the contractor ' s responsibility for site safety and excavation shoring. Bedding and Backfill Characteristics of On-Site Soil The fill materials and bedrock encountered are not considered to be suited for bedding due to the relatively high silt and/or cla:: content. It is GSI ' s opinion that the pipe should be surrounded b a sand bedding material . Placement and densification should be per design requirements for the pipe. The excavated materials would be deemed suitable for re-use as backfill, under conditions of near optimum moisture. _ Pressure Exerted on Buried Pipe Pressure acting on a buried pipe is influenced by several factors, • such as relative rigidity of the pipe, surrounding soil depth of cover, method of construction, etc. However, for the purpose of preliminary analysis, it is GSI 's opinion that a unit weight cf backfill equal to 128 pounds per cubic foot may be used. GSI can provide estimated vertical loads or pressured or buried pipe, if required by design procedure. Settlement Settlement of the sewer line is a function of the state of the soil underlying the sewer line. Due to presence of stiff to very stiff fill materials and bedrock underlying the site, settlement of the sewer line should not occur. However, the backfill above the existing 18- inches diameter private storm drain (station 19 - 56. 00) is subject to further evaluation during construction, since a small area, within the storm drain backfill, on the paved area shows signs of settlement. • GeeSoils, Inc. Adams • Streeter Page 5 May 5 , 1993 W.O. 2564-A1-OC • Sulfates and Soil Ex2ansion Soils are considered "High" in expansion potential and soil sulfate content also tested high. Test results are summarized in Appendix B. Trench Backfill Criteria The trench backfill should be at optimum moisture content and then compacted to obtain a minimum relative compaction of 90 percent of the laboratory standard (ASTM D-1557-91) . Inspection, probing and testing should be accomplished during backfilling and compacting operations. Pavement Desicn Based upon an R-value of 14 , the California Department of Transportation (Caltrans) design method, and a range of traffic indices between 5 and 8, the following pavement sections for replacement pavement along the sewer line alignment are presented: Recommended Minimum Asphalt Pavement Sections Recommended Minimum Thickness (inches) Alternative Traffic Index Asphalt Concrete Aaareaate Base Full Depth AC 5 3 . 0 9. 0 7 . 0 6 3 .5 12 . 0 9 . 0 7 4.0 14 . 5 11. 5 8 4. 5 17. 5 13 . 5 These are minimum design sections; replacement pavement sections should be equal to or greater than the existing pavement sections. The aggregate base should consist of crushed rock with a R-value and a gradation in accordance with Class II aggregate base (Section 26 of the Standard Cal/Trans Specification) or crushed aggregate Gee&oils, Ina. Adams + Streeter Page 6 May 6 , 1993 A-0. 2564-A1-OC • base (Section 200 . 0 . 0 of the Standard Specifications for Public Works Construction) . The aggregate base should be compacted to at least 95 percent relative compaction of the appropriate maximum density laboratory standard. INVESTIGATION LIMITATIONS The materials encountered on the project site and utilized in the laboratory investigation are believed representative of the total area; however, soil materials vary in characteristics between borings and excavations. Since the investigation is based upon the site materials observed, selective laboratory testing and engineering analyses, the conclusions and recommendations are professional opinions. These opinions have been derived in accordance with current standards of practice and no warranty is expressed or implied. GSI sincerely appreciates the opportunity to be of service. If you have any questions pertaining to this report, please call . Kssc Respectfulsu fitted, M, �y �� ✓ � � bm.6,D93 By: By: Edwar L. Burrows lan essu OR C6"NEd Engineering Geologist, Civil Engineer, RCE 184 CEG 1750 Geotechnical Engineer, GE 439 FA/ELB/AJ3/sms Encl: Appendix A - Log of Exploratory Borings Appendix B - Laboratory Testing Procedures and Laboratory Test Results Plate 1 - Site Plan • Dist: (6) Addressee GeoSeiis, Inc. Adams + Streator Page 8 May 6, 1993 W.O. 2564-A1-OC • APPENDIX A FIELD EXPLOR'TI0 Subsurface conditions were explored by drilling two (2 ) exploratc:_; borings to a maximum depth of 36. 5 feet at locations shown on the enclosed site plan, Plate 1 ( in pocket) . Borings B-1 and 8-2 were drilled with an eight inch diameter, hollow stem-auger type dri:: rig. At the completion of drilling, the borings were backfilled with materials removed from the excavations. The drilling operation was supervised by a GSI staff geologist, who • continuously logged the borings and classified the sobs encountered by visual examination in accordance with the Unified Soil Classification System, as presented in Plate A. Ring samples and standard penetration samples were taken at frequent intervals during the drilling of the borings. Samples taken by hollow stem auger were obtained by driving a ring sampler with successive blows of a 140 pound hammer dropping from a height of 30 inches. The "Blows/Ft." column on the boring log plates indicates the blows required to drive the samples and the standard penetration sampler in 6 inch increments. Relatively undisturbed soil samples were retained in a series of brass rings, each having an inside diameter of 2 . 365 inches and a height of 1. 00 inch. The split spoon samples (SPT) were retained in plastic bags. Bulk samples of the soils were also collected for additional classification and testing. Samples were transported to our laboratory for examination and testing. • Gso"Is, Inc. UNIFIED SOIL CLASSIFICATION SYSTEM CONSISTENCY OR RELATIVE 77 Gaon Nater eavmmA nmaw Tvabmi emblems CRITERIA CW µ'e0-vte.e afvw dao virv+r %am masnaty. arta er no ism j � s • - ? i .. ?am"pace"vaveu Aad CP vtve►aoo mumarim. lima or no Stancara Penetration Te.t N a a _ fifu ?cattmuon i a CM I Silty vaveu. atawr abed alt <es:sane_ i::a:,.e + CC 01 Raveta. RemL,'saee'rYy `G.^ ;DOS: z v A - SW mom Us 117111011111-V :0-30 ?A diur.. ¢ 1 36-50 :case a . 6t Fm an oaPao"Amma vave0v >56 o i s e 1 naft hide lir no Gam ) s SM Slay absat ned`wh mmaea '^ + Sc ClAver aurae. "ad..mYmrab 1Winnows,am von boli Amen. �. ML sora Anne. ester or caysv came amen s . s l 3 UI lnarlmla am ai Asa to s 3 iib CL �.dom prmeer. SM.& Standard Nomination Test ��OWL aiff�` I Penetration ti ncontined Catnnr F.Ca%Qoee N Stet an OL Iansw0 slea as"We"we"°lay (blowsift) Consis=cv (toasiftl) dare of low piaaarty , loova nim. mammsm lir <2 Vety soft <0.25 • i MH dion�ase about lir des. 2-4 Soft C:5-0.50 I sin atM 44 Medium 0.50-1.00 1 s W...urn of ia0 pi... 1 Stiff ,.00-2.00 i I to aim 15-30 Very sac 00-4.00 „ >30 Hud >4.00 OR 1 h , as ms ab b. Hgviy Onpaa Seib J'T Pat moa oa Debar low Y oepsa ewil . 34, as al a40 200 U.S.Slona"sme • Untlww GMVW I Sam C466" Sin or Gay sal C101aal1 cables i tine 1aoom I Trina 1 hno MOISTURE CONDITIONS MATERAIL QUANTITY OTHER SYM90 Ory asw of owes: aamty. 4" u use tauen trans o - e s c Cors saaelet sli"cly below amstmm U"ovm caelamlt Nn 1 -10 t s apT OMW)s metut falx eamed"l l Helot near-amiaam wtawn armband little to -23 t a sulk a le very mist aureus awetum wetsture ammmm ew 22 -Aa a = Ora+noaatsr W" visible from water. below saner tablo U/IC LOO fOWNT: Orem naew. Grew avmooi, (O"/" else). Color, atatwturw. Comtbtwwv or relattvs density 4owlcld ml eamaama: Over. oreomae Of rawer. mica. wywaem. coarse snlnam oaralclea.Otc. aswLt: malls (spi, firm to wepoijm srslrms. erwn. dem. ideals, travel, stlt. little fine drawl raw amoles am to A- to size. owes nelr room ane romietw PLATE Q BORING LOG Goosailse Inc. o.j. 2564-A1-t PROJECT: ADAKS/STREETER BORING B-1 SHEET 1 ,r 1 HILL TOP SEWER LINE DATE EXCAVATED Sample DRILLING NETNOD Stanurd Penetrav an test ELEVATION l �..�► LZ.^. !Z.V �� a Y C _Cn 0. m" C.G.. Urdisturbed, Ring Sanpls LOGGED BT o m m �y o =° Description of Material PAVEMENT SECTION: 4" AC over 6" AB 7 Silt. Clay, brown, moist, stiff BEDROCK (Capistrano Formation) : Claye Siltstone, gray-brawn, moderately 5-1 ;-�- hard �o soft, weathered 6 94 . 3 22 . 7 Same as above 9 l0 3 Siltstone, gray-brown, moist, moderately 6 hard, 9 Joint, inclined approximately 50 degree I • 151 6 96 . 3 25 . 9 Same as above Possible bedding, inclined 5 —10 degrees 15 20 ! TOTAL DEPTH-16. 5' NO GROUNDWATER j HOLE WAS BACKFILLED i i �30 1 35 • i � I Gooeoils, Inc. HILL TOP SEWER LINE PLATE A-1 BORING LOG Geoscils, Inc. 2564-A1-c • PROJECT: ADAMS/STREETER 8011146 B-2 SAEE7 1 1 HILL TOP SMMR LINE DATE EXCAVATED Sample DRILLING METHOD standard Penetration rest ELEVATION C_C I N Z:1 Imo N O 7M rundisturbed, Ring SM" LOGGED By I a n 1 0 a ern Description of Material PAVEMENT SECTION: 4" AC over 6" AB L. Silty tysClay, light brown, moist, stiff to veryS ✓i� 4 CL ! 109 . 2 10 . 5 Same as above 11 i i I 110 3 ! CL SiltE,Cstiffith trace of sand, Gray-brown, 6 HgnROCK (Ca 1 Slltstone, rown, moist, moderateiy hard to hard, fractured joint inclined 45-50 degrees 151 r 181 1106 81 20 . 5 Same as above 1 21 ! I I I 20-4 5 1 Clayey Siltstone with small sandy nodules, 5 gray, moist, soft to moderately hard, orange 8 stains, weathered 7 25 8 102.4 20. 5 Same as above, becomes harder, trace of 16 gypsum ! 18 130 5 Same as above 12 13 i 35 7 98 . 6 24 , 7 Same as above 221 TOTAL DEPTH - 36. 5 ' j NO GROUNDWATER HOLE BACKFILLED GeoBoils, Inc. BILL TOP BERER LIKE =_ArE A-2 APPENDIX B LABORATORY TESTING PROCEDURES AND LABORATORY TEST RESULTS • • Geosoils, Inc. Adams • Streeter Page to May 6 , 1993 W.O. 2564-A1-OC • APPENDIX B LABORATORY TESTINQ Soils were visually classified in accordance with the Unified Soil Classification System, as presented on Plate A. Field moisture contents and dry unit weights were determined for the ring samples obtained in the field. Field moisture and dry unit weights are shown on Plates A-1 and A-2 . Compaction Test To determine the moisture-density relationship of the on-site soils , a, compaction test was performed on a representative sample in accordance with ASTM Test Designation D-1557-91. The result is presented in Table B and on Plate B-1. Shear Test Shear tests were performed on undisturbed samples, in a strain control-type direct shear machine. The rate of deformation was approximately 0.05 inches per minute. The samples were sheared under varying confined loads in order to determine the Coulomb shear strength parameters, cohesion, and angle of internal friction. The samples were tested in an artificially saturated condition. The results are presented on Plate B-2 . Expansion Test An expansion index test was preformed on a representative near surface soil sample in accordance with UHC Standard 29-2 . The test results are presented in Table B. • Geosoils, Inc. Adams * Streeter Page 11 Kay 6, 1993 W-0. 2564-Al-OC • Chemical Testing Chemical testing was conducted to determine soluble sulfate content. The test results are presented in Table B. Atterbera Limits Atterbera limits were performed in general accordance with the ASTM 0-4318 test method. The test result is presented Plate B-3 . Grain Size Analysis with Hydrometer Laboratory grain size analysis with a hydrometer was performed on a selected sample. The result of the test is presented in on Plate B-4 . gonsolidation Test A consolidation test was performed on selected ring samples. The • test was performed primarily on material which would be most susceptible to consolidation under increased loading. Loads were applied to the sample in several increments in geometric progression, and the resulting deformations were recorded at selected time intervals. Porous stones were placed in contact with the top and bottom of the specimen to permit the release and addition of pore fluid. Inundation of the sample was performed at a load of on kip per square foot. The result of the consolidation test is shown on the enclosed Plate B-5. • GeoSoils, Ine. Adams * Streeter Page 12 May 6 , 1993 W.O. 2564-A1-OC • TABLE B COMPACTION TEST (ASTM D-1557-91) Maximum optimum Dry Density Moisture Sample Location Soil Type (pcf) Content (%) 3-2 @ 0-5 a Silty Clay 110. 5 :6 . 5 EXPANSION INDEX (UBC Standard 29-Z) Sample Location Expansion Index Expansion Potential B-2 @ '0-5 80 Medium SULFATE TEST (California Test Method 4171 • Sample Location Soluble Sulfate (k of Dry soil Weight) B-2 @ 0-5 0. 1955 • GeoSoits, Inc. 150 i 145 100% Saturation i 141a, 135' 130f— a 1251 i 120i z 115 � I 110 I I I 105 • 100 95 0 1 3 MOISTURE CONTENT % MAXIMUM DRY OPTIMIUM MOISTURE Burins No. DEPTH (feet) Test Method DENSITY, Pei CONTENT B-2 5.00 110.5 16.5 LABORATORY MAXIMUM DENSITY TEST GeoSoifs, Inc . Data: APR 93 u.0.: 2564-A1-OC 5 I � 4 - - - -- - - - - - - N S i I i 3 VJ `II I 2, � I ` i 9 0 1 4 8 NORMAL PRESSURE ksf Boring OMth Nature Cohesion Fric. Angle No. (feet) Test Method Moist. Saturated (psf) (degree) • 8-1 5.09 UNDISTURBED X 1000.8 27.0 Zi 5-2 - S.90 UNDISTURBED X 725.0 28.0 5-2 15.99 UNDISTURBED X 899.0 28.0 I 1 i SHEAR TEST DIAGRAM PLATE GeoSoils, Inc. 8 - 2 Date: APR 93 W.O.: 2S84-A1-OC 60 i R-Lina, • 50 / CH 40ui / x ` � 1 30 N CL CL 20 MH �r OH 10 ML-CL L-ML I j ML or OU 0 0 le as 3e 40 a Lis 1 LIDUID LIMIT U) I Boring Dapth LL U) PLU) PIU) No. (fast) • B-2 5 43 27 18 I ATTERBERG LIMITS PLATE GeoSoils, Inc. 6 - 3 Data: RPR 93 W.O. : 2584-Al-OC I ' Lee 90 S lel N ae I i se I ae I 201 II i I . 1 PARTICLE SIZE IN MILLIMETERS SILT coarse radius fins CLAY LEGENOs • POINT M 5-2 OEPTH 5.06 Opril L99' HILL TOP SEWER LINE NYOROMETER ANALYSIS GeoSoiis Incorporated Santa Ana. California &4 1. 2 A7ER mep I i i 3 H � I I B 7I f I 8 I i 49 0. 1 _ NORMAL PRESSURE (ksf) Bwinq No. 0-2 Owth (feet)s 5.00 Sawvlas CONSOLIDATION TEST PLATE GeoSoils, Inc . B - ^ Data: APR 93 W.O. : 2584-A1-OC GEOTECHNICAL INVESTIGATION FOR CALLE ARROYO SEWER REHABILITATION CITY OF SAN JUAN CAPISTRANO CALIFORNIA FOR ADAMS • STREETER A.O. 2567-A1-OC APRIL 30, 1993 • �►e' s, lii G eotechnical • Geologic• Environmental • G!! , ,Vs lnc. Geotechnical • Geologic • Environmental 1446 East Chestnut Avenue Santa Ana. California 92701 • (714)647-0277 • FAX(714)647-0745 April 30 , 1993 W.O. 2567-Al-OC Adams * Streeter - 15 Corporate Park Irvine, California 92714 Attn: Mr. Brent Caldwell Subject: Geotechnical Investigation for Calle Arroyo Sewer Rehabilitation, City of San Juan Capistrano, California Gentlemen: This report summarizes the result of the geotechnical engineering investigation performed by Geasoils, Inc. (GSI) for the Calle Arroyo Sewer Rehabilitation. • PROJECT (DESCRIPTION AND SITE LOCATION The site is located along Calle Arroyo in the City of San Juan Capistrano. The approximate site location is shown on the Site Location Map, Figure 1. It is GSI's understanding that the rehabilitation would consist of improvement of the existing sewer line from station 8 + 48. 57 to station 13 + 89. 51. PURPOSE AND SCOPE The purpose of this investigation was to provide geotechnical engineering conclusions and recommendations to be utilized in the design and construction of the sewer rehabilitation. • -n. ✓ \ /y��r -��, ..� �.,, �r'� ice^�/ ' (��r/.�,�^1�/Gr1p�k•-Yn� ln/�.`, _J c`\C�_. \` fid'�� /r�^` "�Azzt., 7 . t_ _ •` \J �'�)�� r'�'/�� -��,f r� •_ A<_ Ami l� '��1� _ AA • � �/� & NN, �. _ L �' ' , r '✓.� fit(" Ge 13 i ,� C : %�'% /l!/ '� / ✓/,rhe .��' `� r . / • . , ;;`J •{ � 11 y pa. ,_� - (I�/��I�' _ rf /°Y`r�, . 1 ` L ''� • j,� / R/ 1. f,1.�I/N► .�� '•' �. ..:� .; \ �./'`tis,.. __ ' '}� � i t•=,1 .-.. - 7 ver•}' /s' "'� / S♦• � •\ y�� ® FROM 731�L 9AN.ALAN CAPSTRAND OiWOi, lif1� SITE LOCATION MAP GeoSoils, Inc. OAT -I W.O. N022IMBY Sia^(__ --Soil Mechanics • Geology • Foundation Engineering FIGURE Adams * Streeter Page 2 April 30, 1993 W.O 2567-A1-OC • The scope of GSI ' s services consisted of the following tasks : * Drilling, sampling and logging of two borings * Laboratory testing * Performing engineering analyses to develop conclusions and recommendations regarding; 1 . Temporary excavation and trenching 2 . Bedding and backfill characteristics of on-site soil 3 . Ground water and caving 4 . Pressure exerted on buried pipe 5 . Settlement 6 . sulfates and soil expansion 7 . Trench backfill criteria 8 . Pavement design * Preparation of this report, summarizing the results of the • investigation. FIAL•D INVESTIGATION AND LABORATORY TESTING The site subsurface conditions were explored by drilling two hollow stem auger borings to depths of 16. 5 feet and 26. 5 feet, in paved areas. The borings were backfilled with on-site materials. The soil samples observed and collected during the field investigation were classified in accordance with the Unified Soil Classification System, described on Plate A of Appendix A. The boring logs are presented in Appendix A. The approximate location of borings -are shown on enclosed Plate i (in pocket) . The soil samples were re-examined in the laboratory to confirm their classification. Selected samples were tested to evaluate the moisture content, dry unit weight, sulfate content, shear strength, • GeoSoils, Inc. Adams Streeter page 3 April 30 , 1993 W.O 2567-A1-OC expansion, compaction and consolidation characteristics . Laboratory test data are presented in Appendix 3. EXISTING SOIL CONDITIONS In general , the underlying soils consist of silty sand, sandy clay and gravelly coarse sand with cobbles, which are -tedium dense to very dense in consistency. These materials are generally orange brown and light brown to brown in color, moist to very moist, and wet below ground water. CONCLUSION AND RECOMMENDATIONS Based on the results of the field investigation, laboratory testing and the engineering analysis, it is concluded that the planned improvement is feasible from a geotechnical viewpoint, subject to conditions and recommendations that are presented herein. These recommendations should be implemented in planning, design and construction of the project. Temoorary Excavation and TreaChina Based on the field investigation, it is expected that the proposed construction excavations using conventional equipment are feasible. a. Shorina Shoring, consisting of internal bracing with horizontal struts and/or other typos of shoring systems, should be used for support of open cuts and vertical shaft excavations. Additionally, it is likely that solid sheeting will be necessary due to the potential caving granular materials. • GeOSOUS, Inc. Adams * Streeter Page 4 April 30, 1993 W.O 2567-A1-OC • b. Lateral Pressure The recommended lateral earth pressures for computing street loads is a function of the wall height. The earth pressure distribution against the wall is rectangular, with the earth pressure equal to 25*H, (expressed in pounds per square foot (psf) , where H indicates the height of the wall in feet. Any anticipated, superimposed loading ( i.e. , traffic loads, slopes, etc. ) within 45 degrees (1: 1 projection upward from the trench bottom) , should be considered as surcharge and provided for in the design. c. All trench excavations should minimally conform to CAL- OSHA and local safety codes. • d. It is the contractors ' responsibility for site safety and excavation shoring. Bedding and Backfill Characteristics of on-site Soil It is GSI 's opinion that the pipe should be surrounded by a sand bedding material. Most of the alluvial soils encountered (below 5 feet) are considered to be suitable for bedding due to the high sand content. Placement and densification should be per design requirements for the pipe. The excavated materials would be deemed suitable for re-use as backfill, under conditions of near optimum moisture. _ Ground Water and Caving Ground water was encountered in both borings during GSI 's field • GeeSoils, Inc. Adams * Streeter Page 5 April 30, 1993 X.0 2567-A1-OC • exploration, and ranged in depth from 14 feet in B-1 to 15 feet :n B-2 . It should be noted that future fluctuations in the 'level �f ground water may occur due to variations in rainfall , temperat,.:re and other factors not evident at the time of GSI ' s measurements. Should ground water be encountered during construction, de-water:::; probably will be necessary. Caving of sandy material occurred :n both borings at a depth of about 8 feet. Pressure Exerted on Buried Pipe Pressure acting on a buried pipe is influenced by several factors, such as relative rigidity of the pipe, surrounding soil, depth of cover, and method of construction, etc. However, for the purpose of preliminary analysis, it is GSI 's opinion that a unit weight of backfill equal to 130 pounds per cubic foot may be used. GSI can provide estimated vertical loads or pressures on buried pipe, :f required by design procedure. Settlement Settlement of the sewer line is a function of the state of the soil underlying the sewer line. Due to presence of dense to very dense materials (based on data obtained from GSI' s exploratory borings) underlying the site, the settlement of the sewer line would be negligible. sulfates and Boil E:naaaion Soils are considered "very Low" in expansion potential. Soil sulfate content tested low, but could vary. Test results are summarized in Appendix B. • Geo&oils, Inc. Adams • Streeter Page 6 April 30 , 1993 W.O 2567-A1-OC • Trench Backfill Criteria The trench backfill should be brought to near optimum moisture content and then compacted to obtain a minimum relative compaction of 90 percent of the laboratory standard (ASTM D-1557-91) . Inspection, probing and testing should be accomplished during backfilling and compacting operations. Pavement Design Based upon an R-value of 30 , the California Department of Transportation (Caltrans) design method, and a range of traffic indices between 5 and 8 , the following pavement sections for replacement pavement along the sewer line alignment are presented: • Recommended Minimum Asphalt Pavement sections Recommended Minimum Thickness (inches) Alternative Traffic Index Asphaltic Concrete Aggregate Baste Tull Depth AC 5 3 . 0 6.0 6.0 6 3 . 5 8.0 7.5 7 4. 0 10.5 9 . 5 8 4 . 5 12. 5 11. 5 These are minimum design sections; replacement pavement sections should be equal to or greater than the existing pavement sections. The aggregate base should consist of crushed rock with an R-value and a gradation in accordance with Class 11 aggregate base (Section 26 of the Standard Cal/Trans Specifications) or crushed aggregate base (Section 200. 0. 0 of the Standard Specifications for Public Works Construction) . The aggregate base should be compacted to at Geosoils, Inc. Adams * Streeter Page 7 April 30 , 1993 W-0 2567-A1-OC • least 95-percent relative compaction of the appropriate maximus, density laboratory standard. INVESTIGATION LIMITATIONS The materials encountered on the project site and utilized in the laboratory investigation are believed representative of the tcta- area ; however, soil materials vary in characteristics between borings and excavations. Since the investigation is based upon the site materials observed, selective laboratory testing and engineering analyses, the conclusions and recommendations are professional opinions. These opinions have been derived in accordance with current standards of practice and no warranty is expressed or implied. • GSI sincerely appreciates the opportunity to be of service. If you have any questions pertaining to this report, please call . Respectfully submitted, Geosoils, Inc. By: � • By: .cam e 61�tsip Ed*ard L. Burrows Alan J 'Aossup Engineering Geologist, Civil Engineer, RCE �00 � CEG 1750 Geotechnical Engineer, FA/ELB/AJJ/sms Encl . Appendix A - Log of Exploratory Borings Appendix B - Laboratory Testing Procedures and Laboratory Test Results Plate 1 - Site Plan Dist (6) Addressee • Geosoils, Inc. Adams • Streeter Page 9 April 30 , 1993 W.O 2567-A1-Oc APPENDIX A FIELD EXPLORATION Subsurface conditions were explored by drilling two (2) exploratory borings to a maximum depth of 26 . 5 feet at locations shown cn =.`.e enclosed- site plan, Plate 1 ( in pocket) . Borings 8-1 and 3-2 were drilled with an eight-inch diameter, hollow stem auger type dr_:: rig. At the completion of drilling, the borings were backfi::ed with materials removed from the excavations. The drilling operation was supervised by a GSI staff geologist, who continuously logged the borings and classified the soils encountered by visual examination in accordance with the Unified Soil Classification System, as presented on Plate A. Ring samples and standard penetration samples were taken at frequent intervals • during the drilling of the borings. Samples taken by hollow stem auger were obtained by driving a ring sampler with successive blows of a 140-pound hammer dropping from a height of 30 inches. The "Blows/Ft" column on the boring log plates indicates the blows required to drive the samples and the standard penetration sampler in 6-inch increments. Relatively undisturbed soil samples were retained in a series of brass rings, each having an inside diameter of 2 . 365 inches and a height of 1.00 inch. The split spoon samples (SPT) were retained in plastic bags. Bulk samples of the soils were also collected for additional classification and testing. Samples were transported to our laboratory for examination and testing. • ""soils, Inc. UNIFIED SOIL CLASSIFICATION SYSTEM CONSISTENCY OR RELATIVE =ENS, Muer atvwser Ct om T,9fmt s'4f CRITERIA Gw, ' weU.F+o.a Fs aeO pa.�r u �y uaa wmsaoa. uew or ne der • ? - " '; Poon tna4a pvv4s cad mumfree. Ltd•or no Standard Penetration Te■t 3 Z: �Y Pe:ItL�Ltcn = ^ - Reststanc: K :�::a::•s Silty Qs"mu. Pvv4re4ed-dt CM m»mm ,otow6sffti �:ts::, i . CC RvVerree4•CSY V� :.'1' ..^S' A_10 CCS:- ? SW WWI-vmw am=kttfslusL e �Vitamin, 10-30 tea a a °°0Or 30-10 f s : Poe >50 SP m.04040 reds ted aewiiY v L A S O � I foot_ ILRL Q ea Yn i : i SM Siler madL uad-sk tammnr G I N 3 i SC Claves U04L tele-dtY emmm i Wovan aid, -in►ism'" ML tom door. nkv or newt,ear rept Lowy curs of{Oar an 3 S , CLmedrm vola ey. 0evsiiv I Standard Peastmi en Test a g 3 I y�="L Sam oral. Penarauoe tineontinwx Cam=— Anoint:! N SLrtaitn OL I onaggen M"0s 4i�rn ss»� (bic"ift) Co M=cy (to=u `) Tom"=NkeL ==moms ar <2 Ven soft dms eros 4r nks I 2-d Soft 05.0.10 dig "Mage air A$ Medium 0.30-1.00 yam,,sig„t if>a Pyr. 8-15 Sdfff :.00-200 i 8 fall dors 15-30 Very stiff :.00-A.00 >30 Hard >4.00 OR O vd mad'a Hghb Orem sack I I Part t, =&me alar web magig ,N. wa w to e ut"hod CAN" Wei so" Sin or Clay So t alarsd carni its i Csafw 1 morin : Ift MOISTURE CONDITIONS MATERAIL QUANTITY OTHER SYMHOI Ory as M N ewes: dwety. a" to tae valms Creta 0 - S i C Core marl• Sl/tatty nolw aettnn rNetwrr cometh few ! -to s s Spry aewle waist for anon sto" "*let roar-oatiQ N/KYra consent little t0 -25 a E Wit 640010 Van fo/tt aosve los/sawn ms/sttw'e content mr 29 -As s = araum msr Sat visible free lever. color laMw teen SMIO L00 prOeMaT: (grown note. oralte evret7. forwn Nie). Calor. lreleturs. Cenm/mvmemy or relative aw/r/ty • ale/t/erwal Segments. pear. OreeerO at room. site. tyenn. cast= tfalame amnialee.evc. iIA/Lt: sena Ltrl, fine to madim ireIrma. erwn. sale!. Items. Crew silt. little rine travel few emblem es tos- to Nis. msec nm/r rests ane rostrate PLATE A BORING LOG 0e080ils, Inc. W.0. 2567-Al- PROJECT: BORING B-1 SKEET 1 CP 1 CALLS ARROYO SEWER LINE DATE EXCAVATED 4-6-93 Sample DRILLING NETACO 811 HOLLOW STEN = Standard Ppytration TH[ _ ELEVATION Go u \ I '� Undisturbed, Ring Safti* LOGGED ET °A L— n Description of Material ^� Asphaltic Concrete and Base: Silty Sand, brown, moist, dense Sandy Clay, brown, very moist, medium stif 5 ' 6 SMA 1.05 . 5 7. 3 '« Silty Coarse Sand with few Clayey laminae, .7 Spj brown, moist, medium dense, 5 1« trace of fine gravels 10� • 4 SWi 5 .4 - Gravelly Coarse Sand, brown, very moist, 0/21 very dense, gravels fine to coarse grained I ! M l 1 13 SW ; 122 . 4 6. 3 Same as above, trace of cobbles 25 ` 30 I 20 � 4 No Recovery 1 3 4 I � _ ! I I I25� 10 No Recovery 28 NOTAL DEPTH 26.51 j GROUNDWATER @ 14' CAVING 8 81 HOLE WAS BACKFILLED 4e08cile, Inc. CALLS ARROYO SEWER LINE PLATE A-1 BORING LOG 0eO8Oils, Inc. ..a. 2567-Al- PROJECT: BORING 9-2 SWEET 1 �F 1 CALLS ARROYO BMR LINE DATE EXCAVATED 4-6-93 Sample DRILLING NETNOo 81, ROLLOA STEN Stanoara Penetration Teat ELEVATION Go _ j Y IA y O C �x ® Untliaturtwtl, Ring Sam(* LOGGED BY FA WI` a nom, m may , >g Description of Material I r Asphaltic Concrete and Base: Silty Sand, light brown, moist, dense I � i s, 8 SMA 113 . 0 8 . 1 �; Silty Sand, orange brown, moist, dense Witt 10 SP - clay laminaes 30 1 1O1 6 SW 4. 1 Gravelly Coarse Sand, medium brown, moist, 10 dense, gravels fine grained 12 i 1 I � 15 24 SWI 111. 6 16. 0 Same as above TOTAL DEPTH - 16. 5' GROUNDWATER @ 15' CAVING @ 8' HOLE WAS BACKFILLED i2O i I 125 GeOsOils, Inc. CALLS ARROYO 8El1ER LINE ouTE A-2 A�PENDI% B LABORATORY TESTING PROCEDURES AND LABORATORY TEST RESULTS • • Geosoils, Inc. Adams + Streeter Page 11 April 30 , 1993 W.0 2567-A1-OC APPENDIX B LABORATORY TESTS Soils were visually classified in accordance with the Unified Soil Classification System, as presented on Plate A. Field moist-.ire contents and dry unit weights were determined for the ring samples obtained in the field. Field moisture and dry unit weights are shown on Plates A-1 and A-2 . compaction Test To determine the moisture-density relationship of the on-site soils, a compaction test was performed on a representative sample in accordance with ASTM Test Designation D-1557-91. The result is presented in Table B and on Plate B-1. • Shear Test A Shear test was performed on an undisturbed sample, in a strain control-type direct shear machine. The rate of deformation was approximately 0.05 inches per minute. The sample was sheared under varying confined loads in order to determine the Coulomb shear strength parameters, cohesion, and angle of internal friction. The sample was tested in an artificially saturated condition, The result is presented on Plate B-2. Lzpaasion Test An expansion index test was performed on a representative near surface soil sample in accordance with UHC Standard 29-2 . The test results are presented in Table B. • GOOSO 1f, Inc. Adams + Streeter Page 12 April 30 , 1993 N.O 2567-A1-OC • Chemical Testing Chemical testing was conducted to determine soluble sulfate content. The test results are presented in Table B. Grain size Analysis Laboratory grain size analyses were performed on selected samples . The results of these tests (percent passing a204 sieve) are presented in Table B. Consolidation Test consolidation tests were performed on selected ring samples. Tests were performed primarily on materials which would be most susceptible to consolidation under increase loading. Loads were • applied to the sample in several increments in geometric progression, and the resulting deformation were recorded art selected time intervals. Porous stones were placed in contact with the top and bottom of the specimen to permit the release and addition of pore fluid. Inundation of the samples was performed at a load of one kip per square foot. Results of the consolidations test are shown on the enclosed Plates B-3 and 8-4 . • GODSOUS, Inc. Adams * Streeter Page 13 April 30, 1993 M.O 2567-A1-OC • T H H Comcaction Test (A8 TM D-iss791) Maximum optimum Samole LocationDry Density Moisture 8oi Tvn. (Def) Content ($) B-1 @ 0-5 A-Silty Sand, 128 . 0 10 . 0 Expansion index (UBC Standard 29-2) Sample Location Expansion index Expansion Potential B-1 @ 0-5 10 Very Low • Sulfat• Test (California Test Method 417) Samnl• Location soluble Sulfate (k of Dry Sei] Wt. ) B-1 @ 0-5 0. 0320 Gradation Analvsis Sample Location Percent Passim #200 Sieve B-1 @ 0-5 B-1 @ 10, 26. 3 B-2 @ 5 ' 3 . 9 15. 3 • Gto"Jis, Inc. 150 \ 185 \\ %100% Saturation i 1351 I I 138 \ m 125, N N 1201, � I \ I I 10S{II • � lee . I i 95' j 0 1 MOISTURE CONTENT % MAXIMUM CRY CPTIMIUM MOISTURE Boring No. OWTH (feet) Test Method DENSITY, Pef CONTENT 0-1 S. ASTM 0-1557-91 120.0 10.0 LABORATORY MAXIMUM OENSITY TEST PLATE GeoSoils, Inc. --- a - 1 Oaty APR 93 w.a. .. 2567-A1-OC I � 5' « 4. Y � i _ I � j I 2 1 I i ' 0 0 1 4 6 NORML PRESSURE ksf 8orino Depth Nature Cohesion Frie. Angle No. (feet) Test Method Moist. Saturated (Psf) (degree) • 8-1 5.00 UNDISTURBED X 0.0 33.0 SHEAR TEST DIAGRAM PLATE • ! GeoSoils, Inc. Date: APR 93 W.0. : 2587-A1-OC 0 1; I RM 3i 4 I I U 5 I i I I B ii i I NORMft PRESSURE (kef) Boring No. 8-1 Depth (faat)s 15.00 swooles CONSOLIDATION TEST PLATE GeoSoi { s, Inc . Oates APR 93 N.O.: 2587-A1-0C I I , I ! w�e►TE� 711, 2 _ I REBMND4 V $ II � I I 7 I 8 I I q I I NORMAL PRESSURE (ksf) Boring No. 5-2 Depth (fest): 15.00 Sawls: i CONSOLIDATION TEST j PLATE GeoSoils, Inc . -- 5 - 4 Date: APR 93 W.O. : 2567-A1-OC ;EPLAC ENE.' 0A,EMENT _ A.C. R P.C.C. _ E.(I5TIeG 'WHEELCUT OR SAWCUT PA'IEMENT T :5 MIN. • REPLACE'C Pa4EMEr 9' A' a' -L STREE SEE NOTE : : ' .)' '+:N. :.A.B.\;R SL.RP° / AND -SBL= HE?ECN -=AF°:_ �. \� BACKFILL `"A-F'JiAL _NCE= _ O.Su' �// SLUPRY .R ,'N-'RE;1IED :. SEE `,C-E 3. Y V Q L 'WHICHEVEP IS LESS OUT NOT �l/ \� SEOCING MATER'.AL A: PER. SUBSEC-ION LESS THAN .35 1.0' \� 06-1.2.1 OF THE STANDARD SPECIFICATION MIN. MIN. S.E. = 30. _CMPACTEO TO THE SATISFACTI]N OF THE CITY ENGINEER. SEE NOTE 3. SPRING OR O' F 0 L INE"/ O BEDDING MATERIAL 8: 10 BUT NOT LESS UNDISTURBED / THAN 0.5' SAND, CRUSHED ROCK OR CONCPE-E • FOUNDATION / AGGREGATE, MAX GRADATION H0.2. EXISTING STREET TRENCH DETAIL 1. ALL EXCAVATION A140 CONSTRUCTION OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY AND THE 'WORK AREA TRAFFIC CONTROL HANDBOOK (LATEST EDITION). 2. ALL TRENCHES 'WHICH ARE TRANSVERSE OR DIAGONAL TO EXISTING OR FUTURE STREETS (INCLUDING ALL INTERSECTION CROSSINGS). ALL LONGITUDINAL TRENCHES IN THE STREET WITHIN 1.5 FEET OF THE EDGE OF THE GUTTER OR EDGE OF CURB IF THERE IS NO GUTTER. 3. WHERE SLURRY IS NOT REQUIRED FOR BACKFILL AND BEDDING "A" CRUSHED AGGREGATE BASE PER THE STANDARD SPECIFICATIONS SECTION 200-2.2 AND UNTREATED BASE PER SECTION 200-2 OR 400-2 SHALL BE USED. ALL SOIL MATERIALS FOR BACKFILL, BEDDING, AND FILL SHALL BE GRADED PER SECTION 200-2 OR 400-2 FREE ZF 1)CLAY; 2)GREATER THAN 2 FEET ROCK OR GRAVEL; 3)DEBRIS; 4)WASTE; 5)VEGETA8LE AND DELETERIOUS MATTER. SATISFACTORY SOIL MATERIAL THAT MAY BE APPROVED SHALL BE THOSE DEFINED BY ASTM D 2461 AS GW, SP, GM, SM, SW, AND SP. UNSATISFACTORY SOILS ARE GC, SC, ML, MH, CL, CH, OL, OH, AND PT. 4. BACKFILL AND COMPACTION METHODS SHALL CONFORM TO SUBSECTION 306-1.3 OF STANDARD SPECIFICATIONS F'R PUBLIC WORKS CONSTRUCTIONS (CURRENT EDITION), EXCEPT THAT 95% MINIMUM RELATIVE COMPACTION SHALL 3E REQUIRED WITHIN THE STRUCTURAL SECTION AND 0.5 FEET BELOW IT AND 90: COMPACTION IN THE REMAINDER CF THE BACKFILL ZCNE, 5. ALL REFERENCES TO SLURRY SHALL MEAN CLASS 100-E-100 SANO/CEMENT SLURRY. 6. ALL A.C. REPLACEMENT REQUIRES TACK COAT ON EXISTING EDGES AND A SEAL COAT ON THE SURFACE. 1. PRIOR TO PLACING BACKFILL, CALL CITY ENGINEERING DIVISION FOR BEDDING INSPECTION. 8. THE WHEEL OR SAWCUT OF A.C. SHALL BE A STRAIGHT, CLEAN LINE ACCEPTABLE TO THE CITY ENGINEER. 9. 'WHERE EXISTING A.C. EXCEEDS 0.5 FEET IN THICKNESS, ALTERNATE PAVEMENT REPLACEMANT THAN REQUIRED HEREON WILL BE SPECIFIED BY THE CITY ENGINEER. 10. PRIOR TO PERFORMING ANY WORK IN THE PUBLIC RIGHT-OF-'WAY A PERMIT MUST BE CSTAINED FROM CITY _ ENGINEERING DIVISION. • 11. CN ALL HIGHWAYS SHOWN 3N THE MASTER PLAN OF HIGHWAYS THE A+8•8 SHALL BE OF WIDTH SUFFICIENT EN.-LGH TO ACCOMMODATE A SELF-PROPELLED STEEL ROLLER. ma _.---------------------------..................... -------••- ----- ....... V o two' a ne /!.7` is - .,o. /rao• 3 "WmeA' . R.C.C. / V /A' LY�UC'. .P/AVi �*eVCdMD A. 1" h• t/M a1 /1.Zt E•C. 1171. A/*463. 67 /771. b 0O/•407 cmw W/!. X i CEOd"NQ r'! AA/O &~A4C! AV OX .14"Or O .1ET /-I-/. TA"drlo AF.c.C. tW6O9' • AET O !. AYI/L / 771i A.C.E. //160! TR. ND. 9030 �• R __ _ mow ftb� i \\ Alp 4094" / e.C. Alr7W "-Saat /Z.aO OIO' AND ,(✓,IlNE,t _ � .l C.l. AOfOI /Z•dl� /Z.OD Amt. A/►*/. me 7mg l.l•!. /Of O! � LBT� • jrT ig!• .W/C / ?AV Al.C.1. AOKC! -• i x as/iscco x GOT 3 .� d174 /s t f 7. 03 /Z.Q7 1r.40' GOT t /ZAO /T.Gti r17I. /1+3t. 03 97. !3' GOr 7 At j Z.00 �0. lTA. // f As. 03 cot /- e/3.es ' Five 1 2R. M. 9030