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1994-0921_COLICH / SONS_Contract 4, RECORDED AT REQUEST OF AND RETURN TO: City of San Juan Capistrano Recorded in the County of orange, California City Clerk's Office Gary L. Granville, Clerk/Recorder 32400 Paseo Adelanto IINNIIIIIIHNiIIIIIIIINNNIIIIIIIINVIIIIIIIINNNIIIIIItH No Fee San Juan Capistrano, CA 92657 19950441935 12:05pm 10/06/95 29 RECORDING FEES EXEMPT DUE TO 005 1 7.05 0. 04 .613 N12 1 7.00 0.00 0.00 0.00 0.00 0.00 G9VERNMENT CCIK SECTION 6103 herylJohuson ity erk San Juan Capistrano, A 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 Cohch&Sons, 547 West 140th Street,Gardena,California 90248,for the performance of the following work: CONSTRUCTION OF TRABUCO DE LA VISTA SEWER FROM ALLPAZ STREET TO CALLE SANTA BARBARA \(� That said work was completed on July 11, 1995, 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 5th day of September, 1995, by Resolution No. 95-9-5-1. / That upon said contract, Safeco Insurance Company of America was surety for the bonds given by the said company as required by law. Dated at San Juan Capistrano, California, this 6th day of September, 1995. I - Cheryl Johnson, C# Clerl 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 tme 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 6th day of September, 1995. Cheryl Johnson, C' Cier City of San Juan Capistrano RECORDED AT REQUEST OF AND RETURN TO: Recorded in the County of Orange, California City of San Juan Capistrano Gary` ``L. au{Granville, Clerk/Recorder City Clerk's Office IIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII No Fee 32400 Paseo Adelanto 19950401841 04:30 09/15/95 San Juan Capistrano, CA 92657 508 006791 17 21 MB6 N12 1 0 7.00 0.00 0.00 0.00 0.00 3 Cheryl Johnsod/CiW Clerk San Juan Capistrano, CA NOTICE OF COMPLF.TTON n� NOTICE IS HEREBY GIVEN that a contract was heretofore awarded by the City Council of the City of San Juan Capistrano, California, Y to Colich& Sons, 547 West 140th Street, Gardena, California 90248, for the performance of the following work: CONSTRUCTION OF TRABUCO DE LA VISTA SEWER FROM ALIPAZ STREET TO CALLE SANTA BARBARA N That said work was completed on July 11, 1995,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 5th day of September, 1995,by Resolution No. 95-9-5-1. That upon said contract, Safeco Insurance Company of America was surety for the bonds given by the said company as required by law. Dated at San Juan Capistrano,California,this 6th day of September, 1995.� / Cheryl Johnso , City Oerk 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 6th day of September, 1995. 062� Cheryl Johnson, C Cleik City of San Juan Capistrano c +v y�s< p co�c� cm to cc^T3m O < azy� y„ o z S �. to GJ1 CONTRACT This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as "CITY' and Colich and Sons, hereinafter referred to as "CONTRACTOR." IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: FIRST. CONTRACT DOCUMENTS. The contract documents shall be considered to include the Notice Inviting Bids, the Instructions to Bidders, the Proposal, the Bid Bond, the Non-Collusion Affidavit, the Designation of Sub-Contractors, the Contract which is prepared for execution by the CITY and the CONTRACTOR. Plans, Specifications and Special Provisions, the Standard Specifications for Public Works Construction 1991 Edition, including all Supplements, Contract Bonds, Resolutions adopted by the CITY pertaining to the work, insurance policies and certificates, and any supplemental written agreements amending or extending the scope of the work originally contemplated that may be required to complete the work in a substantial and acceptable manner. SECOND. THE WORK. CONTRACTOR agrees to furnish all tools, labor, material, equipment, transportation, and supplies necessary to perform and complete in good and workmanlike manner the construction of Trabuco De La Vista Sewer from Alipaz Street to Calle Santa Barbara 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. -1- FOURTH. COMMENCEMENT AND COMPLETION OF THE WORK. CONTRACTOR agrees to begin and complete the work within the time specified in the Notice Inviting Bids. It is agreed that it would be impractible and extremely difficult to fix the actual amount of damages, and loss sustained by CITY, should CONTRACTOR fail to complete the work in the specified time; therefore, CONTRACTOR shall pay CITY, as liquidated damages, not in the nature of a penalty, Two Hundred Fifty Dollars ($250) per calendar day for each day delayed; provided that extensions of time with waiver of liquidated damages, may be granted as provided in the Specifications. FIFTH. PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment of all labor and material used under this contract, as required by the laws of the State of California, on forms approved by the CITY. The Performance Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and shall be conditioned on full and complete performance of the contract, guaranteeing the work against faulty workmanship and materials for a period of one (1) year after completion and acceptance. The Labor and Material Bond shall be for an amount of one hundred percent(100%) of the amount of this contract and shall be conditioned upon full payment of all Labor and Material entering into or incidental to the work covered by this contract. CONTRACTOR agrees to furnish the bonds on the forms found within the Specifications. CONTRACTOR agrees to pay CITY such sum as the Court may judge as reasonable for the legal services of any attorney representing the CITY in any action brought to enforce or interpret the obligations of this agreement, and such sums shall be made a part of any judgment in such action against CONTRACTOR if such action is determined in favor of said CITY. The required Performance, Labor and Materials Bonds, and Bid Bond shall provide that the surety shall pay attorney's fees incurred by CITY in enforcing this agreement. -2- 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 wgpAs, as determined by the Director of the State Department of Industrial Relations, are on file in the Office of the City Clerk, 32400 Paseo Adelanto, San Juan Capistrano, California, and are hereby incorporated and made a part hereof. CONTRACTOR agrees that he, or any SUB-CONTRACTOR under him, shall pay not less than the foregoing specified prevailing rates of wages to all workmen employed in the execution of the contract. SEVENTH. INS�C. CONTRACTOR shall maintain at all times during this contract liability and property damage insurance naming the CITY and its elected and appointed officials as a named insured, which such policies shall be of an amount not less than One Million Dollars combined single limit. Insurance certificates shall be for a minimum period of one year. CONTRACTOR shall maintain in full force and effect comprehensive automobile liability coverage, including owned, hired, and non-owned vehicles in the following minimum amounts: $500,000 property damage; $500,000 injury to one person/any one occurrence/not limited to contractual period; $1,000,000 injury to more than one person/any one occurrence/not limited to contractual period. The insurance policies shall bear an endorsement or shall have an attached rider providing that in the event of expiration of proposed cancellation of such policies for any reason whatsoever, the CITY shall be notified by registered mail, return receipt requested, giving a sufficient time before the date thereof to comply with the applicable law or statute but in no event less than 30 days before expiration or cancellation is effective. CONTRACTOR shall provide to CITY the policy certificate establishing that the required level of insurance has been satisfied. CONTRACTOR shall indemnify and save harmless the CITY, its officers, agents, and employees from and against any and all claims, demands, loss or liability of any kind or nature which CONTRACTOR, its officers, agents and employees may sustain or incur or which may be -3- imposed upon them or any of them for injury to or death of persons, damage to property as a result of, or arising out of, or in any manner connected with the performance of the obligations under this contract. EIGHTH. COMPLIANCE WITH OTHER PROVISIONS OF LAW RELATIVE TO PT TBLIC CONTRACTS. CITY is subject to the provisions of the Government Code and the Labor Code of the State of California. It is stipulated and agreed that all provisions of law applicable to public contracts are a part of this contract to the same extent as though set forth herein and shall be complied with by CONTRACTOR. These include, but are not limited to, the stipulation that eight(8) hours labor constitute a legal day's work and CONTRACTOR shall, as a penalty to CITY, forfeit Twenty-five Dollar ($25) for each workman employed in the execution of the Contract by CONTRACTOR, or by any SUB-CONTRACTOR, for each calendar day during which such 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. -4- IN WITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of CITY, pursuant to City Council action, and by CONTRACTOR on the date set before the name of each. City of San Juan Capistrano DATED: 9 a/—�1 `/ BY: 4 �j� MAY QOLICH & SONS BY: CONTRACTOR � TOM P. COUCH SEC.(CHIEF FIN. OFFICER COLICH BROTHERS INC,_ ATTEST: Cheryl John n, Vy Clerk APP,RQVED AS TO FORM: kic and K. Denhalter, Ci y Attorney a:\brian\colich.con�� �� -5- CONSENT CALENDAR It was moved by Council Member Jones, seconded by Council Member Swerdlin, that the staff recommendations be accepted for the following items listed on the Consent Calendar. The motion carried by the following vote: AYES: Council Members Campbell, Hart, Jones, Swerdlin, and Mayor Nash NOES: None ABSENT: None 1. APPROVAL OF CITY COUNCIL MINUTES - F r ir. R MEETING OF AUGUST L 1995 The Minutes of the Regular Meeting of August 1, 1995, were approved as submitted. 2. RECEIVE AND FILE WARRANTS OF AUGUST 16. 1995 (300301 The List of Demands dated August 16, 1995, in the total amount of $917,520.51 was received and filed. 3. RECEIVE AND FILE CASH BALANCES BY FUND FOR JULY Y 1995 X330.501 • The City Treasurer's Report of Cash Fund Balances for the month of July 1995 in the total amount of$273,983.55 was received and filed. �4. RESOLUTION,NOTICE OF COMPLETION AND FINAL REPORT-TRARUCO DE LA VISTA SEWER FROM I-TPA7 STREET TO CALLE SANTA BARBARA (TRABUCO SEWER EMERGENCY RFPAERS) (60Q,30) As set forth in the Report dated September 5, 1995, from the Engineering and Building Director, the following Resolution was adopted declaring the construction of a bypass to the damaged sewer crossing on Trabuco De La Vista from Ahpaz Street to Calle Santa Barbara to be complete: RESOLUTION NO. 95-9-5-1- COMPLETION OF TRARUCO DE LA VISTA SEWER FROM AL IPAZ STREET TO CAIJ.R SANTA BARBARA-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 TRABUCO DE LA VISTA SEWER FROM ALIPAZ STREET TO CALLE SANTA BARBARA • City Council Minutes -3- 9/5/95 The Resolution accepted the work as complete in the amount of$446,688.95 and directed the City Clerk to forward a Notice of Completion to the County Recorder. Staff was authorized to release the 5% retention in the amount of$22,334.45 thirty-five (35) days after recording the Notice of Completion. 5. AWARD OF CONTRACT - INSTALLATION OF DRAINAGE IMPROVEMENTS ON CALLE DELGADO (BOB WETZEL CONCRETE, INC,) (600 30) As set forth in the Report dated September 5, 1995, from the Engineering and Building Director, the contract for the installation of drainage improvements on Calle Delgado was awarded to the lowest responsible bidder, Bob Wetzel Concrete, Inc. in the amount of $9,624. All other bids were rejected. The Mayor and City Clerk were authorized to execute the contract on behalf of the City. 6. EXTENSION OF AGREEMENT - CROSSING GUARD SERVICER (ALL CITY MANAGEMENT. INC.) (600,30) As set forth in the Report dated September 5, 1995, from the Chief of Police Services, the Amendment to the Agreement with All City Management Services, Inc. was approved extending the contract for a one-year period beginning September 1, 1995, through August 31, 1996, for the provision of crossing guard services at Ambuehl, Del Obispo, and San Juan Elementary Schools, at a total cost of$33,200. The Mayor was authorized to execute the Amendment on behalf of the City. • 7. CONSIDERATION OF CONTRACT - TRAUMA INTERVENTION PROGRAM- INC, RO . AM_INC. (600.30) As set forth in the Report dated September 5, 1995, from the Chief of Police Services, the contract with Trauma Intervention Programs, Inc. (TIP) was renewed for the provision of volunteer trauma intervention response to critical incidents for fiscal year 1995-96 in the amount of$3,396.72. The TIP program was initially brought before the City Council during the 1994-95 mid-year budget review; however, commencement of the program was delayed because of recruitment and training issues- The Mayor was authorized to execute the contract on behalf of the City. 8. PROPOSED WAIVER OF CITY FEES - CALLE LUCANA LANDSLIDE PROPERTIES 090.301 As set forth in the Report dated September 5, 1995, from the Engineering and Building Director, all City fees totaling $25,830 associated with the slope repair, demolition, and reconstruction of the following homes damaged by the Calle Lucana landslide were waived: 26371 Calle Lucana, 26375 Calle Lucana, 26381 Calle Lucana, 26391 Calle Lucana, and 26392 Via Alano. City Council Minutes -4- 9/5/95 AGENDA ITEM September 5, 1995 TO: George Scarborough, City Manager FROM: William M. Huber, Director of Engineering&Building SUBJECT: Resolution, Notice of Completion and Final Report - Trabuco De La Vista Sewer from Alipaz Street to Calle Santa Barbara (Trabuco Sewer Emergency Repairs) (Colich and Sons) RECOMMENDATION By Resolution, determine that the work for the Capital Improvement Project, Trabuco De La Vista Sewer from Alipaz Street to Calle Santa Barbara, has been completed, and declare the work to be accepted; direct the City Clerk to forward a Notice of Completion to the County Recorder for recording and authorize Staff to release the 5 percent retention in the amount of$22,334.45 thirty- five (3 5) days after the recordation of the Notice of Completion. SITUATION A. Summary and Recommendation The 1992-1993 winter storms damaged the City's sewer crossing of Trabuco Creek in the vicinity of Mission Street. This project consists of the construction of a bypass to the damaged crossing. The construction of this project has been completed to the satisfaction of the City Engineer and is ready for acceptance by the City Council and recordation of a Notice of Completion with the County Recorder. B. Backg.or and The City of San Juan Capistrano operates a 15" diameter sewer in an easement adjacent to Trabuco Creek along the east side of the creek. This is an important City sewer facility serving a substantial area of the City to the north of this area, as well as Capistrano Villas. In the vicinity of Mission Street the sewer crosses Trabuco Creek to Alipaz Street and ultimately to the SERRA Treatment Plant in Dana Point. The sewer crossing of Trabuco Creek was damaged in the winter storms of 1992-1993. Although it is now operational again, it is highly susceptible to further storm damage. FOR CITY COUNCIL AGEND 'DI J AGENDA ITEM September 5, 1995 Page 2 As a result of the winter's storm damage, the City hired Harris and Associates to design an alternate sewer. Most of this work is permanent reconstruction, however, a small part will be temporary. Ultimately, the City wishes to construct a new sewer the full length of Avenida De La Vista. The new sewer crossing of Trabuco Creek is in the vicinity of Ramos Street downstream of the existing crossing where the channel is lined and where the sewer crossing will be protected. This phase of the project was constructed in January 1994. In February 1994, the City entered into a License Agreement with Mr. Hideo Shibata. This agreement allows the temporary construction of some buried pipelines and a buried temporary pumping station adjacent to Trabuco Creek on Mr. Shibata's property. The new siphon and sewer were put into use on May 4, 1995, and serve the Capistrano Villas. The temporary pump station was put into use July 11, 1995, and serves the equestrian facilities along Avenida De La Vista and the area of the City, north of Oso Road. Two further City Capital Improvement Projects are necessary. The first to construct a 15" diameter sewer in Avenida De La Vista from Calle Santa Barbara to Oso Road was awarded on July 18, 1995. The second to provide a pumping station for the equestrian facilities in is design. COMMISSION/BOARD REVIEW. RECOMMENDATIONS The project was reviewed by the Environmental Review Board on February 8, 1994, the Los Rios Review Committee on February 24, 1994 and the Planning Commission on March 22, 1994. City Council certified the mitigated negative declaration for this project at its meeting of May 17, 1994. FINANCIAL CONSIDERATIONS The contract bid was $439,096.00. Three Contract Change Orders were issued: CCO No. 1, for a savings of$30,787.64; CCO No. 2, for an increased cost of$10,780.70 and CCO No. 3, for an increased cost of $26,271.89. The final contract cost was $446,688.95, an overall increase of $7,592.95 or 1.7%. AGENDA ITEM September 5, 1995 Page 3 A summary of final costs is as follows: Preliminary Engineering Report (Harris and Associates) $ 15,000.00 Project Design (Harris and Associates) 91,953.00 Utility Potholing (Miller) 3,700.00 TV Inspection (Empire) 1,180.00 Title Report 300.00 Property Lease, May 1994 - July 1995 (Shibata) 8,000.00 Ramos Street Siphon Construction (Cherrington) 175,142.04 TV Inspection of Siphon (Empire) 800.00 Temporary Pump Station (Aqua) 35,775.00 OCFCD Siphon Permit 1,135.00 OCFCD Storm Drain Permit 1,002.00 SDG&E 3,457.00 Main Construction Contract (Colich and Sons) 446,688.95 Pump Station Inspection (Harris and Associates) 9,660.00 Geotechnical Inspection and Testing(Leighton and Associates) 7,072.00 OCFCD Inspection 100.00 City Administration and Inspection 5-700.00 Project Total $806,664.99 Emergency funding from FEMA has been received in the amount of$417,000. Funds for the project have been budgeted in Account No. 12-63500-4717-700. NOTIFICATION Colich and Sons Mr. Hideo Shibata Ms. Patty Harris ALTERNATE ACTIONS 1. Accept the improvements. 2. Do not accept the improvements. 3. Refer to Staff for additional information. AGENDAITEM September 5, 1995 Page 4 RECOMMENDATION By Resolution, determine that the work for the Capital Improvement Project, Trabuco De La Vista Sewer from Alipaz Street to Calle Santa Barbara, has been completed, and declare the work to be accepted; direct the City clerk to forward a Notice of Completion to the County Recorder for recording and authorize Staff to release the 5 percent retention in the amount of$22,334.45 thirty- five (3 5) days after the recordation of the Notice of Completion. Respectfully Submitted,��/�"'°" _ Pre azed by William M. Huber, P.E. Brian Perry, P.E. Director, Engineering and Building Project Manager WMH/BP:ssg a:\hldtrb.bp RESOLUTION N0. 9s-9-s-i COMPLETION OF TRABUCO DE LA VISTA SEWER FROM Ai IPAZ STREET TO CALLE SANTA BARBARA (COLICH AND ONS) 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 TRABUCO DE LA VISTA SEWER FROM ALIPAZ STREET TO CALLE SANTA BARBARA (COLICH AND SONS) WHEREAS, on the 4th day of October, 1994, the City of San Juan Capistrano entered into a contract with Colich and Sons, 547 West 140th Street, Gardena, California 90248, for construction of the Trabuco de la Vista sewer from Alipaz Street to Calle Santa Barbara; 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 1. That the work required to be performed by said Contractor has been completed. SECTION 2. That the total cost of said work is in the amount of$446,688.95. 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 ADOP'T'ED this Sth day of September 1995. CAROL ICY. TASH, MAYOR ATTEST: CITY CLE -t- STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss CITY OF SAN JUAN CAPISTRANO ) I, 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. 95-9-5-1 adopted by the City Council of the City of San Juan Capistrano, California, at a regular meeting thereof held on the 5th day of September 1995, by the following vote: AYES: Council Members Jones, Hart, Campbell, Swerdlin and Mayor Nash NOES: None ABSTAIN: None ABSENT: None (SEAL) r2QYj� CHERYL JOF04SOX, CITY CLERK -2- 1. APPROVAL OF CITY COUNCIL MINUTES OF SEPTEMBER 6. 1994 The Minutes of the Regular Meeting of September 6, 1994, were approved as submitted. 2. APPROVAL OF COMMUNITY REDEVELOPMENT AGENCY 1TF OF SEPTEMBER 6. 1994 The Minutes of the Regular Meeting of September 6, 1994, were approved as submitted. 3. RECEIVE AND FILE WARRANTS OF SEPTEMBER 8. 1994 (300.30) The List of Demands dated September 8, 1994, in the total amount of$931.76, Warrant No. 52037, and the List of Demands dated September 8, 1994, in the total amount of $138,469.40, Warrant No. 52150-52219, were received and filed. 4. RECEIVE AND FILE INVESTMENTS AS OF AUGUST. 1994 (350 30) The City Treasurer's Report of Investments as of August 31, 1994, in the total amount of $13,448,626.78, was ordered received and filed. --� 5. AWARD OF CONTRACT - TRABUCO/DE LA VISTA SEWER FROM ALIP 7 STREETTO CALLE SANTA BARBARA (TRABUCO SEWER EMERGENCY REPAIRS60 30 As set forth in the Report dated October 4, 1994, from the Director of Engineering and Building, the contract for the Trabuco/De La Vista Emergency Sewer Repairs from Alipaz Street to Calle Santa Barbara was awarded to the low responsible bidder, Colich& Sons, in the amount of$439,096. All other bids were rejected. The Mayor and City Clerk were authorized to execute the document on behalf of the City. 6. RESOLUTION APPROVING AMENDMENT NO 5 TO THE SOUTH EAST REGIONAL E .L ATION AUTHORITY JOINT POWERS AGREEMENT - MODIFICATION TO QUORUM REQUIREMENTS (600.50) As set forth in the Report dated October 4, 1994, from the Director of Engineering and Building, the following Resolution was adopted approving Amendment No. 5 to the South East Regional Reclamation Authority Joint Powers Agreement to change the number of Directors of the SERRA Board necessary to constitute a quorum from 3/4 of the Directors to 2/3 of the Directors: City Council Minutes -3- 10/4/94 CITY OF SAN4WAN CAPISTRANO CONTR#JT CHANGE ORDER 1 Change Order No. 2 Page 1 of 4 Beginning Contract Date November 30, 1995 Date March 7, 1995 Contract Amount $439,096 Project No. 12-65300-4717-700 Previous Change Orders ($30,787.64) Location Trabuco De La Vista sewer, Alipaz This Change Order $10,780.70 Street to Calle Santa Barbara Adjusted Contract $419,089.06 ITEM DECREASE IN INCREASE IN NUMBER DESCRIPTION OF CHANGES CONTRACT PRICE CONTRACT PRICE 1. By City letter dated January 18, 1995 the contractor was directed to provide 20 lineal feet reinforced concrete encasement to the existing 8" sewer in Ramos Street where crossed by the new 15" sewer Labor $1,154.72 20% Markup $230.94 ' A` $1,385.66 Equipment $279.13 _. ;U'i7L7CJ 15% Markup $41.87 $321.00 Materials $392.50 15% Markup $58.87 $451.37 $2,158.03 $2,158.03 An extension of time of 1.5 days is associated with this work 2. It was necessary to locate the proposed manhole connection to the existing double 12" HDPE siphon at Sta 7+14.34 different from the plan location to avoid a backfall condition connecting to the existing 15" dia. sewer. ACCEPTANCE DATE Accepted by 3� Colich&Sons Recommended by a � � Brian Perry, Senior Civil Engineer Approved byw William M. Huber, Director of Engineering & Building CITY OF SAN#AN CAPISTRANO CONTR*T CHANGE ORDER Change Order No. 2 Page 2 of 4 Date March 7, 1995 Project No. 12-65300-4717-700 Location Trabuco De La Vista sewer, Alipaz Street to Calle Santa Barbara ITEM DECREASE IN INCREASE IN NUMBER DESCRIPTION OF CHANGES CONTRACT PRICE CONTRACT PRICE 2. continued Labor $1,476.64 20% !Markup $295.33 $1,771.97 Equipment $515.04 15% Markup $77.26 $592.30 $2,364.27 $2,364.27 An extension of time of 1 day is associated with this work 3. Reinforced concrete was encountered in the sewer trench at Sta.12+25 requiring breakout Labor $822.31 20% Markup $164.46 $986.77 Equipment $224.11 15% Markup $33.62 $257.73 $1,244.50 $1,244.50 An extension of time of 1 day is associated with this work ACCEPTANCE DATE Accepted by 3s 1- Colich &Sons Recommended by 3 � kS Brian Per , Senior Civil Engineer A r pp oved by William M. Huber, Director of Engineering & Building CITY OF SAN6JAN CAPISTRANO CONTR#T CHANGE ORDER 6 Ciq� 30 (f200-<2-17 Change Order No. 2 Page 4 of 4 Date March 7, 1995 OE TCi " /D6�0 Project No. 12-65300-4717-700 31 x,{/95 Location Trabuco De La Vista sewer, Alipaz Street to Calle Santa Barbara ITEM DECREASE IN INCREASE IN NUMBER DESCRIPTION OF CHANGES CONTRACT PRICE CONTRACT PRICE 6. At the existing manhole at Sta. 1+00 on the pump station inlet sewer the existing pipes were foun to be too close together to permit the new connection. A new manhole was therefore necessary immediately downstream from the existing manhole. 60" dia manhole per City Standard Plan S-2 approximately 15 feet deep per bid item 16 $2,500 An extension of time of 3 days is associated with this work 7. An extension of time of 2 corresponding calendar days is associated with the foregoing working days extensions of time for a total of 11 calendar days. Change In Contract Price Due to This Change Order $0 $10,780.70 Net Change In Contract Price $10,780.70 TIME SCHEDULE ACCEPTANCE DATE , Total Contract Days 90 Accepted by GSL i / . Conch &Sons Amount Prior CCO'(s) 13 Amount This CCO 11 Recommended by 35 rian Perry, Senior Civil Engi er Adjusted Contract Days 114 `� New Date of Completion 3/24/95 Approved by William M. Hub r, / Director of Engineering & Building aown • I' MEMBERS OF THE CITY COUNCIL COLLEHE CAMPBELL WYATT HART n opmot p GILJONES IS mAIIN"a 1961 CAROL"HASH //��1776 DAVID SWERDUN February 15, 1995 /• Cm MANAGER NA GEORGE SCARBOROUGH Colich and Sons Attention: Ted Polich 547 West 140th Street Gardena, CA 90248 Re: Trabuco De La Vista Sewer, Alipaz Street to Calle Santa Barbara Dear Mr. Polich: I have received your letter dated February 8, 1995, regarding extension of contract time. Inclement Weather This letter constitutes approval of your request for an extension of time of thirteen calendar days due to inclement weather. The new completion date is therefore, March 13, 1995. Contract Change Order No. 2 Extension of time related to additional work forms part of the change order. Contract Change Order No. 2 includes the following additional work items: Work Item Delav 1. 8" pipe encasement 2. Siphon location 1 day 3. Remove existing concrete i 1.5 day 4. Relocate 4" lateral J 5. Survey delays 1.5 day 6. Additional 60" manhole Preliminary Total 4 days Please review items No. 1 and 6 for potential contract delays at your earliest convenience. truly yours, rian Perry Senior Civil Engineer BP:ssg cc: Cheryl Johnson brian\2-1 4trablet 32400 PASEO ADELANTO. SAN JUAN CAPISTRANO, CALIFORNIA 92675 0 (714) 4931171 r d«wrI L I,I MEMBERS OF TME CITY COUNCIL COU-ENE CAMPBELL GARY L HAUSOORFER ® GILJONES p uK inulMllrtl CAROLYN NASH a IaulmG 1961 JEFF JEFFVAsouEz 1776 • • CITY MANAGER GEORGE SCARBOROUGH REVISED VERSION Please sign, date and return. Thank you. NOTICE TO PROCEED TO: Couch& Sons 547 West 140th Street Gardena, Cslifornia 90248 Project: Trabuco de la Vista Sewer from Alipaz Street to Calle Santa Barbara Amount of Contract: $439,096.00 You are hereby notified to commence work on the referenced contract on November 30, 1994, and to fully complete all of the work of said contract within 90 consecutive calendar days thereafter. Your completion date is February 28, 1994. The contract provides for an assessment of the sum of$250.00 as liquidated damages for each consecutive calendar day after February 28, 1994, that the work remains incomplete. Dated this 28th day of November, 1994. Cheryl Johnson Citv Clerk ACCEPTANCE OF NOTICE Receipt of the foregoing Notice to Proceed is hereby acknowledged by 4" A"e thisLlg day of 1991 32400 PASEO ADELANTO. SAN JUAN CAPISTRANO. CALIFORNIA 92675 0 (714) 493-1171 Bond No. 5765957 Premium: $5,050.00 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That Colich & Sons as Principal, hereinafter called CONTRACTOR, and Safeco Insurance Company of America 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 Four Hundred Thirty.Nine Thousand Ninety Six *** ($439,0& W for s payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, fairly by these presents. WHEREAS, Contractor has by written agreement dated . entered into a (describe agreement): Trabuco/De La Vista Sewer Construction from Alipaz Street .to Calle Santa Barbara which contract is by reference made a part heroof; 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. -17- 3. 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 15th day of September 19 94 , at Mission Vielo , California. Colich & Sons PRINCIPAL ^ TOM P. IN. CH OF `V SEC./CHIEF FIN. OFFICER COLICH BROTHERS INC. APPROVED AS TO FORM (NOTARIZATION AND SEAL) JAAot, JON-R. SHAW, CITY ATTORNEY Safeco Insurance Company of America S ETY 1t----- / (N ARIZATION AND SEAL) s A. Schaller, Attorney-in-Fact -18- CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT • No.S907 State of California County of Orange On 9 1`=!f before me, Mary J. Stelzer, Notary Public DATE NAME,TITLE OF OFFICER-E.G.,'JANE DOE,NOTARY PUBLIC' personally appeared James A. Schaller NAME(S)OF SIGNER(S) K personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and ac- knowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the ( person(s) acted, executed the instrument. �(���,'� k� I IF•at WITNESS my hand and official seal. ° 6( NUTA?Y Pl°JLI _al r. ,IgpJIA�. 01R.AWIC•v2�i??t Ci _SIGNA7rUR95f NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLEdEfR TYPE OF DOCUMENT TITLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL D ATTORNEY-IN-FACT NUMBER OF PAGES ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: DATE OF DOCUMENT SIGNER IS REPRESENTING: NAME OF PERSON(S)OR ENTITY(IES) Safeco Insurance Company SIGNER(S)OTHER THAN NAMED ABOVE of America 01993 NATIONAL NOTARY ASSOCIATION'-8238 Remmet Ave.,P.O.Box 7184-Canoga Park,CA 91309-7184 CALIFORNIA ALL-PURPOSESKNOWLEDGMENT . No SW7 State of California County of _ Los Angeles On before me, Susan B. Sikes, Notary Public DATE NAME,TITLE OF OFFICER E G..'JANE DOE,NOTARY PUBLIC- personally appeared Tom P. Col i ch NAMES)OF SIGNER(S), C personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and ac- knowledged to me that he/she/they executed the same in his/her/their authorized KEScapacity(ies), and that by his/her/their 256signature(s) on the instrument the person(s), am lifomlaUNTV �, or the entity upon behalf of which the v9e�' person(s) acted, executed the instrument. WITNESS//my hand and official seall..- SIGNATGRE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ® CORPORATE OFFICER nnElsl TITLE OR TYR&bF DOCUMEN ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY•IN-FACT NUMBER OF PAGES ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: DATE OF DOCUMENT SIGNER IS REPRESENTING: NAME OF PERSON(S)OR ENTITYBES) Col i ch Bros. , Inc. DBA SIGNER(S)OTHER THAN NAMED ABOVE Colich & Sons - -- - - - - - - - - CI 993 NATIONAL NOTARY ASSOCIATION-6236 Rommet Av*,P.O.box 7tM-C-nogo Peh.CA 91709.7164 Premium included Bond No. 5765957 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 Colich & Sons License No326860 , hereinafter designated as "Principal", a contract for Trabuco La vista Sewer construction from Alipaz St. to calls Santa Barbara• 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 Colich & Sons Principal, and Safeco Insurance Company of America , as surety, are held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of Etur Hxx ref 11-drty Hire �d Ninety Six *** DOLLARS ($1139,096.00), 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 S, Chapter 3 of the Government Code of California as amended, that the surety will pay for the same in an amount not exceeding the sum specified in this bond and also in case suit is brought upon the bond, a reasonable attorney's fee to be fixed by the court. This bond shall inure to the benefit of any and all persons, companies and corporations entitled to file claims under said act, so as to give a right of action to them or their assigns in any suit brought upon this bond. FURTHER, the said surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed thereunder. As a part of the obligation secured hereby, and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. -19- IN WITNESS WHEREOF three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duty executed by the Principal and surety herein named on the - 15th day of �otember 19 94 . 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. Colich & Sons PRINCIPAL TOM P. COUGH ( ) SEC./CHIEF FIN. OFFICER r COUCH BP,')THEPS INC. By Safeco Insurance Com any of America E Y By J challer, Attorney-in-Fact APPROVED AS TO FORMA. S n,L C S R. SHAW, ATTORN Y -20- CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT No.5907 State of California County of orange On before me, Mary J. Stelzer, Notary Public GATE NAME,TITLE OF OFFICER-E.G.,'JANE DOE,NOTARY PUBLIC- personally appeared James A. Schaller NAME(S)OF SIGNER(S) personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and ac- knowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. ) ' IGNAT E OF h6TARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITL6tR TYPE OF DOCUMENT TITLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL I ATTORNEY-IN-FACT NUMBER OF PAGES ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: DATE OF DOCUMENT SIGNER IS REPRESENTING: NAME OF PERSON(S)OR ENTITY(IES) Safeco Insurance Company SIGNER(S)OTHER THAN NAMED ABOVE of America 01993 NATIONAL NOTARY ASSOCIATION-8236 Remmet Ave.,P.O.Box 7184-Canoga Park,CA 91309-7184 e • POWER • SAFECO INSURANCE COMPANY OF AMERICA OF ATTORNEY HOME OFFICE SAFECO PLAZA SAFTM® SEATTLE, WASHINGTON 03186 N0. 9026 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA, a Washington corporation, does hereby appoint NN#MMMiF4a ak Na MkiF ifs MMR%MYa Mil■aakaaaar JAMES A. SCHALLER, Laguna Hills, Callfornlaaaaasaaamaaaaa its true and lawful attorneys)-in-fact with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business, and to bind SAFECO INSURANCE COMPANY OF AMERICA thereby as fully as if such instalments had been duly executed by its regularly elected officers at Its hone office. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA has executed and attested these presents this 4th day of January 1993 CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONDS . . . the President any Vice President to Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business . . . On any instrument making or evidencing such appointment the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided however, that the seal shall not be necessary to the validity of any such instrument or undertaking.• Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA adopted July 28, 1970. 'On any certificate executed by the Secretary or an assistant secretary of the Company setting ort, (i) The provisions of Article V, Section 13 of the By-Laws, and (ii) A copy of the power-of-attorney appointment, executed pursuant thersto, and (iii) Certifying that said power-of-attorney appointment is in full force and effect the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, R. A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of this corporation, and of a Power of Attorney issued pursuant thereto, are true and correct and that both the By-Laws, the Resolution and the Power of Attorney are still in full force and effect IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile a" of said corporation this t� day of �t�� 19*. S•1300/EP 1193 ® Registered trademak of SAFECO Corporalm. CALIFORNIA ALL-PURPOSESKNOWLEDGM ENT S No 5907 State of California County of Los Angeles On before me, Susan B. Sikes, Notary Public DATE NAME,TITLE OF OFFICER-E-G.,'JANE DOE,NOTARY PUBLIC' personally appeared Tom P. Col i ch NAMES)OF SIGNERS) Ck personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and ac- knowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their SUSAN B.51KES .•msµ NotaN?�!c-Co25omlO C signature(s) on the instrument the person(s), : m LOS ANGELES COUNTY or the entity upon behalf of which the My COmmuslon Expires person(s) acted, executed the instrument. .;' Feb"Ory 13,1996 ._ WITNESS my hand and official seal. SIGNATURE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ® CORPORATE OFFICER TITLE OR jD(XE OF DOC�U'M�E/NT/ TITLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY-IN-FACT NUMBER OF PAGES ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: DATE OF DOCUMENT SIGNER IS REPRESENTING: NAME OF PERSON(S)OR ENTITYIIES) Col ich Bros. , Inc. DBA SIGNER(S)OTHER THAN NAMED ABOVE Colich & Sons 01993 NATIONAL NOTARY ASSOCIATION-0236 RRmmRt A".P.O.Boy 7164-CArW@ Pwk,CA 91339.7194 ' BID PROPOSAL ' For the: TRABUCO/DE LA VISTA SEWER CONSTRUCTION FROM ALIPAZ STREET TO CALLE SANTA BARBARA From: Col i C rr '4- Se.✓S ' 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 thereto, read the Instructions to Bidders, and is familiar with all proposal requirements, and hereby proposes and agrees, if the proposal is accepted, to complete 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: V39 4710 ' Words Figures ' Said amount to include and cover all taxes, the furnishing of all materials, the performing of all 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 ' work in the manner set forth, described and shown in the Standard Specifications or the drawings for the work. -3- If the contract is awarded, the undersigned agrees to enter into a contract with the City and ' 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 Nine 90 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 the words and figures, the words shall prevail. In case of discrepancy ' between unit prices and the extension thereof, the unit price shall prevail and bids will be computed as indicated above and compared on the basis of corrected totals. The estimated quantities of work indicated in the proposal are approximate only being given ' solely as a basis for comparison of bids. It is understood that the City does not expressly, nor by implication, agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any item or portion of the work or ' to omit portions of the work as may be deemed expedient by the Engineer. It is also understood by Bidder that the City of San Juan Capistrano has the right to reject this proposal or 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 t 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. -4- 1 � � 1 Accompanying this proposal is 0. b;pja 2 5 Lama (Insert 1 "$ cash", cashier's check, certified check or bidder's bond on the forms from pages 16 and 17 of these Contract Documents, as the case may be), in an amount equal to 1 at least ten percent (10%) of the total bid. 1 The following is the name and place of business of the surety company which will furnish 1 the required bonds as surety if the work is awarded to the undersigned: 1 5AFErc =Ns. o+ Aw%coycA . q H4--rra. l &A . D.E. . Ste :54, r,4 AovA CA 9a7c7 ' licensed in accordance with an act providing for the registration of contractors -- License 1 No. 326 r10 0 1 Signature of Bidder: 1 mom RCol1CI F SECJCHIEF FIN.OFRCER COLICH BROTHERS INC. 1 1 1 1 1 1 1 -5- 1 ' (If an individual, so state, If a form or co-partnership, state the firm name and give the names of all individual co-partners comprising the firm: President, Secretary, Treasurer, ' and Manager thereof.) ' Dated: $EP7'EMISEkl,l9Yy PA:514i "Zt . 9-A,erEWA ?A-2YP Business Address ' Dated: Z 9/3) 770 — 9-9 ;LD 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: SEPLrEM pE12 4-'--L" `?9 ' Sitpr6&j&dder SECJCHIEF FIA OFFICER COLICH BROTHERS INC. Dated: 5rooreAbEyL bt199y 1'0;?/3) '»D — x9.20 Telephone Number 1 ' -6- SCHEDULE OF WORK ITEMS ' TRABUCO/DE LA VISTA SEWER CONSTRUCTION FROM ALIPAZ STREET TO CALLE SANTA BARBARA ' Item Approx Unit Description and Unit Unit Price Total No. Quantity I Price in Words In Figures Amount I 1 LS Project Survey f r the lump sum of x ='� liars /6� DDD Jlo�DOO ' 2 1 LS Reestablish Centerline Ties r the lump sum of �o 7DDD yDDO IF 3 1 LS Traffic Control for the lump sum J D O 0 /40,0,0 of 4 1 LS Soo ' And mc' f r the lump ' of " do ars ss06�o $$06b 5 1 LS Install City Furnished S we Lift Station for the lump sum of ollars a oa 00 D oT oT Doo 6 1 LS Electrjcal S stems for the lump sum p ' of ollars /p ODD 8000 7 56 LF Construct 8", SDR 26, P.V.C. Sewer Line ' for the unit price of 35 J 19 6 0 dollars per lineal foot ' 8 8 LF Construct 8", SDR 26, P.V.C. Sewer Line In Paved Areas for the unit price of dollars per lineal .36 ' foot 9 668 LF Construct 15", SDR 26, P.V.C. Sewer Line for the unit price of L - 7 00_ SamBy dollars per lineal foot (/ a ' 10 752 LF Construct 15", SDR 26, P.V.C. Sewer Line In Paved Areas for the upit price of A g 9 700' ' dol per lineal foot 11 335 LF Construct 15", SDR 26, P.V.C. Sewer Line 30D G i /OD 506' In Steel Casing, 3' locations,for/the unit price of iX%&Uw Atw.+�l 4dollars per lineal foot 'r� -7- ' Item Approx Unit Description and Unit Unit Price Total No. Quantity Price in Words In Figures Amount ' 12 516 LF Construct 8", C-900, Class 150, P.V.C. Sewer Force Main for the unit price of b y/(6 dollars per lineal foot ' 13 214 LF Construct 30" Reinforced Concrete Storm Drain for the unit price of ' dollars per lineal `3 17 7 b 2 foot 61 14 6 EA Construct 48" Dia. Sewer Manhole for the unit price of t!:!e=A",1a*4olIjrs per / IJDD� g'DDD each 15 1 EA Construct 48" Dia. Drop Sewer Manhole _ for the unit price of 3 8 0 0 3e-00 ' ' dollars per each 16 2 EA Construct 60" Dia. Sewer Manhole for the unit price per So �D 00 each ' 17 2 EA Construct 60" Dia. Siphon Manhole for the unit price ofdollars c30 BDA b OB p per each baa �9-cc -- ' 18 2 EA Construct Junction Structure Type I per OC* ars S 1310 fo the unit price �$OD 76Op ' of o per each 19 1 EA Construct Storm Drain Outlet Structure for _ ' the unit price ofO DOQ dollars per each Total Bid Price (Enter here and on Page 3) T a o $ 3 10 Words figures 1 -8- 1 ' NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID ' STATE OF CALIFORNIA ) ' County of )_OS oE ) SS.fE5 ) T m P. Coli c H , being first duly sworn deposes and saysthatheisSEr k i FaAA)ei,*Jaff. of0p �.�c dba Cn/' is e.✓s the party making tTheorf egoing bid; that such bid is not made in the interest of or on behalf of any undisclosed person, partnership, company, association, organization or corporation; that such bid is genuine and not collusive or sham; that said bidder has not ' directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that said bidder has not in any manner, directly or indirectly, sought by agreement, communication or conference with anyone to fix the bid price of said bidder or of any ' other bidder, or to fix the bid price of or cost element of such bid price, or of that of any other bidder,'or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in ' such bid are true; and further, that said bidder has not directly or indirectly, submitted his bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid and will not pay any fee in connection therewith, to any ' corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, or to any other individual except to any person or persons as ' have a partnership or other financial interest `wiwith �said bidderinthis general business. DATED:.SECT. 144'/ C.� P SIGNATURE TOM P CONCH SECJCHIEF FIV.OFFICER COUCH BROTHERS INC. On this the day of , 19 , before ' me, the undersigned, a Notary Public in and for said State, personally appeared , personally known to me/proved to me ' on the basis of satisfactory evidence, to be the person(s) whose name(s) subscribed to the within instrument, and acknowledge that executed it. SVG WITNESS my hand and official seal. Notary Public in and for said State ' -9- CALIFORNIA ALL-PURPOSEWKNOWLEDGM ENT NQ Sao. State of California County of Los Angeles On before me, Susan S. Sikes, Notary Public DATE NAME,TITLE OF OFFICER.E G.'JANE DOE.NOTARY PUBLIC' personally appeared Tom P. Col i ch NAME(S)OF SIGNER(S) ❑t personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and ac- knowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their SUSAN B.SIKES signature(s) on the instrument the pefson(s), COMM.#955256 or the entityupon behalf of which the ?� sw.. NotaryICCa110thol P LOSANr,ancom" person(s) acted, executed the instrument. 1iht� tvlihnniiaiia Feb WITNESS my hand and official seal. SIGNA TUPE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment Of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ® CORPORATE OFFICER TITLE OR TYPE OF DOCUMENT TIrLEIS) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY-IN-FACT NUMBER OF PAGES ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: DATE OF DOCUMENT SIGNER IS REPRESENTING: NAME O/PEPSONISI OR ENnTY(IES) Col i ch Bros. , Inc. DBA SIGNER(S)OTHER THAN NAMED ABOVE Colich & Sons 01993 NATIONAL NOTARY ASSOCIATION-6236 P* %,Mel AYP.P.0 Be.71$4.Canoga PM.CA 9t3M TIOA ' DESIGNATION OF SUB-CONTRACTORS ' Submit with Proposal. ' In compliance with the Provisions of Section 4100-4107 of the Government Code of the 1 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 ' 1. ' 2. 3. ' 4. 5. 6. 7. 8. tCD1./Cli '` SDA>� BIDDER'S NAME &2:m P AUTHORIZED SIGNATURE -10- TOM P.COLICH SECJCHIEF FIA.OFFICER COLICH BROTHERS INC. 1 BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, Colich & Sons , as PRINCIPAL, and Safeco Insurance Company of America as SURETY, hereinafter called Surety, are held and firmly bound unto the CITY OF SAN JUAN CAPISTRANO, Obligee, hereinafter called City, in the sum of $ 108 of amt bipfor payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, fairly by these presents. THE. CONDITION OF THIS OBLIGATION is such that whereas the Principal has submitted the accompanying bid dated September 6 19 94 , for the construction of Trabuco/De La Vista Sewer Construction from Ali az Street forthe City op San uanSCaptstrano, ange 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 may procure the required work and/or supplies if the latter amount be in excess of the former, then the above obligation shall be void and of no effect, otherwise to remain in full force and virtue. Further, as a part of the obligation secured hereby, and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. •16- IN WITNESS WKeREOF, the above-bounden parties have executed this instrument under their several seals this 17th day ofA :v 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) Colich & Sons PRINCIPAL 8Y: P �, MGM HEF FIM erFIGEM Tttie: TOM P.COLICH COUCH BROTHERS INC. ATTEST (If Corporation) Corporate Seal IDoanv of Am re_ica SURE ATTEST BY: Stan ynn Title: Att nev-in-fact - see Power of Attorney attached Title APPROV AS TO FORM: John Shaw, City Attorney •17• CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT No.5907 State of California County of orange On 11 before me, Jane Kepner, Notary Public DATE I NAME,TITLE OF OFFICER-E.G.,'JANE DOE,NOTARY PUBLIC' personally appeared Stanley C. Lynn NAME(S)OF SIGNER(S) personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and ac- knowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), 0or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. SIGNATURE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLE OR TYPE OF DOCUMENT TRIE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL © ATTORNEY-IN-FACT NUMBER OF PAGES ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: DATE OF DOCUMENT SIGNER IS REPRESENTING: NAME OF PERSONS)OR ENTRY(IES) Safeco Insurance Company of America SIGNER(S)OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION•8236 Remmet Ave.,P.O.Box 7184•Canoga Park,CA 91309-7184 e POWER SAFECO INSURANCE CO&VANY OF AMERICA OF ATTORNEY NOME OFFICE: SAFECO PLAZA SEATTLE.WASHINGTON 99185 No. 4678 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA, a Washington corporation, does hereby appoint •+••••••••••a•••••••+••••+STANLEY C. LYNN, Irvine, California•••••••••••••••+••••••••+•••••••• its true and lawful attorneys)-in-fact, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business. and to bind SAFECO INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duty executed by its regularly elected officers at its hone Office. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA has executed and attested these presents this 4th da of January 1993 CERTIFICATE Extract from the ay-Laws of SAFECO INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONDS . . . the President, any Vice President, the Secretary. and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents Of similar character issued by the Company in the course Of its business . On any instrument making Or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the Company. the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproducetl. provided. however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA adopted July 28. 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out. (i) The provisions of Article V. Section 13 of the By-Laws. and 00 A copy of the power-of-attorney appointment, executed pursuant thereto, and (iii) Certifying that said power-of-attorney appointment is in full force and effect. the signature of the Certifying officer may be by facsimile. and the seal of the Colparry, may be a facsimile thereof." I, R. A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board Of Directors Of this Corporation, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixedtthe facsimile seal of said corporation INS 7i4, day of ,5 74- 19 S-13001EP 1193 QD Registered trademark of SAFECO Corporation. a Jac" (� MEMBERS OF THE CRC COUNCIL � CALCINE CAMPBELL GARY HAUSCOPFER GILJONES CA a 1�.' ni0rynup CAPOIYN NASH ("mute 1961 JEFF VASOUEZ OIIIW YSE 1776 I` • ` • CITY MANAGER GEORGE SCARBOROUGH ADDENDUM NO. 1 TRABUCO DE LA VISTA SEWER CONSTRUCTION FROM ALIPAZ STREET TO CALLE SANTA BARBARA The following changes to the plans and specifications are promulgated through this addendum. SECTION 13 - ALTERNATE PIPE MATERIAL Delete the existing section. Add: PVC pipe is a City-approved alternate material for use in gravity sewer line construction. "Carlon", "Certainteed", "Johns-Manville" and "Pacific Western" have been previously confirmed as acceptable manufacturers of PVC pipe. The minimum requirements for PVC pipes shall be SDR 26 conforming with ASTM D-3034 and C-900, Class 150 conforming to the requirements of A.W.W.A. C-900, as indicated on the plans. All pipe shall conform to the requirements set forth in the standard specification for the use intended. Testing requirements for PVC pipe shall include Mandrel Tests to ensure vertical deflections do not exceed the maximum allowable. The Contractor is advised that vitrified clay pipe extra strength in accordance with Section 207-8 of the Standard Specifications is also a City approved alternate pipe material for gravity sewer lines, except for those sections installed in jacked steel casings. The Contractor shall allow in his bid for all costs associated with the selection of pipe material. Bedding As clarification, bedding shall be Type I per City Standard Plan S4. A signed copy of this addendum shall accompany the bid. Contractor TOM P.COUCH Theodore G. Siston SEC.CHIEF F14.OFFICER City Engineer COLICH BROTHERS INC. 32400 PASEO AOELANTO. SAN JUAN CAPISTRANO. CALIFORNIA 92675 0 (714) 493.1171 0 AGENDA ITEM October 4 , 1994 TO: George Scarborough, City Manager FROM: William M. Huber, Director of Engineering & Building SUBJECT: Award of Contract- Trabuco De La Vista Sewer from Alipaz Street to Calle Santa Barbara (Trabuco Sewer Emergency Repairs) (Colich& Sons) RECOMMENDATION By motion, award the contract for Trabuco De La Vista Sewer from Alipaz Street to Calle Santa Barbara(Trabuco Sewer Emergency Repair) to the low responsible bidder, Colich& Sons, in the amount of$439,096.00 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 September 6, 1994 for Trabuco De La Vista Sewer from Alipaz Street to Calle Santa Barbara. This project is the emergency measure to bypass the City's sewer crossing of Trabuco Creek near Mission Street which was damaged in the 1992-1993 winter storms. The bids are valid until October 21, 1994, a period of 45 days from the opening date. Staff is recommending that City Council award the contract to the low responsible bidder, Colich& Sons, in the amount of$439,096.00, which is 24% below the engineer's estimate. B. Background The following bids were received: Colich& Sons $439,096.00 KEC Company $457,140.00 Albert W. Davies $472,000.00 Miramontes Construction $475,738.00 Mladen Buntich $531,009.00 Bramak $533,533.00 Drainage Construction Co. $546,060.28 Bebek Company $548,147.00 Prkacin Company $560,000.00 FOR CITY COUNCIL AGEV 15 AGENDA ITEM October 4, 1994 Page 2 No subcontractors were listed with the bid: The City of San Juan Capistrano operates a 15" diameter sewer in an easement adjacent to Trabuco Creek along the east side of the creek. This is an important City sewer facility serving a substantial area of the City to the north of this area, as well as Capistrano Villas. In the vicinity of Mission Street the sewer crosses Trabuco Creek to Alipaz Street and ultimately to the SERRA Treatment Plant in Dana Point. The sewer crossing of Trabuco Creek was damaged in the winter storms of 1992-1993. Although it is now operational again, it is highly susceptible to further storm damage. As a result of the winter's storm damage, the City hired Harris and Associates to design an alternate sewer. Most of this work will form the permanent reconstruction, however, part will be temporary, lasting maybe one year. Ultimately,the City wishes to abandon the sewer along the east side of Trabuco Creek and reconstruct it in Avenida De La Vista. The new sewer crosses Trabuco Creek in the Ramos Street area downstream of the existing crossing where the channel is lined and where the sewer crossing will be protected. This phase of the project was constructed in January 1994. In February 1994,the City entered into a License Agreement with Mr. Hideo Shibata. This agreement will allow the temporary construction of some buried pipelines and a buried pumping station adjacent to Trabuco Creek. On completion of construction, only a small control panel and a 6 foot high chain link fence area 20'x 15'will be visible on Mr. Shibata's property. All other work on Mr. Shibata's property and elsewhere, will be constructed underground where the surface will be restored to its present condition. On completion of the second phase from Calle Santa Barbara to Oso Road scheduled for 1995, all facilities will be removed from Mr. Shibata's property. In June, 1994,the City entered into a License Agreement with Mrs. Patricia Harris. The City already processes a 10 foot wide sewer easement on the Rancho Sierra Vista Equestrian Center property. The Agreement will allow for construction work adjacent to the existing sewer easement. The Agreement provides that construction work will not unduly impact access to the Equestrian Center and that traffic control such as signs directing Equestrian Center traffic to the Center's north entrance will be required. The contract, which Staff is recommending for award at this time will consist of the construction of the temporary pump station and temporary force main and a new permanent sewer in Avenida De La Vista from the south cul-de-sac to Calle Santa Barbara, and in the AGENDA ITEM October 4, 1994 Page 3 Los Rios District, at the back of the east side of Trabuco Creek levee from Ramos Street to Mission Street and into the Avenida De La Vista south cul-de-sac. The contract will also include the connection of the new Trabuco Creek siphon crossing to the existing sewer in Alipaz Street near Calle Rio Vista. COMMISSIONBOARD REVIEW. RECOMMENDATIONS The project was reviewed by the Environmental Review Board on February 8, 1994, the Los Rios Review Committee on February 24, 1994 and the Planning Commission on March 22, 1994. The project is determined to be within an archaeologically sensitive area. A certified archaeologist monitor will be on site during all excavation activities and a final report will be prepared. FINANCIAL CONSIDERATIONS The Engineer's estimate for this project is $578,825. $580,000 has been budgeted in Account No. 12-63500-4717-700 this year. Approximately$400,000 for this project will be provided by FEMA. NOTIFICATION Colich & Sons KEC Company Albert W. Davies Miramontes Construction Mladen Buntich Construction Co. Bramak Corporation Drainage Construction Co. Bebek Company Prkacin Company Harris & Associates Mr. Hideo Shibata Patty Harris ALTERNATE ACTIONS 1. Award the contract for Trabuco De La Vista Sewer from Alipaz Street to Calle Santa Barbara to the low responsible bidder, Colich& Sons. 2. Do not award the contract. 3. Refer to Staff for additional information. AGENDA ITEM October 4, 1994 Page 4 RECOMMENDATION By motion, award the contract for Trabuco De La Vista Sewer from Alipaz Street to Calle Santa Barbara (Trabuco Sewer Emergency Repair) to the low responsible bidder, Colich & Sons, in the amount of$439,096.00, and reject all other bids. Authorize the Mayor and City Clerk to execute the documents on behalf of the City. Resp/ecctff fly Submitted, Prepared by William M. Huber, P.E. Brian Perry, P.E. Project Manager rLj WMHBP:ssg Attachment- Contract a:\agendas\10-4trab.bp r • B I D O P E N #N G R E P O R T Bids opened September 6, 1994 at 2:00 amXpm) Project Title Trabuco/De La Vista Sewer Construction from Alipaz Street to Calle Santa Barbara Project Engineer Brian Perry Pre-Bid Estimate $578,825. Bid Bid /1 :1d Bidder: Amount Bond /'BCW 1 . BRAMAK CORPORATION [ ® 'lr X 2 COLICH G SONS 0, y/ �/I� ��� 3 . DRAINAGE CONSTRUCTION COMPANY X x 4 . PRKACIN COMPANY $ ` 5. BEBEK COMPANY 6 . MIRAMONTES CONSTRUCTION 7. MLADEN BUNTICH 53f7 Qn 9 /� S. ALBERT W. DAVIS, INC. 9 . K.E.C. COMPANY 10. CC: City Clerk' s Staff (3) Signed � ( 6f� Public Works (3) City Manager (1) Dated X/ nl- The above bid amounts have not been checked. The bid totals are subject to correction after the bids have been completely reviewed. RECEIVED AFFIDAVIT OF PUBLICATION s to nn,, Ili, Space below for�ilingl5 StaprRp'Only.p Ciry CIFRK 1MENT STATE OF CALIFORNIA COUNTY OF ORANGE I am a citizen of the United States and a resident of the County aforesaid. I am over the age of eighteen years,and not a parry to or 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 be a newspaper of general circulation by the Superior Court of the County of Orange, State of Califomia, on June 7, 1964, Case No. NOTICE INVITING BIDS A-122949 in and for the City of San Juan Capistrano, County of ....................... ..................................................................................... Orange,State o1 Califomia;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. August 4 , 11 , 1994 NOTICE INVITING BIDS I declare under penalty of perjury that the foregoing is true and �.,1,,,,,u,r—p,�, ,r,RR g sus*� T aw correct. Nadee a herby Mao lhattbe4arSae Jeu gpiatraoo aUltreaNce sealed prap4iata or hiAeforehe 75' i WDe La Mata CaaMnMEon Aem Aft=Rtreat to QdW Reel-Sieber, oo'[jo?AkdaTor'RaPremher.M4 A P -bMarodre,ce u eahWukd-t 2:00 Am.on the 22nd uhf Auturt.ISK it the city orlim to mw m,,, oPthe Planaand spetlRcado"are oo Satin me or Executed at Mission Viejo, Orange County, California, on -� mnr� rCaiadmil .33W Paan Adel-eb, ma V ileabWoW at tbetwm- • -aa datAepharprefl2400.pity aeharReorMOo Poe srh set or August 11 , 1994 Plm,mad Rp.daemammailed. - ... . . ... .... . ...... . . . . ...... . .. . ... . . ... ..... . ... ai10i1t 40bl t"" CHERYL JOHNSON,CITY CLERKRANO CITY OF ORANGE JUAN CA LIF R NIA .. eplem, COUNTV,CALIFORIeA ....._..... ��feo Valley Here ... ........... ...... .9.........'...............��A� � '...: ._ 1008 (Si nature 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 Bea Gougeon, Legal FOR PUBLICATION ON: THURSDAY, AUGUST 4, 1994 THURSDAY, AUGUST 11, 1994 DOCUMENT TO BE PUBLISHED NOTICE INVITING BIDS - TRABUCO/DE LA VISTA SEWER CONSTRUCTION FROM ALIPAZ STREET TO CALLE SANTA BARBARA 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: July 28, 1994 Date of Bid Opening - 09/06/94 Date(s) notice published - 08/04/94 - 08/11/94 Date affidavit received - gll5lgLl d'�- � Date notice posted in - 08/04/94 designated posting places NOTICE INVITING BIDS TRABUCOIDE LA VISTA SEWER CONSTRUCTION FROM ALIPA7 STREET TO CALLE SANTA BARBARA Notice is hereby given that the City of San Juan Capistrano will receive sealed proposals or bids for the TrabucolDe La Vista Sewer Construction from Alipaz Street to Calle Santa Barbara until 2:00 p.m. on the 6th day of September, 1994. A pre-bid conference is scheduled at 2:00 p.m. on the 22nd day of August, 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: July 28, 1994 CHERYL MANSCLERK CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA PRESS RELEASE TRABUCO/DE LA VISTA SEWER CONSTRUCTION FROM ALIPAZ STREET TO CALLE SANTA BARBARA NOTICE INVITING BID Public notice is hereby given that the City of San Juan Capistrano will, up,until 2:00 p.m., on the 6th day of September. 1994, receive sealed proposals or bids for the Trabuco/De La Vista Sewer Construction from Alipaz Street to Calle Santa Barbara in accordance with the approved Plans, Specifications, Special Provisions, and the Standard Specification for Public Works Construction 1991 Edition, including all supplements therefore, on file in the office of the City Clerk of the City of San Juan Capistrano, California. Bids will be received until the time hereinbefore stated at the San Juan Capistrano City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. No bid will be received unless it is made on a proposal provided within these specifications. Each proposal or bid must be accompanied by a certified check, cash, cashier's check, or bidder's bond payable to the City of San Juan Capistrano in the sum of not less than ten percent of the total bid amount. The bid check, cashier's check or bidder's bond of the successful bidder will be forfeited to the City of San Juan Capistrano in the event such successful bidder fails to enter into the required contract within 15 days after the written notice that said contract has been awarded to him for the work. A pre-bid conference is scheduled at 2700 12.m. on the 22nd day of August. 1994, at the City offices. The contractor shall have the opportunity for clarification or interpretation of any point or points of question within the plans and contract documents or specifications. It is the contractor's responsibility to be in attendance at this conference to receive any information disclosed during the proceedings, for the City of San Juan Capistrano shall not disseminate any records of the conference. Exclusive of written addenda and this pre-bid conference, the City of San Juan Capistrano shall not be responsible for any instructions, explanations, or interpretation of the plans, specifications, and contract documents presented to the bidders in any manner. The successful bidder, simultaneously with the execution of the contract, will be required to furnish a Faithful Performance Bond equal in the amount of one-hundred percent(100%) of the contract price. The surety bond company must be selected from among the surety companies set forth in the Standard Specifications. -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 the City of San Juan Capistrano, will best serve the interests or needs of the City of San Juan Capistrano. A time limit of Ningty (90) calendar days has been set for the completion of the work, from the date of the Notice to Proceed. BIDDERS ARE HEREBY NOTIFIED THAT, pursuant to the Labor Code of the State of California, copies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the office of the City Clerk and shall be made available to any interested party on request. Copies of plans and specifications are on file in the office of the City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California. Copies of the plans and specifications for use in preparing bids may be obtained at the Office of the City Clerk, San Juan Capistrano, at the address shown above. One set of plans and specifications is available for each general contractor proposing to submit a bid for said work. A charge in the amount of$20, non- refundable, 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 Councilmembers of the City of San Juan Capistrano and is dated this 18th day of July. CITY CLE CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA bidnote.bp -2- X Pre SS Adoption of Resolution Formally Establishing a Voluntary Program for Seismic RetrofijiU It was moved by Council Member Hausdorfer, seconded by Council Member Jones. that the following Resolution be adopted: RESOLUTTON NO. 94-5-17-7. ESTABLISHING A VOLUNTARY SFTSHK RJTROFITTING PROGRAM FOR UNREINFORCED MASONRY BUILDINGS - A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISIRANO, CALIFORNIA. ESTABLISHING A VOLUNTARY SEISMIC RETROFITTING PROGRAM FOR UNREINFORCED MASONRY BUILDINGS IN CONFORMANCE WITH CHAPTER 12.2 OF DIVISION l OF TITLE 2 OF THE GOVERNMENT CODE The motion carried by the following vote: AYES: Council Members Hausdorfer,Jones,Nash,Vasquez.and Maynr Campbell NOES: None ABSENT: None — —�� 2. PLAN . SPECIFICATIONS.ANDAUTHORIZATION TO RECEIVE BIDS-TRABUCO DE LA VISTA SEWER FROM ALrPA7 STREET TO CALLE SANTA BARBARA( A CO SEWER Written Communication: Report dazed May 17. 1994,from the Director of Engineering and Building,recommending that the plans and specifications for construction of the Trabuco De La Vista sewer from Alipaz Street to Calle Santa Barbara be approved. Mr. Huber made an oral presentation. Approval of Plans and Specifications and Authorization to Receive Bids: It was moved by Council Member Jones,seconded by Council Member Hausdorfer.and unanimously carried that the plans and specifications for construction of the Trabuco De La Vista sewer from Alipaz Street to Calle Santa Barbara(Trabuco Sewer Emergency Repair)be approved. Staff was authorized to receive bids. DIRECTOR OF PUBLIC LANDS AND FACn1=S L TWO-YEAR CONTRACT EXTENSIONS: CITY TREE TRIIyLME4G(MODERN TREE SERVICE). LANDSCAPE MAINTENANCE OF CITY PARKWAYS AND CITY PARKS(BOTACO. INC.). AND LANDSCAPE ARJTEN NC . OF CITY LANDSCAPE MAINTENANCE DISTRICTS (cALEFORNIA LANDSCAPE MAINTENANCE)(600. 01 Written Communication: Report dated May 17, 1994,from the Director of Engineering and Building,recommending that the contracts with Madero Tree Service for City tree trimming,Botaco,Inc.for the landscape maintenance of City parkways and packs,and Calitomia Landscape Mainimaoce for the landscape maintenance of City Landscape Maintenance Districts be extended for two-year periods. Mr.Sievers made an oral presentation.noting that no increase in costs would be incurred by the City as a result of the proposed extensions. Approvid of Contract Extensions: It was moved by Council Member Nash,seconded by Council Member Jones.and unanimously carried that the subject contracts be extended for the two-year period ending June 30, 1996,as follows: City Council Minutes -10- 5117194 AGENDA ITEM May 17, 1994 TO: George Scarborough, City Manager FROM: William M. Huber, Director of Engineering& Building SUBJECT: Plans and Specifications and Authorization to Receive Bids - Trabuco De La Vista Sewer from Alipaz Street to Calle Santa Barbara(Trabuco Sewer Emergency Repairs) RECOMMENDATION By motion, approve the plans and specifications for Trabuco De La Vista Sewer from Alipaz Street to Calle Santa Barbara (Trabuco Sewer Emergency Repair) and authorize Staff to receive bids. SITUATION A. Summary and Recommendation The 1992-1993 winter storms damaged the City's sewer crossing of Trabuco Creek in the vicinity of Mission Street. Since that time, City Staff and consultants have been working on a design as an emergency measure to bypass the damaged crossing. In January 1994, the new creek crossing was constructed near Ramos Street. The plans and specifications are now ready to complete construction and Staff is requesting approval of plans and specifications and authorization to receive bids. A copy of the plans and specification is available for review in the City Clerk's Office, a copy has been placed in the City Council Office, and an exhibit will be available at the City Council meeting. B. Background The City of San Juan Capistrano operates a 15" diameter sewer in an easement adjacent to Trabuco Creek along the east side of the creek. This is an important City sewer facility serving a substantial area of the City to the north of this area, as well as Capistrano Villas. FOR CITY COUNCIL AGEND . v AGENDA ITEM May 17, 1994 Page 2 In the vicinity of Mission Street the sewer crosses Trabuco Creek to Alipaz Street and ultimately to the SERRA Treatment Plant in Dana Point. The sewer crossing of Trabuco Creek was damaged in the winter storms of 1992-1993. Although it is now operational again, it is highly susceptible to further storm damage. As a result of the winter's storm damage, the City hired Harris and Associates to design an alternate sewer. Most of this work will form the permanent reconstruction, however, part will be temporary, lasting maybe one year. Ultimately, the City wishes to abandon the sewer along the east side of Trabuco Creek and reconstruct it in Avenida De La Vista. The new sewer crosses Trabuco Creek in the Ramos Street area downstream of the existing crossing where the channel is lined and where the sewer crossing will be protected. This phase of the project was constructed in January 1994. In February 1994, the City entered into a License Agreement with Mr. Hideo Shibata, which is being extended by separate City Council action. This agreement will allow the temporary construction of some buried pipelines and a buried pumping station adjacent to Trabuco Creek shown on the attached location map. On completion of construction, only a small control panel and a 6 foot high chain link fence area 20' x 15' will be visible on Mr. Shibata's property. All other work on Mr. Shibata's property and elsewhere, will be constructed underground where the surface will be restored to its present condition. On completion of the second phase from Calle Santa Barbara to Oso Road scheduled for 1995, all facilities will be removed from Mr. Shibata's property. The permanent reconstruction for which approval is being sought at this time will consist of a new sewer in Avenida De La Vista from the south cul-de-sac to Calle Santa Barbara, and in the Los Rios District, at the back of the east side Trabuco Creek levee from Ramos Street to Mission Street and into the Avenida De La Vista south cul-de-sac. COMMISSION/BOARD REVIEW, RECOMMENDATIONS The project was reviewed by the Environmental Review Board on February 8, 1994, the Los Rios Review Committee on February 24, 1994 and the Planning Commission on March 22, 1994. By separate action, City Council is considering certification of the mitigated negative declaration for this project. AGENDAITEM May 17, 1994 Page 3 FINANCIAL CONSIDERATIONS The Engineer's estimate for this project is $578,825. $620,000 has been budgeted in Account No. 12-63500-4717-700 this year. As the project construction contract will be awarded in FY 94-95, sufficient funds will be budgeted in FY 94-95. Approximately $400,000 for this project will be provided by FEMA. NOTIFICATION Harris & Associates Mr. Hideo Shibata Jerry Harris ALTERNATE ACTIONS 1. Approve the plans and specifications for Trabuco De La Vista Sewer from Alipaz Street to Calle Santa Barbara (Trabuco Sewer Emergency Repair) 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 Trabuco De La Vista Sewer from Alipaz Street to Calle Santa Barbara(Trabuco Sewer Emergency Repair) and authorize Staff to receive bids. Respectfully Submitted, pared by William M. Huber, P.E. Brian Perry, P.E. Project Manager WMIIBP:ssg Attachments - Location Map a:\agendas\5-17trab.doc L \ 7 AWL o � PROPOSED \ TRABUCO/DE LA VISTA SEWER TO . ' BE CONST LATER .. I PROPOSED PROPOSED EMERGENCY TEMPORARY SEWER TO BYPASS EXIST. PUMP STATION TRASUCO CREEK CROSSING w EXISTING TRABUCO SEWER j G r CITY OF SAN JUAN CAPISTRANO TRABUCO SEWER EMERGENCY REPAIRS • 0 with specific uses for the funds to be determined by the Business Task Force. Staff was directed to reagendize the item when suggestions have been received from the Business Task Force. DIRECTOR OF PLANNING SERVICES ----� L CONCEPTUAL IMPROVEMENT PLANS FOR INSTALLATION OF A PORTION OF THF EXISTING TRABUCO CREEK SANITARY SEWER 0 Written Communication: Report dated May 17, 1994.from the Planning Director,recommending that the conceptual improvement plans for the installation of a portion of the existing Trabuco Creek sanitary sewer be approved.subject to conditions. Adoption of Resolution Approving Mitigated Negative Declaration and Conceptual Improvement Plans for Portion of the Existing Trabuco Creek Sanitary Sewer: It was moved by Council Member Hausdorfer,seconded by Council Member Nash. that the following Resolution be adopted: RESOLUTION NO 94-5-17-5. APPROVAL OF MITIGATED NEGATIVE DECLARATION AND CONCEPTUAL IMPROVEMENT PLANS-TRA.BUCO C F K SEWER BY-PASS-A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO. CALIFORNIA, APPROVING A MITIGATED NEGATIVE DECLARATION AND CONCEPTUAL IMPROVEMENT PLANS FOR TRABUCO SEWER BYPASS WITHIN THE CITY OF SAN JUAN CAPISTRANO (CAPITAL IMPROVEMENT PROJECT 700) The motion carried by the following vote: AYES: Council Members Hausdorfer,Jones.Nash.Vasquez, and Mayor Campbell NOES: None ABSENT: None 2. NATURAL COMMUNITIES CONSERVATION PLANNING AGREEMENT (600,50) (CONTINUED FROM MAY 3. 1994) Written Communication: Report dated May 17, 1994,from the Planning Director,recommending that the City approve its participation in the planning phase of the Natural Communities Conservation Program(NCCP) for Coastal Sage Scmb Communities. This item was condoned from the meeting of May 3, 1994,because of Council concerns with the positions of environmental groups and organizations such as the National Audubon Society, Sierra Club, National Resources Defense Council,M. William Ramsey,Senior Planner,addressed die Council's previously expressed concerns regarding the positions of envitonmessul groups. He advised that Dan Silver of the Endangered Habitat League had urged that the City participate in this effort and support a comprehensive Planning approach. Mr.Peter DiS®one of the National Audubon Society had stated it was important for the City to be part of the program. Mr. Tomlinson noted that the program would not involve any cost to the City, and that a condition would be added to the resolution requiring that language to that effect be included in the proposed Memorandum of Agreement. Council Member Vasquez telt that his concerns had been addressed and urged that the implementation phase of the program be monitored. Citv Council Minutes -8- 5/17/94 AGENDA ITEM May 17, 1994 TO: George Scarborough, City Manager FROM: Thomas Tomlinson, Director of Planning SUBJECT: Capital Improvement Project(CIP) 700, Trabuco Creek Sewer Bypass. RECOMMENDATION Adopt the attached draft resolution approving the mitigated negative declaration and the conceptual improvement plans for installation of a portion of the existing Trabuco Creek sanitary sewer, subject to conditions. SITUATION A. Applicant City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Contact Person: Brian Perry, Senior Civil Engineer B. Summary and Recommendation - The project consists of a proposed emergency sewer by- pass for a portion of the existing Trabuco Creek Sanitary sewer. Staff recommends that the City Council approve the mitigated negative declaration and the conceptual improvement plans (Attachment 1). C. Background 1. General Plan Desi ng ation - The project will run through areas designated as 1.4, "Medium Density Residential," 2.4, "Specialty Parks," and 1.6, "High Density Residential' according to the General Plan Map (Attachment 2). 2. Zoning Designation - The project will run through the RD (Garden Home), SP (Precise Plan), and PRD (Planned Residential Development Districts. The project is also located within the Design (D) overlay district. It is the intent of the Design District to protect, promote, and enhance the historic and cultural character of the City and to perpetuate the unity and theme of Spanish architectural styles within the City. FOR CITY COUNCIL AGEN Agenda Item -2- May 17, 1994 3. Environmental Review - The proposal was reviewed by the Environmental Review Board on February 8, 1994. At that time the Board issued a mitigated negative declaration with mitigation measures requiring: 1) replanting/reseeding for disturbed areas, 2) protection of any existing wetlands by delineating the existing area and locating the pump station within an area that minimizes impacts to the vegetation, 3) requirement for all heavy equipment used for construction to be equipped with mufflers to reduce noise impacts during construction, 4) restricted hours of construction activity, and 5)retaining the services of a SOPA certified archaeologist to monitor the grading/trenching (Attachment 3). The draft resolution contains conditions of approval with these mitigation measures. 4. Community Redevelopment Agency- The property is located within the Community Redevelopment Project area; however, the Agency is not in negotiations with the property owner. In addition, the Community Redevelopment Agency owns the property from Mission to Ramos Street. 5. Prior Review/Entitlements License Agreement - In February, 1994, the City entered into a license agreement with Mr. Hideo Shibata to allow for the temporary construction of buried pipelines and a buried pumping station adjacent to Trabuco Creek (Attachment 4). Los Rios Review Committee - The project was reviewed as an information item by the Los Rios Review Committee February 24, 1994. There were no comments offered by the Committee members. 6. Project Background - The City of San Juan Capistrano operates a sewer in an easement adjacent to the east side of Trabuco Creek. The sewer begins at the north end of the City and runs south along the east side of Trabuco Creek, In the vicinity of Mission Street the sewer crosses the unlined section of Trabuco Creek to Alipaz Street and ultimately to the SERRA Treatment Plant in Dana Point. This is an important sewer facility serving a substantial area of the City to the north, including the Capistrano Villas. As a result of 1992 and 1993 storms, the sewer crossing the unlined portion of Trabuco Creek experienced substantial damage. In January 1994, as part of this project, the City's contractor installed a 342 lineal foot siphon across the lined section of Trabuco Creek between Alipaz Street at Calle Rio Vista and Ramos Street. The siphon is currently dry and will be put into operation upon completion of the project. The plans note that this siphon has already been installed. Agenda Item -3- May 17, 1994 D. Project Description: The proposal will ultimately realign the sewer system from along Trabuco Creek to near the center line of Avenida de la Vista from Oso Road. However, due to budget constraints, and to focus effort on the emergency aspect of the proposal, the project will be developed in phases. The first phase will realign just the southern portion (south of Calle Santa Barbara) of the sewer system to Avenida de la Vista and is anticipated to be completed within four months after "the notice to proceed." This first phase proposes a new sewer line from the east side of Trabuco Creek to Avenida de la Vista and installing a pump station. The project will lay a total of 2,236 feet of sanitary sewer from Alipaz street to Calle Santa Barbara as follows: a) bore and jack(meaning pushing sewer piping through the earth and excavating the surplus fill) installation of a 158 lineal foot segment of 16 inch gravity sewer from the existing 15 inch Trabuco Creek sewer manhole to the proposed temporary pump station. b) installation of a temporary pump station located about 160 feet southeast of the intersection of the Trabuco Creek sewer main and the Avenida de la Vista sewer connector. C) trench installation of 581 lineal feet of force main from the pump station easterly to the new 15' diameter gravity sewer in Avenida de la vista at Calle Santa Barbara. d) trench installation of 800 linear feet of 15 inch gravity sewer in Avenida de la Vista extending from Calle Santa Barbara the southerly cul-de-sac. e) bore installation of 150 linear feet of 15 inch sewer from the Avenida de la Vista cul- de-sac southerly between two existing homes fronting Mission Street. f) trench installation of 500 linear feet of 15 inch sewer from south of the homes fronting Mission Street to Ramos Street on the east side of Trabuco Creek. The project trenching is proposed to be conducted consistent with City standards and recompacted to prevent settling. Exported fill is anticipated to be minimal (less than 1,000 cubic yards). After completing the project, the City will abandon the old and damaged sewer along the west side of Trabuco Creek. Staff notes that, by separate action this evening, the City Council is considering approval of an amendment to the Shibata License agreement and approval of the plans and specifications. Agenda Item 4- May 17, 1994 E. Issues No issues have been identified. Staff analysis includes a discussion of the required findings for development applications and a discussion regarding the need for interjurisdictional coordination and notification of property owners. F. Staff Analysis FINDING#1: IS THE PROJECT CONSISTENT WITH THE GENERAL PLAN? The General Plan's Public Facilities & Utilities Element(page 137) cites as one of its objectives, "to promote an adequate and efficient range of public facilities and services to ensure the residents the opportunity for a safe, healthful, and attractive environment." Given that the project is considered necessary to prevent interruption of services for residents and businesses along Trabuco Creek and along Ranch Viejo Road north of Junipero Serra, the project by its nature is consistent with the General Plan's objectives. In addition, the recommended mitigation measures to require: 1)replanting/reseeding for disturbed areas, 2)protection of wetland area by delineating the existing area and locating the pump station in an area that minimizes or eliminates impacts to the vegetation, 3) requirement for all heavy equipment used for construction to be equipped with functional mufflers to reduce noise impacts during construction, 4) restricted hours of construction activity, and 5) retaining the services of a SOPA certified archaeologist to monitor the grading/trenching operations ensure consistency with the General Plan's objectives for promoting an aesthetically pleasing, environmentally sensitive, and responsibly developed capital improvement. The draft resolution contains these mitigation measures as conditions of approval. FINDING #2: DOES THE PROJECT GENERALLY COMPLY WITH TITLE 9 OF THE MUNICIPAL CODE? Staff notes that the sewer by-pass will not result in the demolition of any existing historic structures or removal of any trees greater than 6" in diameter. Therefore, no additional permits are required under Title 9. Furthermore, as conditioned the project will comply with Title 9. INTERJURISDICTIONAL COORDINATION.• A License Agreement has been entered into with Mr. Shibata, a property owner, whose property will experience some grading to install the temporary pump station (as shown on the plans and Attachment 4). A portion of the project will occur within a City easement on the Harris stable property and within the Orange County Flood Control District easement. Therefore, to ensure coordination between all affected parties occurs, staff recommends that all private property agreements and permits shall be in place and submitted to the Director of Building and Engineering for approval prior to construction. The draft resolution contains a condition with this requirement. Agenda Item -5- May 17, 1994 COMMISSION/BOARD REVIEW AND RECOMMENDATIONS Planning Commission- On April 26, 1994 the Planning Commission adopted Resolution 94-4-26-5 recommending approval of the mitigated negative declaration and the conceptual plans for the Trabuco Creek sewer by-pass project(Attachments 5 and 6). FINANCIAL CONSIDERATIONS The siphon crossing of Trabuco Creek was constructed in January 1994 for $170,000. The temporary pump station has been purchased by the City for $40,000. The engineer's estimate for construction to complete the project is $500,000. The necessary funding has been included in the Fiscal Year FY 93-94 Capital Improvement Project budget. PUBLIC NOTIFICATION A public meeting notice denoting the proposal, time, and location of the May 17, 1994 City Council meeting was mailed to all property owners within 300 feet of the project, including Mr Shibata and Mr. Harris, the affected property owners, and the property was posted pursuant to State requirements. ALTERNATE ACTIONS 1. Adopt the attached draft resolution approving the mitigated negative declaration and the conceptual sewer by-pass for a portion of the existing Trabuco Creek sanitary sewer (Attachment 7), subject to conditions, or, 2. Adopt the attached draft resolution approving the mitigated negative declaration and denial of the conceptual sewer by-pass for a portion of the existing Trabuco Creek sanitary sewer; or, 3. Continue the item and direct staff to return with further information on specified issues. Agenda Item -6- May 17, 1994 RECOMMENDATION Adopt the attached draft resolution approving the mitigated negative declaration and the conceptual improvement plans for installation of a portion of the existing Trabuco Creek sanitary sewer, subject to conditions. Respectfully submitted, Thomas Tomlinson Planning Director TT:ML:hs Attachments: 1. Draft Resolution 2. Location Map 3. Mitigated Negative Declaration 4. License Agreement 5. P.C. Minutes 4-26-94 6. P.C. Resolution 94-4-26-5 7. Large Scale Plans (c:\wp51\cp\cip700.cc) RESOLUTION NO. 94-5-17-5 APPROVAL OF MITIGATED NEGATIVE DECLARATION AND CONCEPTUAL PAPROVEMENT PLANS-TRABITCO CREEK SEWER BY-PASS A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, APPROVING A MITIGATED NEGATIVE DECLARATION AND CONCEPTUAL IMPROVEMENT PLANS FOR TRABUCO CREEK SEWER BY-PASS WITHIN THE CITY OF SAN JUAN CAPISTRANO (CAPITAL IMPROVEMENT PROJECT 700) WHEREAS,the City of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California 92675,submitted an application for approval of improvement plans to construct a sewer by-pass within the City of San Juan Capistrano; and, WHEREAS,the City of San Juan Capistrano experienced storm-related damage to its existing sewer facilities in 1992 and 1993 and subsequently identified the improvement to these facilities as a necessary Capital Improvement Project; and, WHEREAS,in accordance with the California Environmental Quality Act, the Environmental Review Board determined that the conceptual plans will not result in any etrvironmental impacts and issued a mitigated negative declaration with mitigation measures, including mitigation for protection of any affected wetlands. Said mitigation measures are contained as recommended conditions of approval in this resolution; and, WHEREAS, on February 24, 1994, the Los Rios Review Committee received and filed the project as an information item; and, WHEREAS,on April 16, 1994,the Planning Commission adopted Resohrtinn 94-4-26-5 recommending City Council approval of the mitigated negative declaration and the conceptual improvement plans for the Trabuco Creek Sewer By-Pass; and, WHEREAS,a public meeting was held by the City Council for which notice was delivered to residents within 300' of the property and the site was posted pursuant to State requirements. NOW THEREFORE,BE IT RESOLVED,that the City Council of the City of San Juan Capistrano does hereby find that: 1. General Plan Consistency-The Trabuco Creek Sewer By-Pass is consistent with he General plan in that it will provide uninterrupted levels of service for the residents of San Juan Capistrano. 2. Title 9 Compliance-The project complies with the provisions of Title 9 and, as conditioned, will ensure that an attractive environment for the public is maintained after the project is completed. 3. Environmental Review - The Environmental Review board determined that the conceptual plan will not result in any environmental impacts and issued a mitigated negative declaration with mitigation measures which are contained as conditions of approval in this resolution. BE IT FURTHER RESOLVED, that the City Council of the City of San Juan Capistrano does hereby approve a mitigated negative declaration and conceptual plan for Capital Improvement Project 700,the Trabuco Creek Sewer By-Pass,with the following conditions: 1. All areas subject to grading,trenching, or similar land-disturbing activity which results in the removal of surface vegetation will be subject to replanting/reseeding for erosion control, -1- Erosion control re-vegetation shall be of a type and mix which is compatible with local soil conditions as well as existing vegetation. A plan showing landscaping shall be approved by the Planning director prior to the issuance of a building permit or project initiation. Giant Reed Scrub situated within or directly adjoining the project limits will be eradicated. 2. Any disturbed wetland will be minimized to the greatest extent possible. As part of the construction design phase, the City will delineate the location of any existing wetland area and locate the proposed pump station in an area which minimizes or eliminates impacts to wetland vegetation. 3. All heavy equipment used for construction shall be equipped with mufflers to reduce noise impacts during construction. 4. Construction activity shall be limited to the following hours: 7:00 a.m. to 6:00 p.m. (Monday through Friday),8:30 a.m. to 4:30 p.m. (Saturdays), and prohibited on Sundays and Federal holidays. 5. Prior to the issuance of any permits,or receiving construction bids, the applicant shall submit evidence that an on-site SOPA-certified archaeologist has been secured to observe and report on grading activities. The monitor may cease grading operations consistent with City Council policy to allow for the assessment, recovery, and evaluation of any cultural resources. The monitor shall prepare and submit a monitoring report upon completion of the project to the Planning Director. 6. Prior to authorizing construction the Director of Engineering and Building shall receive approval by the property owners to conduct the project within their properties. PASSED,APPROVED,AND ADOPTED this 17th day of May 1994. ,ROLLENE HE , MAYOR ATTEST: CTTY� -2- STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss CITY OF SAN JUAN CAPISTRANO ) I, 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. 94-5-17-5 adopted by the City Council of the City of San Juan Capistrano, California, at a regular meeting thereof held on the 17th day of May , 1994, by the following vote: AYES: Council Members Jones, fiausdorfer, Nash, Vasquez and Mayor Campbell NOES: None ABSTAIN: None ABSENT: None (SEAL) CHERYL JOHNSON, Y CLERK -3- .�•� O N W ao a V 3y y. •Z OLV ♦` _ � ♦ urs � `.r♦r•�r.r♦`♦ 3 � � 1 •[.• W�79YF• q • i L • III. DISCUSSION OF ENVIRONMENTAL EVALUATION 1. EARTH: Yes. The project will involve both trenching and boring for the installation of sanitary 2,236 11 of sewer line. Based on preliminary estimates, the project would involve 1,660 lineal feet of trenching and 5761.f. of boring. All trenching would be conducted consistent with the City's design standards and recompacted to prevent settling. The extent of grading would result in the removal of existing ground cover and vegetation which could lead to soil erosion in the area of trenching or boring pits. Therefore, the project could result in localized earth resource impacts and mitigation is appropriate. Mitigation Measure Al: All areas subject to grading, trenching. or similar land disturbing activity which results in the removal of surface vegetation will be subject to r len anting/reseedingfor erosion control Erosion control revegetation shall be of a type and mix which is compatible with local soil conditions as well as existing vegetation. 2. AIR: No. The project would not exceed significance levels established by the Air Quality Management District (SCAQMD) and therefore will not have an impact on air resources. 3. WATER: No. The project would not effect any surface or groundwater resources and therefore no impacts are anticipated. In fact, the project would replace an existing damaged sewer line crossing of Trabuco Creek which threatens the existing water quality. The project would result in maintaining water quality in Trabuco Creek. 4, PLANT LIFE: Maybe. The project would result in the removal of approximately 0.39 acre existing vegetation along the east side of Trabuco Creek at the southeast corner of Rancho Sierra Vista Stables (Harris). Existing plant communities consist largely of giant reed scrub but also include mulefat scrub and emergent wetlands. The giant reed scrub, which is dominant, is also an invasive plant which diminishes the wetland habitat value of the creek. Programs which include the removal of giant reed are considered effective mitigation measures for wetland restoration by the California Department of Fish and Game and US Fish and Wildlife Service. Given the limited area of disturbance, the impacts are not anticipated to be significant. However, the potential exists for the project to impact wetland vegetation and mitigation is appropriate. Mitigation Measure#2• The area of disturbed wetland will be minimized to the areatest extent possible As part of the construction design phase the City will delineate the location of existing wetland area and locate the proposed pump station in an area which minimizes or eliminates impacts to wetland veSetation. Mitigation Measure #3: Giant reed scrub situated within or directly adjoining the project limits will be eradicated. 5. ANIMAL LIFE: No. The project would not eliminate natural habitat nor wildlife resources and therefore, staff anticipates no animal life impacts. ATTACHMENT 6. NOISE: Maybe. The project would create construction-related noise from heavy equipment needed for trenching and boring. Furthermore, a portion of the project directly adjoins single family homes in the Capistrano Villas. While the City's noise regulations restrict construction noise, the subject project would be exempt based on 9-3.615(d)(4). Therefore, noise impacts could be potentially significant and necessitate mitigation. Mitigation Measure#47 All heavy equipment used for construction shall be equipped with functional mufflers which effectively reduce noise to the minimum attainable noise level for heavxconstruction equipment. Mitigation Measure#5: All construction activity shall be restricted to between the hours of 7:00 am and 9:00 pm. Monday through Friday. and 8:30 am to 4.30 pm Saturday. 7. LIGHT AND GLARE: No. The project does not propose extensive outdoor lighting sources and therefore, staff anticipates no light and glare impacts. 8. LAND USE: No. The project would not result in a significant change in land use from what the General Plan and Zoning Ordinance have planned for the project site and therefore, no land use impacts would result. 9. NATURAL RESOURCES: No. Staff does not anticipate that the project will impact any natural resources. 10. RISK OF UPSET: No. The project does not include activities which could result in any potential "risk of upset" impacts and therefore, staff does not anticipate any impact. 11. POPULATION: No. The project would not result in conditions effecting the rate or extent of community immigration nor emigration and therefore, staff anticipates no impacts. 12. HOUSING: No. Staff does not anticipate that the project will generate substantial increases in demand for new housing nor substantially alter the housing mix of the community. 13. TRANSPORTATION: Maybe. The project would result in short-term traffic impact due to the installation of sewer in Avenida de la Vista from Calle Santa Barbara south to the cul-de-sac. However, alternate routes exist to provide access to and from the existing four residences which would be effected. Furthermore, City requirements provide for implementation of a traffic control plan. Therefore, staff anticipates no significant transportation impacts. 14. PUBLIC SERVICES: No. Staff anticipates no public service impacts. 15. ENERGY: No. The project will not require substantial energy resources to function and therefore, staff anticipates no impacts. 16. UTILITIES: Maybe. The project will maintain existing sewer services within the Capistrano Villas neighborhood and adjoining areas served by the Trabuco Creek sewer main. The project will not create additional sewer capacity nor demand for additional capacity. Also, the project will not require alterations to the City's agreement with SERRA(Southeast Regional Reclamation Authority) for the provision of wastewater treatment services at SERRA's Dana Point plant. The project will not effect existing nor planned utilities and therefore staff anticipates no impacts. 17. HUMAN HEALTH: No. The project will not effect human health and therefore, staff anticipates no impacts. 18. AESTHETICS: No. The project complies with applicable City design standards and will not result in significant aesthetic impacts. 19. RECREATION: No. The project will not generate any recreation resource related impacts. 20. ARCHEOLOGICALIMSTORICAL: Maybe. The project traverse the northwest area of the Los Rios National Historic District. The project includes about 650 11 of trenching and boring to install a 15 inch sewer line through that area. The Los Rios area is both historically and archaeologically significant and the there is a high likelihood that grading would disturb subsurface artifacts or resources. Potential impacts are significant and mitigation is appropriate. Mitigation Measure#6• The contractor will be required to retain the services of a SOPA- certified archeologist who will monitor all excavation for potential impacts on cultural resources. The monitor may cease grading operations consistent with City Council poligy. to allow for the assessment recovery and or evaluation of any cultural resources IV. PREPARATION The initial study for the subject project was prepared by: William Ramsey, AICP, Senior Planner V. DETERMINATION(To be completed by the lead agency) On the basis of this initial evaluation: [ ] I find that the proposed project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared. [X] I find that although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because the mitigation measures described on an attached sheet have included in this project. A NEGATIVE DECLARATION will be prepared. [ ] I find that the proposed project MAY have a significant effect on the environment, and an ENVIRONMENTAL IMPACT REPORT is required. VL DE MINIMIS FEE DETERMINATION (Chapter 1706, Statutes of 1990-AB 3158) [X] It is hereby found that this project involves no potential for any adverse effect, either individually or cumulatively, on wildlife resources and that a"Certificate of Fee Exemption" shall be prepared for this project. [ ] It is hereby found that this project could potentially impact wildlife, individually or cumulatively, and therefore fees shall be paid to the County Clerk in accordance with Section 711.4(d) of the Fish and Game Code. VII. ENVIRONMENTAL REVIEW BOARD DETERMINATION (Section 9-2.201 of SJC Municipal Code) The initial study for this project has been reviewed and approved by the Environmental Review Board (ERB) and the environmental determination has been recommended for approval. Date: February 8, 1994 Dick Bobertz,Planning Manager Chairman (c:\wpwin60\cip\cip700tc.is) RECORDING REQ&TED BY: • City of San Juan Capistrano AND WHEN RECOttDED MAIL TO: Office of the City-Clerk City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Project No.: 17-63500-4717-700 Exempt from Recording Fees Pursuant Project: Trabuco Sewer Emergency Repair to Government Code Section 6103 Assessors Parcel No. 649-111-01 City Sewer Emergency Repair Project Cheryl Johnson, City Clerk San Juan Capistrano, California LICENSE AGREEMENT TEMPORARY PUM G AND PIPELINES THIS LICENSE AGREEMENT is made this /0 ofd, 1994, by and between the CITY OF SAN JUAN CAPISTRANO, a Municipal corporal rrrhereinafter referred to as "City" and Hideo Shibata, an individual, hereinafter referred to as "Property Owner". WHEREAS, Property Owner owns land more particularly described as Assessor's Parcel No. 649-111-01; and, WHEREAS, City owns and operates a sewer facility crossing Trabuco Creek adjacent to the Property Owner's land; and, WHEREAS, City sewer crossing Trabuco Creek has suffered storm damage presenting a danger to health and safety; and, WHEREAS, City ultimately plans to relocate said sewer in Avenida de La Vista; and, WHEREAS, Design and relocation of said sewer may take two years; and, WHEREAS, City wishes to abate the potential danger to health and safety immediately by designing and constructing facilities to bypass the existing Trabuco Creek crossing= and, WHEREAS, City desires to use "Area A", as depicted on "Exhibit A", attached hereto and made a part hereof, to install and operate a temporary pump station to pump sewage directly to the City sewer in Avenida de Ia Vista; and VHEREAS, City will also require the use of Owner's road for ingress and egress from Avenida de is Vista to the pump station. -I- ATTACHMENT 4 License agreement Continues NOW, THEREFORE, IN CONSIDERATION OF THE PREMISES and the promises which follow, OWNER and CITY agree as follows: 1. Grant of License. Owner hereby grants to the City a temporary license for: a. The installation, operation and maintenance of a pump station and facility on "Area A" to pump sewage directly to pipelines located in Avenida de la Vista. b. Ingress and egress from Avenida de la Vista over Owner's road to Area A. 2. Term. This License will commence on the date this agreement is executed and will terminate when the first of the following events occurs: a. Cessation of the use of the pump station and facility by the City. b. Termination by mutual agreement. C. December 31, 1993. 3. Consideration. In consideration of the granting of this License, the City shall: a. License Fee. Pay Owner the sum of Five Hundred Dollars ($300.00) per month commencing on the execution of this agreement and continuing each month thereafter until terminated. b. Safety of Premises. Observe and maintain the safety and security of Owner's land and premises by: (1) Limiting its regular use of the road and site to Owner's normal hours of operation, i.e., 7:30 a.m. to 4:30 p.m. Mondays through Fridays, emergencies excepted. (2) Keeping the gate at Avenida de Is Vista closed and locked after each entry or exit when the Owner is not open for business. C. Use of Road and Area A. Use the road and Area A safely and in such a manner as not to lsturb or create a hazard or nuisance to Owner, his neighbors or any of the surrounding property. Any damages caused by the City or any of Its agents, employees or contractors shall be promptly repaired by the City. 4. In emni a Ho Harmless The City represents and warrants that the Owner is a e"tely protected.-through liability insurance or otherwise--from any claim or liability arising from any injury or damage which might take place on the Road or Area A by reason of its use and occupancy, and agrees to indemnify and hold Owner, his successors and assigns, free and harmiess therefrom. •• ,.,,ncnuea 5. Restoration of Area A Within thirty (30) days after termination of this License, the City shall: remove all of the debris, pumps, equipment and appurtenances; reasonably restore "Area A" to its pre-existing condition and repair any damages to the road. 6. Extension This License Agreement may be extended by mutual agreement of the parties hereto. 7. Successors in Interest The License Agreement shall inure to and be binding on the heirs, successors, executors, administrators, and assignees of the Property Owner. DATED this 10 of fit,. .,,_ 1994 at San Juan Capistrano. ATTEST: CITY OF SAN JUAN CAPISTRANO Cheryl A. _1bhn3orK, City Clerk ollerte mpbel , Mayor APPROVED AS TO FORM: PROPERTY OWNER: /Li 1 i � 4.4_,to 4 �� T4and K. DenhalteiF,-City/At?fney Hideo Sh:bata 7( y iwrrt�wr STATEOF California 88. COLNM OF Orange on lanvary 14. 1994 bomme,_ Jams S. Okazaki. Pow wvdmm ayoairrtiai Notary Public P Hideo Sbibata orrxesay spy James S. Okazaki kaoealonr(arpw"falmonbb1lsai 1PdM+ell )baaroersam)WhM o"wee cou"rr nMIM(a)W=11e— *b 1111 willYi Yaal/I�t . b IIM u.ca.e. E..".w.n •wr tlU nan h IrlAuerlt i/ ppq i� ant tatofl Pitenal�ir 10004{►an"nlaunMl 1r oMl0 K orft 1nw upon w of w"ft pM1m14 Mme Hance ar NmMmwc rsuerDMen-arw�rawa�-wr��.as w�ae soon 'nawoltrr"MAW rt uses" N pE L �r�s�s-u�•os pvEN�Op u/�4*•m-os �r,�sN•ni-a ��ai•os A'I649-111-0I oil GO J�%oO Id AREA W �/ ar+ww�nas SH 1 BATA PORTION SECTION Is TSS, R EXKIBIT 'A' PC Minutes -11- April 26, 1994 Public CQmments: There bei no public comments, rman Greiner clo the Public ing. Ado ot \ofR olution Recommending oval of CA 94-0 the C i Public fl: as moved b ommissioner Bathgate, sftnded by Commi - ner Neely, th 'I t, �..ON h ollowing Res 'on be adopted uest to amend on 2, Code h the with A ental Val 6 km dments, third s ence, to read �Thet- Nirrod ital AdminNistrat all meet all E M 4- the 9 0 PC SOLUTION NO. 26-5. CA 94-01 A SOLUTION OF THEN APIST O'CALIFORNIA, FLANN L;OMMISSIONOFTW ITY'OFSAN JUAN CAPIST 0, R 0 0 F D MEG EC M 0 F ADOPTION OF AN ORDINA AMENDING TITLE 2, LE 4 (ENVIRONMEN REVIEW BOARo),TITLE 9, TIcLE 2, CODE )E SECTION 9- 2 OF THE MUNN DE (Adding Envir ental Administrator), d Title 9, Article 4, tion 9-2.403 (Appointm Of oning Administr r) of the Municipal C 0. The m ion was carried b e following vote: AYE Commission Bathgate, Neely, Nun aquin, and Chairman Grei NOES: None ABSENT: C missioners Hart an odge NEW BUSINESS (Continued) 2. CIP 700: CAPITAL IMPROVEMENT PROJECT (TRABUCO CREEK SEWER BYPASS) Written Communication' Report dated April 26, 1994, from the Planning Department, recommending that a recommendation of approval be forwarded to the City Council of the Mitigated Negative Declaration and Conceptual Improvement Plans for a proposed emergency sewer bypass for a portion of the existing Trabuco Creek sanitary sewer. Mechelle Lawrence, Assistant Planner/Project Manager, made an oral presentation. Commission's Questions to Staff: Chairman Greiner questioned if the old pipe is abandoned, should it be secured for safety purposed. Ms. Lawrence stated the area will not be closed down for several years. ATTACHMENT 5 PC Minutes -12- April 26, 1994 Adoption of Resolution Recommending City Council Approval of CIP 700: It was moved by Commissioner Bathgate, seconded by Commissioner Paquin, that the following Resolution be adopted recommending approval by the City Council of the Mitigated Negative Declaration and Conceptual Improvement Plans for a proposed emergency sewer bypass for a portion of the existing Trabuco Creek sanitary sewer: PC RESOLUTION NO. 94-4-26-6. CIP 700 - CAPITAL IMPROVEMENT PROJECT (TRABUCO CREEK SEWER BYPASS) —A Resolution of the Planning Commission of the City of San Juan Capistrano, California, recommending that the City Council approve a Mitigated Negative Declaration and conceptual improvement plans for Trabuco Creek Sewer Bypass within the City of San Juan Capistrano (Trabuco Creek) The motion was carried by the following vote: AYES: Commissioners Bathgate, Neely, Nunn, Paquin, and Chairman Greiner NOES: None ABSENT: Commissioners Hart and Hodge WRITTE OMMUNICATIONS None. COMMISSION STA COMMENTS Bobertz was inform by Commissioner Neely th he could substitute Co issioner Bathgate at City Council meeting of May 1994. Commissioner Paqu will be attending the M Mayor's meeting. Commissi r Nunn requested staff re wregulations with Code Enforce t regarding the installatio ach weekend of a tent a e Home Furnishings Center . Commissioner Pa noted the letter from T as Rhibar regarding Goodyear Tire Center, and asked w this project would be pres d to Planning Commission. Mr. Bobertz stated staff w be responding to Mr. Rh ' letter and the project is tentatively scheduled to co before Planning Commission within the next two months. 1 � 2 3 PC RESOLUTION NO. 944-26-5 4 5ISP 700, CAPITAL. IMPROVEMENT PROJECT 6 TRABUCO SEWER BY-PASS 7 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF SAN 8 JUAN CAPISTRANO, CALIFORNIA, RECOMMENDING THAT THE CITY COUNCIL APPROVE A MITIGATED NEGATIVE DECLARATION AND 9 CONCEPTUAL IMPROVEMENT PLANS FOR TRABUCO SEWER BY-PASS WITHIN THE CITY OF SAN JUAN CAPISTRANO (TRABUCO CREEK). 10 WHEREAS: 11 12 1. The City of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, CA 92675, submitted an application for approval of improvement plans to 13 construct a sewer by-pass within the City of San Juan Capistrano; and, 14 2. The City of San Juan Capistrano experienced storm related damage to its existing 15 sewer facilities in 1992 and 1993 and subsequently identified the improvement to these facilities as a necessary; and, 16 17 3. In accordance with the California Environmental Quality Act, the Environmental Review Board determined that the conceptual plan will not result in any 18 environmental impacts and issued a mitigated negative declaration with mitigation measures, including mitigation for protection of any affected wetlands. Said 19 mitigation measures are contained as recommended conditions of approval in this 20 resolution; and, 21 4. On February 24, 1994 the Los Rios Review Committee received and filed the project as an information item; and, 22 23 5. A public meeting was held by the Planning Commission for which notice was delivered to residents within 300'of the property and the site was posted pursuant 24 to State requirements. 25 6. This action shall not be deemed final until 21 days after the approval date of this 26 project. Any aggrieved party may appeal any part of this action to the City Council within 21 days by doing so in writing to the City Clerk. 27 28 ` ATTACHMENT 6 1 PC Resolution 94-4-26- -2- DRAFT 2 THEREFORE BE IT RESOLVED,that based upon the following findings: 3 a. General Plan Consistency - The Trabuco Sewer By-pass is consistent with the General 4 Plan in that it will provide uninterrupted levels of service for the residents of San Juan Capistrano. 5 b. Title 9 Compliance - The project complies with the provisions of Title 9 and, as 6 conditioned, will ensure that an attractive environment for the public is maintained after 7 the project is completed. 8 c. Environmental Review - The Environmental Review Board determined that the 9 conceptual plan will not result in any environmental impacts and issued a mitigated negative declaration with mitigation measures which are contained as conditions of 10 approval in this resolution. 11 THEREFORE,BE IT RESOLVED,that the Planning Commission of the City of San Juan Capistrano does hereby recommend that the City Council approve a mitigated negative 12 declaration and conceptual plan for CIP 700 with the following conditions: 13 1. All areas subject to grading, trenching, or similar land disturbing activity which results 14 in the removal of surface vegetation will be subject to replanting/reseeding for erosion control. Erosion control revegetation shall be of a type and mix which is compatible with 15 local soil conditions as well as existing vegetation. A plan showing landscaping shall be 16 approved by he Planning Director prior to the issuance of a building permit or project initiation. Giant Reed Scrub situated within or directly adjoining the project limits will 17 be eradicated. 18 2. Any distrubed wetland will be minimized to the greatest extent possible. As part of the 19 construction design phase,the City will delineate the location of any existing wetland area and locate the proposed pump station in an area which minimizes or elimnates impacts 20 to wetland vegetation. 21 3. All heavy equipment used for construction shall be equipped with mufflers to reduce 22 noise impacts during construction. 23 4. Construction activity shall be limited to the following hours: 7:00 a.m. to 6:00 p.m. (Monday through Friday), 8:30 a.m. to 4:30 p.m. (Saturdays),and prohibited on Sundays 24 and Federal holidays. 25 5. Prior to the issuance of any permits, or receiving construction bids, the applicant shall 26 submit evidence that an on-site SOPA-certified archaeologist has been secured to observe and report on grading activities. The monitor may cease grading operations consistent 27 with City Council policy to allow for the assessment, recovery, and evaluation of any 28 1 PC Resolution 944-26- -3- 2 cultural resources. The monitor shall prepare and Nubmit a monitoring report upon 3 completion of the project to the Planning Director. 4 6. Prior to construction the applicant shall submit to the Planning Director evidence of approval by the property owners to conduct the project within their properties. 5 6 PASSED,APPROVED AND ADOPTED this 26th day of April, 1994 by the following vote, 7 to wit: 8 AYES: Bathgate, Greiner,Neely,Nunn, Pacquin. 9 NOES: None. 10 ABSENT: Hart, Hodge. 11 12 ABSTAIN: None. 13 14 John Greiner, Chairman 15 16 Dick Bobertz, Secretary (cip700.per) 17 18 19 20 21 22 23 24 25 26 27 28 Y11o1S110ER THIS CERTIFICATE ISISSUED ASA MATTEROF INFORMATION ONLY AND '� CONFEgS NO RIGHTS UPON THE CERTIFICATE HOLDEfl. THIS CERTIFICATE Rollins Hud ig Hall of DOES NOT AMEND, EXTEND Ofl ALTER THE COVERAGE AFFOgDED BY THE SOUViIiern California POLICIES BELOW. P.O. Box 54670 COMPANIES AFFORDING COVERAGE Los Angeles , CA 90054-0460 213-630-3200 COMPANY LETTER A American Intl Specialty Lines COMPANY INSURED LETTER B National Union Fire Ins Co . Colich & Son% COMPANY 647 West 140th Street LETTER C Gardena COMPANY LETTER D CA 90248 COMPANY LETTER E . .......... .. .J................ ............. 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 REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLANS. Do TYPE OF INBURANCE POLICY NUMBER POLICYEFFECTIVE POLICY EXPIRATION LIMITS LTR DATE(MM/DD/YY) DATE(MM/DO/YY) GIENERALUABLITY GENERAL AGGREGATE S 2000000 A X COMMERCIAL GENERAL LIABILITY GLBIB1455 11/01/95 11/01/96 PRODUCTS-COMP/OP AGG. $ 1000000 F-1 CLAIMS MADE ER OCCUR. PERSONAL & ADV. INJURY S 1000000 OWNER'S & CONTRACTOR'S PROT. EACH OCCURRENCE S 1000000 FIRE DAMAGE (Any ome fire) S 50000 I MED.EXPENSE(Any one personS 5000 AUfOMOBLE LIABILITY COMBINED SINGLE 8 ANY AUTO 8201836 11t01196 11/01/96 LIMIT 1 1000000 X ALL OWNED AUTOS INIOLY INJURY SCHEDULED AUTOS (00 parson) X HIRED AUTOS go* ILY INJURY $ X NON-OWNED AUTOS F sccideW GARAGE LIABILITY AhPERTY DAMAGE EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM WORKER'S COMPENSATION STATUTORY LIMITS AND EACH ACCIDENT,=: ENIPLOYORS'LIABLITY _EOL Icyjffif� EAEAZ-EACH P40 = M OTHER DESCRIPTION OF OPSHATIONG#LOCATIOML-AHicLEwspEciAL rrams Lp Re: : Trabuco Do La Vista Sewer from Alipaz Street to Calls Santa Barbara , The W-1 Holder , its elected or appointed officers , officials , employees and volunteers are included as additional insureds with respects to General LiabiliR . . . ................... SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATEHOLDER NAMED TO THE CITY OF SAN JUAN CAP ISTRANO LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR Attn: Ms . Sheryl Johnson LIABILITYOFA NOUPONTHE COMPANY,ITS AGENTS OR REPRESENTATIVES. City Clerk NTATIVE 32400 Paseo Adelanto 185738000 Son Juan Capistrano , CA 92875 ........... .............. .......... ........... 0A ..... ...... ...... ... .........-................ .................. ..... AI/IN D. ISSUE DATE(MM/DD/ 10/31/9595 PpBtiuGEp THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND ~ CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE Rollins Hudig Hall of DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE Southern California POLICIES BELOW. P.O. Box 54670 COMPANIES AFFORDING COVERAGE Los Angeles , CA 90054-0460 213-630-3200 COMPANY LETTER A American Intl Speciality Lines INSURED LETTER ERB National Union Fire Ins Co. Co I i ch & Sons COMPANY 547 West 140th Street LETTER C Gardena COMPANY LETTER D CA 90246 COMPANY TTER E THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE L13TED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICYEFFECTIVE POLICY EXPIRATION LIMITS LTR DATE(MM/DD/YY) DATE(MM/DD/YY) OENERALLIABLITY GENERAL AGGREGATE t 2000000 A X COMMERCIAL GENERAL LIABILITY OL8181455 11/01/95 11/01/96 PRODUCTS-COMP/OP AGG. S 1000000 CLAIMS MADE OX OCCUR. PERSONAL & ADV. INJURY S 1000000 OWNER'S A CONTRACTOR'S PHOT. EACH OCCURRENCE = 1000000 FIRE DAMAGE iAny one fire) S 60000 MEG.EXPENSE(Anv one erson S 5000 AUTOMOBLELNNLITY COMBINED SINGLE S B ANY AUTO 8201836 11/01/95 11/01/96 LIMIT 1000000 X ALL OWNED AUTOS BODILY INJURY S SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) GARAGE LIABILITY PROPERTY DAMAGE $ EXCESS LIABILITY EACH OCCURRENCE t UMBRELLA FORM AGGREGATE S OTHER THAN UMBRELLA FORM WORKER•s COMPENSATION ST ATUTOHY UMI1S AND EACH ACCIDENT $ DISEASE-POLICY LIMIT S EMPLOVERS'LIABLITY DISEASE-EACH EMPLOYEE S OTHER Z O G b('ren CJI A DESCRIPTION OF OPERATIONSLOCATIONSNE/IICLESmPEC1AL ITEMSIn Re: Trabueo De La Vista Sever from Alipaz Street to Calle Santa Barbara ry < Project , 'r rn x-x c SEE ATTACHED z -" 11L'll?, ,iGLDI,.. CItTCLTtN1z n �m .... SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCEHID BEFORE THE €: EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR 70 MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE City of San Juan Capistrano LEFT,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR Attn : Ma . Sheryl Johnson LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. City Clark . AUTHORIZED ENTATIVE 32400 Paseo Adelanto 185738000 San Juan Ceplstrano CA 92675 ' POLICYNUMBER SLMC251590 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS (FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. Name ofPerson or Organization; SCHEDULE- CITY OF'SAN JUAN CAPISTRANO RE; (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) 1. WHO IS AN INSURED(Section II)is amended to include as an insured the person or organization shown in the Schedule,but only with respect to liability arising out of "your work" for that insured by or for you. Imludes copynghted material of h�w Services Office,hw.with its permission. Copyright,Imurama Services Office,hie.1984 a■.... ..::::....:.........:....: FF...,:..,,.....:.:, ..:a.:..... 10M)ORII�. �'� aAt<(NM,Cb,YY, ., _.>. CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE Ro I I i ng' Hud i y Hall of DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE Southern California POLICIES BELOW. 10 Universal City Plaza , f 3400 COWANIES AFFORDING COVERAGE Universal City, CA 91608-1002 618-506-0100 COMPANY LETTER A Home Ins. Company f Illinois ANY B BODIES LEITER Reliance Insurance ComDany Col ich 6 Sons COMPANY 547 West 140th Street LETTER C Gardena ETERNV D CA 90248 COMPANY LEITER E ..,.:sa.....:::...... .w:..,:a Rs. .:..,..x..,..o:. ,...T.2.... gi THIS IS TO CERTIFY THAT THF.POLICIES OF INSURANCE LISTED BELOW HAVE-BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLIOYVPERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TEPA OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT T O W HICH THIS CERTIFICATE MAY BE ISSUED ORMAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LMITS SHOWNMAY HAVE BEEN REDUCED BY PAID CLAMS. « TYPEW aaaIRAMOS POLKIYNmm POLNIYafPCOTN! POLIOVE134RATION LIMRa L71 PATB(MM/DD/W) OATE(MM/DD/W) GENERAL LIABILITY GENERAL AGGREGATE : 2000000 A X COMMERCIAL GENERAL LIABILITY SLMC261590 11/01/94 11/01/9$ PROWCiS-CCMP/OP ADD. i 10 0 0 CLAIMS MADE 5_1 OCCUR. PERSONAL & AGN. INJURY = 1000000 .... OWNER'S& CONTRACTOR'S PROT. EACH OCCURRENCE t 1000000 FIRE DAMAGE (Arry one lire) i 50000 MED. EXPENSE(Aary one persorI' AUTOMOBILE LIABLITY COMBINED SINGLE t B X ANY AUTO SH2534459 11/01/94 11/01/95 LIMIT 1000000 ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) t HIRED AUTOS BODILY INJURY 1 NON-OWNED AUTOS (Per Accident) GARAGE LIABILITY PROPERTY DAMAGE _ EXCESSLIABLRY EACH OCCURRENCE r LMBRELLA FORM AGGREGATE : OTHER THAN UMBRELLA IOWA .......................................... WORKER'S OOMPENSATKNN SIA10i0RY LIMITS AND EACH ACCIDENT f''"""c EMPLOYEM*LIABLIfY DISEASE-POLICY LIMN: DISEASE-EACH EMPLOYEE IC' rn r,« w m DUCRaRNa1 W OPERATNINSILOOATIONEYELMNLa1SPlOIAL ITEMS _ Re: : Trabuco De Le Vista Sewer from Alipaz Street to Calle Santa Barbara. The co Holder, its elected or appointed officers , officials , employees and volunteers C TIO .. . :...;: :..:. . . r: IT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE 3 EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENBE#M6R—FB la MAIL 30 DAYSWRITTENNOTICE TO THECERTIFICATE HOLDER NAMEDTO THE CITY OF SAN JUAN CAPISTRANO %>rLEFT. R Attn: Ms. Sheryl Johnson RI:Aftf,IN'All, 111110.100HITMECE5,1FA!I. City Clerk t? Wmaimi N"EW.NTATWE 32400 Paseo Adelanto A 165738000 San Juan CapIstrano AGGIEd 31Ixt' kLkklECp;IDR1 11f;1l19 . SEP-13-95 THU 11 :43 AM COUCH&SONS. ESTI MAT TNG 310 329 2946 P.03 UAig-ITY ENDORSiMENT _ CITY OF SAN JUAN CAPISTRANO 3 San]uan Capistrano, California 92675 ATTN- A- POLICY INFORMATION Endorsement !/ 1. insurance Company Home Iran, -Go. of Il • Policy Number .SU 0251590 2. Policy Term (rrom)]�1_9 to..��• - Endorsement Effective Oat-e-11--T-94 3. Named Insured 4. Address of `lamed Insured - ��__ 99pp 5. Limit of Liability Any One ccurrenee Aggregate General Liability Aggregate (check one:) Applies 'Ipeclirssxtiatt(project R Is twice the occurrence limit 6. Deductible ac&ad3 _ S10,000 oto , Damage Per Occurrence 7. c6 %.TA�va-ieni Commercial CG0001 (11/88) ;eMpmetseashm General Liability form Gt00G8XZVq0M R Commercial General Liability "claims-made" form CG0002 8. Bodily injury and Property Damage Coverage is: "claims-made" % "occurrence" If claims-made, the retroactive date is B. POLICY AMENDMENTS This endonement'is issued in consideration of the policy premium. Notwithstanding any Inconsistent statement in the policy to which this endorsement is attached or any other endorsement attachec thereto, it is agreed as follows: 1. INSUMM. The City, its elected or appointed officers, officials, employees and volunteer: 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 completec operations of the Named Insured, or (c) premises owned, leased or used by the Namec - Insured. 2. CONTRIBUTION NOT REQUMM. As respects. (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 (c premises leased by the Named Insured from the City, the Insurance afforded by this polic% shall be primary Insurance as respects the City, Its elected or appointed officers, officials. employees or volunteers; a stand In an unbroken drain of coverage excess of the Namcc insureds scheduled underlying primary coverage. In either event, any other insurance maintained by the City, Its elected or appointed officers, officials, employees or volunteer, shall be In excess of this insurance and shall not contribute with it. (OYER) SEP-15-95 THU 11 :42 A14OLICH&SONS. ESTIMATING 30 329 2846 P- 04 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 Of fico farm 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 to the Company's limit of liability. 3. PROVISIONS REGARDING THE INSUREDS DUTIES AFTER ACCIDENT OR LOSS. Any failure to comply with reporting provisions of the policy shall not affect coverage provided to the City, its elected or appointed officers, offlcfals, employees or volunteers. providing the City complies with its obligations as an insured. 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: ATTN. Tide (Department) Home Insurance Co: of Irlinois ompany 0 v Plaza Suite 3400 Street Address Universal City, CA 91608 (City) tate (Zip Code S Rl Ser 5O9- 09 (Telephon D. SIGNATURE OF INSURER OR AUTHORIZED REPRESENTATIVE OF TM INSURER I, 17ennis T. Memard, III (print/type name), warrant that I have authority to bind the below listed insurance company`and'by my signature hereon do so bind this company. MNATURE OF AUTE�ORIZE E '��TIY'E (original signature required on endorsement furnished to the City) CRGYHIZATIQvt Rollins Hudig Hall TITLEt Vice Prqdl&nt 44C RESSt In TU ' nl D1 ^o^ q„i t '24M1 TELEPKPE: (Aig) •f(1l99nq ISSUE DATE(MA/DD/YY) .., . ....; 1-NOV-1994 PlYotiuor:R -' 7949 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND Willis Corroon of Orange County Insurance Services CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE 1551 North Tustin`Ave. DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE Suite 1000 r POLICIES BELOW. Santa Ana CA 92701 COMPANIES AFFORDING COVERAGE (714) 953-9521 COMPANY Argonaut Insurance Company LETTER A Contact : Michelle Orton -- -- ----- COMPANY LETTER B Colich & Sons, stal COMPANY 547 W. 140th Street LETTER C Gardena CA 90246 COMPANYLETTER D COMPANY LETTER E RK 777777 " � � .. .. 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 REOUIR£MENT,TEAM 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EPPECTIVE POLICY EXPMATIO LIMITS L DAn(MA/DD/YY) DATE(M.I/DD/YV) GENERAL LIABILITY $ _ GENERAL AGGREGATE _ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. _ , CLAIMS MADE F--] OCCUR. PERSONAL &_AOV. INJURY OWNER'S & CONTRACTOR'S PROT. EACH OCCURRENCE % FIRE DAMAGE (Any one fire) MED. EXPENSE(Any one person % AUTOMOBILE LIABILITY COMBINED SINGLE % ANY AUTO LIMIT ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per scelden0 GARAGE LIABILITY PROPERTY DAMAGE $ EXCESS LIABILITY EACH OCCURRENCE % UMBRELLA FORM AGGREGATE % OTHER THAN UMBRELLA FORM LYORKIEP'R rOMPINSATIDH STATUTORY LIMITS A AND WC62556115443 01-NOV-199401-NOV-1995 EACH ACCIDENT % - 1,00C,000 EMPLOYERS'LIABILITY DISEASE-POLICY LIMIT f _1'_000,000 DISEASE-EACH EMPLOYEE 1,000,000 OTHER C. C d � =1 m -< n DESCRIPTION OF OPERATIONSILOCATIONWVEHICLBSISPECIAL ITEMS r% _ - L C�R'I;'J�iCA#E HkdLFt CANC'E1.41t#11bN 7118 bay iVa#ice Pi1r Non-VaymBrit' ;SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE !!':EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL)6ND6AM0IN :,`eMAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE City of San Juan Capistrano LEFT.W")FXB.YIAEXOC(JWMSMCH)tK)CMCKA HRLX)OMPO:SENi )OBL10'A(A®NXOIBC 32400 Paseo Ave. >"X.NfBOX70tm1F)pNYAfONOXIPA[i1C7B�AtAP/A'KDTXR"BMGBNO7��ALRE S J Capistrano CA 92675AtITHOIRGISIDNEPRE NTAN Rollins Hudig Hall of Southern California,Inc. Global Construction Industry Division IROLuNS HUDIG HALL 10 Universal City Plaza, Suite 3400 Universal City, California 91608 Telephone(818) 506-0100•Faz (818) 761-1030 November 3 , 1994 To Whom It May Concern Re: Colich & Sona Please find enclosed your renewal Certificate of Insurance on the above. We did not have an original certificate copy to work with, so please send us a set of originals if the enclosed is not acceptable and we will complete those . Yours truly, Dennis T. Menard III Vice President z G _ C C ,i-nr:i tV m x L� L An *44M Company mi: 18"MTV(MM)DD/YY) 10/10/94 .... ......... ................ ..........M ..................... a ADFORDO 1111. 91 ... ...... PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND Marsh & McLennan, Incorporated CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE 777 South Figueroa street POLICIES BELOES NOT AMOW.END,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE Los Angeles, CA 90017-5822 COMPANIES AFFORDING COVERAGE LETTERCOMPANY A RELIANCE INSURANCE CO INCOMPANY SURED LETTER B Colich & Sons COMPANY 547 West 140th Street LETTER C Gardena, CA 90248 COMPANY LETTER D COMPANY LETTER OOYEpAGS g. N, 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 REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. coPOLICY EFKCTP4E POLICY EXPIRATION UNITS LTR TOPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY) DAM IMM/DD/YY) A GENERAL LIABRm NGB2507183 11/01/93 11/01/94 GENERAL AGGREGATE $ 2000000 COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. S 2000000 --]CLAIMS MADEF7 X OCCUR. PERSONAL&ADV.INJURY S 1000000 X OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE $ 2000000 FIRE DAMAGE (A,.fire) E 50000 MED.EXPENSE(Any one Perw) S 5000 AUTOMOBLE UAINUTY COMBINED SINGLE ANY AUTO LIMIT ALL OWNED AUTOS BODILY INJURY S SCHEDULED AUTOS (Per Person) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per a"Ident) $ GARAGE LIABILITY PROPERTY DAMAGE $ EXCESS LIABILITY EACH OCCURRENCE UMBRELLA FORM AGGREGATE OTHER THAN UMORLUA FORM .. ............ ............... STATUTORY LIMITS WORKER'S COMPENSATION EACH ACCIDENT AND DISEASE-POLICY UNIff S EMPLOYERS!UABIUTY DISEASE-EACH EMPLOYEE 1$ OTHER IZO DESCRIPTION OF OPERAnMS/LOCATMS/VEHICLES/SPLICIAL ITEMS (SEE REVERSE AND/OR ATTACHED) 77. CA THE SHOULD ANY OF DESCRIBED POLICIES BE CANCELLED BEFORE THE City of San Juan Capistrano EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILAXXXXXXX Attn: Ms. Sheryl Johnson MAIL___U DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE City Clark LEFT,XXXXXIMXMMMMXQMMXIMZMZKXI=XKXXXXX 32400 Paseo Adelanto NJDXK=XKXMXGDXIMNNNYA=XCLNNNKIMKNNXKXXXXX San Juan Capistrano, CA 92675 AUTHORIZED REPREWNTATME I lYaw6la 61w DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS CERTIFICATE #24298 (CONTINUED) INSURED : Colich & Sons HOLDER : City of San Juan Capistrano Attn: Ms. Sheryl Johnson City Clerk 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Re: Trabuco De La Vista Sewer from Alipaz Street to Calle Santa Barbara Project. The City of San Juan Capistrano, its elected or appointed officers, officials, employees and volunteers are included as additional insureds with respect to the General Liability policy. PAGE: 2 OF 2 SEP-15-95 THU 11 :43 AM COLICH&SONS. ESTIMATING 310 329 2846 P. 05 LIA6A-ITY ENDORSEM* CITY Off SAN JUAN CAPISTRANO PROJECT: Trabuco De La 32400 Paseo Addanto Vista Sewer San Juan Capistrano,California 92675 from Alipaz S ATTN.• to Calle Sant Barbara A. POLICY INFORMATION Endorsement ,'/ I. Insurance Company Reliance Ins. Co. Policy Number NGB2507183 2. Policy Term (From)-1117 O1 To) ;Endorsement Effective Date 3. Named Insured COIN & Sons,Eta 4. Address of Named Insured 47 W 1 0 h Street Gardena CA 9024 5. Limit of Liability Any One Occurrence Aggregate 1,000,000Z'Ouu,000 General Liability Aggregate (check one:) Applies'7pec:faaaMeWprojec0 X Is twice the occurrence limit 6. Deductible $10,000 Bodily Injury & Property Damage Per Occurrence 7. Coverage Is equivalent to: Commercial CG0001 (11/88) 13otapa heffskw General Liability form 1(aA� x Commercial General Liability "claims-made' form CGO002 8. Bodily Injury and Property Damage Coverage is: "claims-made" x "occurrence' If claims-made, the retroactive date is B. POLICY AMENDMENTS This endorsement'!& issued in consideration of the policy premium. Notwithstanding any inconsistent statement in the policy to which this endorsement is attached or any other endorsement attaches thereto, it is agreed as follows: 1. INSURED. The City, its elected or appointed officers# officials# employees and volunteer: 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 completes operations of the Named insured# or (c) premises owned, leased or used by the Namec Insured. 2. CONTRIBUTION NOT REQUIRED. As respects: (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 (c premises leased by the Named Insured from the City, the Insurance afforded by this policy shall be primary Insurance as respects the City, its elected or appointed officers, officials, employees Or volunteers; or stand In an unbroken chain of coverage excess of the Namcc Insured's scheduled underlying primary coverage. In either event, any other insurance maintained by the City, its elected or appointed officers, officials, employees or volunteer shall be In excess of this insurance and shall not contribute with it. (OVER) SEP-15-95 THU 11 :42 AM COLICH&SONS. ESTIMATING 310 32`: 2F46 1 . W4 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 Genera. Liability Insurance and Insurance Services Of Tice 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 to the Company's limit of liability. 3. PROVISIONS REGARDING THE INSUREDS DUTIES AFTER ACCIDENT OR LOSS. Any failure to comply with reporting provisions of the policy shall not affect coverage provided to the City, its elected or appointed officers, officials, employees or volunteers. providing the City complies with its obligations as an insured. 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: ATTN. Title Department) Reliance Insurance Company c/o Marsh & McLennan, Inc. Company 777 South Figueroa Street Street Address Los Angeles, CA 90017 ity tate fp Code 13) 346-5295 elephone O. SIGNATURE OF INSURER OR AUTHORIZED REPRESENTATIVE OF THE INSURER I, Mariya Chulayan (pr[nt/typo name), warrant that I have authority to bind the below listed insurance company and by my signature hereon do so bind this company. SIGNATURU OF AUTHOR12 EPRE5 NATIVE (orlginal signature required on endorsement furnished to the City) CWYNI2ATIOV: Marsh & McLennan, Inc. TIT1.Et Client Representative PcFSSt 777 South Figueroa Street TELFXH:j�.E; (213) 346-5295 P-15-95 THU 11 :43 AM COLICH&SONS. ESTIMATING 310 329 2046 P. 05 LIA6U-ITY ENDORSEMENT CITY OF SAN JUAN CAPISTRANO PROJECT: Trabuco De La 32400 Pasco Adelanto Vista Sewer San Juan Capistrano, California 92675 from Alipaz St. ATTN: to Calle Santa Barbara A. POLICY INFORMATION Endorsement 1. Insurance Company Reliance Ins. Co. • PolIcy Number NGD2507183 2. Policy Term Crrom) 11 1 (To Endorsement Effective Date 1111791 3. Named Insured COlicR Sons, Etal 4. Address of Tamed Insured 47 W 140 h Street, Gardenal_CA 5. Limit of Liability Any One Occurrence Aggregate 1,000,000 T , General Liability Aggregate(check one:) Applies'4=AaaxtlaWproject'1 X Is twice the occurrence limit 6. Deductible $10,000 Bodily Injury & Property Damage Per Occurrence 7. Coverage Is equivalent to: Commercial CG0001 (11/88) 1001ap k% General Liability form P 08}(m"M X Commercial General Liability "claims-made" form C00002 8. Bodily Injury and Property Damage Coverage is: "claims-made" X "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 other endorsement attacher thereto, it is agreed As follows: 1. INSURED. The City, its elected or appointed officers, officials, employees and volunteer: 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 complete( operations of the Named Insured, or (c) premises owned, leased or used by the Namec Insured. 2. CONTRIBUTION NOT REQUIRED. As respects: (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 (c premises leased by the Named Insured from the City, the insurance atforded by this polic% shall be primary insurance as respects the City, Its elected or appointed officers, officials. employees or volunteers; or stand In An unbroken chain of coverage excess of the Name( Insureds scheduled underlying primary coverage. In either event, any other insurance maintained by the City, Its elected or appointed officers, officials, employees or volunteer: shall be In excess of this Insurance and shall not contribute with iL (OVER) t'SEP-15-95 THU 11 :42 AM COUCH&SONS. ESTIMATING 310 321 2646 r. tJ4 3. SCOPE OF COVERAGE. This policy, if primary, affords coverage at least as broad as: (I) Insurance Services Office form number GL 0002 (Ed. 1/13), Comprehensive Genera, Liability Insurance and Insurance Services Of Tice f orm 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 (I) 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 to the Company's limit of liability. 3. PROVISIONS REGARDING THE INSURED'S DUTIES AFTER ACCIDENT OR LOSS. Any failure to comply with reporting provisions of the policy shall not affect coverage provided to the City, its elected or appointed officers, officials, employees or volunteers. providing the City complies with its obligations as an insured. 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: ATTN: </G/C1�1. V a N ay (Title) Depart ent) Reliance Insurance Company c/o Marsh & McLennan, Inc. Company 777 South Figueroa Street Street Address Los Angeles, CA 90017 (City) tate Zip Code) ¢13) 346-5295 (Telephone) D. SIGNATURE OF INSURER OR AUTHORIZED REPRESENTATIVE OF THE INSURER I, Mariya Chulayan (print/type name), warrant that i have authority to bind the belay listed Insurance company and by my signature hereon do so bind this company. ✓lr°��(a blUNATURE QF AUTT ORI2 RE RESE TATIVE (orig'nal signature required on endorsement furnished to the City) CM5NIZATICNt Marsh & McLennan, Inc. TI,ILEt Client Representative ADIR SS: 777 South Figueroa Street TELEp le.. 213) 346-5295 _ SEP-15-95 THU 11 :43 AM COLICH&SONS. ESTIMATING 310 329 2846 P. 05 1 IA81[ ITY ENDORSEMENT CITY OF SAN JUAN CAPISTRANO 32400 Paseo Adelarao San 3uan Capistrano, California 92675 ATTN- A. POLICY INFORMATION Endorsement 1. Insurance Company Reliance Ins. Co. • Policy Number NGB2507183 2. Policy Term (rrom ) 1 1 To) -Endorsement Effective Date 3. Named Insured Co1797 Sons,Etal 4. Address of ,lamed Insured 47 W s 1 0 h Street Gardena CA 5. Limit of Liability Any One Occurrence Aggregate 1,000,000z,000,UuO General Liability Aggregate(check one:) Applies 44=4�nrr/projecr x Is twice the occurrence limit 6. Deductible SIO,000 Bodily Injury & Property Damage Fer Occurrence 7. Coverage is equivalent to, Commercial CG0001 (11/88) 10mrKpsehesssisse General Liability form Ct900gX&4t1*" X Commercial General Liability "claims-made' form CG0002 8. Bodily Injury and Property Damage Coverage ist "claims-made" X 'occurrence" If claims-made, the retroactive date is B. POLICY_AMENDMENTS This endorsement"is issued in consideration of the policy premium. Notwithstanding any Inconsisteni statement in the policy to which this endorsement is attached or any other endorsement attacher. thereto, it is agreed as follows: 1. INSURED. The City, 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 completer operations of the Named Insured, or (c) premises owned, leased or used by the Namec Insured. 4 CONTRIBUTION NOT REQUIRED. As respects. (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 (c Premises leased by the Named Insured from the City, the Insurance afforded by this policy shall be primary Insurance as respects the City, Its elected or appointed officers, officials. employees or volunteers; or stand In an unbroken chain of coverage excess of the Namec Insureds scheduled underlying primary coverage. In either event, any other insurance maintained by the City, Its elected or appointed officers, officials, employees or volunteer, shall be In excess of this insurance and shall not contribute with it. (OVER) SEP-15-95 THIS 11 :42 AM COLICH&SONS. ESTIMATING 310 329 2846 P. 04 3. SCOPE OF COVERAGE_ This policy, if primary, affords coverage at least as broad as: ` U) Insurance Services Office form number GL 0002 (Ed. 1/73), Comprehensive General Liability Insurance and insurance Services Of fico 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 (l) 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 to the Company's limit of liability. 3. PROVISIONS REGARDING THE INSURER'S DUTIES AFTER ACCIDENT OR LOSS. Any failure to comply with reporting provisions of the policy shall not affect coverage provided to the City, its elected or appointed officers,officials,employees or volunteers. providing the City complies with its obligations as an insured. 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 he 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. (Title) Department) Reliance Insurance Company c/o Marsh & McLennan, Inc. Company 777 South Figueroa Street Street Address Los Angeles, CA 90017 its tate (Zip e (2_13) 346-5295 (Telephone) D. SIGNATURE OF INSURER OR AUTHORIZED REPRESENTATIVE OF THE INSURER I, Marisa Chulayan (print/type name), warrant that I have authority to bind the below listed insurance company and by my signature hereon do sobindthis company. J�IQ�i-ICI (iGL2.v Ql�l 51GNATU OF AUTKORIZEP RERTAT `VE (ortgincl signature required on endorsement furnished to the City) CR 11NMTICN: Marsh & McLennan, Inc. TI•ILEt Client Representative AGGRESS: 777 South Figueroa Street TELEpp.E: (213) 346-5295 ST OTE FARM • • RICHARD H. VOSSMEYER INSU RPNCF Auto-Life-Health-Home and Business 1616 VICTORY BLVD STE 200 STAFF: CINDY, DANIELLE & DEBBIE GLENDALE, CA 91201 PHONE (818) 246-4889 FAX: (818) 500-1531 September 21, 1994 6037F.11 CERTIFICATE OF INSURANCE This is to certify that: STATE FARM MUTUAL AUTOMOBILE INSURANCE COMPANY of Bloomington, Illionis has coverage in force as shown below for the named insured. If the coverage is changed or terminated we will give 30 days written notice to: City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA. 92675 Atn: Brian Perry Description of Vehicle: FLEET (Owned, Hired and Non-Owned Auto) LIABILITY - COVERAGE A LIMITS OF LIABILITY BODILY INJURY PROPERTY DAMAGE or COMBINED SINGLE LIMIT each person each accident each accident $ 1 $ $ $1,000,000 This Certificate of Insurance does not change the coverage provided by the described policy. Named Insured: COLICH & SONS 547 W. 140th Street Gardena, CA 90248 Policy Number: F80 1798-E01-75-9ZZ Effective Date: 11/01/93 - 11/01/94 Couersigned 9/21/94 n By:p KTR Win Richard H. Vossmeyer, Agent J �a SEP 2 3 1994 � 1616 S . 'JICTCRY FLVD No . 818-500-1531 46p 21 , 94 2 52 No . 002 F . 02 ET�TE EMM 4 RICHARD H. VOSSMEYER INEaE�NCE Auto-Life-Health-Home and Business 1616 VICTORY BLVD STE 200 STAFF- CINDY, DANIELLE & DEBBIE GLENDALE, CA 91201 PHONE (818) 246-4889 FAX= (818) 500-1531 September 21, 1994 d037P.11 ernmsIDxcrmc nT �Aicnna M^L+ This is to certify that: +,m,l'Ya sr+a=+ xv:vns aysc+aoa xze xnavn awnm ivr»mr.av v insured. Ifthecoverage is changed or terminated we will give 30 days C£L-y Qf Dan Juan CaUiotrsno 7fi�OGr rugoo halOa gneq .Nt.-.. D,4-- Description of Vehicle- FLEET (named, Hi.rae- anr- :Nnn-Owned Autb) S.T rPTr.T•ry .- coVICMC8 n LIMITS 176•' T.TARTT.TTY BODILY INJURY PROPERTY DAMAGN: nr C.OMBINED SINGLE LIMIT ..1. rd+'pGn I w-s:+ ece incnH as vl. re,..:i3r..l $� $ 6r $1,OOD,000 This Certificate of Insurance does not change the coverage provided by the described policy, Named :InnuredE COLICH G SUNS 947 tr. 1401.1+ 0".-L Gardena, CA 90248 Policy Number; F80 1798-301-75-9ZZ Ettective Date: 11/ul/93 - 11/01/94 CouersiLgned 9/21/94 af..1......1 7•. V.mrurw.ynir . TG�nt IseUE DATE-SEP/19 .... 19 94 ...PRGtluctlR ......< . ._..... ...... ... 7050 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND Willis Corroon of Orange County Insurance Services CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE 1551 North Tustin Ave. DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Suite 1000 Santa Ana CA 92701 COMPANIES AFFORDING COVERAGE (714) 953-9521 - - ---- - - -- COMPANY Argonaut Insurance Company ET TER A Contact : Michelle Orton Lf ----- - - _ ---- - ---- - COM'ANY INSURED LETTER B Colich & Sons, etal COMPANY 547 W. 140th Street LETTER C Gardena CA 90248 COMPANY LETTER D COMPANY LETTER E �nS .. ... 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 REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, TIME INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. c0 TYPE OF INSURANCE POLICY NUMBER POLICYEFFECTIVE POLICY EXPIRATION LIMITS L DATE(MA/DD/YY) DATE(MA/DD/YY) GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGE. It "-_ CLAIMS MADE OCCUR. PERSONAL & AOV. INJURY OWNER'S & CONTRACTOR'S PROT. EACH OCCURRENCE 1 FIRE DAMAGE (Any one tire) $ MED. EXPENSE(Any one arson S AUTOMOBS.E LIABILITY COMBINED SINGLE LIMIT 3 ANY AUTO _ ALL OWNED AUTOS BODILY INJURY s _ SCHEDULED AUTOS (Par parson) HIRED AUTOS BODILY INJURY 4 NON-OWNED AUTOS (Per acddsnm) GARAGE LIABILITY PROPERTY DAMAGE S EXCESS LIABILITY EACH OCCURRENCE _ UMBRELLA FORM AGGREGATE f OTHER THAN UMBRELLA FORM WORKER'S COMPENSATION STATUTORY-LIMITS A AND WC20544115443 01-NOV-199301-NOV-1994 EACH ACCIDENT _ $_ _ LL1,000,000 DISEASE-POLICY LIMI i $ 7_000,000 EMPLOYEpe`LIABR.ITY - DISEASE-EACH EMPLOYEE S 1,000,000 OTHER DESCRIPTION OF OPERATIONSA.00ATIONSIVEHICLES/SPECIAL ITEMS CERTirtICAYEHt1LDffiR ": CANC�6LhTtfSM ,calf Day t�tiBa �aT A[aIn—Rsymamt f SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL)BNDBBAIOR(XDO( MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE City of San Juan Capistrano € '.LEFT.B7XT(7EXHYIAHX000X1AWX3N8NNXXWHB�HWCZ701RR®BSN'YDI XOBLriX4[PI®N705B[ 32400 Paseo Ave. `�� NNgXIPgf'XRBI�ERONPlNRY1(R7iX4GBNO7WDIRRRMB6BNII?AYkSHCfc S J Capistrano CA 92875 AUTHORIZED REPRESS TIVE AG47RA�5�8 7'fSIQ ! ;��t�t�liRG '!BF'UR#TICiNi994 +� dw FIT MEMBERS OF THE COUNCIL COLLENE NE CAMPBELL AMPBELL ��V � HART GIL JO is n 19 O 1 GIL JONES wuum 1961 c.woLVN NASH 1776 DAVID SWEROLIN • CIN MANAGED GEORGE SCARBOROUGH April 25, 1995 Colich and Sons Attn: Ted Polich 547 West 140th Street Gardena, CA 90248 Re: Trabuco De La Vista Sewer, Alipaz Street to Calle Santa Barbara Dear Mr. Polich: I have received your time extension request for the April 18, 1995 rains dated April 20,1995. This letter constitutes approval of your request due to this rain day and extends your time of completion to April 27, 1995. The two day extension of time for the 8" DIP construction adjacent to the flood control box culvert and the two day extension of time for excavation issues detailed in the same April 20, 1995 letter, together with the associated weekend (6 days total)will be assessed in CCO No. 3. Very truly yours, Tian Perry Senior Civil Engineer BP:ssg cc: Cheryl Johnson Fico Aguilera brian\4-25co121et 32400 PASEO ADELANTO, SAN JUAN CAPISTRANO, CALIFORNIA 92675 • (714) 493-1171 CALIFOR&A PRELIMINARY 20*kY NOTICE (PUBLIC AND PRIVATE WORK) &C0 ,30 IN ACCORDANCE WITH SECTION 3097 AND 3098,CALIFORNIA CIVIL CODE YOU ARE HEREBY NOTIFIED THAT. . . CONSTRUCTION LENDER or xtkinnon Gr�fding & Equip) Inc . Reputed Construction Lender, if any (name and address of person or firm-sender) 459 urion Lye, HuntingtonReach, ('a 92649 has furnished or will furnish labor, services,equipment or materials of 1 the following general description: A61)halt grading & paving (general description of the labor,services,eeurponert or materials Wrmsned or to be furnished) L. for the building, structure or other work of improvement located at: J San Juan Capistrano addmsF.p descop on of to �ile a Hent for dentibc lion) lipaz ,,�. O �,a� e Sana FOLD HERE Barbara The name of the person or firm who contracted for the purchase Of such labor, services, equipment or materials: ----)IO- Colich & SOnsJ NOTICE TO PROPERTY OWNER If bills are not poid in full for the labor, services, equipment, or materials furnished or to be furnished,a mechanic's Ilan leading 10 the loss,through court foreclosure proceedings,of aU or part of your prop- OWNER or PUBLIC AGENCY erty being so Improved may be placed against the property even though or Reputed Owner (on public work) you have paid your contractor in full.YOU may wish to protect yourself (on private work) agoblet this Consequence by(1)requiring your contractor to furnish a signed release by the person or firm giving you this notice before making payment to your contractor or (2)any other method or device which is appropriate under the circumstances. - The person or firm giving this notice is required, pursuant to a collec- tive bargaining agreemenl,to pay supplemental fringe benefits into an City Of c3an Juan Capistrano express trust fund (described in Civil Code 13111),said fund is iden- 3z400 Paseo Adelanto tified as follows: (strike it inapplicable) San Juan Capistrano, Ca, 92675 (name) LJ (address) FOLD HERE ORIGINAL CONTRACTOR or Milled this date: 6-` 1-95 Reputed Contractor rp 1 �,�� Office Manager (signature) (title) timate of the total price of the labor, services, equipment or Coli ch & ;7ons materials furnished or to be furnished is: 547 W. 140th it. $ Gardena, C.A. 9048 L J DECLARATION OF SERVICE OF CALIFORNIA PRELIMINARY 20-DAY NOTICE In Accordance With §3097.1(c) and 3098, California Civil Code J. McCombs declare: On the day of June 195, at _.m., Declarant served the CALIFORNIA PRELIMINARY 20-DAY NOTICE on the interested parties as follows: (Check applicable box.) XXBy placing a true copy thereof enclosed in a sealed envelope with first-class registered or certified postage prepaid in the United States mail at addLaased as follows: z c N ❑ By delivering a true copy thereof to the parties listed below: : rrnn `ani rn H ❑ By leaving a true copy thereof at the address or place of business with some person in charge,of the parties whose names Ind addresses delivered are listed below: (not to be used on public works) Es I declare under penalty of perjury that the foregoing is true and correct. Executed on dune 'L 1 1995 al Huntington Beacra , Ca. 2.2,lq,5 //w///� O daranl `� IPLEASE NOTER&EPSE SIDE) Ir A 'y r For your assistance the following complete ley' - Lection 3097,Section 3097.1 and Section 3098 of the Calif Civil Code are hereafter quoted.Should you have any doubt as to the usefulness of f arm for your purposes you are urged to consult your own may. § 3097. Preliminary 20-day notice (private work). `Prellnimary 20 day Where such notice is required to contain the information set forth in notice (private work)' means a written notice from a claimant that is given paragraph(6)of subdivision(c),a failure to give such notice,including such prior to the recording of a mechanic s lien and prior Is the filing of a slop information, that results in the filing of alien or the delivery of a stop notice notice, and is required to be given under the following circumstances by the express trust fund to which such obligation is owing constitutes (a) Written preliminary notice; parties. Except one under direct contract grounds for the disciplinary action by the Registrar of Contractors against the with the owner or one performing actual labor for wages,or an express trust subcontractor If the amount due such trust fund is not paid - fund described in Section 3111, every person who furnishes labor, service. (i) Construction lender; designation or permit application. Every city. equipment, or material for which a hen otherwise can be claimed under this county, city and county. or other governmental authority issuing building title,or for which a notice to withhold can otherwise be given under this title, permits shall, in its application form for a budding permit,provide space and must,as a necessary prerequisite to the validity of any claim of lien,and of a a designation for the applicant m emerthe name,branch,designation,if any, notice to wdhhold, cause to be given to the owner or reputed owner, to the and address of the construction lender and shall keep the information on file original contractor, or reputed contractor. and to the construction lender, If open for public inspection during the regular business hours of the authol any,or to the reputed construction lender,it any,a written preliminary notice If there Is no known construction lender, that fact shall be noted in such as prescribed by this section designated space. Any failure to indicate the name and address of the con- (b) Construction lender. Except the contractor, or one performing actual struction lender on such application, however, shall not relieve any person labor for wages, or an express trust fund described in Section 3111,all per- from the obligation to give to the construction lender the notice required by sons who have a direct contract with the owner and who furnish labor, ser- this section. vice,equipment,or material for which a lien otherwise can be claimed under (I) Designation of mortgage, deed of trust or other instrument securing this title,or for which a notice to withhold can otherwise be given under this loan. A mortgage, deed of trust, or other instrument securing a loan,any of title,must,as a necessary prerequisite to the validity of any claim of lien,and the proceeds of which may be used for the purpose of constructing improve- of a notice to withhold,cause to be given to the construction lender,it any,or ments on real property, shall bear the designation ''Construction Trust to the reputed construction lender, it any, a written preliminary notice as Deed" prominently on its face and shall state all of the following: (1) the prescribed by this sectionname and address of the lender, and the name and address of the owner of (c) Time; content;architect, engineer or surveyor. The preliminary notice the real property described in the instrument, and (2)a legal description of referred to in subdivisions (a)and (b) shall be given not later than 20 days the real property which secures the loan and,if known,the street address of after the claimant has first furnished labor, service, equipment,or materials the property.The failure to be so designated or to state any of the information to the jobsite, and shall contain the following information: required by this subdivision shall not affect the validity of any such mortgage, (1)A general description of the labor,service,equipment,or materials fur- deed of trust, or other instrument. nished,or to be furnished,and it there is a construction lender,he shall be fur- Failure to provide such information on such an instrument when recorded nished with an estimate of the total price thereof in addition to the foregoing. shall not relieve persons required to give preliminary notice under this section (2)The name and address of such person furnishing such labor,service, from such duty- . equipment, or materials. The county recorder of the county in which such instrument is recorded (3)The name of the person who contracted for purchase of such labor,ser- shall indicate in the general index of the official records of the county that vice, equipment, or materialssuch instrument secures a construction loan. (4)A description of the jobsite sufficient for identification. (k)Trust fund and lender;supplementary fringe benefits.Every contractor (5)The following statement in boldface type'. and subcontractor who is required pursuant to a collective-bargaining agree- ment to pay supplementary fringe benefits into an express trust fund described NOTICE TO PROPERTY OWNER in Section 3111,and who has failed to do so shall cause to be given to such fund and to the construction lender, it any, or to the reputed construction If bills are not paid in full for the labor, services, equipment,or materials lender,if any,not later than the date such payment due to such fund became furnished or to be furnished,a mechanic's lien leading to the loss, through delinquent, a written notice containing. court foreclosure proceedings,of all or part of your property being so improved (1) The name of the owner and the contractor may be placed against the property even though you have paid your contrac- (2)A description of the jobsite sufficient for identification. for in full. You may wish to protect yourself against this consequence by(1) (3)The identity and address of the express trust fund. requiring your contractor to furnish a signed release by the person or firm (4)The total number of straight time and overtime hours on each such jab, giving you this notice before making payment to your contractor or(2)any payment for which the contractor or subcontractor is delinquent to the other method or device which is appropriate under the circumstances. express trust. (6)If such notice is given by a subcontractor who is required pursuant to a (5)The amount then past due and owing. collective-bargaining agreement to pay supplemental fringe benefits into an Failure to give such notice shall constitute grounds for disciplinary action express trust fund described in Section 3111, such notice shall also contain by the Registrar of Contractors. the identity and address of such trust fund or funds. (1)Contract;name and address of owner;information to person seeking to If an invoice for such materials contains the information required by this serve notice. Every written contract entered into between a property owner section,a copy of such invoice, transmitted in the manner prescribed by this and an original contractor shall provide space for the owner to enter his name section shall be sufficient noticeand address of residence;and place of business it any.The original contrac- A certificated architect,registered engineer,or licensed land surveyor who for shall make available the name and address of residence of the owner to has furnished services for the design of the work of improvement and who any person seeking to serve notice required by this section. gives a preliminary notice as provided in this section not later than 20 days after the work of improvement has commenced shall be deemed to have com- §3097.1 Proof of service of preliminary 20-day notice,proof of service af i- plied with subdivisions(a)and(b)with respect to architectural,engineering, davit; receipt. Proof that the preliminary 20-day notice required by Section or surveying services furnished, or to be furnished. 3097 was served in accordance with subdivision(f)of Section 3097 shall be (d)Election not to give preliminary notice;subsequent rights. It labor,ser- made as follows: vice, equipment, or materials have been furnished to a jobsite by a person (a) It served by mail, by the proof of service affidavit described in subdivi- who elected not to give a preliminary notice as provided in subdivision(a)or sion(c)of this section accompanied either by the return receipt of certified or (b), such person shall not be precluded from giving a preliminary notice not registered mail,or by a photocopy of the record of delivery and receipt main- later than 20 days after furnishing other labor, service, equipment, or tained by the post office,showing the date of delivery and to whom delivered, materials to the same jobsite. Such person shall, however, be entitled to or, in the event of nondelivery, by the returned envelope itself. claim a lien and a notice to withhold only for such labor,service,equipment, (b)If served by personally delivering the notice to the person to be notified, or material furnished within 20 days prior to the service of such notice,and at or by leaving it at his address or place of business with some person in any time thereaftercharge, by the proof of service affidavit described in subdivision (c). (e)Waiver.Any agreement made or entered into by an owner, whereby the (c)A''proof of service affidavit'' is an affidavit of the person making the owner agrees to waive the rights or privileges conferred upon him by this service, showing the time, place and manner of service and facts showing section shall be void and of no effect. that such service was made in accordance with Section 3097.Such affidavit (f) Service. The notice required under this section may be served as shall show the name and address of the person upon whom a copy of the pre- follows: liminary 20-day notice was served,and,if appropriate,the title or capacity in (1)It the person to be notified resides in this state,by delivering the notice which he was served. personally, or by leaving it at his address of residence or place of business §3098. Preliminary 20-day notice(public work),stop notice;service;dis- with some person in charge. or by first-class registered or certified mail, ciplinary action; exemption for express trust fund. ''Preliminary 20-day postage prepaid,addressed to the person to whom notice is to be given at his notice (public work), stop notice'' means a written notice from a claimant residence or place of business address or at the address shown by the that was given prior to the filing of a stop notice on public work, and is building permit on file with the authority issuing a building permit for the required to be given under the following circumstances. work, or at an address recorded pursuant to subdivision (j)of this section. (a)In any case in which the law of this state affords a right to a person fur- (2)If the person to be notified does not reside in this state,by any method nishing labor or materials for a public work who has not been paid therefor to enumerated in paragraph (1) of this subdivision. If such person cannot be file a stop notice with the public agency concerned, and thereby cause the served by any of such methods,then notice may be given by first-class cer- withholding of payment from the contractor for the public work, any such tified or registered mail, addressed to the construction lender or to the person having no direct contractual relationship with the contractor. other original contractor. than a person who performed actual labor for wages or an express trust fund described in Section 3111, may file such a notice, but no payment shall be (3)When service is made by first-class certified or registered mail,service withheld from any such contractor,pursuant to any such notice,unless such Is complete at the time of the deposit of such registered or certified mail. person has caused written notice to be given to such contractor, and the (g) Single notice; additional material, service, labor or equipment. A per public agency concerned, not later than 20 days after the claimant has first son required by this section to give notice to the owner and to an original con- furnished labor,services,equipment,or materials to the jobsite,stating with tractor,and to a person to whom a notice to withhold may be given,need give substantial accuracy a general description of labor, service, equipment, or only one such notice to owner, and to the original contractor and to the per- materials furnished or to he furnished,and the name of the party to whom the son to whom a notice to withhold may be given with respect to all materials, same was furnished. Such notice shall be served by mailing the same by service, labor.or equipment he furnishes for a work of improvement, which first-class mail, registered malt, or certified mail, postage prepaid, In an means the enure structure or scheme of improvements as a whole,unless the envelope addressed to the contractor at any place he maintains an office or same is furnished under contracts with more than one subcontractor, in conducts his business, or his residence, or by personal service. In case of which event,the notice requirements must be met with respect to materials, any public works constructed by the Department of Public Works or the services. labor, or equipment furnished to each such contractor. Department of General Services of the state, such notice shall be served by If a notice contains a general description required by subdivision(a)or(b) mailing in the same manner as above,addressed to the office of the disburs- of the materials.services,labor,or equipment furnished to the date of notice, ing officer of the department constructing the work, or by personal service it is not detective because, after such date, the person giving notice for upon such officer When service is by registered or certified mail, service is rushes materials, services, labor, or equipment not within the scope of such complete at the time of the deposit of the registered or certified mail. general description. Ib)Where the contract price to be paid to any subcontractor on a particular (h) Disciplinary action against contractors and subcontractors. Where the work of improvement exceeds four hundred dollars($40U).the failure of that contract price to be paid to any subcontractor on a particular work of contractor, licensed under Chapter 9 (commencing with Section 7000) of nnprovement exceeds four hundred dollars($400),the failure of that contrac- Division 3 of the Busmess and Professions Code,to give the notice provided for licensed under Chapter 9(commencing with Section 7000)of Division 3 for in this section,constitutes grounds for disciplinary action by the Registrar of the Business and Professions Code, to give the notice provided for in this of Contractors. section, constitutes grounds for disciplinary action by the Registrar of (c) The notice requirements of this section shall not apply to an express Contractorstrust fund described in Sectior, 3t11 C FORNIA PRELIMINARY N(WCE IN ACCORDANCE WITH SECTION 3097 AND 3098, CALIFORNIA CIVIL CODE E72796 THIS IS NOT A LIEN, THIS IS NOT A REFLECTION ON THE INTEGRITY OF P 824573 ANY CONTRACTOR OR SUBCONTRACTOR. 511511 OWNER or PUBLIC AGENCY YOU AAENEPEBYNOT1FWTMAT.... or Reputed Owner (on public work) 4277 (on private work) BLUE DIAMOND MATERIALS 16080 E ARROW HWY CITY OF SAN JUAN CAPISTRANO IRWINDALE CA 91706 32400 PASEO ADELANTO (818)856-6740 SAN JUAN CAPISTRANO CA 92675 hniumNlrod orrMlium7ah iffior,esrvlen,squlpnem a mtlenak d iM fdlpMrg general dsecnplbn: SUPPLY ASPHALT OR MINERAL ((Jobalte N Fed"Pub6e Work AGGREGATES W.4 USE See 27OA-270E for b-Ad!ng,.+.•uctum or Y.h.nnM of impmrmem loeatod x: ADC:UNKNOWN JOB#325265 CONSTRUCTION LENDER or LOBO ST&RAMOS ST Reputed Construction Lender,if any. SAN JU AN 714-768-3400 NONE/BOND CO:SAFECO CREDIT CORP C/O LYNN&SCHALLER INS BROKERS,26050ACEROST A enrmtledm.roapeedMlabor.eenAcae. #130,MISSION VIEJO CA 92691 eQuipmeMwmtle eN/umiehedo roM umNMdN $1,542.16 TrLW Funds to Mich Supplenlemel Fdrge Bar.%are Payable ORIGINAL CONTRACTOR or Reputed Contractor,if any. P 824574 310-329-1532 COLICH&SONS 225 W 3RD ST#E Additional eustjurft to afikh upplemenW hinge belMM an payable Wed on beatBlde. LONG BEACH CA 90802 0 J7Timature Trt ated:OS 12 9.5 m 04/2I, R ` NOTICE TO PROPERTY OWNER oz;" IF BILLS ARE NOT PAID IN FULL FOR THE -' LABOR, SERVICES, EQUIPMENT, OR MATERIALS FURNISHED OR TO BE FURNISHED, A MECHANIC'S LIEN LEADING TO THE LOSS, THROUGH COURT FORECLOSURE PROCEEDINGS, s OF ALL OR PART OF YOUR PROPERTY BEING 80 IMPROVED MAY BE PLACED AGAINST THE SUB CONTRACTOR/person or firm who PROPERTY EVEN THOUGH YOU HAVE PAID contracted for the purchase of such YOUR CONTRACTOR IN FULL. YOU MAY WISH labor,services,equipment or material is: TO PROTECT YOURSELF AGAINST THIS 3-770-2920 CONSEQUENCE BY (1) REQUIRING YOUR 213-7 CONTRACTOR TO FURNISH A SIGNED RELEASE 11 11801 &SONS BY THE PERSON OR FIRM GIVING YOU THIS COLICH 225 W 3RD ST#E NOTICE BEFORE MAKING PAYMENT TO YOUR LONG BEACH CA 90802 CONTRACTOR OR (2) ANY OTHER METHOD OR DEVICE THAT IS APPROPRIATE UNDER THE `Vn CIRCUMSTANCES. CT P.O.form prepared by CAPFlENOS INC P.O.Box 85152,MB 132,Sen Diego,CA 821883182(1100)85421 W,FAX(618)5B17028 5-13�4a�-- For Use By Sub-Contractors; Materialmen-Suppliers Itects; RE CONSTRUCTION PROJECT: Engineers, :dd bitter Nan-Contractor Claiman , .a NOB 48950 PbBL(C at PRIVATE Construction Projects. AlplaZ St to Calla Qom„+ ori • • • • {Name Or Description Of Project) Lego Notice Prerequisite To Filing Claim Of Lien Trahlt me, or a1 a LF; And/Or Stop Notice-10—Day Preliminary Notice" OR Srr`<'-d`ea` DR Lot T`a San J�'arisa�a.:m%as aeari l7 Per Sections 3097 sad 3018 of Cellfornla Civil Cade (as amended by assembly gin cogs, .glagtrano fitective January 1. 1977, and January 1, 1979). 1 1 (ear) 0R ( I (county) EXCERPTS FROM SEC.3097,CALIFORNIA CIVIL CODE 3097. "preliminary 20-day notice (private work)" means TO: LENDER (Or Reputed Lender) OF CONSTRUCTION FUNDS (If Any) a written notice tram a claimant that is given prior to the Teo arenas of o mechanic's bms and prior to the filing of a stop notice, and is required to be given under the following circumstances: (a) Except one under direct contract with the owner or F ' one performing actual lobar for wages, or on express feast fund described in Section 3111, every person who furnishes Name none r-ePDYf ed labor, semce, equipment, or material for which a lien otherwise can be claimed order this title, or for which o -notice so withhold can otherwise be given under, this title, Street must, as is necessary prerequisite to the validity of any claim of lien, and of a notice tU withhold, cause to be given to the owner or reputed owner, to the original con- F City holm or repined contractor, and to the ronsinatim L lender, if one, or to she reputed construction lender, if f any, c written preliminary notice as prescribed. (b) Except the compactor, as one performing actual labor Note: If ono.. of abee path is not.nano,May SITE ADDRESS may C wbstitited on second and third tines for w;es, er an express test fused described in Section abate. If name d Imda iz not known, You may wbstiture the wads "CONSTRUCTION LENDER" an lint line. 3111. all persons who have a direct contract with Me and•who furnish wise c n be maid and or maetle, Iona w!dch a lien otherwise can be claimed under this title, Excerpt From Sec. 3097,Calif.CPM Code or fm which a retic, to withhold con otherwise be given TO: DOWNER (Or Reputed Owner) ❑ PUBLIC AGENCY o (i) The previsions of "is section shall under this title, must, as a necessary prerequisite to the - at apply to any public work which is sub- validit, of any claim of lien, and of a notice to withheld, (On Prietty Work) (On Public Work) felt to the notice provisions of Section cause to be given to the construction lender, it any, or 4210 of the Cavemment Code. no rt. reputed conssrach. lend,,, if any, a written pre- lim;nery notice m prescribed by this section. (0 ire preliminary notice referred 1a in subdivisions (a) and (b) shall be given of later than 20 dogs after the ppLk,, City of San Juan Capistrano tlitarI nos first famished lobo,, service, equipment, or Name mmerkis to the jobsife, and shall contain the following: ,� A opener.] description of the labor, service, equipment, - 32400 Paseo Adelanto or materials furnished, or to be furnished, and if there _ Street I, o mnsvucnion leader, he shall be furnished with on estinI of total price thereof in addition to foregoing. San Juan Capistrano, CA 92675 - , The name and address of such person famishing such CItY --- Icor, service, equipment, or materials. The name of the person who contracted for purchase of s,` labor, service, amipmeni, o, materials. Note: If add,.of above pard is not known, JOB SITE ADDRESS may be substituted on second and third lines ,-i A descdpfian of the jobsife sufficient for identifi. .I.. If nam.of owner is not known, You may subs0tute Me ward "OWNER" on flirt has an private wart only- .] ccaar. TM following statement in boldface type: 6001130 NOTICE TO PROPERTY OWNER 10: ORIGINAL ("General") CONTRACTOR (Or Reputed Contractor) (If Any) If bills are not paid in full for the labor, siI ices, equipment, or materials famished or to be furnished, a mechanic's lien leading to the loss, Name Colieh & Sons through court foreclosure proceedings, of all or part of your property being so improved may be Street 547 W. 140th Street placed against the property even though you have paid your contractor in full. YOU may wish Gardena CA 90248 to protect yourself against this consequence by City ' (1) requiring your contractor to furnish a signed I release by the person or firm giving you this 1_ notice before making payment to your contrac- Hare: If addraa of above party is not known, JOB SITE ADDRESS may be substituted on second and third lines above, for or (2) any other method or device which is If name of arRelnal oantraHor is not known, you may substyuh,Me wards "GENERAL CONTRACTOR" an first line. appropriate under the circumstances. -, If such notice is given by a subcontractor who is re- qu;red pursuant to a collective-bargaining agreement to (This Form Is NOT A Mechanic's Lien—Merely A Legal Requirement To Protect Lien Rights) pa, svclememal fringe benefits ml. on .xpress truss tome The name of the LEGAL ENTITY (i.e. person, partnership, corporation. sub-contra fur) who described in Section 9111, f s notice shall also contain p CONiRAname trip Me the identity and address of such tryst fund or funds. ,J PURCHASE b well labs. serving, equipment a material is: (] same as ORIGINAL CONTRACTOR named above; (List twre:) OR: Above named parties are retained Mat claimant named below bas famished for will im iM) labor,services, equipment or ria ar Idin s. machines ar m w les m im avem t M n wm< hove Idlawin ,nes destti on: "5iistaf� y slipp°rie� c8fiSsT paL�e`losen s, e€d. Lipp y & A ¢rriarchitect, registered engineer, or licensed I1S la EC t, wire 1tt723g$, ln$1 W2tW2Z—t0 bad surveyoreyor who has furnished rvices ished sefor the design of the work of ' in this s and who gives a preliminary control pane arn„Tia e. appy ll1$ s(x ce c t aahre a wProvidedrin this section not later than shall days after Me work of improvement has commenced shall be wifea ]LII%. loll eS, SeYV entrance, with respect hove compact with gineering,s (al rna W) with furs he architectural,tatbe furnished.eritg, ar surnyirg _ se(6) It famished, ic ro ui ntor (d) 1t labor, service, equipment, or materials have been lune is m n jobsife by a versa+ iwhon levied not to © FROM CLAIMANT: Date 31 Mar 95 give s Preliminary nonce as provided precluded subdivision (a) or pra soh person shall nor h 20ays from giving a O T preliminary notice ria facer than 20 days atter tarnishing Name 1710-�'1T$te3Il$y Inc' Otherlabor. �cM1 personce, shall, er materials to the same Street 3010 Floyd Street l person shill, however, be entitledala to claim o lien ore o nonce er withhold only for such labor, service, equipnem, or material furnished wdfiin 2D days prior to CA -- the service of such notice, and at any time thereafter. Burbank CA 9 4 (e) Any agreement ode or entered into by on owner, Clly Zip _ wherebr The owner o99tees to waive the rights or privileges Q William E. Mirabelli mrierred upon him by This section shall be void and of BY �4A�6d-6 pro ,Har. (Claimant Os Auth Agent Sian Nese) - ha(h) Where the convect price to be void to pay ds fon- tor on a-porticulor work of improvement exceeds four hundred dollars 1;400), be failure of Thai conNOmpr, - IDa estimad of Me foal priu of Me labor, service, equipment bl material,lais 15 .002.370 licensed cache, Chapter 9 (commeacia9 with Section 70001 lurnisbed (a to M furnished) including aarta[e and any applicable 4ses is of Division 3 of the dullness and Professions Code, to (Otis intormatien is enriched to be furnished ONLY to LENDER OF CONSTRUCTION NNOS an atom who.) 9tva Not notice provided for in this section, constitute' growths ar rEsci,frury action by Registrar of (oatsacton t ... rt 1 , � ARF�r .l ................... 3:31TO14 Y51AMMUNq A414510iIJAD Ll Fp . .... 2� W A:OA N Zq7 431/A IOM r lJ "It os"T J",r 00 V". **A 3TAO ,I�P 't l 12 1XIGNIC'M 07 L H.%Lr,IG 31-NH'OPU5)HI Q0 kbw t" am N WW&(W Nftd,E bqMrVA 00 C*" b6*WM d&"N M 10 10 W�wq 6*40*wto ftq 4,006vt jwC, Y1 Mw M MY AM f#*Oae1N1dII"b*4"VA !t sxa+Wo„bNaq$arteF�rHt so Vd 9,014 4.&�OA WA em 3MAO JMA EMOCA WA� ,r ®rT AV�O Fd AY! IZ R31DMI10.2 ,jM AAW)" YMO R30""OODUMOW OT TIVA0131A 3,-AV%3810 40049 1'-' 04VI5D:tDf1T cwi: 10 aeIllut4 qrir-70 �..)Qe Jt bjOqe1q sQclaoq Oamd N If no lcelloo h;iu OL.,t lI ii,ii-iq All 3C 9 VHD A C*ORNIA PRELIMINARY NCWE IN ACCORDANCE WITH SECTION 3097 AND 3098, CALIFORNIA CIVIL CODE 064232 THIS IS NOT A LIEN, THIS IS NOT A REFLECTION ON THE INTEGRITY OF P 802786 ANY CONTRACTOR OR SUBCONTRACTOR. SOOO97 OWNER or PUBLIC AG ENCY 101 ARE HEREBY NOTIFIED THAT. or Reputed Owner (on public work) 4277 (on private work) BLUE DIAMOND MATERIALS 10090EARROW HWY CITY OF SAN JUAN CAPISTRANO IRWINDALE CA 41706 (818)856-6740 32400 PASEO ADELANTO SAN JUAN CAPISTRANO CA 42(75 hes fumished orwlll fumish lI servwes,equipment or maierldls of the totlowing generat descTaToa SUPPLY ASPHALT OR MINERAL IJebate is Federal P.f,h,VVX,, AGGREGATES Title 40 USE Sec 270A270C for 1r,e taeso'ng,sa"o Vre Or peen vgfk 01 TpfOV¢T¢nl Ocaled 91_ ADC: UNKNOWN JOB# 324570_1013 #626 CONSTRUCTION LENDER or CALLE SANTA BARBARA & Reputed Construction Lender, if an AVENIDA DE S VISTA p Y� SAN JUAN CAPIS'I'RANO CA TRABUCO/DE LA VISTA 714-768-34{)0 SEWER" NONE/BOND CO:SAFFCO CREDIT CORP C/O LYNN &- SCHALLERIN%t BROKERS, 26050 ACERO ST -ouzzaf-.Om, total p�pealne labor,fhrn eh. #130, MISSION V I EI O CA '92091 egu�pmem o,mat¢nals famished or m be 1pmished ia_ $ 1,258.13 Trust Funds to which Supplemental Fringe Benefits are Payable ORIGINAL CONTRACTOR or p :J w C15 Reputed Contractor, if any. P 802707 r I COLICH & SONS 225 W 3RD ST #E Additional trust ands to whmh supplemental fringe beneffs are payable are listed on backside LONG BEACH CA 90802 o f5ionalurc l (U,Ic) Dill Ed:03/r29%9) 03j08j95 R NOTICE TO PROPERTY OWNER IF BILLS ARE NOT PAID IN FULL FOR THE LABOR, SERVICES, EQUIPMENT, OR MATERIALS FURNISHED OR TO BE FURNISHED, A MECHANIC'S LIEN LEADING TO THE LOSS, THROUGH COURT FORECLOSURE PROCEEDINGS, OF ALL OR PART OF YOUR PROPERTY BEING SO IMPROVED MAY BE PLACED AGAINST THE SUB CONTRACTOR /person or firm who PROPERTY EVEN THOUGH YOU HAVE PAID contracted for the purchase of such YOUR CONTRACTOR IN FULL. YOU MAY WISH labor,services, equipment or material is: TO PROTECT YOURSELF AGAINST THIS CONSEQUENCE BY (1) REQUIRING YOUR 213-770-2920 CONTRACTOR TO FURNISH A SIGNED RELEASE 11801 BY THE PERSON OR FIRM GIVING YOU THIS COLICH& SONS NOTICE BEFORE MAKING PAYMENT TO YOUR 225 W 3RD ST#E CONTRACTOR OR (2) ANY OTHER METHOD OR LONG BEACH CA 90802 DEVICE THAT IS APPROPRIATE UNDER THE CIRCUMSTANCES. This rorrn prepared by CAPRENOS INC P O.Box 65152,Me 132.San Diego,CA 92186- 152(800)854-2100 FAX(819(560-]626 CAWORNIA PRELIMINARY N(WE IN ACCORDANCE WITH SECTION3097 AND 3098, CALIFORNIA CIVIL CODE 064231 THIS IS NOT A LIEN, THIS IS NOT A REFLECTION ON THE INTEGRITY OF P 802784 ANY CONTRACTOR OR SUBCONTRACTOR. 499SS4 OWNER or PUBLIC AGENCY Fyou AnE»EaEev NonFteDTHAT . or Reputed Owner (on public work) 1784 (on private work) EL TORO MATERIALS 20851 EL TORO RD CITY OF SAN JUAN CAPISTRANO LAKE FOREST CA 92030 32400 PASEO ADELANTO SANJUANCAPISTRANO CA 92075 bas mmishetl or win fomish labor,seances,agwpmant o. materials o(tba ipllowing general eescnptlon: SAND AND GRAVEL MATERIALS Jobsita is Federal Fuhl,b'Jois The 40 USE Sec 270A-2I0E for the building,structure or other wo*of improvement locale6 at ADC: UNKNOWN JOB# 6261, PO#93634 CONSTRUCTION LENDER or CALLE SANTA BARBARA eu AVENIDA DE LA VISTA Reputed Construction Lender, if any. SANJUAN C:APISTRANO CA TRABUCO/DE LA VISTA 714-768-3400 SEWER" NONE/BOND CO: SAFECO CREDIT CORP C/O LYNN 8c SCHALLER INN BROKERS 20050ACEROST Anesrmataormemteiplieaofthe labor,services, #130,MISSION VIEJO CA 92091 egubmentormatanaistumisnaborlobamrnlsnatlis: 10,000.(X) Trust Funds to which Supplemental Fringe Benefits are Payeble ORIGINAL CONTRACTOR or p � ��Q Reputed Contractor,if any. P 02,705 �� � i COLICH & SONS �J� ` J 2253RD ST Additional trust nds to wb¢b upplemental fringebenefitsarepayablearellstetlonbacksltle- LONG BEACH CIA 90802 0 (Signature (Title) Da1cd:03 29 95 03{08/95 R G NOTICE TO PROPERTY OWNER IF BILLS ARE NOT PAID IN FULL FOR THE LABOR, SERVICES, EQUIPMENT, OR MATERIALS FURNISHED OR TO BE FURNISHED, A MECHANIC'S LIEN LEADING TO THE LOSS, THROUGH COURT FORECLOSURE PROCEEDINGS, OF ALL OR PART OF YOUR PROPERTY BEING SO IMPROVED MAY BE PLACED AGAINST THE SUB CONTRACTOR/person or firm who PROPERTY EVEN THOUGH YOU HAVE PAID contracted for the purchase of such YOUR CONTRACTOR IN FULL. YOU MAY WISH labor, services,equipment or material is: TO PROTECT YOURSELF AGAINST THIS CONSEQUENCE BY (1) REQUIRING YOUR 310-329-1532 CONTRACTOR TO FURNISH A SIGNED RELEASE COUCH &SONS BY THE PERSON OR FIRM GIVING YOU THIS NOTICE BEFORE MAKING PAYMENT TO YOUR 2253RD ST CONTRACTOR OR (2) ANY OTHER METHOD OR LONG BEACH CA 90802 DEVICE THAT IS APPROPRIATE UNDER THE CIRCUMSTANCES. Tho loan prepared by CAPFf-NOS INC P.Box 85152.MB 132.San Diego.CA 52188 5152 1800)854-2100 FAX(619)560-7626 THIS Ls NOT A LIEN, ACCORDANCHIS IS NOT A E PRION ON TELIMIHE DNATY R YFORNINOANY TICE CTOR OR SUBOONTRACiOR r n IN ACCORDANCE WITH SECTIONS 3097 AND 3098,CALIFORNIA CIVIL CODE �u� � s(Y'� �S t. YOB ARE HEREBY NOTIFIED THAT 5. The name of the person or firm who contracted for the purchase of such labor,services,equipment or material is: - 2. has furnished or will furnish labor, services, equipment, or materials of the following general description: 6. Name and Address of Trust Funds to which Supplemental Fringe Benefits are Payable. 7. ❑Jobsite is Federal Public Work Title 40 USC Sec. 270A-270E. Contract Number Bonding Company 3. An estimate of the total price of the labor,services, equipment or materials furnished or to be furnished is: 99�LLII$, NOTICE TO,P�ROPEtHE LRRTgY OWNER E NOT PAID IN FULL$ MATERULSRFURNISNED OR TO BE FI)RNISNOR ED,A'MECHANIC'S11, 'LIEN EQUIPMENT, TO THE LOSS.THROUGH COURT FORECLOSURE PROCEEDINGS,OF ALL OR PART OF 4. the building,STNCIUle Of Other vrofk Of improvement IS bated at: YOUR PROPERTY BEING SO IMPROYED Y BE PLA AGAINST THE PROPERTY g P EVEN THOUGH YOU NAVE PAID YOUR C ACTOR IN FULL.YOU MAY WISH TO -. - - - PROTECT YOURSELF AGAINST THIS CO OUENCE BY (1) REQUIRING YOUR CONTRACTOR TO FURNISH A RELEASE SIGNED BY THE PERSON OR FIRM GIVING - - -- - - YOU THIS NOTICE BEFORE MAKING PAYMENT TO YOUR CONTRACTOR OR(2)ANY OTHER METHOD OR DEVICE WHICH 'IS APPROPRIATE UNDER THE CIRCUMSTANCES. Dated: Notice Preparer (Signature) (Title) CONSTRUCTION NOTICE SERVICES,)NC.,9520 PADGETT STREET,SUITE 209-SAN DIEGO,CA,92126-4447 Telenhone Number (619) 693-8871 CALIFORNIA PRELIMINARY NOTICE 1i16b ao. {gip; �E'y44,� wcy A% i" °1E.: In accordance with sections 3097 and 3098,California Civil Code THIS IS NOT A LIEN.This is NOT a reflection on the integrity of any contractor or subcontractor.You are herebynotified that �:Yy has furnished or will furnish labor,service,equipment or materials of the following general description - 4 -"k• • 4;r.=r `4E,It "fi ., i, for building,structure,or other work of im0ovement located at •.• w F F[AG-i ;;r, v" J,uL C F I a'FpM1C The name of the person or firm;w�h'o•dontracted for the purchase of such labor,services,equipment or material furnished or to be furnished is E, .. .kfie EE.[r` .s_. TRUST FUNDS TO WHIPY SUPPLEMENTAL FRINGE BENEFITS ARE PAYABLE(Material men not required to furnish) agGntAL g65' rEgg"i`g'i u12; EELS Sit An estirau�fg:• 'the total price of the labor,services,equipment or material is "`" ;; "or NOTICE TO PROPERTY OWNER � // 7BIF R4Kigfl If hills are not paid in full lot the labor, services. equipment, or materials furnished or to be furnished, a mechanic's CFMd`PREPARED BY: lien leading to the loss. through court foreclosing proceedings, of all or part of Your property being so improved may i be placed against the properly even though You have paid your contractor in lull. You may wish to protect Yourself CERTIFIED MAIL NU4WR against this consequence by (1) requiring your contractor to lurnish a signed release by the person or than giving ,you this notice before making payment to your contractor or(2)any other method or device which is appropriate under the circumstances. wEr.EFtib fiGy.iKaet;& tERy�, ;kttiE� pEFy1Fi ,I"sfi[sC+r 'aMR`!'Id -,A. 44c4s ,c�i , L 3 '9/7 CAL fORNIA PRELIMINARY NWICE 333x;) '3 IN ACCORDA E WITH SECTION 3097 AND 3098, CALIFORNIA CIVIL CODE THIS IS NOT ALIEN,THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR YOU ARE HEREBY NOTIFIED THAT. . . lco (name of person or firm furnishing labor, services, equipment or CONSTRUCTION LENDER or material) Reputed Construction Lender, if any j I ,�1,;1_'t,rI CL,,t;.- ,_ (address of person or firm furnishing labor, services, equipment or material) has furnished or will furnish labor, services, equipment or None Repo.rted materials of the following general description: ;i_"] L dvf-:J L: 63x° (general description of the labor, services, equipment or material furnished or to be furnished) for the building, structure or other work of improvement located at: ' t }., - �, <. (address or description of job site OWNER or PUBLIC AGENCY _ 7-- or Reputed Owner (on public work) sufficient for identification) (on private work) -, r . _J. -) U'_ u, The name of the person or firm who contracted for the purchase of such labor, services,equipment or material is: ty. .. „_ , An estimate of the total price of the labor, services Nequipment or materials furnished or to be furnished is: EConstruction loan no. (if known) $ R ORIGINAL CONTRACTOR or Trust Funds to which Supplemental Fringe Benefits are Reputed Contractor, if any Payable. (Material men not required to furnish) (name) (address) C (name) (address) O COlich & 547 W. 140th Scree'- (name) (address) (name) (address) Y NOTICE TO PR the labo OWNER o bills are net paid a full for the labor,services,equipment, or materials furnished or to be furnished, a mechanic's lien leading to the loss,through court foreclosure proceedings,of all or part of your property being so Improved may be placed SUBCONTRACTOR wi whom claimant / C against the property even though you have paid your contrac- has contracted 3— '�J for in full. You may wish to protect yourself against this con- sequence by(1)requiring your contractor to furnish a signed release by the person or firm giving you this notice before making payment to your contractor or(2)any other method or device that is appropriate under the circumstances. Colich & Sons 547 W. 140t:h Street Dated: Gardena. ClS 90248 signature (title) Telephone Number This form(No.594C Revised 1/1/95)®Copyrighted by and distributed through BUILDING INDUSTRY CREDIT ASSOCIATION(213)251-1100 JK 3200 SAN FERNANDO ROAD, LOS ANGELES, CALIFORNIA 90065 Phone: (213) 256-7283 Fax: (213) 254-6102 INDUSTRIAL ASPHALT PRELIMINARY NOTICE ON PRIVATE OR PUBLIC WORK ORIGINAL FDate of Notice Estimated Price T CONTRACTOR REPUTED CONTRACTOR 7 Gentlemen: You are hereby notified that the customer identified herein has contracted with Industrial Asphalt for the purchase of labor,services,equipment rental, aggregate and/or asphaltic paving materials used,or to be used in the work tt of improvement at the jobsite described herein. OWNER r + T NOTICE TO PROPERTY OWNER OR This notice is not intended to reflect in any way on the credit reputation of REPUTED our customer. However, in compliance with Section 3097 & 3098 of the OWNER California Civil Code,we advise you that.IF BILLS ARE NOT PAID IN FULL FOR THE LABOR,SERVICES,EQUIPMENT OR MATERIALS FURNISHED OR OR TO BE FURNISHED,A MECHANIC'S LIEN LEADING TO THE LOSS, PUBLIC + THROUGH COURT FORECLOSURE PROCEEDINGS,OF ALL OR PART AGENCY OF YOUR PROPERTY BEING SO IMPROVED, MAY BE PLACED AGAINST THE PROPERTY EVEN THOUGH YOU HAVE PAID YOUR CONTRACTOR IN FULL. YOU MAY WISH TO PROTECT YOURSELF AGAINST THIS CONSEQUENCE BY (1) REQUIRING YOUR CONTRACTOR TO FURNISH A SIGNED RELEASE BY THE PERSON OR FIRM GIVING YOU THIS NOTICE BEFORE MAKING PAYMENT TO YOUR CONSTRUCTION r r + CONTRACTOR OR (2) ANY OTHER METHOD OR DEVICE WHICH IS LENDER APPROPRIATE UNDER THE CIRCUMSTANCES. OR + REPUTED We thank you for the privilege of supplying asphaltic paving materials to this CONSTRUCTION project and look forward to serving you in the near future. LENDER Yours very truly INDUSTRIAL ASPHALT CUSTOMER r + r I+ g OTHER F. INTERESTED PARTY �JnC.`n1�J�1V,�I � 3.►S-�5 JOBSITE vl DESCRIPTION i O'Vi;`LFR COPY FORM IA 94-13(1/95) IF INCITTUIli FOR OFFICIAL USE ONLY Y .Al6N PS- ZCCIFDpOBFC1 IONS 3097siNTAND III,CALIFORNIA CIVIL CODE W111CHREQUIRESUSToNOTIFY 1�/�8 V(.L THAT L L E V qD IN NL FOR UMOP E4VICES EQUInMEM OR IA,S DI OR TO RE FGR- [[//..rr J'Cb V,4c' 1FR,Y:6L Mw9FilY M/MDT 19 TOSU IRTD HEREON;MAY BE DANT 1kLHANIG -ENS FT T,PHTF MEVI'$nPeLICAPA F 10 VPIVA'F.N/ORI AND] THIS IS NOT A LIEN. IS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONRRMCTOR OR SUBCONTRACTOR. Sia-15G'3 In51ruCllon[ A HI,ou'bIm cIrnpll 1,n11I9 roI} LIE op9w,Il9, I sx 5,,b¢. U Asse 5 nurcel mtB,may�e mo,nad nom ma Ccdnq'A111,111 C lop sa gin I s.y lure copy y b hien wtlM1 the County Ao,D',0nice Pu'suanl to C JITc U Col Code Asfisn 30 ]W) DATE 4"75 ASSESSOR'S PARCEL NO. 3 In YOU ARE HEREBY NOTIFIED: THAT THE UNDERSIGNED HAS FURNISHED OR WILL FURNISH LABOR,SERVICES, EQUIPMENT OR MATERIAL OF THE FOLLOWING DESCRIPTION 14wr-i;1g,— ._ 1j. rizontal Caartit boring (NAME) (DESCRIPTION OF MATERIAL) 14364 '-ita A:'E Ay— l-id rot tt!-,d &Civic'" at (ADDRESS) INDIVIDUAL Fon .n.nd:, CA 92337 SAN JUAN CAPI,:TRAEO, CA OR (CITY) (STATE) (ZIP) FIRM By. Cora Payne Lri ZANTA & AVIENDA ISE LA (SIGNATI�TFrh (ADDRESS OF BUILDING.STRUCTURE,WORK OR IMPROVEMENT) fESRUARY 24 , 1995 V.-,S 71A. (NTLET (DATE) (CITY) (STATE) QIP) THE NAME AND ADDRESS OF THE PERSON WHO CONTRACTED FOR THE PURCHASE OF SUCH LABOR.SERVICE,EQUIPMENT OR MATERIAL NOTICE TO PROPERTY OWNER It bills are not paid in full for the labor, services, equipment, or materials furnished or to be furnished a mechanic's lien leading to the IS GCa L),',DU C)trA'ELi 30TR 17 Kr & PIPL JAC XIBTG FoUrs. through court foreclosure proceedings, of all or part of your proper- ty being so improved may be placed against the property even though you have paid your contractor in full. You may wish to protect yourself against P. 0. 131$ 21 t)4 7 this consequence by(1)requiring your contractor to furnish a signed release by the person or firm giving you this notice before making payment to your CORONA, CA 91718-2047 contractor or (2) any other method or device which is appropriate under the circumstances. CITY OF SMR JUAN CAPISTITAJO TRUST FUNDS TO WHICH SUPPLEMENTAL FRINGE BENEFITS ARE PAYABLE O: NER. 314UU PASEO �1T),I^.;is/ES6NT0 NAME [PEP:1UHED OWNER,RAGENCY SAN JUAN C1P1STILANO, CA 92675 ADDRESS I,...�TT-I^• �� ,� NAME I III. C( LiCii & SONS � �-' ADDRFss E L 547 IN . 140Th SIIIRi,'-E11OR NAME OR GARDP.NA, CA 90248 ADDRFSS (MATERIAL MEN NOT I&QUIRED 30 FURNISH 'HE ABOVr) ONt� NOTICE TO: TO CONSTRUCTION LENDER ONLY CONSrRUCTOH ESTIMATED TOTAL PRICE OF THE LABOR, SER/ICE LFNDER EQUIPMENT OR MATFRALS DESCRIBED F'EREON. OR REPUTED CONSTR,CTION IFNDEe II PROOF OF SERVICE AFFIDAVIT (SECTION 3097 1 CALIFORNIA CIVIL CODE) I, i.l r' jcr •-� ,declare that I served copies of the above PRELIMINARY NOTICE(check appropriate box), (a) ❑ By personally delivering copies to _ at (name(s)and ilile(s)of person served) (aaU,ess) on 19 , at — .m nme) (b) E'6¢First Class Certified or Re tered Mail seFvice, postage prepaid, addressed to each of the parties of the address shown above on 1PL SkIIARY 9 J o I declare under penalty of perjury that the foregoing is true and correct, F'ON'ZANti t'F.>ikU1.Ry 4 95 Signed at ,California, on 19 .Uo:IC.411 i (ATTACH RECEIPTS OF CERTIFIED OR REGISTERED MAIL WHEN RETURNED) "`-'_- ` '`tel% 'R' FEDIFORM SIGNATURE OF P RSOlN MAKING SERVICE -- 4M UTAMP449 POLYPAK(50 SETS) 2,90 OWNER COPY CAL;,'-t7ORNIA PRELIMINARY N;TICE 29 J JJ 3 IN ACCORDA E WITH SECTION 3097 AND 3098, CALIFORNIA CIVIL CODE THIS IS NOT A LIEN, THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR YOU ARE HEREBY NOTIFIED THAT. . . A.C. PETERSON CO INC (name of person or firm furnishing labor, services, equipment or E CONSTRUCTION LENDER or material) Reputed Construction Lender, if any 12211 SO WOODRUFF AVE N (address of person or firm furnishing labor, services, DOWNEY, CA 90241 Dequipment or material) NONE has furnished or will furnish labor, services, equipment or Ematerials of the following general description: SAW EQUIPMENT FULLY R (general description of the labor, services, equipment or OPERATED material furnished or to be furnished) for the building, structure or other work of improvement S locatedat: _S/END OF AVE DE LA (address or description of job site OWNER or PUBLIC AGENCY VISTA SAN JUAN CAPISTRANO or Reputed Owner (on public work) sufficient for identification) (on private work) JOB#6 2 6 CThe name of the person or firm who contracted for the OCITY OF SAN JUAN CAPISTRANO purchase of such labor,services,equipment or material is: 32400 PASEO ADELANTO COLICH & SONS P SAN JUAN CAPISTRANO, CA 92675 YAn estimate of the total price of the labor, services equipment or materials furnished or to be furnished is: Construction loan no. (if known) $ COME AND DO UP TO $50, 000 ORIGINAL CONTRACTOR or Trust Funds to which Supplemental Fringe Benefits are Reputed Contractor, if any Payable. (Material men not required to furnish) (name) (address) COLICS & SONS (name) (address) 547 W 140th STREET GARDRNA, CA 90248 (name) (address) (name) (address) NOTICE TO PROPERTY OWNER If bills are not paid in full for the labor,services,equipment, or materials furnished or to be furnished, a mechanic's lien leading to the loss,through court foreclosure proceedings,of SUBCONTRACTOR with whom claimant all or part of your property being so improved may be placed against the property even though you have paid your contrac- has contracted for in full. You may wish to protect yourself against this con- sequence by(1)requiring your contractor to furnish a signed release by the person or firm giving you this notice before making payment to your contractor or(2)any other method or device that is appropriate under the circumstances. Dated: 3Z3/95 signature (title) Telephone Number( 310 ) 803 4343 This form(No.594C Revised 1/1/95)®Copyrighted by and distributed through BUILDING INDUSTRY CREDIT ASSOCIATION(213)251.1100 FOR OFFIC1AL USE ONLY 11 �IfF N DR pI110SECTIONS 3099,9WB ANN SIH CALIFORNIA CIVI DEMI^H RH OIRFS US TO NOIf-Y q,('� 9 L C V l Pq N IUL FOR 14BOR SCiVL S E9UVMENT O RW S.URNI CD JR©Be WR 1 E / /1 :P[i)1 ',WN(ti.,D[SC21tl9 F[ON)M9Y 6E SU ME_M1AJ EJS [IH'S SnIC- ..•1111....V2 'ATP Y IRK FF,, t ,I IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR. ((�� I Im rudlorts A Ell ON r1n1,11NI e y Old legibly Vis Ivpendfer f.11 FRI. B. Aef ,s percelnmbe/mOy Soo o 'Oined from he Ceunfv ASfenor c rFr,`oi g,,RI mgnawS rlo^ I Cadeeaton So9)(w capy may be :.o,esmme[i onm the County Recorder n-e[oc,usuonf to DATE t L'• `1E,F'Y ;1 , 199ASSESSOR'S PARCEL NO. "I YOU ARE HEREBY NOTIFIED: THAT THE UNDERSIGNED HAS FURNISHED OR WILL FURNISH LABOR,SERVICES,EQUIPMENT OR MATERIAL OF THE FOLLOWING DESCRIPTION (✓ OQ ' 3�Q x .�:LT^t-.^. i (T:^i ;",c,J (NAME) (DESCRIPTION OF MATERIAL) 14364 ';ofhtu A, a AVC. and re a;_ed (ADDRESS) INDIVIDUAL Fontana, CA 92337 SAN OIJATR C'AP1STRANO, u.A FIRM (CITY) d' / (STATE) (ZIP) CIJra PaynmS 3,A .',ANTA u AVEN11)A 1)1: LA V'.m.SA! (Sla�TUJ22il (ADDRESS OF BUILDING,STRUCTURE WORK OR IMPROVEMENT) ata F BRUAkY 17 , 11:15 (IITLE) (DATE) (CITY) (STATE) (ZIP) ME NAME AND ADDRESS OF IHE PERSON WHO CONTRACTED FOR THE PURCHASE OF SUCH LABOR.SERVICE,EQUIPMENT OR MATERIAL NOTICE TO PROPERTY OWNER If bills are not paid in full for the labor, services, equipment, or mode lots furnished or to be furnished, a mechanic's lien leading to the IS GCLDGi.+ ST A.L ; BORT BONG loss, through court foreclosure proceedings, of all or part of your proper- ty being w improved may be placed against the property even though you have paid your Contractor in full. You may wish to protect yourself against 11 C; CII 2047 this consequence by(q requiring your contractor to furnish a signed release by the person or firm giving you this notice before making payment to your COItUN A, Cii 917i3-2047 contractor or (2) any other method or device which is appropriate under the circumstances. C:'1'Y OJ ' SAN JUAN CtAPi STRANO TRUST FUNDS TO WHICH SUPPLEMENTAL FRINGE BENEFITS ARE PAYABLE T : 32470 PASEG AL)h;?IANTO NAMEOWNER, OR v SAN JUAN CAPIS'.PkhNO, CIL 92615 ADDRESS NAME CU:,ICti & SONS ADDRESS LCCNIRACTOR a ) 1 °° • 1401'IY Si kF:i3^1 NAME GARDENA, CA 90246 ADDRESS (MATERIAL MEN NOT REQUIRED TO FURNISH THE ABOVE) NOTICE p -7 /} TO CONSTRUCTION LENDER ONLY 0P'�C`'Iry �V i-I l�� ESTIMATED TOTAL PRICE A. THE LABOR SERVICES. TICETh, EQUIPMENT OR MATEf?IAIS DESCRIBED HEREON Th, 'DIIeTcuc i I] ErLEP $ I I PROOF OF SERVICE AFFIDAVIT (SECTION 3097 T.CALIFORNIA CIVIL CODE) declare that I served copies of the above PRELIMINARY NOTICE(check appropriate box), (a) ❑ By personally delivering copies to at (name(s)and hitless)of person served) (address) on 19 _ , at _ .rn. (nme) (ISABy First Class Certified or Registered Mail service, postage prepaid, addressed to each of the parties of the address shown above on FE')3..TJ1RL1?Y i7 , ,19 95 . I declare under penalty of perjury thet_the fgreggAr�ing 1s true and correct. ..`A Signed at , California, on 19 (ATTACH RECEIPTS OF CERTIFIED OR REGISTERED MAIL WHEN RETURNED) -" SIGNATURE OF PERSON MAKING SERVICE dF 4S449/4P449 POLYPAK(50 SETS) 2/90 OWNER COPY CALIFORN& PRELIMINARY 20-DO NOTICE (PUBLIC AND PRIVATE WORK) IN ACCORDANCE WITH SECTION 3097 AND 3098,CALIFORNIA CIVIL CODE YOU ARE HEREBY NOTIFIED THAT. . . L �� cDo✓ STrE ^ ' clE>��PE� 'JEi E CONSTRUCTION LENDER or Reputed Construction Lender, if anyS(o sl�LLL.G�X57"DEFT N , has furnished or will furnish labor,services,equipment or materials of Dthe following general description: 4&a E � up—al dq e.o, uon of fnV . ba o,.. wK.s.ewtagna,d o,roatwra m NabN°lo be lumuhaJl I for the building, structure or other work of improv nt located at: nn ,, (mmor a.c a.. eopnn� of rob r..imoia,n,o,dead-bonl FOLD HERE The name of the person or firm who contracted for the purchase of such labor,services,equipment or materials: //�� C k NOTICE TO PROPERTY OWNER O If bills are not paid in full for the labor, services, equip. ment, or materials furnished or to be furnished, a mechanic's lien leading to the loss, through court OWNER or PUBLIC AGENCY foreclosure proceedings, of all or part of your property P or Reputed Owner (on public work) being so improved may be placed against the property on private Work even though you have paid your contractor in full, You may Y ( P ) wish to protect yourself against this consequence by (1) requiring your contractor to furnish a signed release by the person or firm giving you thisnotice before making payment to your contractor or (2) any other method or device which is appropriate under the circumstances. The person or firm giving this notice is required, pursuant to a collective bargaining agreement, to pay supplemental fringe benefits into an express trust fund described in Civil Code§3111). said fund isideml- `� tied as follows: (strike if applicable) ,�* r L Construction loan no. if known) i r FOLD HERE two Iron, Laar°ul 1n.rn.1 ORIGINAL CONTRACTOR or Reputed Contractor, if any ^J t p Mailed this date: & CI, KPAY.(/.(J JLL.Q,(i tXtf7 e„ s5 An estimate of the total price of the labor, services, equipment or * ma7-1 terials furn�yfllE�SAbyst� �7furnished is: (PLEASE NOTE REVERSE SIDE) WOLCOTTS FORM 15100(Quadruplicate)Rev.3-9,11 (Price class 13D) 01990 WOLCOTTS FORMS,INC. For your assistance the following complete text of Section 3097,Section 3097.1 and Section 3098 of the California Civil Code are hereafter quoted. Should you have any doubt as to the usefulness of this forth for your purposes you are urged to 3ult your own attorney. J3097. Preliminary 20-dsy notice (private work). 'Pre,. .ary20-day notice (private work)' Where such notice is req J to contain the information set forth in paragraph(6)of subdivision means a written notice from a claimant that is given prior to the recording of a mechanic's lien and prior (c),a failure to give such notice, including such information,that results in the filing of a lien or the to the filing of a slap notice, and is required to be given under the following circumstances: delivery of a stop notice by the express trust fund to which such obligation is owing constitutes grounds (a) Written preliminary notice; ponies. Except one under direct contract with the owner or for the disciplinary action by the Registrar of Contractors against the subcontractor d Ina amount due one performing actual labor for wages, or an express trust fund described in Section 3111, every such trust fund is not paid. person who furnishes labor, service,equipment,or material forwhich a lien otherwise can be claimed (1) Construction lander;designation or permit application. Every city,county,city and county, under this title,or for which a notice to withhold can otherwise be given under this title, must, as a or other governmental authority issuing building permits shall, in its application form for a building necessary prerequisite tothe validity of any claim of lien,and of a notice to withhold cause to be given permit,provide space and a designation for the applicant to enter the name,branch,designation,ilany, to the owner or reputed owner, to the original contractor, or reputed connector, and to the and address of the construction lender and shall keep the information on file open for public inspection construction lender, if any, or to the reputed construction lender, if any, a written preliminary during the regular business hours of the authority. notice as prescribed by this section. Ii there is no known construction lender,that tact shall be noted in such designated space. Anyfadure (b) Construction lender. Except the contractor,or one performing actual labor for wages,or an to indicate the name and address of the construction lender on such application,however,shall not express trust fund described in Section 3111, all persons who have a direct contract with the owner relieve any person from the obligation to give to the construction lender the notice required by this and who furnish labor,Service,equipment,or material for which alien otherwise can be claimed under section. this title,or for which a notice to withhold can otherwise be given under this title,must,as a necessary 0)Designation of mortgage,deed of trust or other Instrument securing loan. A mortgage,deed prerequisite to the validity of any claim of lien,and of a notice to withhold,cause to be given to the of trust,or other Instrument securing a loan,any of the proceeds of which may be used for the purpose construction lender,if any,Or to the reputed construction lentler,If any,a written preliminary notice as of constructing improvements on real property,shall bear the designation'Construction Trust peed' prescribed by this section. prominently on its face and shall state all of the following (1)the name and address of the lender and (c) Time: content; architect, engineer or surveyor. The preliminary nonce referred to in the name and address of the owner of the real property described in the instrument,and(2)a legal subdivisions(a)and(b)shall be given not later than 20 days after the claimant has first furnished labor, description of the real property which secures the loan and if known,the street address of the property. service,equipment,or materials to the jobsite,and shall contain the following information. The failure to be so designated or to stale any of the information required by this subdivision shall not (1)A general description of the labor,service,equipment,or materials furnished,or to befurnished, affect the validity of any such mortgage,deed of trust,or other instrument, and if there is a construction lender,he shall be furnished with an estimate of the total price thereof,n Failure 10 provide such information on such an instrument when recorded shall not relieve persons addition to the foregoing. required to give preliminary notice under this section from such duty (2)The name and address of such person furnishing such labor,service,equipment,or materials. The county recorder of the county in which such instrument is retarded shall indicate,n the general (3) The name of the person who contracted for purchase of such labor, service, equipment, or index of the official records of the county that such instrument secures a construction loan. materials. (k) Trust fund and lender;supplementary fringe benefits. Every contractor and subcontractor (4) A description of the jobsite sufficient for identification, who is required pursuant to a collective.bargaining agreement to pay supplementary fringe benefits into (5) The following statement in boldface type: an express trust fund described in Section 3111 and who has failed to do so shall cause to be given to NOTICE TO PROPERTY OWNER such fund and to the construction lender,f any,or to the reputed construction lender,if any.not later If bills are not paid,n full for the labor,services,equipment,or materials lurnished or to be furnished, than the date such payment due to such fund became delinquent a written notice containing a mechanic's lien leading to the lass, through court foreclosure proceedings, of all or pan of your (I) The name of the owner and the contractor. property being so improved may be placed against the property even though you have paid your (2) A description of the jobsite sufficient for identification contractor In full. You may wish to protect yourself against this consequence by(1) requiring your (3) The identity and address of the express trust fund. contractor to furnish a signed release by the person or firm giving you this notice before making (4) The total number of straight time and overtime hours on each such lob,payment for which the payment to your contractor or (2) any other method or device which is appropriate under the contractor or subcontractor is delinquent to the express trust. circumstances, (5) The amount then past due and owing. (6) It such notice is given by a subcontractor who is required pursuant to a collective bargaining Failure t0 give such notice shell constitute grounds for disciplinary action by the Registrar of agreement to pay supplemental fringe benefits into an express trust fund described In Section 3111, Contractors. such notice shall also contain the identity and atltlress OI such trust fund Or funds, (1) Contract;name and address of owner;Information to person seeking to serve notice. If an invoice for such materials contains the information required by this section,a copy of such Every written contract entered into between a properly owner and an original contractor shall provide invoice,transmitted in the manner prescribed by this section shall be sufficient notice. space for the owner to enter his name and address of residence;and place of business If any. The A certificated architect,registered engineer,or licensed land surveyor who has furnished services original contractor shall make available the name and address of residence of the owner to any person for the design of the work of improvement and who gives a preliminary notice as provided In this section seeking to serve notice required by this section. nollalerthan 20daysafterthe workof improvement has commencedshell be deemed to havecompl,ed 53097.1 Proof of service of preliminary 20-dey notice,proof of service affidavit:receipt. Proof with subdivisions(a)and(b)with respect to architectural,engineering,or surveying services furnished, that the preliminary 20-day notice required by Section 3097 was served in accordance with subdivision or to be furnished. (f)of Section 3097 shall be made as follows: (d) Election not to give preliminary notice;subsequent rights. If labor,service,equipment,or (a) If served by mail,by the proof of service affidavit described In subdivision(c)of this section materials have been furnished to a jobsite by a person who elected not to give a preliminary notice as accompanied either by the return receipt of certified or registered mail,or by a photocopy of the record provided in subdivision(a)or(b),such person shall not be precluded from giving a preliminary notice of delivery and receipt maintained by the post office, showing the date of delivery and to whom not later than 20 days alterfurnishing other labor,service,equipment,or materials to the same jobsite. delivered or,in the event of nondelivery,by the returned envelope itself. Such person shall,however,be entitled to claim a lien and a notice to withhold only for such labor, Of If served by personally delivering the notice to the person to be nothed,or by leaving It at his service,equipment,or material furnished within 20 days prior to the service of such notice,and at any address or place of business with some parson In charge,by the proof of service affidavit described,n time thereafter. subdivision(c). (e) Waiver. Any agreement made or entered into by an owner,whereby the owner agrees to waive (c) A'proof of serves affidavit',s an affidavit of the person making the service,showing the time, the rights or privileges conferred upon him by this section shall be void and of no effectplace and manner of service end facts showing that such service was made in accordance win Section (f) Service. The notice required under this section may be served as follows: 3097. Such affidavit shall show the name and address of the person upon whom a copy of the (1) If the person to be notified resides in this state,by delivering the notice personally,or by leaving preliminary 20-day notice was served.and.d appropriate,the title Or capacity in which he was served. itathis address of residence orplaceofbusiness with some person in charge,or bylust-class registered 13098. Preliminary 20-day notice(public work), stop notice, service, disciplinary action; or certified mail,postage prepaid,addressed to the person to whom noticeisto be given at his residence exemption for express trust fund. 'Preliminary 20-day notice(public work),stop notice'means or place of business address or at the address shown by the building permit on file with the authority written notice from a claimant that was given prior to the filing of a stop notice on public work.and is issuing a building permit for the on,or at an address recorded pursuant to subdivision(j)of this required to be given under the following circumstances: section. (a)In any case to which the Ian,'\f this State alforda a rigI�1t to s parson lurrisring la6er or materials (2) Il theperson Lobe notifieddoes not reside in this slate,byanymethod enumeratedin paragraph for a publiewatkwhBhiia not bean Pahl therefor to file estoplWO eifwith the pdbllcggenQy concerned, (1)of this subdivision. If such person cannot be served by any of such methods, then notice may be and thereby cause the withholding of payment from Ibe contractor for the public work,any such person given by first-class cenified or registered mail,addressed to the construction lender or to the original having no direct contra"ldelattonahipwiththe contirl other thana person w'hopenormed actual contractorlabor for wages or an express trust fund described in Section 311 1„may file such a notice.but no (3) When service is made by first-class certified or registered mall,service is complete at the time payment shall be withheld from any such contractor,pursuant to any such notice,unless such person of the deposit of such registered or candied mailhas caused written notice to be given to such contractor,and the public agency concerned,not later than (g) Single notice;additional material,service,labor or equipment. A person required by this 20 days alter the claimant has first furnished labor,services,equipment,or materials to the jobsite, section to give notice to the owner and to an original contractor,and to a person to whom a notice to stating with substantial accuracy a general description of labor, service, equipment, or materials withhold may be given,need give only one such notice to owner,and to the original contractor and to furnished or t0 be furnished,and the name of the party to whom the same was furnished. Such notice the person to whom a notice to withhold may be given with respect to all materials,service,labor,or shall be served by mailing the same by first-class mail, registered mail, or certified mail. postage equipment he furnishes for a work of improvement,which means the entire structure or scheme of prepaid,in an envelope addressed to the contractor at anyplace he maintains an Office or conducts his improvements as a whale.unless the same is furnished under Contracts with more than one subcontrac- business,Or his residence,or by personal sarv,ce. In case of any public works constructed by the tor,,n which event,the notice requirements must be met with respect to materials,services,labor,or Department of Public Works or the Department Of General Services of the state,such notice shall be equipment furnished to each such contractor. served by mailing In the same manner as above,addressed to the office of the disbursing officer of the It a notice contains a general description requiredby subdivision(a)or(Of of the materials.services, department constructing the work, or by personal service upon such officer. When service is by labor,or equipment furnished to the date of notice,It Is not detective because,after such dale,the registered or certified mall,service is complete at the time of the deposit of the registered or certified person giving notice furnishes materials,services,labor,or equipment not within the scope of such mail, general description. (b) Where the contract price to be paid to any subcontractor on a particular work of improvement (h) Disciplinary action against contractors nd Subcontractors. Where the contract price to be exceeds four hundred dollars($400),the failure of that contractor,licensed under Chapter 9(commenc. paid to any subcontractor on a particular work of improvement exceeds four hundred dollars($400).the ing with Section 7000)of Division 3 of the Business and Professions Corte,to give the notice provided failure of that contractor,licensed under Chapter 9(commencing with Section 7000)of Division 3 of the for,n this section,constitutes grounds for disciplinary action by the Registrar of Contractors. Business and Professions Code,to give the notice provided for in this section,constitutes grounds for (c) The notice requirements of this section shall not apply to an express trust fund described In disciplinary action by the Registrar of Contractors. Section 3111. CALRNIA PRELIMINARY NICE g IN ACCORDA WITH SECTION 3097 AND 3098, CALIFOR CIVIL CODE &(OQ . so THIS IS NOT A LIEN,THIS IS Q A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR YOU ARE HEREBY NOTIFIED THAT . . . (name of person or firm furnishing labor, services, equipment or CONSTRUCTION LENDER or material) Reputed Construction Lender, if any (address of person or firm furnishing labor, services, �lUr:lfpll-[-J, .:U equipment or material) Carilla. kteyior';;r.:ci has furnished or will furnish labor, services, equipment or materials of the following general description: (general description of th4 labor, services, equipment or material furnished or to be furnished) If any information contained herein is for the building, structure or other work of improvement incorrect, please contact the undersigned: located at: Lyman's Ready Mixed Concrete. (714) 492-7272 (address or description of job site OWNER or PUBLIC AGENCY _; i. ,;::•(1. or Reputed Owner (on public work) sufficient for identification) (on private work) ., _ .„E:r The name of the person or firm who contracted for the purchase of such labor,services, equipment or material is: W0Lr L LAn estimate of the total price of the labor, services Nequipment or materials furnished or to be furnished is: EConstruction loan no. (if known) ,$ jr R ORIGINAL CONTRACTOR or Trust Funds to which Supplemental Fringe Benefits are Reputed Contractor, if any Payable. (Material men not required to furnish) (name) (address) C C:O-�1CGi & i�'On.i (name) (address) 0 547 97. :1.40t1) S�zxeet P Gai*d-an.a Z.i, 9U2403 (name) (address) (name) (address) i Y /y,,� NOTICE TO PROPERTY OWNER I/,�(�H/► I �e �j�7 If bills are not paid in full for the labor,services,equipment, 1111JJJJIY or materials furnished or to be furnished, a mechanic's Ilen leading to the loss,through court foreclosure proceedings,of all or part of your property being so improved may be placed SUBCONTRAcTVIR with whom claimant against the property even though you have paid your contrac- has contracted for in full. You may wish to protect yourself against this con- sequence by(1)requiring your contractor to furnish a signed release by the person or firm giving you this notice before making payment to your contractor or(2)any other method or device that is appropriate under the circumstances. ,1 ch & GoTuS 59? 6V. 14u Sty eet Dated: Oitrifez�a, C':� 9U244� i _ i Signature (rifle) Telephone Number( ) This form(No.594C Revised 111(95)OCopyrighted by and distributed through BUILDING INDUSTRY CREDIT ASSOCIATION(213)251-1100 FIWWT.T�^KT FOR AL USE ONLY L rP4 J IRL'-)IO SECTIONS 30 AND JIIL CALIFORNIA COf1F W-'ITCH ITE NR SJ.ONO➢n D NII LL R NO[I'AID IN JI 'CRUBO, DRONE E PQJ IV, IERIAS{ tNl$dFD RTL 9L FLF P+1 .lttd� 1111)fL R 148 RI NII H 1.'J[.�r C N ft ",IDA.bE O mice RC IE! QbIS o,PItr III JnW LHC T.AIF 11 11�1tA :) THIS 15 NOT A LIEN.THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR. 1111111c,TO,, A DI 1111I -0111PIrrellIII OI U -I' fi I F. 'C P F1, ,111,el JI Cp._g q.' copy a be leyr IM1 f o tl Office Pursuant v (.,I^Jna C. Caao ,eclo 99 _ DATE ASSESSOR'S PARCEL NO. YOU ARE HEREBY NOTIFIED: THAT THE UNDERSIGNED HAS FURNISHED OR WILL FURNISH LABOR,SERVICES, EQUIPMENT OR MATERIAL OF THE FOLLOWING DESCRIPTION 1 ivE (NAME) (DESCRIPT ON OF MATERIAL) (ADDRESS) , INDIVIDUAL in_l, C.-iu-1 OR (CITY) /' (STATE) (ZIP) FIRM B S .. .v.. -'iIP u/ J4. '-t ?' (SIGNATUE (ADDRESS OF BUILDING.STRUCTURE WORK OR IMPROVEMENT) . - .;34; .i u:TIt ;,9" ,i Cs_iL:ci (TITLE) (DATF) (CURT (STATE (ZIP) TrIE NAME AND ADDRESS CAL THE PERSON WHO COMRACTED FOR THE PURCHASE Of SUCH LABOR,SERVICE"FQUIPMFNT OR MAIERIAL NOTICE TO PROPERTY OWNER If bills are not poid In full for the labor, services, equipment, or materials temished W to be furnished, a mechori 11811 leading to the, L, R)7,_� , -;.rr- .l -r�'. loss, through court foreclosure proceedings, of all or part of your proper- ty being so improved may be placed against the property even though you have paid your contractor in full. You may wish to protect yourself against this consequence by(1)requiring your contractor to furnish a signed release '1 L YI':+ L A ';1 i I S by the person or firm giving you this notice before making payment to your contractor or (2) any other method or device v*"is appropriate under the circumstances. TO: TRUST FUNDS i0 WHICH SUPPLEMENTAL FRINGE BENEFITS ARE PAYABLE OWNER, 7H ° UTED OWNER %7, 1 ;-' 'TE; ,) ;a4:L.?'1 <) NAME OR PUBLIC AGENUD Off; ,;if LID ..'L:11` Ct.L2iI. 'Zi)/` ADDRESS NAME ADCRF-SS TO', ORIGiU`O CONTRACT02 `*J �I E NAME OR DO,TED CONTRACTOR ' t1, r. :L. .. '1i= ADDRFSS (NDIEeAL MAN NOT"i-QHRF f IC'rURNIgh IHL A50VE NOTICE y� � TO CONSTRUCTION LENDER ONLY UNT�r I o'. � ��y/ ESTrMATED TOTA;. PRICE OF THE 4AOR SERPCES Lr-j.I ���� /""���/h ����� E9UIPMENT OR 'MATERIALS DESCRIBCD 4EREON L.OJLI�I,�T' 95 d��-nom_ PROOF OF SERVICE AFFIDAVIT (declare that I served copies ofthe above PRELIMINARY NOTICE (check appropriate box). (a) ❑ By personally delivering copies to _ at (name(s)and files)of person servea) (,Doose) on 19 , at _ ,UP. Tie) (b) � By First Class Certified or Registered Mail service, postamge prepaid, addressed to each 9#'fhe parties of the address shown above On ,19 r` I declare under penalty of perjury that the foregoing Is true and correct. Signed at "f'r'I�''t= • , California, on 1,'�`) 19 (ATTACH RECEIPTS OF CERTIFIED OR REGISTERED MAILWHEN RETURNED) fjEDIFORM BU49r41`449 POLYPAK(so SETS) SIGNATURE OF PERSON MAKING SERVICE 2190 OWNER COPY CALIFORIGA PRELIMINARY 20-OW NOTICE (PUBLIC AND PRIVATE WORK) / COI � /U' IN ACCORDANCE WITH SECTION 3097 AND 3098,CALIFORNIA CIVIL CODE ((J YOU ARE HEREBY NOTIFIED THAT. . . OO�(Uf n/ S/7�TL 1 ✓ic./6 G�iGET�Etu. W CONSTRUCTION LENDER or �L/���, (�ttii�:57 (�EET J Reputed Construction Lender, if any has furnished or will furnish labor,services,equipment or materials of Ethe following general description: T R 7- zs7xGL 4yop ' 19 i Je.c.Gln. 1 m.Wi- 1..1.1.t o —1—Is Nrr.M.,io m iu—h.el forthebuilding structure or other work of improve ant located at: l.de,...a a.�.omn of ioe.n..ux.uM r.,a..ama.l O FOLD HERE P The name of the person or firm who contramecifor the purchase of such Ylabor,services,equip ent or materials: NOTICE TO PROPERTY OWNER If bills are not paid in full for the labor, services, equip- ment, or materials furnished or to be furnished, a mechanic's lien leading to the loss, through court OWNER or PUBLIC AGENCY foreclosure proceedings, of all or part of your property or Reputed Owner (on public work) being so Improved may be placed against the property on ovate work even though you have paid your contractor in full. You may ( P ) wish to protect yourself against this consequence by (1) requiring your contractor to furnish a signed release by the person or firm giving you this notice before making payment to your contractor or (2) any other method or device which is appropriate under the circumstances. 3 ri C/pQ P14.56Q The person or firm giving this notice is required, pursuant to a collective bargaining agreement, to pay supplemental fringe benefits into an AA/Q �„ express :frust fund (described in Civil Code§3111), said fund is identi- ri�/.4fled as follows: (strike if applicable) ConMruction loan no. (a known) FOLD HERE ORIGINAL CONTRACTOR or Reputed Contractor, if any ._ /1 � Mailed this date: J • !1 / ; ,4" t a " 3:u;"c� w niwlw.l ow a ik afl,h} s .x VAS An estimate of the total price of the labor, services, equipment or materials fur o turn iahad is: x a a 1 /ry/gy�a/'. t a (PLEASE NOTE REVERSE SIDE) - t WOLCOTTS FORM 15100(Ouadruplicele)Rev.3-91 (price class 13D) 01994 WOLCOTTS FORMS.INC. For your assistance the following complete text of Section 3097,Section 3097.1 and Section 3098 of the California Civil Code are hereafter quoted. Should you have any doubt as to the usefulness of this form for your purposes you ere urged to cc 't your own attorney. 13097. Preliminary 20-day notice (private work). 'Prelim 20-day notice (private work)' Where such notice is retell contain the information set torch in paragraph(6)of subdivision means a written notice from a claimant that is given prior to the recording of a mechanic's lien and prior (c),a failure to give such notice, including such information,that results In the tiling of a lien or the to the filing of a stop notice, and is required to be given under the tollovemg circumstances'. delivery of a stop notice by the express trust fund to which Such obligation is owing constitutes grounds (a) Written preliminary notice; parties. Except one under direct contract with the owner or for the disciplinary action by the Registrar of Contractors against the subcontractor f the antic um due one performing actual lebarforwages, or an express trust fund described in Section 3111, every such trust fund is not paid person who furnishes labor, service,equipment,or material for which a lien otherwise can be claimed (I) Construction lender;designation or permit application. Every city,county,city and county, under this title,or for which a notice to withhold can otherwise be given under this title, must as a or other governmental authority issuing building permits shall, in Its application form for a budding necessary prerequisite to the validity of any claim of lien. and of a notice to withhold, cause to be given permit,provide space and a designation for the applicant to enter the name,branch,designation,if any, to the owner or reputed owner, to the original contractor, or reputed connector, and to the antl address of the construction lender and shall keep the information on Lie open for public inspection construction lender, If any, or to the reputed construction lender, if any, a written preliminary during the regular business hours of the authority, notice as prescribed by this section. It there is no known construction lender,that fact shall be noted in such designated space. Anyfadure (b) Construction lander. Except the contractor,or one performing actual labor for wages,or an to indicate the name and address of the construction lender on such application,however,shall not express trust fund described in Section 3111, all parsons who have a direct contract with the owner relieve any parson from the obligation to give to the construction lender the notice required by this andwhofurnish labor,service.equipment,or material for which alien otherwise can be claimed under section. this title,orforwhich a noticllo withhold can otherwisebegiven underthis title,must,as a necessary 0)Designation of mortgage,dead of trust or other instrument securing loan.A mortgage.deed prerequisite to the validity of any claim of lien,and of a notice to withhold,cause to be given to the of trust.or other instrument securing a loan,any of the proceeds of which may be used for the purpose construction lender,if any,or to the reputed construction lender,it any,a written preliminary notice as of constructing improvements on real property,shall bear the designation'Construction Trust Deed' prescribed by this section. prominently on its face and shall state all of the following'. (1)the name and address of the lender.and (c) Time: content; architect, engineer or surveyor. The preliminary notice referred to in the name and address of the owner of the real property described in the instrument,antl(2)a legal subdivisions(a)and(b)shall be given not later than 20 days after the claimant has first furnished labor, description of the real property which secures the loan and,if known.the street address of the property. service,equipment,or materials to the lobsite,and shall contain the following information. The failure to be so designated or to state any of the Information required by this subdivision shall not (1)A general description of the labor,service,equipment.or materiels furnished,or to befurnished affect(he validity of any such mortgage,deed of trust,or other instrument. and if there is a construction lender,he shall be furnished with an estimate Of the total price thereof in Failure to provide such information on such an instrument when recorded shall not relieve persons addition to the foregoing. required to give preliminary notice under this section from such duty. (2)The name and address of such person furnishing such labor,service,equipment,or materials. The county recorder of the county in which such instrument is recorded shall indicate in the general (3)The name of the person who contracted for purchase of such lobar, service, eqummeN, or index at the olf..l records of the county that such instrument secures a construction loan, materials. (k) Trust fund and lender;supplementary fringe benefits, Every contractor and subcontractor (4) A description of the arises sufficient for identdication, who is required pursuant to a colleciwa�bargainmg agreement to pay supplementary fringe benefits into (5) The following statement in boldface type'. an express trust fund described In Section 3111,and who has failed to do so shall cause to be given to NOTICE TO PROPERTY OWNER such fund and to the construction lentler,if any,or to the reputed construction lander if any,not later If bills are not paid in full lot the labor,services,equipment,or materials furnished or to be furnished than the date such payment due to such fund became delinquent,a written notice ccntammg: a mechanic's lien leading to the loss,through court foreclosure proceedings, of all or pan of your (1) The name of the owner and the contractor. property being so improved may be placed against the property even though you have paid your (2) A description of the lobsite sufficient for identification contractor in lull. you may wish to protect yourself against this consequence by(1)requiring your (3) The Identity and address of the express trust fund. contractor to furnish a signed release by the Person or firm giving you this notice before making (4) The total number of straight time and overtime hours on each such lob,payment for which the payment to your contractor or (2) any other method or device which is appropriate under the contractor or subcontractor is delinquent to the express trust. circumstances. (5) The amount then past due and owing. (6) If such notice is given by a subcontractor who is required pursuant to a collemive-bargaining Failure to give such notice shall constitute grounds for disciplinary action by the Registrar of agreement to pay supplemental fringe benefits into an express trust fund described in Section 3111. Contractors. such notice shall also contain the identity and address of such trust fund or funds. (1) Contract;name and address of owner;Information to parson aNking to serve notice. If an invoice for such materials contains the information required by this Section,a copy of such Every Selden contract entered into between a property owner and an original contractor shall provide Invoice,transmitted in the manner prescribed by this section shall be sufficient noticespace for the owner to enter his name and address of residence:and place of business it any. The A certificated architect,registered engineer,or licensed land surveyor who has furnished services original contractor shell make available the name and address of residence of the owner to anyperson forthe design of the work of improvement and who gives a preliminary notice as provided in this section seeking to serve notice required by this section. not Informed 20daysafterthe workof improvement hescommenced shell bedeamed to have complied 13097.1 Proof of Serves of preliminary 213-day notice,proof of service affidavit;receipt. Proof with subdivisions(a)and(b)with respect to architectural,engineering,or surveying services furnished, that the preliminary 20 day notice required by Section 3097 was served In accordance with subdivision or to be furnished. (f)of Section 3097 shall be made as follows. (d) Election not to give preliminary notice;subsequent rights. If labor,service,equipment,or (a) If served by mail,by the proof of service affidavit described in subdivision(c)of this section materials have been furnished to a lobsite by a person who elected not to give a preliminary notice as accompanied either by the return receipt of ramified or registered mail,or by a photocopy of the record provided in subdivision(a)or(b),such person shall not be precluded from giving a preliminary notice of delivery and receipt maintained by the post office, showing the date of delivery and to whom not laterthan 20 days afterfurnishing other labor,service,equipment,or materials to the samalobsite. delivered,or,in the event of nondelivery,by the returned envelope Itself. Such person shall,hawaver,be entitled to claim a lien and a notice to withhold only for such labor, (b) If served by personally delivering the notice to the person to be notified or by leaving it at his service,equipment,or material furnished within 20 days prior to the service of such notice,and at any address or place of business with some Person in charge,by the proof of service affidavit described in time thereafter. subdivision(c). (e) Waiver. Any agreement made or entered into by an owner,whereby the owner agrees to waive (c) A'proof of service affidavit'is an affidavit of the person making the service,showing the time, the rights or privileges conferred upon Nm by this section shall be void and of no effect, place and manner of service and facts showing that such service was made in accordance with Section (1) Service. The notice required under this section may be served as follows3097. Such affidavit shall show the name and address of the Person upon whom a Copy of the (1) If the person to be notified resides in this state,by delivering the notice personalty,or by leaving preliminary 20-day notice was served,and d appropriate,the title or capacity in which he was served. it at his add ress of residence or place of business with some person in charge,or by firat-clas s registered 13099. Preliminary 20-day notice(public work), stop notice, service; disciplinary action; or certified mail,postage prepaid,addressed to the Person to whom notice is to be given at h is residence exemption for express trust fund 'PrefereMry 20 day nohcer(public work),stop notice'means. or place of business address or at the address shown by the building permit an file with the authority written notice from a claimant that was given prior to the filing of a stop notice on public work,and is issuing a building permit for the work,or at an address recorded pursuant to subdivision(l)of this required to be given under the following circumstances: section. (a) In any case in whiCh.the law of this state affords a right to a person furnishing labor or materials (2) If the Person to be notified does not reside in this state,by any method enumerated in paragraph for a public work who has not been Paid therefor to file a slop notice with the public agency concerned, (1)of this subdivision. It such person cannot be Served by any of such methods, then notice may be and thereby cause the withholding of payment from the contractor for the public work,any such person given by first-class candied or registered mail,addressed to the construction lender or to the original having no direct Contractual relationship with the contractor,other than a person who performed actual Contractor. labor for wages or an express trust fund described in Section 3111,may file such a notice, but no (3) When service is made by first-class as dified or registered mall,service is complete at the time payment shall be withheld from any such contractor,pursuant to any such notice,unless such person of the deposit of such registered of certified mailhes caused written notice lobe given to such contractor,and the public agency concerned,not later Nan (g) Single notice,additional material,service,labor or equipment. A person required by this 20 days alter the claimant has first furnished labor,services,equipment,or materials to the lobsite, section to give notice to the owner and to an original contractor,and to a person to whom a notice to stating with substantial accuracy a general description of labor, service, equipment, or materials withhold may be given,need give only one such notice to owner,and to the original contractor and to furnished or to be furnished,and the name of the parry to whom the same was furnished Such notice the person to whom a notice to withhold may be given with respect to all materials,service,labor,or shall be served by mailing the same by first-class mall, registered mail, or context mail, postage equipment he furnishes for a work of improvement,which means the entire structure or scheme of prepaid,In an envelope addressed to the contractor at any place he maintains an office Or conducts his improvements as a whole.unlassther Same lsfurnishad under contracts with more than oneoubcontrac- business,or his residence,or by personal service. In case of any public works constructed by the for.in which event,the notice requirements must be met with respect to materials,servioes,labor,or Department of Public Works or the Department of General Services of the state,Such notice shall be equipment furnished to each such contractor, served by mailing In the same manner as above.addressed to the office of the disbursing officer of the Ito notice contains a general description requiredby subdivision(a)or(b)of the materials,services, department constructing the work, or by personal service upon such officer. When service is by labor,or equipment furnished to Me dale of notice,it is not defective because,idler such date,the registered or certified mall,service is complete at the time of the deposit of the registered or certified person giving notice furnishes materials,services,labor,or equipment not within the scope Or such mail. general description. (b) Where the contract price to be paid to any subcontractor an a particular work of improvement (h) Disciplinary abtlbn against C"troot@a and subcordrabton.Where the contract price to be exceeds lour hundred dollars($400),the failure of that contractor,licensed under Chapter 9(commenc- paid to any subcontractor on a particular work of improvement exceeds tour hundred dollars($400),the ing with Section 7000)of Division 3 of the Business and Professions Code,to give the notice provided to note of that contractor,licensed under Chapter (commencing with Section 7000)of Division 3 of the for in this section,constitutes grounds for disciplinary action by the Registrar of Contractors. Business and Professions Code,to give the notice provided for in this section,constitutes grounds for (c) The notice requirements of this"Own Shap not appy to an express rust fund described in disciplinary action by the Registrar of Contractors. Section 3111. CALIFORNIA PRELIMINARY NOTICE FOR OFFIC1 USE ONLv IFTHIS TI JI rIR'C D TO,SECTIONS]W),3WB AN' IIII CALIfaRNIA CIVI ODEWESI REQJIEE�LS TO NC ���� YOUF BIL S EE R" 'Alt 1 FULL TO E-ABOPSCdB -r CES cMAY P-QUIPME 5 O RI FL:NRN.I ED.'R l0 BE NR- IMPPO'ED P CNEftRAI NIS DESCRIBFp NEIiEON)MAY BE SUB MK,HANI S LIFNS'�H:STA 4tKy Ql[1.PfIrRIE IJJIW.ENIY) ,2211011 A LIEN THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR. ) 01/k-) � ) mso-uoxo"s. A nil o.ttorm epmPletew en0 E N N use 1d rArt—er v pp=Fmle (/(.CL/L/ B Assessorgs poicel number may be blometl Irom 19e County A—TN, C Callfors,ndlivil Code Secrr T3OV]e 'led with the County Feco deES OV,ce pursuint to DATE ASSESSOR'S PARCEL NO. YOU ARE HEREBY NOTIFIED: THAT THE UNDERSIGNED HAS FURNISHED OR WILL FURNISH LABOR,SERVICES, EQUIPMENT OR MATERIAL OF THE FOLLOWING DESCRIPTION tLil (NAME) (DESCRIPTION OF MATERIAL) (ADDRESS) INDIVIDUAL OR (CIrv1 -�—�— FIRM (STATE) (ZIP) BY: - - a' '- r+li.na,� St. PO I cnlle bset_. Sara (SIGNATURE (ADDRESS OF BUILDING,STRUCTURE WORK OR IMPROVEMENT) i_L(']V DAVoce, 3? San 1 (fIILE) (DATE) (CITU) (STATE) QIP) YHE NAME ADD ADDRESS OF THE PERSON WHO CONTRACTED FOR THE PURCHASE OF SUCH LABOR,SERVICE.EQUIPMENT OR MATERIAL NOTICE TO PROPERTY OWNER It bills are not paid in lull for the labor, services, equipment, or _ materials furnished or to be furnished, a mechanic's lien leading to the is 7l IPL S! ai o =`I)"'1 nk`s C"f`.. Lott, through Coil latch Proceedings, W all or pad of Your Wooer- ty being so Improved may be placed against the property even though you have paid your contractor in lull. You may wish to protect yourself against this consequence by(1)requiring your contractor to furnish a signed release "Y '-I 1 J 1,T by the person or firm giving you this notice before making payment to your contractor or (2) any other method or device vililliY is appropriate under the circumstances. ;ite oY Sa;L II ) i',a T)t S C t:aiTo TRUST FUNDS TO WHICH SUPPLEMENTAL FRINGE BENEFITS ARE PAYABLE CREPUTEDOWNER ER lltiaEIto NAME vv)Etll JUail ..;l TCi1lTL). .�'� " i`)/5 ADDRESS `53. zL 4, LE, NAME l,O.i ICiI .1 J(Jl as ADDRESS TO: ORIGINAL CONTRACTOR )+f L=1Uth :i LYd�t NAME OR REPUTED CONTRACTOR ( a P;1 FB iia. ✓T �)!.1J(}I't ADDRESS Al (MATERIAL MEN NOT REQUIRED TO FURNISH THE ABOVE) One NOTICE TO: TO CONSTRUCTION LENDER ONLY CONSTRUCTION ESTIMATED TOTAL PRICE OF THE LABOR, SERVICES, LENDER EQUIPMENT OR MATERIALS DESCRIBED HEREON OR CONSTRUCTION LENDER - 3455.91 fill PROOF OF SERVICE AFFIDAVIT LAY L7evotg ,declare thaCALIFORNIASrcolt res of the above PRELIMINARY NOTICE check I, p' ( appropriate box). (a) ❑ By personally delivering copies to at (nar-I and title(,)of person served) (cadre„) On 19 _ , of _ .m. (b) 0 By First Class Certified or Registered Mail service, postage prepaid, addressed toeachgP'fhe parties of the address shown above on 3 I declare under penalty of perjury that the foregoing is true and correct. t� ,(/ Signed at Poil:al!,i, -_:1California, on �"�•' - ”-`' , ) f 19 (ATTACH RECEIPTS OF CERTIFIED OR REGISTERED MAIL WHEN RETURNED) r*01FOM, 4s449/4PW9 POLYPAK(so SETS) SIGNATURE OF PERSON MAKING SERVICE - 2/90 LENDER COPY CAL RNIA PRELIMINARY NICE "'T ` .. 4 IN ACCORDA WITH SECTION 3097 AND 3098, CALIFOR CIVIL CODE THIS IS NOT A LIEN, THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR YOU ARE HEREBY NOTIFIED THAT . . (name of person or firm furnishing labor, services, equipment or CONSTRUCTION LENDER or material) Reputed Construction Lender, if any (address of person or firm furnishing labor, services, equipment or material) has furnished or will furnish labor, services, equipment or NO KNOSdN ( ONSTRUCPIM, _f„1210 ,Et materials of the following general description: (general description of the labor, services, -equipment or material furnished or to be furnished) for the building, structure or other work of improvement located at: 11 -" ',� (address or description of job site OWNER or PUBLIC AGENCY r _ --_1,� ' ,,.,i ',.'i -a 1 -. or Reputed Owner (on public work) sufficient for identification) (on private work) The name of the person or firm who contracted for the purchase of such labor,services, equipment or material is: t J} An estimate of the total price of the labor, services Nequipment or materials furnished or to be furnished is: EConstruction loan no. (if known) $ r R ORIGINAL CONTRACTOR or Trust Funds to which Supplemental FiigOe Benefits are Reputed Contractor, if any Payable. (Material men rMrequired to furnish) (name) (actress)C � m .S ,,..�n-..r...f;r-="_, name —.-_ ress 347 i,. 140th 53M.ES' s (name) (address) P GMZD_P IM CA 0A248 F`t JAN 31 1995 ft (name) c./-r (address) Y ____---------,,-- NOTICE TO PROPERTY OWNER - 'If bills are not paid in full for the labor,services,equipment, or materials furnished or to be furnished, a mechanic's lien leading to the loss,through court foreclosure proceedings,of SUBCONTRACTOR with whom claimant all or part of your property being so improved may be placed against the property even though you have paid your contrec- has contracted for in full. You may wish to protect yourself against this con- sequence by(1)requiring your contractor to furnish a signed release by the person or firm giving you this notice before making payment to your contractor or(2)any other method or device that is appropriate under the circumstances. S.V'ir. AS C4;1 ;E4At, CS:r;T_Vr C: ., Dated: (title) " � eztea) Telephone Number(' ) This form(No.594C Revised 1/1/95)®Copyrighted by and distributed through BUILDING INDUSTRY CREDIT ASSOCIATION(213)251-1100 -1 STATE OF CALIFORNIA—STATE AND CONSUFIFR SERVICES AGENCY • PETE WILSON,Gowe r CONTRACTORS STATE LICENSE BOARD 9835 GOETHE ROAD,SACRAMENTO,CALIFORNIA MAILING ADDRESS:P.O. BOX 26000 Ccnsumer SACRAMENTO,CALIFORNIA 95826 j Main (916)255-3900 Effective January 1, 1993, Assembly Bill 2736 (Chapter 788, stats. 1992) repealed and added Section 7018. 5 to the Business and Professions Code. This section requires that each contractor licensed under this chapter, prior to entering into a contract with an owner for work specified as home improvement or swimming pool construction pursuant to section 7159, give a copy of the following "Notice to Owner" to the owner, the owner's agent, or the payer. The failure to provide this notice as required shall constitute grounds for disciplinary action. NOTICE TO OWNER "Under the California Mechanics' Lien Law, any contractor, subcontractor, laborer, supplier, or other person or entity who helps to improve your property, but is not paid for his or her work or supplies, has a right to place a lien on your home, land, or property where the work was performed and to sue you in court to obtain payment. This means that after a court hearing, your home, land, and property could be sold by a court officer and the proceeds of the sale used to satisfy what you owe. This can happen even if you have paid your contractor in full if the contractor's subcontractors, laborers, or suppliers remain unpaid. To preserve their rights to file a claim or lien against your property, certain claimants such as subcontractors or material suppliers are each required to provide you with a document called a "Preliminary Notice. " Contractors and laborers who contract with owners directly do not have to provide such notice since you are aware of their existence as an owner. A preliminary notice is not a lien against your property. Its purpose is to notify you of persons or entities that may have a right to file a lien against your property if they are not paid. In order to perfect their lien rights, a contractor, subcontractor, supplier, or laborer must file a mechanics' lien with the county recorder which then becomes a recorded lien against your property. Generally, the maximum time allowed for filing a mechanics' lien against your property is 90 days after substantial completion of your project. TO INSURE EXTRA PROTECTION FOR YOURSELF AND YOUR PROPERTY, YOU MAY WISH TO TAKE ONE OR MORE OF THE FOLLOWING STEPS: (1) Require that your contractor supply you with a payment and performance bond (not a license bond) , which provides that the bonding company will either complete the project or pay damages up to the amount of the bond. This payment and performance bond as well as a copy of the construction contract should be filed with the county recorder for your further protection. The payment and performance bond will usually cost from 1 to 5 percent of the contract amount depending on the contractor's bonding ability. If a contractor cannot obtain such bonding, it may indicate his or her financial incapacity. (2) Require that payments be made directly to subcontractors and material suppliers through a joint control. Funding services may be available, for a fee, in your area- which will establish voucher or other means of payment to your contractor. These services may also provide you with lien waivers and other forms of protection. Any joint control agreement should include the addendum approved by the registrar. (3) Issue joint checks for payment, made out to both your contractor and subcontractors or material suppliers involved in the project. The joint checks should be made payable to the persons or entities which send preliminary notices to you, Those persons or entities have indicated that they may have lien rights on your property, therefore you need to protect yourself. This will help to insure that all person due payment are actually paid. (4) Upon making payment on any completed phase of the project, and before making any further payments, require your contractor to provide you with unconditional "Waiver and Release" forms signed by each material supplier, subcontractor, and laborer involved in that portion of the work for which payment was made. The statutory lien releases are set forth in exact language in Section 3262 of the Civil Code. Most stationery stores will sell the "Waiver and Release" forms if your contractor does not have them. The material suppliers, subcontractors, and laborers that you obtain releases from are those persons or entities who have filed preliminary notices with you. If you are not certain of the material suppliers, subcontractors, and laborers working on your project, you may obtain a list from your contractor. On projects involving improvements to a single-family residence or a duplex owned by the individuals, the person signing these releases lose the right to file a mechanics' lien claim against your property. In other types of construction, this protection may still be important, but may not be as complete. To protect yourself under this option, you must be certain that all material suppliers, subcontractors, and laborers have signed the "Waiver and Release" form. If a mechanics' lien has been filed against your property, it can only be voluntarily released by a recorded "Release of Mechanics' Lien" signed by the person or entity that filed the mechanics' lien against your property unless the lawsuit to enforce the lien was not timely filed. You should not make any final payments until any and all such liens are removed. You should consult an attorney if a lien is filed against your property. " 13N-5 (New 4/93) t. YOU ARE HEREBY NOTIFIED THAT 5. The name of the pgrson or fine who contracted for the purchase of such labor, services, equipment or material is: 2. has furnished or will furnish labor, services, equipment, or materials of the following general description: 6. Naive and Address of Trust Funds to which Supplemental Fringe 1 Benefits are Payable. CA ti+ r 7. ❑Jobsite is Federal Public Work Title 40 USC Sec. 270A-270E. Contract Number Bonding Company 3. An estimate of the total price of the labor, services, equipment or NOTICE TO PROPERTY OWNER materials furnished or to be furnished is: $ IF BILLS ARE NOT PAID IN FULL FOR THE LABOR, SERVICES, EQUIPMENT,OR -. - MATERIALS FURNISHED OR TO BE FURNISHED,A MECHANIC'S LIEN LEADING TO • THE LOSS,THROUGH COURT FORECLOSURE PROCEEDINGS,OF ALL OR PART OF YOUR PROPERTY BEING SO IMPROVED MAY BE PLACED AG111NST THE PROPERTY 4. the building, structure or Other work of improvement Is located at: EVEN THOUGH YOU HAVE PAID YOUR CONTRACTOR IN F1ILL.YOU MAY WISH TO PROTECT YOURSELF AGAINST THIS CONSEQUENCE BY (1) REQUIRING YOUR CONTRACTOR TO FURNISH A RELEASE SIGNED BY THE PERSON OR FIRM GIVING YOU THIS NOTICE BEFORE MAKING PAYMENT TO YOUR CONTRACTOR OR(2)ANY OTHER METHOD OR DEVICE WHICH IS APPROPRIATE UNDER THE CIRCUMSTANCES. Notice Preparer (Signature) (TAIe) "';'a STRUCTION NOTICE SERVICES,INC.,9520 PADGETT STREET,SUITE 208 SAN DIEGO.CA.9212G-aaa7 Teleptwne Number (619) 893-8871 • PRELIM.XLS • JOB #626 CALIFORNIA PRELIMINARY NOTICE IN ACCORDANCE WITH SECTIONS 3097 AND 3098,CALIFORNIA CIVIL CODE THIS IS NOT A LIEN,THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR CONSTRUCTION LENDER or YOU ARE HEREBY NOTIFIED THAT: Reputed Construction Lender It any. COLICH & SONS NONE 547 W. 140th Street Gardena, California 90248 has furnished or will furnish labor,services,equipment or OWNER or PUBLICAGENCY materials of the fdlowinggeneral description, Reputed Owner (on Public Work) TRABUCO-DE LA VISTA on Private Work SEWER For the building,structure or other work of improvements located at: CITY OF SAN JUAN CAPISTRANO ALIPAZ STREET TO CALLE SANTA BARBARA 32400 PASEO ADELANTO TRABUCOIDE LA VISTA SEWER-NO CONTRACT# SAN JUAN CAPISTRANO,CA.92675 The name of the person or firm who contracted for the purchase of such labor,services,equipment or material is: CITY OF SAN JUAN CAPISTRANO 32400 PASEO ADELANTO ORIGINAL CONTRACTOR SAN JUAN CAPISTRANO,CA.92675 or Re uteri Contractor An estimate of the total price of the labor,services,equipment or COLICH & SONS materials to be furnished on the job is: 547 W. 140th Street Gardena, California 90248 $439,096.00 NOTICE TO PROPERTY OWNER AFFIDAVIT OF SERVICE Colich&Sons declares that copies of the above Preliminary If bills are not paid in full for the labor,services,equipment,or materials furnished or Notice was served all parties listed above by first class to be furnished,a mechanic's lien or stop notice leading to the loss,through court registered/certified mail,pottage prepaid at the above listed foreclosure proceedings,of all or part of your property being so improved may addresses on: be placed against the property even though you have paid your contract in full. September 20,1994 You may wish to protect yourself against the consequences by requiring your contractor to furnish signed releases by the person of firm giving you this notice I declare,under penalty or perjury,that the foregoing before making payment to your contractor or any other method or device which is true nd correct. Executed on 09-20.94 is appropriate under the circumstances. at )na, ifomia. / DATE: SQPTEMBER2V19W _ (Sig tura of person making declaration) Geraldine R.McEwen Accountant and Safety Officer ^f Page 1 PLEASE SIGN, DATE AND RETURN THIS COPY dSon C� O - i MEMBERS OF THE CITY COUNCIL GARY L. CAMPBEAUSDOPLL n1 GARY N HAUSDOPFER MI U CGILA JONES murrarnm CAROLVN NASH 15 unuism 1961 JEFF VASQUEZ ■ 1776 • • CITY MANAGER GEORGE SCARBOROUGH October 6, 1994 Susan Mercer Colich & Sons 547 West 140th StrPrr Gardena, California 90248 Re: Award of Contract - Trabuco de la Vista Sewer At their meeting of October 4, 1994, the City Council of the City of San Juan Capistrano awarded the contract for the Trabuco de la Vista Sewer from Alipaz Street to Calle Santa Barbara to your company at $439,096. A fully-executed copy of the agreement is enclosed for your records. The City has not yet received the general liability insurance required in Section 7 of the contract. Please forward the required certificate to the City Clerk's office as soon as possible. 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. Ver 61A, ulY Yours, nCon ✓l�C-� City Clerk Enclosure cc: Director of Engineering and Building (with copy of contract) Brian Perry (with copy of contract) _— Accounts Payable Receipt of th o goi s,o€-Award is hereby acknowledged: Colich & Sons By G. Douglas Paletsas - Project Manager This /y day of ale 4664 v 1994. 32400 PASEO ADELANTO, SAN JUAN CAPISTRANO, CALIFORNIA 92675 0 (714) 493-1171 CFI PRELIMINARY:M CE ? :' IN ACCORDIWE WITH SECTON M47 ANO.8098; CALIrdW civic CODE THIS IS NOT A LIEN,THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR YOU ARE HEREBY NOTIFIED THAT.. . �— PARKSayt RIP71ILIE 3ATERIAI Q (name of person or firm furnishing labor, services, equip-CONSTRUCTION LENDER or ment or material) Reputed Construction Lender, if any 155 FAST RTNf1JN SrgFFT N (address of person or firm furnishing labor, services, COROp1Aa - CA 9172111 D1 equipment or material) NONE • 000000 has furnished or will furnish labor, services, equipment or Ematerials of the following general description: DOMESTIC OATFR OR SFJFR R (general description of the labor, services, equipment or L J SYSTEM L SERVICE material furnished or to be furnished) for the building, structure or other work of improvement S"ed&J&N CAPISTRANO TRA4jr!n ------ DE LA 71 gVrAss% ongL*6aite ALIPAZ ST T3 rALLF SANTA SURA SAN JUON C'OlItfT"A4� m The name of the person or firm who contracted for the C purchase of such labor,services,equipment or material is: COLICH I SDNS• INC. /� Sit (name and address of person or firm) 65057 V 547 N. 140TH ST. OWNER or PUBLIC AGENCY GARDENA CA 90249 P or Reputed Owner (on public work) (on private work) An estimate of the total price of the labor, services, Yequipment or materials furnished or to be furnished is: ... z§» + .. %� 3]1OD 0.00 _ t § iYt*ivFi tf d§ k frit • }A hai« { .......«.I'v.v. t qtt v§§x §py§ yI% £ }R y tib§a£4 aas f>n t a§8§4vs% x+k#x`'yeG,Arm,r§;i4 iv«iF,.. (Dollar amount must be furnished to construction lender y a mn gga b a "SX6tcG°a�pn p a + R4 :i -optional as to owner or contractor) =....... Trust Funds to which Supplemental Fringe Benefits are 4rt§*ac+.{ ,'£ •,ip inx .,c %°{>a.•ftt § ,«a=1"', PP 9 � �, Y ( q ) %« Payable. Material men not required to furnish *Q tAA�h a_ °G Maa vl %�+4 e4{tr«84{+ _ vTv�yt' •a}$9#t�ptr Yea vt whisk gT i42%sav:ti65 fa vgii�g9b%v° a+ i }S i + R• iLi`.atwv y.'taG :t*°i,{+a. s .r£i:s�,.6e{a%%4£'yxa�s tvt.t^�ai•v"a4`"r :«{c (name) (address) Construction loan no. (if known) (namel (address) (name) (address) (name) (address) NOTICE TO PROPERTY OWNER If hills are not paid In full for the labor, services, equipment, �- or materials furnished or to be furnished, a mechanics Ilan leading to the loss, through court foreclosure prommodings, of ORIGINAL CONTRACTOR or all or part of your property being so Improved may be placed against the property even though you have paid your contractor Reputed Contractor,if any In full. You may wish to protect yourself against this consequence by[I)requiring your contractor to furnish a signed release On person or firm giving you this notice bolero mahing p mens tee your contractor or(2) any other method or of*+ > §p..p§°•4d+°"x+•, i y +1, t,.. +' {«",# "{_+• ,•• f{« GG,+Gt,{ device Ich h appropriate under the circumstances.q§Yb�. k0*�bk d}6t§ pa%atf%di and 'ta Ai vs{fysi tKyx i{t:{#} *pxa° to a»f•4 R�. tp R4 $ &8 tr9 tgaro tga apo £ ixt 5 'di,.r!%f itai„v G§ bas 4% {,$x 'yib° `ypa«'i5Yt G40t yb fxt a g 4 d•tp §4§otpl t�.§a raa a*by:§#*t +^x; q $a at �a§t�b'e�gcpaae4 P'.a4i''at{t, e{atate pee#j° x.;,`...a", PRESIDENT CR 171 Ir 11' 4 GR* ti@¢ 3H0 f t yf@� q84• � tbp€`°t g5id fptf�G:Gt 2 a f§§at + G%ax:a••' "y£Qi B }§§pE at Ca+pa+al4fE#f°88Xf§pbf §§k* fFiti #! >° p§St prx Ok^dP§ %t t+ al ere (title) t vM1, {R°5Y4 T+K {a. Yrivip i£6#ed*$iY{+f4 f'S`ta{4xdt{ai"}!t*ji•a94 da�Sdt¢fyaRa rtp&? � .G .+i'„ .?'..z ..£{%.:i ..+,sn .•, .% .,,fit'.,. •. '4G<,.t.:vxt', a'£.` Telephone umber(-M) This form(No.594 Revised 1/130) Copyrighted by and distributed through BUILDING INDUSTRY CREDIT ASSOCIATION(213)251-1100 .. y Jae* �. � v MEMBERS OF THE COUNCIL COL © GARY L NE E C CAMPBELL G [� .HAUSDORFER ILJ L ONES ma,onnm CA CAROLVN NASH 1= annnnin 1961 JEFF VASGUEZ 1776 • • CITY MANAGER GEORGE SCARBOROUGH ADDENDUM NO. 1 TRABUCO DE LA VISTA SEWER CONSTRUCTION FROM ALIPAZ STREET TO CALLE SANTA BARBARA The following changes to the plans and specifications are promulgated through this addendum. SECTION 13 - ALTERNATE PIPE MATERIAL Delete the existing section. Add: PVC pipe is a City-approved alternate material for use in gravity sewer line construction. "Carlon", "Certainteed", 'Johns-Manville" and "Pacific Western" have been previously confirmed as acceptable manufacturers of PVC pipe. The minimum requirements for PVC pipes shall be SDR 26 conforming with ASTM D-3034 and C-900, Class 150 conforming to the requirements of A.W.W.A. C-900, as indicated on the plans. All pipe shall conform to the requirements set forth in the standard specification for the use intended. Testing requirements for PVC pipe shall include Mandrel Tests to ensure vertical deflections do not exceed the maximum allowable. The Contractor is advised that vitrified clay pipe extra strength in accordance with Section 207-8 of the Standard Specifications is also a City approved alternate pipe material for gravity sewer lines, except for those sections installed in jacked steel casings. The Contractor shall allow in his bid for all costs associated with the selection of pipe material. Bedding As clarification, bedding shall be Type I per City Standard Plan S4. 11* A signed copy of this addendum shall accompany the bid. bi / / Contractor Theodore G. Simon City Engineer 32400 PASEO ADELANTO, SAN JUAN CAPISTRANO, CALIFORNIA 92675 0 t714) 493-1171 CITY OF SAN JUAN CAPISTRANO i COUNTY OF ORANGE i STATE OF CALIFORNIA 1 SPECIFICATIONS AND CONTRACT DOCUMENTS ' TRABUCO/DE LA VISTA SEWER CONSTRUCTION FROM ALIPAZ STREET ' TO CALLE SANTA BARBARA i i CITY COUNCIL i COLLENE CAMPBELL, MAYOR GIL JONES JEFF VASQUEZ i CAROLYN NASH GARY L. HAUSDORFER 1 i CITY MANAGER GEORGESCARBOROUGH DIRECTOR OF ENGINEERING AND BUILDING i WILLIAM M. HUBER i JULY, 1994 1 1 1 THE SPECIAL PROVISIONS CONTAINED HEREIN HAVE BEEN ' PREPARED BY OR UNDER THE DIRECTION OF THE FOLLOWING REGISTERED ENGINEER. 1 WILLIAM H. PIETE, P.E. ' HARRIS & ASSOCIATES, INC. QPOFESS/ON NO. 46100 Z m ' Exp 12-3/-9 m CIVIL O OF CAl\F 1 1 ' TABLE OF CONTENTS ' TITLE PAGE CONTRACT DOCUMENTS Notice Inviting Bids 1 Bid Proposal 3 Schedule of Work Items 7 Non-Collusion Affidavit 9 Designation of Sub-Contractors 10 Instructions to Bidders 11 Bid Bond 16 Performance Bond 18 ' Labor & Material Bond 20 CONTRACT ' Contract 1-5 SPECIAL PROVISIONS Work to be Done SP-1 Section 1 Standard Specifications SP-1 ' Section 2 Terms Defined SP-3 Section 3 Flow and Acceptance of Water SP-3 Section 4 Water SP-3 ' Section 5 Insurance and Overhead Costs SP-3 Section 6 Protection of Existing Utilities SP-3 Section 7 Protection of Private Property SP-4 ' Section 8 Construction Zone SP-4 Section 9 Pre-Construction Coordination Meeting SP-4 Section 10 National Pollutant Discharge Elimination System SP-5 Section 11 Order of Work SP-5 Section 12 Special Provisions for the Construction of Sanitary Sewers SP-5 ' Section 13 Alternate Pipe Material SP-6 Section 14 Street Sections SP-6 Section 15 OCEMA Encroachment Permits SP-7 ' Section 16 Work on Private Property (Sierra Vista Equestrian Center and Shibata Nursery) SP-7 Section 17 Archaeology SP-7 ' DETAIL SPECIFICATIONS AND METHOD OF PAYMENT DS 1-15 APPENDIX 1 STANDARD PLANS ' APPENDIX 2 OSHA TUNNELING CLASSIFICATION APPENDIX 3 GEOTECHNICAL REPORT AND SUPPLEMENT APPENDIX 4 LIFT STATION SHOP DRAWINGS 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 of San Juan Capistrano or any of its officers or agents be liable for any loss sustained by the contractor as a result of any variance between conditions shown on the plans and actual conditions revealed during examination or progress of the work. The submissiow of a proposal shall be prima facie evidence that the bidder has made such an examination. Interpretation of Drawings and Documents If any bidder should find discrepancies in, or omissions from the drawings, specifications or other proposed contract documents, or if he should be in doubt as to the true meaning of any part thereof, he shall at once make a written request to the Engineer for correction, clarification or interpretation of the point or points in question. The person submitting such a request shall be responsible for its prompt delivery. In the event that the Engineer receives such a request and it should be found that ' certain essential information is not clearly and fully set forth, or if the Engineer discovers errors, omissions, or points requiring clarification in the drawings or documents, a written addendum will be mailed to each person to whom a set of contract documents has been delivered. The City of San Juan Capistrano will not be responsible for any instructions, explanations or interpretations of the documents presented to bidders in any manner other than written addendum. -11- 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. 1 Disqualification of Bidders No person, firm or corporation shall be allowed to make, file or be interested in more than one bid for the same work unless alternate bids are called for. A person, firm or corporation who has submitted a sub-proposal to a bidder, or who has quoted prices on materials to a bidder, is not hereby disqualified from submitting a bid in his own behalf. ' Proposals ' Bids to receive consideration shall be in accordance with the following instructions: A. Bids shall be made only upon the forms provided within these specifications; all bid items shall be properly filled out; bid prices shall be stated both in words and in figures; and the signatures of all persons signing shall be in longhand. Where there is a conflict in the words and the figures, the words shall govern. B. All prices and notations must be in ink or typewritten. No erasures will be permitted. Mistakes may be crossed out and corrections typed or written in ink adjacent thereto and must be initialed in ink by the person or persons signing the bid. C. Bids shall not contain any recapitulation of the work to be done. Alternate proposals will not be considered except as required hereinabove. No oral, telegraphic or telephonic proposals or modifications will be considered. D. The City of San Juan Capistrano may require any bidder to furnish a statement of ' his experience, financial responsibility, technical ability, equipment and references properly and fully filled out. E. Each bidder shall list his proposed sub-contractors on the form accompanying the proposal in accordance with the provisions of the specifications. ' F. Each bidder must accompany his bid with either a cashier's check upon some responsible bank, or a properly certified check upon such bank, or an approved ' -12- 1 ' corporate surety bond payable to the City of San Juan Capistrano for such a sum of not less than ten percent (10%) of the aggregate sum of the bid, which check or ' bond and the monies represented thereby shall be held by the City of San Juan Capistrano as a guarantee that the bidder, if awarded the contract, will in good faith enter into such contract and furnish the required bonds. The bidder agrees that, in case of his refusal or failure to execute said contract and give bonds within the time required by these documents, such check or bond, and the ' money represented thereby, shall remain the property of the City of San Juan Capistrano and, if the bidder shall fail to execute said contract, said surety will pay to the City of San Juan Capistrano the damages which the City of San Juan ' Capistrano may suffer by reason of such failure not exceeding the sum of ten percent (10%) of the amount of the bid. A bid received and not accompanied by such cashier's check, certified check or approved bond shall be rejected. G. Bids shall be delivered to the City of San Juan Capistrano at the location stipulated ' on or before the day and hour set for the opening of bids, as hereinbefore specified in the "Notice Inviting Bids." Bids shall be enclosed in a sealed envelope bearing the title of the work, the name of the bidder, bid opening date and time of bid opening. Licensing of Contractor All persons, firms, partnerships or corporations shall be licensed in accordance with the Business and Professions Code of the State of California and the applicable ordinances of the City and County before doing any work of any kind. Withdrawal of Bids Any bidder may withdraw his bid in person or by written request at any time prior to the scheduled closing time for receipt of bids. Opening of Bid Proposals The City of San Juan Capistrano will, in open session, publicly open, examine and declare the bids at the time set forth in the "Notice Inviting Bids." Bidders or their authorized representatives are invited to be present. -13- ' Award of Contract or Rejection of Bids ' No bidder may withdraw his bid for a period of forty-five (45) days after the date set for the opening of bids. The contract for the work will either be awarded or the bids rejected within the forty-five (45) days from the date set for the opening of bids. ' The contract for the work will be awarded to the lowest responsible bidder complying with these instructions and with the "Notice Inviting Bids." The City of San Juan Capistrano, however, reserves the right to reject any or all bids and to waive mere informalities, minor technical errors or irregularities, obvious clerical errors or erasures. ' The bidder to whom the award is made shall execute two copies of the written contract with the City of San Juan Capistrano and furnish the stipulated bonds, insurance and bid ' breakdown within fifteen (15) days after the bid opening date. The contract shall be made in the form adopted by the City of San Juan Capistrano. The release of the successful bidder's surety deposit, as previously stipulated (page 5), shall be made upon ' the City of San Juan Capistrano's acceptance of the Labor and Materials Bond and the Faithful Performance Bond. If the bidder to whom the award is made fails to enter the contract as herein provided, the award may be annulled and an award may be made to the next lowest responsible bidder; and such bidder shall fulfill every stipulation embraced herein, as if he were the party to whom the first award was made. A corporation to which an award is made shall furnish evidence of its corporate existence and evidence that the officer signing the contract and bonds for the corporation is duly authorized to do so. Bonds ' The successful bidder, simultaneously with the execution of the Agreement, will be required to furnish a Labor and Material Bond in a sum not less than one hundred ' percent (100%) of the total amount payable by the terms of the contract and a Faithful Performance Bond in a sum not less than one hundred percent (100%) of the amount of the contract, Said bonds shall be secured from a surety company selected from the surety companies set forth in the standard specifications. Bonds must be submitted on the forms contained in these specifications. Time Performance tThe work shall be commenced within fifteen (15) calendar days from the date of issuance of the Notice to Proceed and shall be diligently prosecuted until completion. A time limit of Ninety (90) 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 ' -14- ithe specifications as to provisions for extension of time of completion and/or assessment of liquidated damages. Assignment of Contract ' No assignment by the Contractor of any contract to be entered into hereunder or any part thereof, or of funds to be received thereunder by the Contractor, will be recognized ' by the awarding authority unless such assignment has had prior approval of the awarding authority and the surety has been given notice of such assignment in writing and has consented thereto in writing. ' Workmen and Wages Attention is specifically directed to all provisions of the Labor Code of the State of 1 California with regard to workmen and wages. Wages shall not be less than prevailing wage rates determined by the City of San Juan Capistrano pursuant to said Code and as listed in the "Notice Inviting Bids." Building Permits It shall be the Contractor's responsibility to obtain all necessary permits, bonds and insurance, as required, for the completion of the project. No extra compensation shall ' be made therefore. ' -15- 1 1 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 constructing approximately 1,420 lineal feet of 15 inch diameter sewer, constructing approximately 64 lineal feet of 8 inch diameter sewer, boring and jacking 335 lineal feet of 15 inch diameter sewer in a 26 inch diameter steel casing, constructing approximately 214 lineal feet of 30 inch diameter storm sewer, constructing 11 manholes, installing a City furnished lift station, pumps, controls, and appurtenances, constructing an electrical supply for the lift station, constructing ' approximately 516 lineal feet of 8 inch diameter force main sewer, between Alipaz Street and Calle Santa Barbara along and near Avenida De La Vista. The work also includes the protection and reconstruction of existing improvements, 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, including all supplements, hereinafter referred to as the Standard Specifications. The Contractor shall maintain a copy of this book on the job- site at all times. Unless otherwise specified, errata and supplements to the Standard Specifications shall be part of these specifications. The provisions of the Standard ' Specifications shall be modified as indicated below: Change 1: Contract Termination ' "If at any time, in the opinion of the Director of Engineering &Building, Contractor fails to supply suitable equipment, an adequate working force, or material of proper quality, or shall fail in any respect to prosecute any work with the diligence and force specified and intended in and by the terms of the Contract, notice thereof in writing shall be served upon him, and should he neglect or refuse to provide means for satisfactory compliance with the contract, as directed by the Director of Engineering & Building, within the time specified in such notice, the City in any such case shall have the power to terminate all or any portion of the contract. Upon receiving notice of such termination, Contractor shall discontinue said work or such parts of it as the City may designate. Upon such termination, the Contractor's control shall terminate and thereupon the City Council, or its duly authorized representative, may take possession of all or any part of the Contractor's materials, tools, equipment, ' appliances, and plant, and buy such additional materials and supplies at the Contractor's expense as may be necessary for the proper conduct of the work and for completion ' SP-1 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 1 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." 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 1 the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement shall be by the Contractor at his expense. ' The Contractor shall dig all holes necessary for line and grade stakes. Unless otherwise specified, stakes will be set and stationed by the Contractor for curbs, headers, sewers, storm drains, structures and rough grade and a corresponding cut or fill to finished grade (or flowline) indicated on a grade sheet. I SP-2 1 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 tWater will be available from the Capistrano Valley Water District. Arrangements for temporary construction water services permit and water service may be made by ' contacting the Capistrano Valley Water District at (714) 493-1515 one week prior to need for service. All water facility construction shall conform to the "Standard Specifications," Capistrano Valley Water District, and "The Uniform Plumbing Code," 1991 Edition. SECTION 5 - INSURANCE AND OVERHEAD COSTS ' The Contractor shall receive no direct compensation for insurance and overhead (mobilization/demobilization, for example) costs. Accordingly, these costs should be prorated to the appropriate bid items. SECTION 6 - PROTECTION OF EXISTING UTILITIES (UNDERGROUND SERVICE ALERT) The Engineer has endeavored to show all existing utilities. The Contractor must, however, take all due precautionary measures to protect all of the existing utilities. The Contractor shall have all utilities located by contacting the responsible agency at least ' 48 hours prior to commencing any construction work. ' SP-3 ' The Contractor's attention is directed to the utility notification service provided by UNDERGROUND SERVICE ALERT (USA). USA member utilities will provide the ' Contractor with the locations of their substructures in the construction area when the Contractor gives at least 48 hours notice to the USA by calling 1-800-422-4133. Other utility phone numbers are noted on Sheet 1 of the plans. Full compensation for conforming to the requirements of this section shall be considered as included in the contract bid prices paid for the various items of work, and no ' additional compensation will be allowed therefor. SECTION 7 - PROTECTION OF PRIVATE PROPERTY IThe Contractor must remain within the construction zone to the best of his ability. The Contractor must protect all existing private property. SECTION 8 - CONSTRUCTION ZONE ' Contractor shall protect property and facilities adjacent to the construction zone, and all property and facilities within the construction zone which are shown on the plans to be protected. After completion of project, the construction zone shall be clean and in a presentable condition. All public or privately owned improvements and facilities-shall be restored to their original condition and location. In the event improvements of ' facilities are damaged, they shall be replaced with new materials equal to the original. Nothing herein shall be construed to entitle the Contractor to the exclusive use of any public street, way or parking area during performance of the contract work, and Contractor shall conduct his operations so as not to interfere with the authorized work of utility companies or other agencies in such streets, ways or parking areas. The Contractor shall be responsible for investigating conditions of available public and private roads and of clearances, restrictions and other limitations affecting transportation and ingress and egress to the site of the work. SECTION 9 - PRE-CONSTRUCTION COORDINATION MEETING Prior to the commencement of construction, arrangements will be made for a meeting between the Contractor, the Engineer, and involved utility representatives. The purpose of this meeting is to coordinate the activities of the Contractor within the limits of this contract, review scheduling, discuss construction methods and clarify inspection procedures. The Contractor will be required to submit a complete schedule showing the number of working days required to complete each phase of the project. This schedule shall be approved by the City Engineer prior to the start of construction. SP-4 ' SECTION 10 - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM 1. Construction sites shall be maintained in such a condition that an anticipated storm does not carry wastes or pollutants off the site. Discharges of material other than Storm Water are allowed only when necessary for performance and completion of construction practices and where they do not: cause or contribute to a violation of any water quality standard; cause or threaten to cause ' pollution, contamination, or nuisance; or contain a hazardous substance in a quantity reportable under Federal Regulations 40 CFR Parts 117 and 302. Potential pollutants include but are not limited to: solid or liquid chemical spills; wastes from paints, stains, sealants, glues, limes, pesticides, herbicides, wood preservatives and solvents; asbestos fibers, paint flakes or stucco fragments, fuels, oils, lubricants, and hydraulic, radiator or batter fluids; fertilizers, vehicle/equipment wash water and concrete wash water; concrete detergent or floatable wastes; wastes ' from any engine/equipment steam cleaning or chemical degreasing; and superchlorinated potable water line flushings. ' During construction, disposal of such materials should occur in a specified and controlled temporary area on-site, physically separated from potential stormwater run-off, with ultimate disposal in accordance with local, state and federal ' requirements. 2. Dewatering of contaminated groundwater, or discharging, contaminated soils via surface erosion is prohibited. Dewatering of non-contaminated groundwater requires a National Pollutant Discharge Elimination System Permit from the respective State Regional Water Quality Control Board. ' SECTION 11 - ORDER OF WORK I The Contractor shall complete all new sewer systems prior to taking the existing sewer systems our of service. ` SECTION 12 - SPECIAL PROVISIONS FOR THE CONSTRUCTION OF SANITARY SEWERS All work shall conform to: 1) Permits from other agencies as may be required by law. 2) Special Provisions. 3) Plans. 4) 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. ' SP-5 1 ' S) Standard Plans. 6) Standard Specifications. ' 7) Reference Specifications. The "Precedence Of Contract Documents" in the Standard Specifications shall be modified ' to include the "Special Provisions for the Construction of Sanitary Sewers, City of San Juan Capistrano", in the order indicated above. ' SECTION 13 - ALTERNATE PIPE MATERIAL The Contractor is advised that PVC pipe is the only City-approved alternate materials for use in this sewer line construction. "Carlon", "Certainteed", "Johns-Manville" and "Pacific Western" have been previously confirmed as acceptable manufacturers of PVC pipe. The ' minimum requirements for PVC pipes shall be SDR 26 conforming with ASTM D-3034 and C-900, Class 150 conforming to the requirements of A.W.W.A. C-900, as indicated on the plans. All pipe shall conform to the requirements set forth in the standard specification for ' the use intended. Testing requirements for PVC pipe shall include Mandrel Tests to ensure vertical deflections ' do not exceed the maximum allowable. SECTION 14 - STREET SECTIONS For reconstruction purposes, the following street sections shall be used: ' Alipaz Street 4" AC/8" AB Avenida De La Vista 4" 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. No separate measurement and payment will be made for reconstructing street sections. ' Payment for reconstructing street sections due to pipes, manholes, boring and jacking pits, electrical trenches, or other excavations required to complete the contract is included in the applicable bid items. SP-6 1 ' SECTION 15 - OCEMA ENCROACHMENT PERMITS ' The City has obtained an encroachment permit from Orange County for work within County jurisdiction. A copy of the permit is included herewith. The contractor shall comply with all conditions of the permit. Full compensation for conforming to the ' requirement 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 16 -WORK ON PRIVATE PROPERTY(SIERRA VISTA EQUESTRIAN CENTER AND SHIBATA NURSERY) The City has obtained agreements for work on the private properties involving work for ' the pump station and force main and associated work. The contractor shall observe and maintain the safety and security of the private property ' by: 1. Limiting use of the private access roads and site to the normal hours of ' operation 7:30 a.m. to 4:30 p.m. Mondays through Fridays. 2. Keeping the total work time on private property to a minimum. 3. Using the access road and work area safely and in such a manner as not to disturb or create a hazard or nuisance to the owner, his neighbors of any of the ' surrounding property, preparing and implementing a plan to maintain access to the Equestrian Center to the satisfaction of the Equestrian Center Owner. Any damages caused by the contractor shall be promptly repaired by the contractor. ' SECTION 17 - ARCHAEOLOGY This project is determined to be within an archaeologically sensitive area. A certified archaeologist monitor acceptable to the City is required to be hired by the contractor ' and must be on site during all excavation activities. A final report must be prepared and submitted to the Engineer when monitoring requirements of the project are complete. The contractor shall allow for interference with construction that these observations ' normally cause. The contractor shall receive no direct compensation for this work and accordingly, these costs should be prorated to the appropriate bid items. A list of certified archaeologists can be obtained from Irene Marcote in the Engineering Division ' at (714) 443-6352. ' SP-7 1 CITY OF SAN JUAN CAPISTRANO HILLTOP WAY SEWER RECONSTRUCTION AND CALLE ARROYO SEWER REHABILITATION DETAIL SPECIFICATIONS AND METHOD OF PAYMENT BID ITEM 1 - PROJECT SURVEY ' The work for this item shall consist of project survey by a licensed engineer or surveyor and certification of construction to the required line and grade. ' Pa vment The lump sum price for this item shall include all labor, materials, tools and equipment necessary to carry out the work as specified and no additional compensation shall be ' made therefor. ' BID ITEM 2 - REESTABLISH CENTERLINE TIES 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 3 - 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. For Avenida De La Vista and Alipaz Street, street closures may be necessary and shall ' conform to the following: 1. Street closure may not exceed 30 minutes. 1 ' DS-1 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 the two adjacent intersections (three adjacent intersections for a closure at an intersection), 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 shall be made therefor. ' BID ITEM 4 - SHORING AND BRACING The work shall consist furnishing, installing, and removing temporary shoring and bracing, and other appurtenances necessary to complete this work. ' 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. ' Payment The lump sum price bid for shoring and bracing shall include all labor, materials, tools and equipment necessary to complete the work as specified and shall be made therefor. BID ITEM 5 - INSTALL CITY FURNISHED SEWAGE LIFT STATION ' The work shall consist installing, assembling, and startup of a City furnished sewage lift station as shown on the plans and furnishing and installing miscellaneous hardware, ' fittings, pipe, and other appurtenances necessary to complete this work. DS-2 1 Contractor or his subcontractor shall be experienced in the installation of sewage liftstations of the size and complexity shown on the drawings. Equipment provided by the Owner for installation by the Contractor includes the following components. ' a. Fiberglass reinforced plastic wetwell and valve vault with aluminum batch ' covers. b. Two electric submersible pumps with anchor bolts. C. Quick-lift discharge connection and guide rails. ' d. All pump level sensors and cables. e. Complete control panel in free standing weatherproof enclosure. f. Two check valves, two shutoff valves, and two pressure gauges with cocks. ' All other miscellaneous equipment and pipework shall be furnished and installed by the Contractor. Owner will provide four (4) hours of installation supervision by the lift station manufacturer to the Contractor during lift station equipment installation, testing, and calibration. Additional time required of the manufacturer by the Contractor must be borne by the Contractor at the cost of $500/day. Contractor must give Owner at-least two weeks notice of the time he will require the manufacturers assistance. The workmanship and materials prescribed for the work in this item shall be in conformance with the provisions of these Special Provisions, the Plans, the Standard ' Specifications and Sewer Special Provisions. Concrete shall be in accordance with Section 201-1, Class 560-C-3250 of the Standard Specifications. ' Excavation, dewatering, bedding, compacted backfill, site grading, access road grading, chain link fence, chain link gate, reinforced concrete slab, and all other related items of work as prescribed in the Plans and Special Provisions shall also be included. Pavment ' 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. ' DS-3 ' BID ITEM 6 - ELECTRICAL SPECIFICATIONS ' GENERAL REQUIREMENTS Scope: Provide labor, materials, transportation, equipment, related hand tools, special, and occasional services to construct and install the complete electrical system as specified and shown on the plans. Codes and Standards: Comply with latest published editions of applicable codes and standards whether statutory or not. ' Abbreviations Document ' C.E.C. California Electric Code with Adoptions 1991 U.L. Underwriters' Laboratories, Inc. ANSI American National Standards Institute, Inc. t N.E.M.A. National Electrical Manufacturers Assn. Title 24 State Building Standards, Basic Electrical Regulations ' Major cutting, patching and painting required by this contract will be performed-in a neat and workmanshiplike manner. All surfaces shall be returned to original condition ' after installation of equipment. Visit the project site, take necessary measurements, and verify exact location of ' buildings, utilities, and other facilities, and obtain such other information as is necessary for an intelligent bid. No allowance will subsequently be made by the engineer or Owner for any error or omission on the part of the bidder in this connection. Testing: No work shall be enclosed before all required inspections and tests have been performed. Any work prematurely closed shall be reopened for inspection and restoration of all work thereby shall be at the Contractor's expense. BASIC MATERIALS AND METHODS General Use all new material, received in original containers, installed and turned over to the Owner free of defects. Use only one brand, kind, or make of each material or equipment item throughout the work. Match existing where possible. ' DS-4 1 1 Boxes and Covers: Cast for exterior application, 1-1/2" minimum depth. Form and size best suited to particular location, devices enclosed, fixture supported, number, size and ' arrangements of connecting conduits. Raceway and Fittings: ' Rigid Steel. Full weight, threaded, hot dipped galvanized or sheradized. Conduit bushing shall be of OZ Type A, T, and B series 200, or equal. ' Grounding bushing shall be T and B series 3800, OZ Type IGB, or equal. All conduit shall be a minimum of 3/4-inch diameter unless otherwise approved by the engineer. Use for exposed or underground. Sealing fittings shall meet Class 1, Division 1 and 2 area requirements and shall ' be as manufactured by Appleton Electric or approved equal. Plastic Conduit. Schedule 80, rigid PVC, Kraloy, Carlon, or equal. Use for ' underground. Conductors: All conductors insulated copper as manufacture by Okonite, General ' Electric, Rome Cable Company or approved equal. Power conductors shall be type THWN-THHN. Connectors, Lugs and Splices: Tape connectors, and lugs shall be rated the same temperature and duty as cable ' insulation. Scotchlok, one-piece Type R, self-insulated, for No. 10 and smaller wire. ' T&B, color-keyed, compression connectors, Series 54000 for No. 8 and larger conductors. Cabinets and Enclosures: Sheet Metal- For Pull Boxes: Galvanized sheet steel; with protective priming coat and finish coat of enamel on all sides; both inside and outside of cabinets ' and boxes; not less in thickness than National Electric Code standard for dimensions of cabinets. UNDERGROUND SERVICE CABINET General. The underground service cabinet shall be a completely self-supported structure. The underground service cabinet shall include all protective devices and equipment as shown on the drawings, with necessary interconnections and mechanical ' DS-5 solderless connectors for terminals. The underground service cabinet shall be capable of withstanding all normal installation handling, including lifting and rolling in place, ' without damage or deformation. Type. The underground service cabinet shall be rated 480/277 volt, 3 phase, 4 wire; with 100 ampele, 600 volt, 3 pole main circuit breaker. Circuit breakers shall be Square D company, Westinghouse, General Electric, or equal. ' Busses. Busses shall be silver-plated copper bars sized on the basis of not more than 1,000 amperes per square inch density. A-B-C type bus arrangement left to right, top ' to bottom, and front to rear shall be used throughout. All lugs shall be suitable for both copper and aluminum conductors. ' Bus Bars. Bus bars shall be mounted on supports of high-impact, non-tracking insulating material and shall be braced to withstand mechanical forces exerted during short circuit conditions when connected directly to a power source having a maximum of 50,000 ' amperes RMS symmetrical available. Surfaces. All steel surfaces shall be chemically cleaned and treated to provide a bond ' between paint and metal surfaces to help prevent the entrance of moisture and formation of rust under the paint film. Steel surfaces shall be painted with �r-rust- inhibiting prime coat. Paint finish shall be outdoor type, shall be suitable for damp salt atmosphere in an area where frequent fogs occur, and shall be applied over the properly prepared surface. Finish color shall be dark blue-gray, ASA #24, except that interior surfaces shall be light in color. Average dry film thickness of the paint system shall be ' 5 mils. Ground Bus. A ground bus shall be furnished, secured to the section structure. Meter Compartments. The metering compartment shall be complete with necessary bussing, supports, etc. The compartment shall comply with W.U.E.S.S.C. Standards. Electric watthour meters shall be "primary rated." ' Shop Drawings. Shop drawings submitted for review shall include a drawing showing arrangement, manufacturer, type, size, capacity of electrical equipment including metering equipment; dimensions of busses, and dimensions of spaces for metering equipment; dimensioned drawings showing front and side views of the housing, method of supporting electrical equipment, space for conduit, entrance, structural members, gage, and finish of material used for housing and structural members; nameplate ' schedule showing material, size of lettering, and lettering proposed for nameplates; and complete data on interior and exterior paint systems including sequence of application of coating, metal preparation, type of coatings proposed, name of paint manufacturer, ' and paint manufacturer's number of various coating. DS-6 Unit shall be housed in NEMA 3 enclosure with door-in-door construction. Manufacturer. The underground service cabinet shall be manufactured by Square D Company, Westinghouse, General Electric, or equal. Electric Service Conduit: The electric service conduit shall be placed by the contractor from the electric service point to the liftstation panel as shown on the plans. ' The conduit shall be PVC, Schedule 80. Pull boxes shall be 15"w x 251 x 24"d, Brooks #5 boxes with H2O traffic lids. ' Installation of the conduit shall be buried at a minimum cover of 24" and shall be at a smooth grade with no angles except at the boxes. The connection to the service point and the liftstation panel shall be done with long sweeps. ' EXECUTION ' Install all wiring in an accessible conduit system where shown on drawing which is electrically continuous throughout. Conceal all conduit unless exposed work is dearly called for on the drawings. Running threads are prohibited. Where necessary for connecting conduits, use right and left hand couplings or Erickson couplings. Ream conduit ends after cutting; make joints and connections up tight, paint all exposed threads with oxide inhibiting compounds. Do not drill, bore or notch structural members, in such a manner that it will impair their ' structural value. Cutting of holes, if required, shall be done only with approval of the structural engineer. Leave no unused openings in any box. Use closure plugs as required to seal boxes. Pull not wire into any conduit until all work of any nature that may cause injury is completed. Care shall be taken in pulling wires that no damage occurs to insulation or wires. Blow out and swab conduits before conductors are pulled in. Mark wires at both ends with the correct circuit identification numbers using specified markers. ' DS-7 Pam ent 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 7 - CONSTRUCT 8". SDR 26, P.V.C. SEWER LINE The work shall consist of the furnishing and installing 8 inch diameter, SDR 26, P.V.C. ' sewer line meeting the requirements of ASTM D-3034. The workmanship and materials prescribed for the work in this item shall be in ' conformance with the provisions of these Special Provisions, the Plans, the Standard Specifications and Sewer Special Provisions. ' Excavation, dewatering, bedding, temporary by-passes, compacted backfill, plating, breaking into and connecting to existing manholes, potholing for existing utilities, and all other related items of work as prescribed in the Plans and the Special Provisions shall also be included. Pa Ment The unit price per lineal foot to construct 8", SDR 26, P.V.C. sewer line shall include all labor, materials, tools and equipment to complete the work as specified and no ' additional compensation shall be made therefor. ' BID ITEM 8 - CONSTRUCT 8", SDR 26. P.V.C. SEWER LINE IN PAVED AREAS The work shall consist of the furnishing and installing 8 inch diameter, SDR 26, P.V.C. sewer line meeting the requirements of ASTM D-3034. The workmanship and materials prescribed for the work in this item shall be in conformance with the provisions of these Special Provisions, the Plans, the Standard ' Specifications and Sewer Special Provisions. Excavation, dewatering, bedding, temporary by-passes, compacted backfill, street reconstruction, curb reconstruction, plating, breaking into and connecting to existing pipes, including modifying existing manhole bases, potholing for existing utilities, and all other related items of work as prescribed in the Plans and the Special Provisions ' shall also be included. ' DS-8 1 Payment ' The unit price per lineal foot to construct 8", SDR 26, P.V.C. sewer line in paved areas shall include all labor, materials, tools and equipment to complete the work as specified and no additional compensation shall be made therefor. ' BID ITEM 9 - CONSTRUCT 15", SDR 26, P.V.C. SEWER LINE The work shall consist of the furnishing and installing 15 inch diameter, SDR 26, P.V.C. sewer line meeting the requirements of ASTM D-3034. The workmanship and materials prescribed for the work in this item shall be in ' conformance with the provisions of these Special Provisions, the Plans, the Standard Specifications and Sewer Special Provisions. ' Excavation, dewatering, bedding, temporary by-passes, compacted backfill, plating, breaking into and connecting to existing manholes, including modifying existing manhole bases, potholing for existing utilities, and all other related items of work as prescribed in the Plans and the Special Provisions shall also be included. r Payment The unit price per lineal foot to construct 15", SDR 26, P.V.C. sewer line shall include all labor, materials, tools and equipment to complete the work as specified ' and no additional compensation shall be made therefor. ' BID ITEM 10 - CONSTRUCT 15", SDR 26. P.V.C. SEWER LINE IN PAVED AREAS The work shall consist of the furnishing and installing 15 inch diameter, SDR 26, P.V.C. sewer line meeting the requirements of ASTM D-3034. ' The workmanship and materials prescribed for the work in this item shall be in conformance with the provisions of these Special Provisions, the Plans, the Standard Specifications and Sewer Special Provisions. Excavation, dewatering, bedding, temporary by-passes, compacted backfill, street reconstruction, curb reconstruction, plating, breaking into and connecting to existing manholes, including modifying existing manhole bases, potholing for existing utilities, and all other related items of work as prescribed in the Plans and the Special Provisions shall also be included. DS-9 1 ' Pavment ' The unit price per lineal foot to construct 15", SDR 26, P.V.C. sewer line in paved areas shall include all labor, materials, tools and equipment to complete the work as specified and no additional compensation shall be made therefor. BID ITEM 11 - CONSTRUCT 15". SDR 26. P.V.C. SEWER LINE IN STEEL CASING ' The work shall consist of the boring and jacking 26 inch steel casing, furnishing and installing 15 inch diameter, SDR 26, P.V.C. sewer line meeting the requirements of ASTM D-3034, and furnishing and installing support insulators and end seals. ' The workmanship and materials prescribed for the work in this item shall be in conformance with the provisions of these Special Provisions, the Plans, the Standard tSpecifications and Sewer Special Provisions. The Tom Carrell Memorial Tunnel and Mine Safety Act (Section 7,950 et seq. of California Labor Code) applies to the work involving boring or tunneling for undercrossings. A copy of the underground classification by the Division of Occupational Safety and Health (DOSH), included in the Appendix, is required to be posted at the jobsite. Prior to starting work on the undercrossings, the Contractor shall arrange for a pre-job safety meeting with the designated DOSH representative. ' The Engineer shall be invited to participate in the meeting. Before starting excavation, the Contractor shall submit drawings of jacking pit bracing, casing, and jacking head proposed to be used. Unless otherwise specified, the methods and equipment used in jacking casing or ' conduit shall be optional with the Contractor, provided that the proposed method is approved by the Engineer. Such approval, however, shall in no way relieve the Contractor of the responsibility for making a satisfactory installation meeting the criteria set forth herein. Only workers experienced in jacking operations shall be used in performing the work. Casing seal shall be a synthetic rubber "S" shape, pull-on seal with stainless steel bands, T.D. Williamson; PSI Products, Inc.; Phico Insulating Products; or equal. The seals shall be the model number recommended by the manufacturer for the size and ' type of pipe furnished. Casing insulator with skids shall be polyethylene or molded plastic; minimum 6 ' inches wide, PSI Products, Inc., Model A8; Phico Insulating Products, Model MS500; or equal. DS-10 1 Excavation, dewatering, bedding, temporary by-passes, compacted backfill, boring and jacking pits, street reconstruction, curb reconstruction, plating, breaking into and ' connecting to existing manholes, including modifying existing manhole bases, plugging existing sewer lines, support insulators, end seals, potholing for existing ' utilities, and all other related items of work as prescribed in the Plans and the Special Provisions shall also be included. ' Payment The unit price per lineal foot to construct 15", SDR 26, P.V.C. sewer line in steel casing shall include all labor, materials, tools and equipment to complete the work as specified and no additional compensation shall be made therefor. BID ITEM 12 - CONSTRUCT 8", C-900. CLASS 150. P.V.C. SEWER FORCE MAIN The work shall consist of the furnishing and installing 8 inch diameter, C-900, Class 150, P.V.C. Sewer Force Main meeting the requirements of A.W.W.A. C-900. The workmanship and materials prescribed for the work in this item shall be in"- conformance with the provisions of these Special Provisions, the Plans, the Standard Specifications and Sewer Special Provisions. ' Excavation, dewatering, bedding, temporary by-passes, compacted backfill, plating, breaking into and connecting to existing manholes, including modifying existing manhole bases, removing and replacing fence, driveways, (replace full panel, construction joint to construction joint) and landscape, potholing for existing utilities, and all other related items of work as prescribed in the Plans and the Special Provisions shall also be included. tPavment The unit price per lineal foot to construct 8", C-900, Class 150, P.V.C. sewer force main shall include all labor, materials, tools and equipment to complete the work as specified and no additional compensation shall be made therefor. BID ITEM 13 - CONSTRUCT 30" REINFORCED CONCRETE STORM DRAIN The work shall consist of the furnishing and installing 30 inch diameter, Class III reinforced concrete storm drain and abandonment and plugging existing storm drains ' meeting the requirements of the Standard Specifications. DS-11 1 The workmanship and materials prescribed for the work in this item shall be in conformance with the provisions of these Special Provisions, the Plans, the Standard Specifications and Sewer Special Provisions. Excavation, dewatering, bedding, temporary by-passes, compacted backfill, plating, potholing for existing utilities, abandonment/plugging of existing storm drain, and all other related items of work as prescribed in the Plans and the Special Provisions shall also be included. Payment The unit price per lineal foot to construct 30" reinforced concrete storm drain shall include all labor, materials, tools and equipment to complete the work as specified ' and no additional compensation shall be made therefor. BID ITEM 14 - CONSTRUCT 48" DIA. SEWER MANHOLE The work shall consist of providing and constructing 48" dia. sewer manholes in accordance with the City's standard plan S-1 as shown on the plans or staked in the field. The workmanship and materials prescribed for the work in this item shall be in conformance with the provisions of these Special Provisions, the Plans, the Standard Specifications and Sewer Special Provisions. ' Excavation, dewatering, bedding, temporary by-passes, compacted backfill, street reconstruction, plating, connecting existing sewers to the manhole, plugging existing sewer lines, 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 48" dia. sewer manholes shall include all labor, materials, tools and equipment to complete the work as specified and no additional compensation shall be made therefor. BID ITEM 15 - CONSTRUCT 48" DIA. DROP SEWER MANHOLE ' The work shall consist of providing and constructing 48" dia. reinforced precast concrete drop sewer manholes in accordance with A.P.W.A. Standard Plan No. 202-0. as shown on the plans or staked in the field. 1 DS-12 1 The workmanship and materials prescribed for the work in this item shall be in conformance with the provisions of these Special Provisions, the Plans, the Standard Specifications and Sewer Special Provisions. Excavation, dewatering, bedding, temporary by-passes, compacted backfill, street reconstruction, plating, connecting existing sewers to the manhole, 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 48" dia. sewer manholes shall include all labor, materials, tools and equipment to complete the work as specified and no additional compensation shall be made therefor. BID ITEM 16 - CONSTRUCT 60" DIA. SEWER MANHOLE The work shall consist of providing and constructing 60" dia. sewer manholes in accordance with the City's standard plan S-2 as shown on the plans or staked in the field. The workmanship and materials prescribed for the work in this item shall 'Be in conformance with the provisions of these Special Provisions, the Plans, the Standard ISpecifications and Sewer Special Provisions. Excavation, dewatering, bedding, temporary by-passes, compacted backfill, street ' reconstruction, plating, connecting existing sewers to the manhole, and all other related items of work as prescribed in the Special Provisions shall also be included. Payment I The unit price per each to construct 60" dia. sewers 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 17 - CONSTRUCT 60" DIA. SIPHON MANHOLE rThe work shall consist of providing and constructing 60" dia. siphon manholes in accordance with the Los Angeles County Department Of Public Works Standard Plan No. 2005-0 and the City's standard plan S-2 as shown on the plans or staked in the field. The workmanship and materials prescribed for the work in this item shall be in ' conformance with the provisions of these Special Provisions, the Plans, the Standard Specifications and Sewer Special Provisions. DS-13 Excavation, dewatering, bedding, temporary by-passes, compacted backfill, plating, locating the existing dual 12" siphons, 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 60" dia. siphon manholes shall include all labor, ' materials, tools and equipment to complete the work as specified and no additional compensation shall be made therefor. ' BID ITEM 18 - CONSTRUCT 60" DIA. STORM DRAIN MANHOLE The work shall consist of providing and constructing 60" dia. sewer manholes in accordance with City of San Juan Capistrano Standard Plan No. S-2. ' The workmanship and materials prescribed for the work in this item shall be in conformance with the provisions of these Special Provisions, the Plans, the Standard Specifications and Sewer Special Provisions. Excavation, dewatering, bedding, temporary by-passes, compacted backfill, plating, locating and connecting the existing storm drain to the manhole, abandoning a portion of the existing storm drain, 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 60" dia. storm drain manholes shall include all labor, materials, tools and equipment to complete the work as specified and no additional compensation shall be made therefor. BID ITEM 19 - CONSTRUCT STORM DRAIN OUTLET STRUCTURE ' The work shall consist of providing and constructing outlet structures in accordance with Orange County Flood Control District Standard Plan No. 1326, Detail A and B. ' The workmanship and materials prescribed for the work in this item shall be in conformance with the provisions of these Special Provisions, the Plans, the Standard Specifications and Sewer Special Provisions. Excavation, dewatering, bedding, temporary by-passes, compacted backfill, plating, breaking into the flood control channel, and all other related items of work as prescribed in the Special Provisions shall also be included. DS-14 Pavment ' The unit price per each to construct outlet structures shall include all labor, materials, tools and equipment to complete the work as specified and no additional compensation shall be made therefor. DS-15 1 iSPECIAL PROVISIONS FOR THE CONSTRUCTION OF SANITARY SEWERS ' CITY OF SAN JUAN CAPISTRANO Y SAN JUAN CAPISTRANO, CALIFORNIA ' ADOPTED BY RESOLUTION NO. 78-2-15-3 ON FEBRUARY 15, 1978, BY TEE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, ' CALIFORNIA. L RESOLUTION NO. 78-2-15-3 PUBLIC WORKS CONSTRUC.ION ST%NDARDS MODIFIC.ITICN A RESOLUTION OF THE CITY COUNCIL OF THE CITY Of SAH JUAN CAPISTRANO, CALIFORNIA, MODIFYING THU PUBLIC WORKS CONSTRUCTION STANDARDS BY ESTABLISHING SPECIAL PROVISIONS FOR SANITARY ' SEVER CONSTRUCTION IN ACCORDANCE WITH THs PROVISIONS OF ORDINANCE NO, 349; STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WHEREAS, the City Council has adopted Ordinance No. 349, Standard Specifications for Public Works Construction; Section 2 of said Ordinance permitting the modification or amendment to e::e ' 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 (3) copies have been and now are filed in the office of the City Clerk for examination. NOW, THEREFORE, BE IT RESOLVED that the effective date of this Resolution shall be March 2, 1978. PASSED APPROVED AND ADOPTED this 15th day of i February , 1978 by the following vote, to Wit: AYES: Councilmen McDowell, Friess, Nash and Mayor Heckscher NOES: None ABSENT:. Councilman Sweeney 0. HECKSCHER, MAYOR ATTTEESST�: / r� ITY CL RX STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF SAN JUAN CAPISTRANO ) ' I, NAAT ANN HANOVER, City Clerk of the City of San Juan Capistrano, California, DO HEREBY CERTIFY that the foregoing is a true and correct copy of Resolution No. 78-2-15-3 , adopted by ' the City Council of the City of San Juan Capistrano, California, at a regular meeting thereof held on the 15th day of February 1978 . i ' (.SEAL) MWLRY ANAN HANOVER. CITY CLERK f ' 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-OS CONNECTION TO EXISTING MANHOLES . . . . . . . . . . 7 _ ' I-06 FIOUSE 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, 1976 EDITION, A-N'b THESE SPECIAL PROVISIONS ' A COPY OF EACH SHALL BE MAINTAINED AT THE PROJECT SITE AT ALL TIMES. 1 ' SECTION I EXECUTION OF WORK ' 1-01 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 allowetr above the top of the pipe. ' Bell holes shall be excavated in the bottom of the trench, when required, of sufficient size and depth to permit con- structing the joints . Between bell holes , the entire length of the pipe shall have a. uniform bearing upon undis- turbed soil. Excavations for manholes shall be of sufficient width to leave at least six (6) inches in the clear between their outer surface and the embankment or timbering which may be used. ' B. Minimum width of Trench: The minimum width of pipe trenches , measured at the crown of the pipe, shall not be less than ' twelve (12) inches greater than the exterior diameter of the pipe, exclusive of bells, and the minimum base width of such trench shall not be less than twelve (12) inches greater ' than the exterior diameter of the pipe exclusive of special structures or connections, and such minimum width shall be exclusive of all trench timbers. C. Maximum Length of Open Trench: Except by special permission FY the Engineer, the trench shall not be open for a total of more than 500 feet at any given time for the total project . 1 ' 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 C 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 with p aak sheeting and bracing, and all tunnels shall be timbered wherever the ground will not stand un- supported . In all cases the sheet piling or timbering shall be redrawn as the work progresses, in such manner as to prevent as much as possible the caving inward of the sides of the trench. ' All excavations shall be done in accordance with all laws and ordinances of the County or State as they may apply. G. Crushed Rock Bedding: Where ground water is encountered or the native material does not afford a sufficiently solid foundation for pipe sub-grade as specified above, ' the Contractor shall excavate to such depth below sub- grade as the Engineer decides is necessary and shall con- struct a stable base by placing crushed rock bedding upon t which sub-grade can be prepared. Crushed rock for bedding shall be two-inch (211) maximum size. H. Pi exnZoe Backfilling: The pipe zone shall be considered to tendfrom 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 1n the pipe zone shall be as determined by the Engineer. Particular attention is to be given to the underside o1 the pipe and fittings in order to provide a firm support along the full length of the pipe. t -2 Pipe Zone to Top of Trench Backfilling : From the top of the selected backfill to the top of the trench, the material ' for backfill shall be free from stones or lumps of material C 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. ' f On steep slopes and other locations where compaction \ by flooding is not practicable, the backfill shall be compacted by means of either of the above tamping methods . Backfill material placed within twelve (12) inches or less of base of pavement, sidewalk, curb; or concrete structure, shall have an expansion, when saturated with water, of less than one and one-half ( 1-1/2) percent , and a minimum compacted density of ninety (90) percent of maximum. Any excavated material which does not con- form to these specifications shall not be used for this portion of the backfill and new material conforming to these requirements shall be obtained and placed at the ' Contractor's expense. I-02 PROTECTION OF EXISTING UTILITIES: A. General: Utilities for the purposes of these specifica- tions shall be considered as including but not limited to : ' Pipelines, conduits , transmission lines, and appurtenances of "Public Utilities" (as defined 1n 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- C 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 barrel. All adjustments in line and grade shall be made by scraping away or filling and tamping in under the barrel of the pipe and not wedging or blocking. The faces of all spigot ends and all shoulders in the hubs or sockets must be true and brought into firm contact , and any lumps and excrescences on said faces shall be cut away before ' the pipe is lowered into the trench. The pipe shall be laid , without break, upgrade from structure to structure and with the socket upgrade . Whenever the work ceases for any reason, the unfinished end of the pipeline shall be securely closed with tight fitting plug or cover. ' The interior of each pipe, after being laid, shall be thoroughly cleaned. ' A. Jointing Vitrified Clay Pipe: Mechanical compression Joints for vitrified clay pipelines shall be assembled in accordance with the manufacturer's recommendation. Care shall be taken to insure that a tight compression joint is effected upon assembly. ' B. Jointing Cast- Iron Pipe : 1 , Lead Joints : The spigot end of the pipe shall be inserted for the full length of the socket in such a manner that the inside surface of the pipe shall be ' flush and even. For leaded joints a gasket of oakum shall be driven tightly into the joint from the outside using a caulking iron, leaving a depth of at least 2-1/2 inches of the annular space clear to receive the lead . The oakum shall be so placed that a gasket of uniform thickness is obtained . It shall be driven back solidly so that there are no loose ends protruding. A suitable runner mudded with clay shall then be placed around the pipe and the ends of the runner shall be clamped, leaving an opening at the top of the pipe slightly off center and sufficiently large to allow the lead to be poured .' The lead shall be heated to a temperature such that when stirred it will show a rapid change in color. Scum shall be removed before pouring. Lead shall be poured at a good speed to fill the joint completely in one continuous operation. The runner shall not be removed until the lead has solidified. After the runner has been removed, the lead shall be thoroughly caulked in such a manner as to secure a watertight ,joint without overstraining the cast iron bell. The face of the completed joint shall be flush with the face of the bell. Spongy or imperfectly filled Cjoints shall be burned out and repoured. ' 2. Mechanical- joints : Joints shall be in accordance with WWA C-111-64. when tightening bolts the gland is to be brought up toward the pipe flange evenly, maintain- ing approximately the same distance between the gland and the face of the flange at all points around the socket to provide an effective joint seal. ' 3 . Neoprene-Ring Joints : Between lengths of cast iron pipe, neoprene gasket joints can be used. Joints shall be "Tyton" as manufactured by the United States Pipe and Foundry Company or approved equal . Installation shall be in accordance with the Manufacturer's recom- mendations. Gasket seats and neoprene gaskets shall be thoroughly cleaned before assembly. The completed joint shall have a uniform contact by the gasket between the outer surface of the spigot and the gasket seat of the bell. C. Horizontal Separation: See Standard Drawing S-5. D. Vertical Se aration: Whenev6r a sanitary sewer, including No e atera s , must cross a pressure water main, the sewer shall be of one of the following types of construction : L -5- Class 150 or heavier cast-iron pipe with hot-dip bituminous coating and with lead or mechanical ,joints . CVitrified 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 _ uness 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 NiANHOLES; ' In the locations as shown on the drawings the Contractor shall break into existing manholes structures and install the new inlet lines as specified . ' New flow-through channels shall be constructed in each manhole base to accommodate the new sewer lines . Smooth transitions shall be installed from the inverts of the newly installed pipes to the exis- ting manhole outlets . Openings in the sides of the manholes shall be sufficient to permit the inserting of the sewer pipes and the forming of 5-sack grout around the newly installed pipes . Other details shall be in accor- dance with the Standard Drawings . ' I-06 HOUSE CONNECTIONS: The term "house connection" as used in these specifications or on the plans is used to designate a lateral sewer, laid from a main sewer to a point at the property line, or other location, as shown on the plans , from which sewer service can be obtained by proper extension. The house connection shall be constructed on an unyielding foundation, 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 beads . 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-07 SEPARATE WYES AND TEES: ' Commercially manufactured wyes and tees shall be installed where indicated on the plans and/or at such other locations required by the Engineer. Where conditions are such that the connecting pipe cannot be adequately supported on undisturbed earth or tamped back- fill , the pipe shall be encased in concrete or supported on a concrete cradle as directed by the Engineer. Concrete required shall be in- stalIed at the Contractor's expense. All wye and tee branches not to ' be joined to house connections shall be installed with a suitable stopper of the size of the wye or tee branch. The Y branches , unless ' -7 otherwise specified , will be inclined upward at an angle not greater ' than 45 degrees from a horizontal line. If so shown on the plans , T branches shall be substituted for Y branches . No Y or T branch shall be placed closer than 5 feet to the centerline of any manhole or clean- out . The use of double wyes will not be permitted except as specified or required for chimneys. I-08 TESTS FOR LEAKAGE : ' Tests for pipeline leakage shall be in accordance with the following specifications : A . 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 testa 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 Test Length feet) If the leakage is greater than allowed , the pipe shall be overhauled by the Contractor at his. expense until the joints shall hold satisfactorily under this test. ' B. Leakaire Due to Infiltration: If, in the construction of a sec off— a sewer ox any size, excessive ground water is ' encountered, the test for leakage, described in Section ,A•' above, shall not be used, but instead a test for infiltra- tion shall be conducted for each section of the work if ' ordered by the Engineer. The end of the sewer at the upper structure shall be closed sufficiently to prevent the entrance of water; pumping of ground water shall be discontinued for at least three days and the section shall be tested for in- filtration. The infiltration shall not exceed 1,000 gallons per diameter inch per mile per day of main line sewer being r tested and does not include the length of house connections L entering that section. Where any infiltration in excess of -8- this amount is discovered before completion and acceptance ' of the sewer, the sewer shall be overhauled by the Con- tractor at his expense and the amount of infiltration re- duced to a quantity within the specified amount before the 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. 1 C. I.eaka4e Measured Using the Air pressure Method: The Con- tractor shall plug the ends of the sewer lines being tested with plugs and brace the ends of the pipe where needed . It is recommended that the Contractor make an initial air test of the sewer main after installation and backflII 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 1 sewer main and laterals as a unit: The line shall be supplied with air until 3-1/2 pounds per ' square inch guage (psig) pressure has been reached, at which time the flow to the pipe shall be shut of I . The Inspector will then accurately determine the time loss of ' 1/2 psig pressure, to 3 psig pressure. The input ;ir 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. 1 WHEN BROKEN END OF PIPE 13 WITHIN NANMOLE,BFEAX BACK FLUS"WITH 14310E OF MANHOLE MALL AIO PLA3TER I SROREM EDGES SMOOTH, WHEN UNBROKEN END OF FVC ' IB N MANHOL[,LEAVE SQUARE ENO ANO FILL FILLETS AT UPPER SECTION TO DRAW. M CROWN[L[VAT(OII OF AV INLETS ALL PIPES r I L VC.F JONES RIA" BE THE Lr[ AS THE CROWN AT AND OUTLET. ELEVATION OF THE LAMEST MK I UTASS OTHERWISE INgCATm NOFL: FDR FRAME AND COFER DETAILS.REPOL TO TII[ARSE TrO AR JOINTS PITO PLATE f-G, STANDARD MANHOLE FRANC I AID MIT OF EACH MANHOLE SMALL � AND COVER. M A f SECTIO[ MANHOLE BHA"OPENING TO BE FLOW mr RACED ON DOWKSTREAM SIDE OFMANHOLE. LADDER RUNGS ARE NCWJWt= SEE - -1 I TOP . - -- A-210 a QTNER STEPS-11' . 's 1 - o- it 1 ✓ 1 i ► L A NOn~ rMYPf CA R RACE AT TI E OFFMMANUFACTUREO.C. ARE 1 ,I STEP DETAIL PLASTER FILLET ' TOP OF PAVEMENT ON BTL►MOTE EXISTING GRADE. MATERIAL SMALL GE'W OA,STEEL COWCOWM TO A.ATA A-IS OR A-GT GALVANIZED AFTER FABRICATION 0 ACCORD WITH A.STri A-=2 _ • 1 I ' t I /x'CEMENT MORTAR ♦ LLAR SECTIONS SECTION + 7' — ' 0 20 CONE SHALL BE - E TO THE DOWN STREAM !10[OF THE b t YANHOLAM HOI E. I/2'GROUT BETWEEN n n AG' BEVEL JOUITS. 1 - t - -- t CONE DETAIL ti SEE SEEX. O[TA M WATTS TIGHT UP►FJ1 RIGHT. M HINTS(TTP) •G• > E v• Y I I I ' 141 t4. agour CROWN ELEVATION! TO BE [OPAL IJOINT DETAIL GAB[ POURED AGAINST UMOSTUIGED SOIL. STANDARD 48° MANHOLE ' NOTE: 46"I.D. MANHOLE TO BE USED ON SEWERS 2C1' IN DIAMETER AND UNDER. CITY OF SAN JUAN CAPISTRANO ' STANDARD MANHOLE DETAILS 1978 W. S- I I CUT RPE FLUMI VITN 110109 OF 12•SECTION-INLET ANOOUTLtT ITYP.1 MANNOLE.SROREN Eo•E• $%ALL K PLASYCR90 MITM A CEMENT MORTAR TO GIVE A SMOOTM E;LONG SECTION WHEN I -- -- - ""To""" TO LTR MPIL MAINLINE IS 21` VCP OR TMC CROWN ELEVATION Of ALL - LARGER- INLET AND OUTL[Tf TTGI PIPES K S SMALL•E r SASK 1 �+ ASM WN CROWN OF M LAR•CST PIPE OLCM OTMCRTR•t Y0ICATCL •F�, III"LONGVCP JOINT AT INLETS(TTF.) {, ' .• FLC9 f-1 .Fd+. 1t-MS CARE 1bR[D AT EAOI CM � I � TNA MA NMOL[ / SMAFT` •«AFT OIOIN• M'yCM IMG/ SMALL N PLA Ctp on T11t OONNSTR[AN .IFS• R.IXD Slot OF TME 1 ; MANNILt. _ _ _ I ECCENTRIC FLAT TOP , PLAN 24• 44• PLASTER FILLET SRNcEM9wr MORTAR I y� 77— !1t42L tPl i TOP OF PAVEMENT « O 1 I OR [10!71«• •RAO[. I ECCENTRIC FLAT TDF DETAIL 7— �Ile cEM[NT MORTAR W i f4•COLLAR!lCT10M• 24 1-••COLLA[ SECTION ♦RECAST CONCRETE ! Ih• > w STANDARD!0•LO.MJt S" RING SECTION ! 11/1!• 2 tJ•1•• SEOTIOM ECCENTRIC CON[ ;0-X IO•a •i 21-«ICM MITX 1 TNICMMALL? YT - ---• CEMENT MORTAR IILL[T 1• 74 O.b.lCTINrmc 42••PO FLAT TOP.ECCENTRIC TO THE VON STREAM b09 OF THE ! >V4• f V4• MANNOLL ' t oSSEEE LATE 3-1 1" JOINT DETAIL i� Ca M FFJ • �� NOTE: • t y Op FOR IRAN!AND COVER DETAILS R[PCR �0 TO RETE S STANDARD MANHOLE M u W ��• FRAME [IID COVER. r « _-/ POUR SAS[ AMINST UNOISTUA•ED SOIL. ELEVATION NOTE: THE STANDARD i0 INCH MANHOLE SHALL BE USED ON SEWERS 24" IN DIAMETER AND LARGER,OTHER SPECIAL CASES,OR WHEN THE INVERT OF THE MANHOLE IS 12� DEEP. ' CITY OF SAN JUAN CAPISTRANO STANDARD 60INCH MANHOLE ' 1978 S- CITY I17929 ___bATr- ' I CONTINYOYS CLASS.±0-C-9000 a"" IRK — •. PAEAN iLTfd OVERALL BELL .. ., / . CARRICR III$ t � I ' Y[CM. X01 YTS I ��STRAP TWO SKIDS /• I*Was. CL. W40 NDD.B T TD 111E AT 94' D.C. �+—S•DL. CARRI[Y ►IPE SMALL SE REINFORCED CONCRETE TD• ANCHORED ANO/OR WEIGHED SLFORc *ROUTINE To ENCASEMENT AVOID FLOATING. CONCRETE ENCASEMENT SMALL BE [XTEND[D TYPICAL PIPE CASING TO 1• FROM BELL AND A ONE FOOT SECTION OF ►V[ SMALL SE USED BEFORE AND AFTER THE ENCASEMENT. APPLY FORM OIL OR THIN PLASTIC SMEET OR OCHER ACCEPTABLE MATERIAL TO PREVENT BONDING. LOCATE SOMR WITH A 1.1/E•NIOM'S' ' COBBLED W TOP OF CURB WHERE THE LATERAL CROSSES UNDER THE CVRD. WHERE NO CRO EXISTS OR WHERE TME LATERAL ENDS S'OR MORE BACK OF CURB,PLACE A A'%6 X 3 STAKE EXTENDVIS la ADM FINNISH MADE. RNERE V.CI RYE IS INSTALLED VARIABLE G.[TMOUT NOUEELATERAL.TTK RYE SIIALL BE PLUGGED WITH A V.C.PLUG OR NEOPRENE fTO►I[R. erfj'PROPERTY LfNC lie PROPERTY SIT LN ' / 1/.•PER FOOT MIM SLOPE YC an NEOPRENE STOPPER YC.S R7'L I/B•1/N BENDS AS REOURED FA /L GRAVEL OR CRUSHED ROCK"MM0B TO SPRRIBUNE OF RYE AND LO FEET EACH SIDE Of LATERAL. TYPICAL HOUSE LATERAL CITY OF SAN JUAN CAPISTRANO PIPE CASING , CONCRETE ENCASEMENT & HOUSE LATERAL 1978 11 g- 3 CITY NGIN � R f, F N 17629 OAT MIN. o23AC.DVM OWAA(TT.) FCATNER TO JOIN •COMPACTED J COMPACTED SACKPILL GB%COr►CTIOM OF A-2".) [ACKllll SELECT MATERIAL SELECT MATERIAL TO 110% COMPACTED TO GO METED IT REL.DENSITY. R[L.D[NMtt. L� F 3 \ GRAVEL OR \ N I CRUSHED ROCK M CL[1N LIMO O O!1 6 C ;•\ = a • me w0-GRAD[ D PP[ w[-RRAoc •y PIR FOUNDATION I TYPE I TYPE 11 ' COMPACTED e• COMPACTED u SACKFILL BACKFILL SELECT MATERIAL SELECT MATERIAL owACTED To BO% COMPACTED TO GO% R6.DENSITY R[L.O[NSITT • a CLASS A2ot-z000. CONCRETE RPE SUS-GRADE � PP[ FOUNDATION ••' � —� O -NARD SHAPED MOM MAXIMUM TO BE DETERMINED _ LOMSTURS[D SOIL IR FIELD DY THE CITY ON THE wu OF MAXIMUM OVENWIDTN EXCAVATED. TYPE III TYPE IV MOTE& 1,TM TRENCH WIDTH AT TMC UPVCR LIMIT OF THE MK ZONE MALL B[ WITHIN THE POLLOWIIIG LIMITS FOR TYPE 1,11,ANDE BEDDING! MAXIMUM TRENCH WIDTH-O.D.OP PIPE OR SELL PLUS IG• MINIMUM TRENCH WIDTH•O.D.OF NPC OR SELL PLUS 12• 2.TTPE ZE 11200"M! SHALL BE USED WHERE THE TROI01 WIDTH AT THE VR[R LIMIT OP THE PIPE ZONE EXCEEDS THE MAXIMUM WIDTH •[CIFICO ABOVE. S.SACKPILL ABOVE THE ►►E ZONE SMALL CONFORM TO THE RCOUIR[M[HT7 OUTLINED IN SECTION SOG 1.3 Of THE STANDARD SPECS. ♦MINIMUM PAVING SECTION IS .25 AC OPER SOLL OR AS SPECIFICD BY THE CITY ENGINEER. FEATHER AND JOIN To THE EXLSTINS PAVEMENT TO THE SATISFACTION Of THE CITY ENGINEER. t CITY OF SAN JUAN CAPISTRANO PIPE BEDDING DETAILS S_4 ZITY EIJ NRrl No, 17623 1 DESIGN REQUIREMENTS FOR SANITARY SEWERS IN THE VICINITY OF PRESSURE WATER MAINS I �2 ZONE 0 2� TOM& 8 6;7 — a' WATER a' MAIN ZONE —4. 10• la• ZONE'A A A 1. I •- — — -- A . , PARALLEL CONST. PERPENDICULAR CONST IF A SANITARY SEWER IS TO BE IF A MAIN LINE SEWER MUST CROSS A LOCATED WITHIN 10 FEET OF A PRESSURE PRESSORE WATER WITHIN ANY OF THE ABOVE WATER MAIN WITHIN ANY OF THE ABOVE INDICATED ZONES, OR IF A HOUSE LATERAL INDICATED ZONES.-SPECIAL CONSTRUCTION MUST CROSS IN ZONE B. SPECIAL CONSTRUCTION WILL BE REQUIRED AS SHOWN BELOW. WILL BE REOUIRED AS SHOWN BELOW. ' ZONE SEWER CONSTF•UCTION RVXAREMENT& A V.C.P. WITH CO;APRES--ION JOINTS. 8 OR C C.!P. (CLASS 150) APPROVED MECHANICAL JOINTS; OR V.C.P. WITH SPECIAL CONCRETE ENCASEMENT PER A DETAIL I ); OR V.C.P. 7ROUTED IN CONTI- NUOUS STEEL CASING. D DO NOT LOCATE ANY PARALLEL SEWER IN THIS AREA WvRVbUT HEALTH DEPARTMENT APPROVAL. 3. GENERAL NOTES No.a BARS ' n I. EXTEND BOTH ENDS `1F ENCASEMEIIT TOA POINT 3T• ONE INCH SHORT OF FIRST PIPE JOINT 0ElONCT - :�', No.a noon LOCATIONS SPECIFIED ON P_AN. USE ONE FOOT SECTION AT teG.C. OF PIPE AT BOTH ENDS BEFORE USING STANDARD LENGTHS. �� . • 6 2. APPIY FORM OIL, THIN PLASTIC SHEET, OR OTHER ACCEPTABLE MATERIAL TO PIPE, TO PREVENT BOND ••+' BETWEEN PIPE AND CONCRETE. •, , , , : 3 USE CLASS •420-C-2000 PC.C. FOR ALL CASES. N 48AR5 ' _ SPECIAL ENCASEMENT DETAIL I Ao ds�+Ni19 t, ►� L S / (SEE STD. S-3) a, Q, SOSI n ZW WJC4! 4.ru . ' CITY OF SAN JUAN CAPISTRANO SEPARATION OF WATER AND SEWER LINES 1978 - r�yENGINEERS- 5 ' TML[ELL ON THE COLLAR WYE SADDLE [MILL MOT BE ENCASED IN CONCRETE. - TAP TO BE MADE AT APPROX. J.OF JOINT. CNCASE EH IYtACM$ OF OPCNINO IFITN CLASS 410 0.1000 PC.G. MP F�N-A -_� _ •� C MR / CONCRRE 1ENOAS[MEMT. GP G. A rlMl r11L ' ELEVATION SECTION A-A I ' EXIST. V.C.r. EXIST. V.C.P. 1 1 1 I j DETAIL YAKIMO CONNECTION 1 TO AN EXISTING SEWER: FOR MAKING C LATERAL ON 1 1 B• PAIN OR AS REQUIRED ST 1 I -y THE CT' EMOGIlER. III"'SAND ![AL ADJUSTABLE REPAIR M[W v.C.P. TEC OR WYE SECTION COUPLING, OR APPROVED EQUAL- WITH PLAIN ENDS HI P[O'D.) COLLAR WYE SADDLE 1 NOTES- 1. THE SEWER LINE SMALL RE SCORED TO THE APPROXIMATE SHAPE OF THE COLLAR FTE OR TEE FITTING.THE CONTRACTOR SMALL EITHER CUT A NEAT OPENING WITH A CIRCULAR CERAMIC !AW OF X;M;G"OR B' DIAMETERS101R MANE A SMALL NOL[, NOT LARGER THAN ONE-INCH IN DIAMETER,IN THE APPROXIMATE CENTER OF THE !CORED AREA WITH A POINTED TOOL.39MILAR A•NAlOM'S PICK,ANO CNI►YITN A OIIS[L AND SHORT MAMOLE.MAND MELD MANNER INA SPINAL FASHION TO TWE!CORED LINE. E. THE CONTRACTOR SMALL SECURE THE COLLAR WYE SADDLE TO THE SEWER AS APPROVED BY THE CITY ENGINEER, 1 THE CONTRACTOR SMALL ENDS[ TME SADDLE CONNECTION WITH CLASS 420•C+2000 P,CLAFTER THE WNM[CTgM IS APPROVED A THE a"VIRUS.TO THE LIMITS INDICATED ABOVE ♦ THE CONTRACTOR SMALL KEEP ALL CLAY CHIPS.OIRTAPDXT,MORTAR,AND CONCRETE OUT OF THE !EVEN SADDLED.AND SMALL P[RFORY A CLEAHING AND BALLING OF THE REAM SADDLED IF DIRECTED TO DO SO ST THE CITY ENGINEER. R THE CONTRACTOR SMALL REPAIR OR REPLACE ANY DAMAGED PIPE AS DIRECTED N THE CITY ENGINEER. 14. THE CONTRACTOR #HALL EPDXT ALL SADDLE CONNECTIONS TO THE SATISFACTION OF TME CITY ENGd[cR. ' CITY. OF SAN JUAN CAPISTRANO SADDLE CONNECTION 1978 w S-6 1 ❑ ❑ o ❑ .S ❑ O O O O ❑ "' C OO % WF 0 C C X38. . 0 Go ❑ O'P O ❑ 0 a'a� OHO ❑ 0 0 0 0 a ❑ ❑ ❑ ❑ 0 0 0 0 0 0 0 O O O ❑ 1 1 COVER - BOTTOM VIEW COVER -TOP VIEW 1 B SECTION C-C i - NOTES: CAST IRON SHALL HAVE MINIMUM TENSILE STRENGTH OF 30,000 LBS. PER SQUARE INCH. ALHAMBRA FOUNDRY CO TYPE A-1270 I OR EQUAL. WEIGHT OF FRAME AND COVER : 440 LOS MINIMUM RING PLAN 'CASTINGS SHALL CONFORM TO ASTM. A 48 CLASS 35. 1 34" 231 r I I 1 SECTION B-B CITY OF SAN JUAN CAPISTRANO 1 STANDARD MANHOLE FRAME 8i COVER 197 81 w • S�7 CITY EN E .CF_ �IJ7629 ' COMER,FRAME B CONC. PAD TYPICAL FOR 1 6' d',OR 10 I.a SEWER. 1 COVER ' I STREET SURFACE I ' CASTING CLASS 660-C-3230 P.C.C. 1 I i SIDE VIEW ; I VB BEND FINGER HOLE l ti0 's FO \ 24." ip 12' tC PC.C-325 s°�� TOP VIEW N / - ///JJJ �% YE BRANCH ALHAMBRA FOUNDRY PLUG A-1240 OR; EQUAL 1 TOP VIEW NOTES: ' I, CLEAN-OUT PIPE MUST BE 2. CLEAN-OUTS ARE FOR COMMERCIAL OR SAME DIAMETER AS MAINLINE INDUSTRIAL USE ONLY AND ARE TO BE SEWER. LOCATED AT R.. CITY OF .SAN JUAN CAPISTRANO STD. CLEAN-OUT ' 1978 -��-- IS- 8 CITY I ^ I See nob 3 A — + I.D. - 4 ---�-- X .J 1 5'min. 7 �Qd2G�S��u J See DETAIL 8 for reinforcing W 3'thick riprap per steel of pipe entry E Std. Plan I e 0 P.C.C, class 560-C-3250 I.S ' 2.5' min. 12 min'F See DETAIL A�_ x Cutoff wall 3, 3- 4!' reap holes 1 �12"oboes existing or design grade line equally spaced laterally (whichever is higher) ' 8 centered vertically Slope anchor SECTION A-A NO SCALE ORANGE COUNTY' ENVIRONMENT`AALL''MlAvAN\/VAGG�EMM�ENNTT AGENCY STD. PLAN Approved C.R.MI/ions , Director o/A.Oiic M'orRr 1326 Adooted: Res.78-1725 Revised:Res. e3-1442i46-1141 ' PIPE ENTRANCE TO EARTH CHANNEL SmEET10F2 l 6'+ pipe 1.D. ' TT—T fa i'• ••�: __—_ :••�i 3"Radius d'Flh 1 Barreled outlet '10 Reinforcing steel centered in walls 8 slab II N@I2" both war • (in slope anchor also) \ ' Rip rap 6" +� SECTION B—B DETAIL A No Scale No Scale +— 1.5"clear (typ.) ' 12"overlop (typ.)_ tip f DETAIL B NOTES No Scale I. If lateral flow exceeds 10% of the upstream flow, angle 6 shall be determined by the hydraulics of the confluence. ' 2. Maximum side slope gradient equols 1.5 to 1.0 . 3 Terminate transverse dimension of riprop 10 fast from top of slope. If 10 feet exceeds 50% of chonnel base width, or charnel velocity exceeds 10 fps, riprop X feet wide shall extend across invert and 4 feet up opposite slope, per section A-A. ' 4. Increase downstream limit of invert riprop blanket by V feet if lateral pipe's horizontal entry angle is deflected from normal. L= 2 sing (pipe diameter). If W exceed 50% of channel base width, or channel velocity exceeds 10fp3, riprop shall extend across entire invert. (Min.'W z 10ft.) 5. Provide 1.5"steel cover. 6. Laterals of 24"or less may be beveled pipe, 2T"or larger shall be barreled or designed structure. 7. Finish exposed surface of P.C.C.with wood float. ORANGE COUNTY ENVIRONMENTAL MANAEMENCY STD. PLAN l Approved' C.R.NOM 00, Director o/Arb/ir works 1326 Mooted: RN.79.1725 Revised: Res.H3-1442 PIPE ENTRANCE TO EARTH CHANNEL SHEET 2 OF_2 ' r BASIC SEPARATION STANDARDS 1. PARALLEL CONSTRUCTION: THE HORIZONTAL SEPARATION OF POTABLE WATER LINES AND SEWER OR 1 NON-POTABLE WATER LINES SHALL BE AT LEAST 10 FEET. THE HORIZONTAL SEPARATION OF NON- POTABLE WATER LINES AND POTABLE WATER OR SEWER LINES SHALL BE AT LEAST 10 FEET. 2. PERPENDICULAR CONSTRUCTION (CRCSSINCS): POTABLE WATER LINES SHALL BE AT LEAST ONE FOOT ' ABOVE NON-POTABLE WATER LINES WHICH SHALL BE AT LEAS ONE FOOT ABOVE SEWER LINES. 3, SPECIAL CRITERIA AL ER.NAT'VE CONSTRUCTION CRITERIA WHERE THE BASIC STANDARDS CANOT BE AT IAINED ARE SHOWN BELOW. SITUATION RELAL'TVE LOCATICN OF SEWER L!NES TO POTABLE AND NCN-POTABLE WATER LINES. u I� ,/ ZONE C ZONE Z I I/ (NO JOINTS) ' 1 %J ?C iAB:ET 2 • P�CHIBITED ZONE /%J' 1 OR 4ON- ` — PC-ABLE 1 I7 POTABL H,A 6' 1 4' OR NON �' I 5' UNE POTABL WATZ I � UNE 5' 3' o i 4' PROHIRFED 71 �- ' � ZONE 0. ! DN 0 I , B "�.r PARALLEL CONSTRUCTION PERPENDICULAR CROSSING IF ANY SEWER IS TO BE CONSTRUCTED WITHIN ANY OF THE ABOVE INDICAT=D ZONES, SPECIAL CONSTRUCTION SHALL BE REOUIRED AS DESCRIBED BEL ONS ' SEWER CONSTRUCTION REQUIREMENTS =0R ZONES A, S. C. & D ' ZONE SEWER A DO NOT LOCATE ANYPARALLEL SEWER IN THIS AREA WITHOUT STATE OR LOCAL HEALTH DEPARTMENT APPROVAL. ' B USE V.C.P. OR D.I.P. WITH COMPRESSION JOINTS. C USE D.I.P. WITH MECHANICAL JOINTS OR CLASS 200 P.V.C. -- AWWA "'900. ' D USE D.I.P. OR CLASS 200 P.V.C. -- AWWA C900. ' SPECIAL PROVISIONS - GENERAL NOTES 1 . NO PIPE JOINTS SHALL BE PERMITED WITHIN ZONES C AND D. 2. ALL D.J.P. MUST HAVE HOT DIP BITUMINOUS COATING. ' 3. SEWER FORCE MAINS SHALL NOT BE PERMITTED IN ZONES A THROUGH D. 4. THE CONSTRUCTION CRITERIA SHOULD APPLY TO THE HOUSE LATERALS ' THAT CROSS ABOVE A PRESSURE WATER MAIN, BUT NOT TO THOSE HOUSE LATERALS THAT CROSS BELOW A PRESSURE WATER MAIN. STATE HEALTH DEPT. EXCEPTIONS TO BASIC SEPARATION RMSIONO. . DATE N0I AP APPRCV CAPISTRANO VALLEY -`D ' 03/11/%21RWC ® WATER DISTRICT 2 08/11/92 RWC11Y- 12 ' row A?PR p CT ENGINEER _�y� SHEET t OF 3 r , BASIC SEPARATION STANDARDS 1. PARALLEL CONSTRUCTION: THE HORIZONTAL SEPARATION OF POTABLE WATER LINES AND SEWER OR NON-POTABLE WATER LINES SHALL BE AT LEAST 10 FEET. THE HORIZONTAL SEPARATION OF NON- POTABLE WATER LINES AND POTABLE WATER OR SEWER LINES SHALL BE AT LEAST 10 FEE(. 2. PERPENDICULAR CONSTRUCTION (CROSSINGS): POTABLE WATER LINES SHALL BE AT LEAST ONE FOOT ABOVE NON-POTABLE WATER LINES WHICH SHALL BE AT LEAST ONE FOOT ABOVE SEWER LINES. ' 3. SPECIAL CRITERIA: ALiLRNATNE CONSTRUCTION CRITERIA WHERE THE BASIC S7ANCARDS CANOT BE ATTAINED ARE SHOWN BELOW. Si T UA T TON: LOCATION OF NEW WATER LINE TO EXISTING SEWER LINE ' ^n T U 3, 5• 1' NO JOIN'S yj PROHIBITED ZONE T ZONE 5' 4• sEwER 4• I6. ' S EWERNON- 1. ✓ /'� B I POTA9L I (OR �, / UNE�� / PROHIBITED ZONE p�_ 1 c OA 2 (NOQNE JOINTS) ' ✓ I PARALL'=L CONSTRUCTION PERPENDICULAR CROSSING iIF ANY WATER PIPELINE IS TO BE CONSTRUCTED WFiHIN ANY OF THE ABCVi- INDICATED ZONES, SPECIAL CONSTRUCTION SHALL BE REQUIRED AS DESCRIBED BELOW CONSTRUCTION REQUIREMENTS FOR POTABLE WA-=R LINES IN ZONES A a C & D. ' ZONE DOMESTIC WATER A DO NOT LOCATE ANY PARALLEL WATER LINES IN THIS AREA WITH OUT STATE AND LOCAL ' HEALTH DEPARTMENT APPROVAL. B USE CLASS 200, TYPE II, A.C.P., D.I.P. C USE D.!.P. D USE D.I.P. STATE HEALTH DEPT. EXCEPTIONS TO BASIC SEPARATION RMSIONS STD. NO. NO. DATE I APPROVED CAPISTRANO VALLEY RWC A WATER DI TRICT W-2 08/11/92 RWC � APPRO%� ' DIST ENGINEER A�#E A SHEET 20F 3 41 ' BASIC SEPARATION STANDARDS 1. PARALLEL CONSTRUCTION: THE HORIZONTAL SEPARATION OF POTABLE WATER LINES AND SEWER OR NON-POTABLE WATER LINES SHALL BE AT LEAST 10 FEET. THE HORIZONTAL SEPARATION OF NON- POTABLE WATER LINES AND POTABLE WATER OR SEWER LINES SHALL BE AT LEAST 10 FEET. 2. PERPENDICULAR CONSTRUCTION (CRCSSINCS): P07ABLE WATER LINES SHALL BE AT LEAST ONE F00T t ABOVE NON-POTA3LE WATER LINES WHICH SHALL BE AT LEAST ONE FOOT ABOVE SEWER LINES. 3. SPECIAL CRITERIA: ALTERNATNE CCNSTRUCTICN CRITERIA WHERE THE BASIC STANDARDS CANOT BE ATiA1NED ARE SHOWN BELOW. ' SITUATION:UAT ION: LOCATION OF NEW WATER LINE TO EXISTING SEWER LINE CL pI PROHIBrIED ZONE ' ZONE 161 °' 1 s-W-R I G' i _I Li r _ ZONE q— o ✓�7,7,i77,77)�TTff / CZONE V (NO°JOINTS) C PARALLEL CONST RUCTION PERPENDICULAR CROSSING IF ANY NON - P07ABL: LINE IS TO BE CONSSRUC7ED WITH IN ANY OF THE ABOEE INDICATED ZONES, SPEC'AL CONSTRUCTION SHALL BE REQUIRED AS DESCRIBED BELOW ' CONSTRUCTION REQUIREMENTS FOR NON - DOTABL= i IVES IN ZONES A 3 C & D ' ONF NON - POTABLE WATER A DO NOT LOCATE ANY PARALLEL WATER, LINES IN THIS AREA WITrI OUT STATE AND LOCAL ' HEALTH DEPARTMENT APPROVAL. B USE CLASS 200, TYPE II, A.C.P., D.LP. C USE D.I.P. ' D USE D.I.P. STATE HEALTH DEPT. EXCEPTIONS TO BASIC SEPARATION t REVISIONS S . NO. CAPISTRANO VALLEY NO. DATE APPRCVD ' I10/10/91 RWC WATER ISTRICT As W- t2 2 06/11/92 RwC %gipfAPPROVED DtS ENGINEER SHEET 3OF 3 NON-POTABLE WATER DCMESTIC WATER BROOKS 47 BROOKS 3RT ' H&C gl H&C 10' tN.P.W. WATER ' I 24' DIA. FOR 3RT ' iv 5 25 P. FOR 47 TOP A.C. PAVEMENT I FINISHED GROUND SURFACE CLASS "B• R' CONCRETE COLLAR '1— ' •� ? '� I' e .I VALVE BCX w <v CONC. `\ z .2 L'" CONC. TRACER WIRE. 14 GA BARE �. .. Or FOR COPPER WIRE, TAPED TO PIPE FI ii N PAVEMcNT EVERY 10' AND XED TO TOP CONDITION OF VALVE CAN. C Z i ' LL W b C� / z p ' :�r- 8' CL DO ACP OR B' PVC SDR35 SEWER Z o< PIPE FCR VALVE WELL MATERIAL ' O z BACKFILL AROUND VALVE m I WMH SAND PER SECTION 15100 � I n WATER MAIN CLASS '5 e J4 STEEL REINFORCING BARS CONCRETE COATED WITH 3M EC-244, KOPPERS ANCHOR CO. BITUMASTIC N0. 505 DR BLOCKAPPROVED EQUAL ONLY TO I I EXPOSED PART OF RENFCRCINC A BARS VALVE & VALVE BOX INSTALLATION REVISIONS CAPISTRANO VALLEY SD. N0. NNO. DATE APPROVED �/92 RWCWATER D STRICTm13 1/92 RWC / APP `� 'RIGT ENNGINE - �� SHEET 10F 2 ' TYPICAL BUTTERFLY VALVE OPERATOR POSITION ' STREET C I VALVE (TYP.) alaE ( ra.) —::I I 'IF= c=-ts R (T✓a.) _ SEL NOTE 4 ' CONSTRUCTION NOTE S: VALVE 1. PROVIDE VALVE STEM EXTENSION IF DEPTH ' WELL TO VALVE NU EXCEEDS 3 FEET. SEE DWG. W-9. -� 2. IN NEW TRACT DEVELOPMENTS, PRIOR TO ' PAVING EXTEND VALVE PIPE WELL 2' ABOVE GROUND ON "KEY VALVES" FOR EMERGENCY VALVE � ^� 3. BUTTERFLY VALVE OPERATORS SHALL BE LOCATED ON THE LEFT-HAND SIDE OF THE VALVE (AT THE THE OR CROSS) AND LOOKING THROUGH THE VALVE TOWARD THE PIPE END. 4. WHERE CONCRE E CROSS G' iiERS WILL EXIST AT STRE7- 1 INTERSECTIONS WHICH WILL INTERFERE WITH VALVE BOXES, THE PIPELINE SHALL BE MOVED TO A POSTIDN ' OF 7 FOCI OFF THE CURB FACE TO CLEAR CROSS GUTTER. ° • 5. VALVES TO BE LOCATED ADJACENT TO c ► d F17INGS WFIEREbER PCSSIBLE USING FLG X RT VALVES. E. VALVES BOLTED TO FITTINGS WILL NOT REOUIRE ANCHOR BLOCKS. VALVE SIZE DIMENSION A. ' 6" OR SMALLER 2 2" ° B" 13 14" 10" ' 1127 14" 16" DIMENSION "C" = TRENCH' WIDTH PLUS 2X PIPE DIAMETER VALVE AND VALVE BOX INSTALLATION REVISIONS CAPISTRANO VALLEY M. NO. ' N0. DATE APPROVED' I°' 24 90 RWC WATER DISTRICT IV- 13 Z 08/11/92 RWC � MP WVEV RICi ENGINEER WE SHER 2 OF 2 STREET EOR GROUND) B A STREET (OR GROUND) SURFACSURFACE 1 .. BRICKWORK OR j \\\ PRE-CAST I CONCRETE TEE ' SEWER PIPE (SEE NOTES D, BRI, ISEE 2 and 3) NOTE t) ELEV.IV _ •DSEWER PIPE I (SEE NOTES l @AND 3) DROP PIPE Dm (SIE NOTE 3)4. ' ;?�' CONCRETE r SHELF BRICK ARC S;'Z ENCASEMENT I ((SEE NOTE 5) (TYP) • v _ \ UNDISTURBED EARTH ..i: I BVARL42I E-P MIN. ` A- D, [[ SECTION A-A o.D.OF D,+B' SECTION B-B ' t ' O.D.OF D,+S' SHELF VARIABLE -1' MIN. O A to ourLET ;• . c D0 SHELF PLAN ' 1 AMERICAN PUBLIC WORKS ASSOCIATION — SOUTHERN CALIFORNIA CHAPTER PROWAwTED BY rNEAPWA.AOC STANDARD PLAN JOPR COOPERATIVE COMINITEE DROP SEWER MANHOLE 202-0 IN4 ' USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 2 t NOTES: 1. EXCEPT AS INDICATED HEREON OR ON THE PROJECT PLANS, MANHOLES SHALL CONFORM TO STANDARD PLAN 200, PRE- CAST CONCRETE SEWER MANHOLE AND STANDARD PLAN 203, BRICK SEWER MANHOLE. 2. ALL PIPE FOR THE SEWER AND THE DROP INLET SMALL BE OF THE SAME MATERIAL AS THE SEWER UNLESS APPROVED ADAPTERS ARE UTILIZED. THEN IT SHALL, UNLESS OTHER- WISE INDICATED ON THE PROJECT PLANS, BE ANY OF THE ' FOLLOWING: A. VCP B. ABS SOLID WALL PIPE ' C. ABS COMPOSITE PIPE D. PVC PLASTIC PIPE E. PE PIPE ' 3. DIMENSIONS: H - SEE PROJECT PLANS ELEVATION "A" - SEE PROJECT PLANS, UNLESS OTHERWISE INDICATED ON THE PROJECT PLANS, DI = 8 INCHES Do = 8 INCHES DM = 4'-0" (WHEN THE PROJECT PLANS INDICATE THAT DM>4'-011, SEE PROJECT PLAN FOR ADDI- TIONAL REQUIREMENTS) 4. CONSTRUCT A BRICK ARCH OVER EACH INLET AND OUTLET OF A SEWER PIPE WITHIN A BRICK MANHOLE PER STANDARD ' PLAN 203. PRECAST CONCRETE MANHOLES SHALL BE PLUGGED DURING FABRICATION AT REQUIRED LOCATIONS TO PROVIDE FOR SEWER PIPE INLETS AND OUTLETS. ' 5 . WHEN THE PROJECT PLANS INDICATE TWO OR MORE DROP INLETS ARE REQUIRED IN A SINGLE MANHOLE, EACH DROP INLET SHALL BE CONSTRUCTED AS A SEPARATE DROP INLET. AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER I STANDAND MAN DROP SEWER MANHOLE 202-0 SHEET 2 OF I r--IYIr PE COUPLING now WITH GREEN FILTER POSSI�ETH"EH r -_ I I 4an�O K. L-_-- t NMLE I I I rµ 1 p i METER SECTION n ± a--- BOOTY O e HINGED TOP COVER 1. COVER i PQI.00K ILAATCHiltj POCH r NII. LACE TEST 1>rtCTI I 1 LAVER !LOCK i ..-. 7E57 BLOCK( ------------- (For br iq photo -call earreU 1 I .. 1 u ------_----_•� SECOND PROOF 1 ' _ 1 DIVIDER PLATE _. .......... � 'CIWE NIPPLE (With1eErRpr8I1�to CUSTOMER mwlf eadwtor relay) SECTION .... 1 HINGED THIRD COVER----,, I, ;' I COVERArr 1i1� m m m I SECT -TELEPHONEION E ON/01'E EWIPMEIIT M1 ___ _ _ 1 j f CHASE NIPPLE PADLOCK LATCK—� Waa IDUTY 'HOLE ;•I r 1 1 y`$ 1 1 pS' 1 I N TAMPER BOTTOM PR00F M iMCNE EsDrnT E= �sStO�TMwTI I 1 { �•; " j ` ------- - 1A J� t FRONT VIEW SIDE VIEW FRONT COVERS NOT SHOWN NorEs TYPICAL UNDERGROUND SERVICE CABINET 1. Lkdfrgioud wviu eminf+frau bout lfmfmum lfOCllinoi oWda frafereioln a �e'nipn,IY.ilk elld It ala.. CuftfOnw tecria M gaae 1. al PON o mm,lrevn mouMmp orw for Orwkere W I.5 spwre Hlf. TNlphone 1pripmfnt fectfan Noll bort minimum m.a difnereiore a ID a 7- a 1. Vilify lmllfpeny NChw o1 abinN Noll mat IIH repuiremwte W Ilfe!Cool eMllp Wty onrwmy. 2. CODiMi Noll a eanflNCiw o1 12 pouf OI /fiokM cele rolW eMi. Cobmft oofere Ndl a CW-1rNCIW W M peps O thiCkR 0010 roiled etwl. Inferior panels shall w cOnatruafeo d 16 pope a MickOr eWit roINO OH I. .T. �.ablll!} N011 et IiniNte uiM 0 prefn oakfd lrgmfl. 1. All Nelione Noll G reintiphl. 5. All lxrfrf fegll be uarlw .im Peeper prwl fastwere e.apf Tfleplfmf Etulperd Seetiw. 6. The nfnomn uchon Noll wntoin lamlplr ol>a fin W breoken for Me type of wrier a in0iale0 m 11N tonelreefiw plans. 7. Tht pMfo-tlwhia aNl K far Nipflupy So-,Liphh ob CIN W hrrfifffe0 q IIN ferVYfp Wilily ampmy, B. CeeinN Noll a lvrnieMO rrilh o 0ouelf apllillCl nloy unlne otarriu fpfcifitd in Mf Spwial Prorisiae. 9. Meter sorb PIM Mel MofiOn alar Noll M ewloelf. ' ( AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROYL0.GATED Sr TIE ARNAJIOC UNDERGROUND SERVICE CABINET STANDARDPLAN JOINT `°OPERATIVE COMMITTEE AND DETAILS 404-0 , ' IN, USE WITH STANDARD sPEco-TCATKRa FOR PUBLIC WORKS CONSTRUCTION SHEET,OF ' LEGEND FACTORY INSTALLED WIRING ' FIELD INSTALLED WIRING - --•--•-- IETERT 125A NORMALLY OPEN,� RATING 30 AMPS, of TWOLACK) COIL S.WITH 120 VOLT OPERATING i �'+ { &AMS SEND at M exp ISS/1' y Outside Dimensions, T K �- IrrnilAtO by Misty A•C. R W B eeRlPerly) _ � ' .1Tw section) 10TW(WHrtE) GLAC '4TM4iFD) � R n°�Ie YoOo�ie) I ' I 0-1 1 -SEE NOTE I TO GROUND ROD 4TWIWMTE) 10TWDIED) WDIW 4 W HEX NO. IN PULL BO% , , 4 REOUIRED ' �0 TW MRiITE) r" l `�' TYP 1/4 6 Signal • TERMINAL eBLOCK or IllolnlnoteSign ° 9.816 Light's 1jANDING LUG CONNECTORS aLWE12•VB'STEEL PLATE-E-REQUIRED 4LI N low far AlumnWn W ' �Y ICAL WIRING DIAGRAM Cooper vendeelors) 16' NO SCALE EhVB' :rSN' hVB' OIAD I1IN4GROUND R - WNT S-VY DETAIL MAX. LL IT �' 1 _ �e 5 TS RAL BOX 10 berow= � _` _}si b b fWs O A. G'DRILL•4 PLACES • pi I C � 5 1 t de N CAP ° � I Opposite Ibe&M COrIIDUIITT T I'STUBit R00 WITH CLAMP 7G'•Zff•2l UBI FOl1NDATIWIHE SERVICE CONDUIT ' TRAFFIC SIGGNAL 141• /YCONWIT TO TRAFFIC 9CilAL — 2-REQUIRED RILL BOX TO PULL BOX S -Ni NC-F NE1C M BOLT ' 1M'DRILL FOR 1M1?HEX.•1HEX.HEAD BOLT 1 Ii I GVfA1T5 B 1DCKIlIASNERS- WMUTS AND LOCKWASHERS,B REQUIRED. I l 4 R fact before Boll aunt oe p6plaq bNon mDullinp Y aC.ONI DUIT TO UTILITY }, bd _ SERVICE POINT rT f Cy. 7R,J MOUNTING PAD COLLAR DETAIL NO SCALE � I ' IT T FOR FOUNDATION DETAIL NO SCALE AMERICAN PUBLIC WORKS ASSOCIATION—SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN UNDERGROUND SERVICE CABINET AND DETAILS 404-0 SHEET 2 OF 2 ' to Cru*eed Reel « CruYw! AOpr9aple Bow *?jj F 6' F,- ar C 6r dn TYPICAL TRAFFIC SIGNAL INSTALLATION TYPICAL STREET LIGHTING INSTALLATION ' A6 i eoNafiY*d flWAed erode y�6,1,��%F Steel Dleme9d Plof* !w / saespy� _ PCG i.e.1.. et 4• S Pd 9oa 4� Via. •:o 2�Min. 1 e cO'yo�' 6• N S. c A"rellae eee* c SECTION A - A Street Li*dkV Extension 71�'20 NC-2 flat Nee/ Brea ' edMn ee110et1d we r*eeeed Machine Screw. 2 Rewired. 33' 2a• -ae---- PULL IN NSI 1 STREET i \64• , BOX TYPE Outtide C ra LISNTINS to 1�� �� :` N0. I A 1 e 1 C 1 0 [EXTENSION �— ' 3-1/2 pa0cP.C.C. hLA II IS-3A 10 time P.C.0 2! IS 21-lN II-N to- 5 Plnnc 91 hW16 Y! 104M P.C.C. Se 22 29-1417-SK 6 Nestle 4t/2 )D-V2173B Nw r 143• Plot* Similer Afoul f •R T7p. Slof L—ONII Noe In Corer q, Deep to NOTE: Accept Esporlelon Shield. 2 Roll. For etn*f rehlifig n9uinQ.quire Installations a No. S PULL BOX WITH STEEL COVER pull boa is AMERICAN PUBLIC WORKS ASSOCIATION — SOUTHERN CALIFORNIA CHAPTER �" STANDARD PLAN TTWE E PULL BOXES 1164460-0 ' 1 USE WITH STANDARD SPECMATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 •ti i�'S•i�•i•• '��Jl♦`• S•i li _ •_ •il•SO A••i�iS S• i4• S�• 1• +i S•�•:i!❖••ii i.•i• 4x11, �ili•i�i• • q�•i•�E'yS'7 • �1m ♦ Mid!IXMT41L-41RWffA.XN • c� n - S••lI• y-r• A`'w�� �pPi 11!i'• l� :•i:•4`i••'i•�i• :•�':f ilii •.♦�.� i i1�••! IiSS •O•i� 1�♦ i0 ll�%SOS . Si�Ci�lll .ai•w� .www-_ __ 1 - ' r 4r • -• •❖ I�ill� •••+♦i-� �i•i i•�i ii iii•I •i• rr ••i♦i�•i �i•li i••ii.• SSi •ii�•i• •4�•Oi liY•P •••. . i♦♦♦ A i.y1•i1.1 S•S•:: �•.:.♦:� �i:LS�i 111 'e.. a 1 1 1 A'-0' WIDTH ' 45' ANGLE ARMS BARBED WIRE? 2.1 S• S' TYPICAL RAIL a YPICAL RAL El i TRUSS ROD RA EL-7 TRUSS ROD PA EL WIDTH VARIES 12'-0' TO W-O' 1 V2'STD.GALV. PIPE FOR GATE FRAME MAX.SINGLE LEAF -PLUNGER RO r GATE IB- I DEVICE CKI SSET DEVICE IPE GATE FRAME SANE 45 � Ey rim f0 ND POSTS "' 9 FABRIC SAMEr N�nq SET '✓LF, AS IN FENCE r 9 PIPE STIFFENER ry FABRIC SAME 8' MAX SP4CING 45 N FENCE PLUNGER ROD CUP EMBEDDED IN ONE CUBIC FOOT OF CONCRET r ••12' - MIN.D14 POST y„�' O.D. i B' DW. TYPICAL WALK GATE 7rPICAL DRIVE GATE ' PIPE POST GATE I FRAME 12'FOR LINE POSTS �:; NON SHRINK ' IB'FOR END, ' GROUT lT CORNER AND '' S WTERMEDIATE .D. HALL �I S POSTS #RS; BE I' LARGER THAN h G4.WIRE TIES r - .F�. O.D. OF PIPE POST TENSION BAR '::•.::,SJ POST EMBEDMENT DETAIL IN 3/IG"x3/4" MIN. ' CONCRETE HEADWALLS RETAINING WALLS, CHANNEL DETAIL OF CUT-OUT WALLS, ETC. FOR 44 CHAIN AND LOCK GATE FRAME 2' 4' y. 1 NOTES: e r 4 O P ATE SSET I SECURE DRIVE FIT GALVANIZED CAP TO POST .p WITH 1/4' ROUND HEAD RIVET. I/8 2 H DENOTES FABRIC WIDTH AND NOMINAL FENCE HEIGHT. H SHALL BE S'-0'UNLESS OTHERWISE SPECIFIED. GUSSET DETAIL 3 IF CHAIN LINK SPECIFIED, DELETE STEEL TENSION WITH TOP AWIRE /B' STEEL AT THE TOP AT INTERMEDIATE.DTHE PIPE RAILS END AND CORNER POSTS. r PLATE EXTEND TENSION ROD TO THE TOP RAIL. 2 LONG N 5 PLUNGER ROD 4 BARBED WIRE SHALL BE USED ONLY WHEN REINFORCING STEEL BAR CUP DETAIL SPECIFIED. S ALL DATA SHOWN ON TYPICAL DETAILS SHALL ' BE APPLICABLE TO OTHER PERTINENT DETAILS. AMERICAN PUBLIC WORKS ASSOCIATION—SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN r CHAIN LINK FENCE AND GATES 600-0 SHEET 2 OF 2 G�ROUND SURIAIXSTAMDARO MANHOLE FRAME J COVER - .•: • '• , ' ►ER AF/A STANDARD /LAN LIO ,flPgNj AFIRE •S YRS, •• . < • •. TTPCIL `-> '• SMR! 24' -L !1 • '.. MORTAR PER fEC.YON•!.1 CLASS{fOCSf00 CONCS[T[ i SECTION 8- 8 PIPE ENCASEMENT STANOASO MANHOLE ' STL► PER STANDARD _ PLAN 10Y5 SHELF•SLOK r I^R•TO GH•NNEL Na}CN, set 'R r DET I 1 i; 1 1 I 1 :.• : •. 2. ...: H•CIYMMER :: i r••• II .,:.:> ., / 0 .••. ; . ON SOTH SIDES •i' CLASS f11OC2500 CONCRETE i`LALYYIMBM YOR P .i / .. • • • > , •' ALLOT SO -Tb OR SLOPE SIPHON SUIRELS AS APPROVED EONAL SHOWN ON PROJECT DRAISINS! ALUMINUM GATE DETAIL SECTION A — A t _ TABLE OF DIMENSIONS 1 STA RD MANHOLE B ;_ /= 1 ' I rL10, ,,. I Ib s SO' SHELF I � — . --- • fi •. SART _ A a' i"�' !'- L - =+ �A FLOW K.MIG IL �ySHELF _ •. CIAMHEL FACE G'-N'- 3 WrA1L TB•' —o - < ' SHELF B I CONCRETE NOTCH DETAIL SHOWING SIDES AND BOTTOM AND BOTTOM PLAN I LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS SIPHON MANHOLE STANDARD PLAN I APPROVEDA...,Q�.N�.-. ..--� -- . 5/31/1992 2005 - 0 DIRECTOR OF PUBLIC IVORCS DATE SHEET I OF 2 SUPERSEDES COUNTY ENGINEER STD S-S 1 1 NOTES I. FOR OTHER MANHOLE DETAILS SEE APWA STANDARD PLAN 203 OR ' STANDARD PLANS 2001. 2003. 2. USE FOR ANY COMBINATION OF SIZES TO A MAXIMUM OF TWO 12- P I PES. 2'PIPES. ' 3. FOR PIPE DIAMETERS GREATER THAN 12'. PRIOR APPROVAL FROM THE DEPARTMENT IS REOUIRED. ' 4. ENCASE SIPHON ONLY TO THE EXTENT SHOWN ON PROJECT DRAWINGS. 5. PROVIDE ONE ALUMINUM GATE WITH EACH SIPHON MANHOLE. 6. THE DOWNSTREAM LEGS OF SIPHON BARRELS SHALL NOT EXCEED A GRADE OF +30.00%. 1 1 LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD PLAN SIPHON MANHOLE 2005 - 0 SHEET 2 OF 2 ' EXISTING WCAST CONCRETE MANHOLE ' EXISTING 1 MICR MNNNOLE I 1 I I j - CORE CUT HOLE OR j - -- 1 CREEK OUT !RICKS I I L INLET 1 TO FORM MINIMUM AND MEETLY INLET p TO FORM OF00 " 1 p OPENING OF £ ' CfDOlR�E►LC•UOTO.H•OYLl[wyI SECURELY FASTEN "O" TN0"xl STUB INTO HOLE WITH CEMENT lI . MORTAR 111 9•X1' STV! - SECTIONAL ELEVATION A—A EXIST04 Irx r STUB 21, ' B INLET t EXISTING SECTIONAL ELEVATION C-C EXISTING SHELF f OUTLET i p H CwWNEL ANNEL 1 ' EXISTING L" MANE EXISTING J r� INLET i 1 EXISTING OUTLET H�IX�RLETOUT�E�TIN SHELF EXISTING O CHANNEL FORM NEW CHANNEL. I Z SMOOTH CHANNEL ` EXISTING ;` rrr SURFACE WITH CEIENT MORTAR.2• / I PRECAST 1\� m*NH= AL ,A LxIsTING INET •y x 1' STAB � ; IrbTY1 4 x t• I/t BEND XO EYE OR TEE I •HOUSE LATERAL C �C SECURELY FASTEN 9•%1.STUB INTO CORE CUT HOLE !TOPPER C�f14OLE WIT" -OLD MORTAR •TMV[) B INSTILL •D• x i• WYE OR TEE SECTIONAL PLAN OF BASE I LAT' sTo.PER INSTILL v x t• cwarwG MANHp.[ 8 INE OR TEE EXISTING cow TO NE. zISTRK 1 :HEREMAIN_ SECTIONAL PLAN OF BASE INSERT •. ! NEW CM!XaElt ' : 1/2'CEMENT"TAR STOPPER SECTIONAL ELEVATION B-8 CHANNEL BASE LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS BREAKING INTO EXISTING BRICK STANDARD PLAN OR PRECAST CONCRETE MANHOLE 2010 - 0 ' APPROVED 4...a5Z� 5/31/1992 SHEET I OF 2 DIRECTOR OF PUBLIC WORKS DATE SUPERSEDES COUNTY ENGINEEP STD S-13 1 NOTES I. INVERT ELEVATION OF 'D' X V STUB AT THE INSIDE FACE OF ' MANHOLE TO BE 0.10' HIGHER THAN EXISTING OUTLET INVERT ELEVATION. 2. THE CORE CUT HOLE SHALL BE MADE WITH EQUIPMENT SPECIALLY DESIGNED TO CUT A SMOOTH HOLE WITHOUT SPALLING OR DAMAGE TO THE REINFORCING STEEL OR STRUCTURE. 3. 'D' TO BE 8' MINIMUM. 4. THE DEPARTMENT SHOULD BE NOTIFIED BY TELEPHONE (818)458-3126 FOR INSPECTION AT LEAST 24 HOURS BEFORE INSPECTION IS TO BE MADE. 5. ALL WORK SHOULD BE UNCOVERED AND CONVENIENT FOR THE INSPECTION. ' 6. ALL CEMENT MORTAR SHALL BE CLASS 'D' PER SECTION 201-5.1. 7. CONSULT THE DEPARTMENT PRIOR TO BREAKING INTO SHALLOW ' MANHOLES. HOUSE LATERAL NOTES I. WYE TO BE LAID WITH 1/8' RISE PER FOOT AND 6' SPUR AT 45' FROM HORIZONTAL. ' 2. 'D' X 4' WYE OR TEE AND 4' HOUSE LATERAL MAY BE SUBSTITUTED FOR 'D' X 6' WYE OR TEE AND 6' HOUSE LATERAL UPON APPROVAL OF THE DEPARTMENT. ' 3. USE TYPE 'D'. 'F' OR 'G' JOINTS PER SECTION 208-2 OF STANDARD SPECIFICATIONS. LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS ' BREAKING INTO EXISTING BRICK STANDARD PLAN OR PRECAST CONCRETE MANHOLE 2010 - 0 SHEET 2 OF 2 PAVEMENT L 12' MIN. JACKED CASING L + 24' "1 ' CROSSING UNDER ROADWAY n' ,I 1 c CENTER LINE 51 MIN 1 1/2 —Of TACK , , , , IJACKED CASING I.SD • 16' r � ' CROSSING UNDER RAILROAD DIAMETER OF STEEL CASING PIPE CASING SIZE DIAMETER 6' 30' e• 30'-36' 10' 33-36' ' 12' 36'-42' IS' ' LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS JACKING STEEL CASING FOR SEWER PIPE STANDARD PLAN APPROVED .�..Q�� . 5/31/1992 2028 - 0 DIRECTOR OF PUBLIC WORKS DATE SHEET I OF 2 SUPERSEDES COUNTY ENGINEER STD S-37 NOTES t I. JACKED STEEL CASING SHALL BE INSTALLED PER SECTION 306-2.3 OF THE STANDARD SPECIFICATIONS. 2. USE TYPE 'D'. 'F' OR 'G' JOINTS PER SECTION 208-2 OF THE ' STANDARD SPECIFICATIONS FOR VCP INSTALLED IN CASING. 3. THE CASING THICKNESS SHALL BE NOT LESS THAN 3!8'. 4. FOR PIPE SIZES 18' AND GREATER. CHECK WITH THE DEPARTMENT FOR DIAMETER AND THICKNESS OF CASING. 5. THE LENGTH OF CASING SHALL BE AS SHOWN. EXCEPT AS ' OTHERWISE INDICATED ON PLANS. 6. ANY ALTERNATE MATERIALS, SIZES OR CONSTRUCTION METHODS MUST BE SPECIFICALLY APPROVED BY THE DEPARTMENT. 1 LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD PLAN JACKING STEEL CASING FOR SEWER PIPE 2028 - 0 SHEET 2 OF 2 1 1 APPENDIX 2 OSHA TUNNELING CLASSIFICATION 1 1 STATE OF CALIFORNIA PETE WILSON G*.m , DEPARTMENT OF INDUSTRIAL RELATIONS DIVISION OF OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION MINING AND TUNNELING UNIT 333 RIO UNDO. SURE A G 93926 (916) 8 (916) 8934978 Date Mar^h 26, 1992 �` _ MAP ' (1 ICO2 Tc: HARRIS & ASSOCIATES 220 Mason Circle Concord, CA 94520 Attention: Vern Phillips Subject: "A" Street Intercepto aDac' v Imovement Proj, Transmitted herewit is a Classif * -ation(s) for the above 1U project. A copy of th Class ' cation ) should be transmitted to the successful b' de pos. ng t the site; also, a pre-job safety conference 1 co cted with representatives of 'the owner, he em to his loyees and this Division prior f7 to commence of nde _oun operations. �J Please contac M Lukin Safety Engineer of this Divito ange co rence(s ) . His address is in care of � - therxft ion o Occupat' nal Safety and Health Administration, P.O. Fran sco CA 94142 , Telephone (415 ) ^°- ^r^ Please ote th "PO TIALLY GASSY" Classification(s) of "A" Street Inte r tunnel(s) , which will require that a certifie /hs er take tests for flammable gasses at the start of tach seach four ( 4 ) hours thereafter. If furthens arise, please contact this office or Mr. Lu Vre- truly your,$ , y� RICHARD HUG/ Senior Safety Engineer Mining and Tunneling Unit RH:fa sen State of California .. Department of Industrial Relations allDIVISION OF OCCUPATIONAL SAFETY AND HEALTH MINING AND TUNNELING UNIT �- UNDERGROUND CLASSIFICATION No. 142-04-92 ' "A" STREET INTERCEPTOR CAPACITY IMPROVEMP.A"r PROSECT TUNNEL BORE (Name of Tunnel or Mine) as required by the California Labor Code Secti 7955 has been classified as ' ' Potentially Gass (Type of Classifi ni Harris and Associates (Co nv Namel of 220 Mason Circle, co C 45 l ailing Addrmi at UPRR UndercrosArAL @GrK4 Street/' Street, Havward atio Diameter 32" 1 *Proximity di eter an diameter gaslines NOTE The Division Vtnotified if sufficient quantities of flammable gas or vapors hav untered underground. _ Divisio Occupational Safety& Health Date March 26. lQ99 By Signat ,- This CLASSIFICATION Shall Be Conspicuously POSTED At The Place Of Employment. .J .J 11 t ' APPENDIX 3 GEOTECHNICAL REPORT ' AND SUPPLEMENT 1 LEIGHTON AND ASSOCIATES _ TGeotechmeal and Environmental Engineering Consultants PRELIMINARY GEOTECHNICAL INVESTIGATION FOR PROPOSED TRABUCO/DE LA VISTA SEWER, CITY OF SAN JUAN CAPISTRANO, CALIFORNIA ' July 13, 1988 Project No. 1880451-01 Prepared for: lCity of San Juan Capistrano Department of Public Works 1Engineering Division 32400 Paseo Adelanto San Juan Capistrano, California 92675 Attention: Mr. Brian Perry, Associate Civil Engineer 1 3050 DAIMLER STREET, SUITE 8,SANTA ANA,CALIFORNIA 92705 (714)250-7115• (800)338-3441 ' FAX(714)852-8488 p" LEIGHTON AND ASSOCIATES Geotechnical and Environmental Engineering Consultants A July 13, 1988 Project No. 1880451-01 TO: City of San Juan Capistrano Department of Public Works Engineering Division 32400 Paseo Adelanto San Juan Capistrano, California 92675 ATTENTION: Mr. Brian Perry, Associate Civil Engineer SUBJECT: Preliminary Geotechnical Investigation for Proposed Trabuco de la Vista Sewer, City of San Juan Capistrano, California References: 1) "California Trenching and Shoring Manual , Division of Structures, " 1977, by CALTRANS ' 2) "Foundation Engineering Handbook, " Page 468, 1975, by H. F. Winterkorn and H. Y. Fang ' Introduction In accordance with your request and authorization, we have conducted a preliminary geotechnical investigation of the subject sewer line alignment site. The purpose of our investigation was to determine the general geotechnical conditions of the subject site and to relate these conditions to the proposed sewer line construction. The scope of our work included the following tasks: • Review of available geotechnical data pertaining to the subject site. • Excavation, logging and sampling of subsurface soils by means of seven exploratory borings. • Laboratory testing of selected soil samples. • Geotechnical analysis of the field and laboratory data. l • Preparation of this report, presenting our findings, conclusions, and recommendations. 3050 DAIMLER STREET,SUITE 9,SANTA ANA,CALIFORNIA 92705 (714)250-7115 •(800)338-3441 FAX(714)852-8488 1880451-01 Accompanying Maas and Appendices Plate 1 - Boring Location Map - Rear of Text Plates 2 through 4 - Horizontal Surcharge Pressure Due to Various Loading Conditions - Rear of Text Appendix A - Geotechnical Boring Logs Appendix B - Summary of Laboratory Test Data Proposed Sewer Line We understand that the proposed sewer line will be 15 inches in diameter installed at depths ranging between 5 and 20 feet below existing grade. The sewer line is planned along the length of Avenida de la Vista and over to Alipaz Road in San Juan Capistrano. Field and Laboratory Investigation our subsurface exploration program was conducted on June 7, 1988. Subsurface soils were examined by means of seven borings to depths ranging from 16.5 to 26.5 feet. Relatively undisturbed ring samples and representative bulk _ samples were obtained from the borings and Standard Penetration Tests 'SPT) were performed. The approximate boring locations are depicted on Plate 1, and the boring logs are presented in Appendix B. Laboratory soil te::ts performed on selected samples to determine engineering properties of the subsurface soils include: in-place moisture and density (shown on the boring logs in Appendix A) , maximum dry density, sand equivalent, and direct shear (Appendix B) . Soil Conditions In general , the near-surface soils consist of silty sand and sandy silt with occasional layers of silty clay or clayey silt. A detailed description of soil conditions is presented on boring logs included in Appendix A. Ground Water Ground water was encountered in Boring B-6 at a depth of 16 feet, which is approximately 6 feet below the bottom of the proposed sewer. Ground water was not encountered in any other borings. Although ground water was only encountered in one boring, it is possible that local areas of perched ground water. or seeps through highly permeable lenses of sand may be encountered during construction of the sewer line. ' 2 v LEIGN70N AND ASSOCIATE$INC 1880451-01 CONCLUSIONS AND RECOMMENDATIONS General Conclusion Based on the results of our investigation, we conclude that the proposed sewer line can be constructed safely from a geotechnical viewpoint, provided the recommendations of this report are implemented. Trench Excavation The proposed construction will involve some deep trenching. Due to the soil conditions, open cuts with vertical sidewalls have a high probability of failure. This would create the potential for unsafe working conditions. We therefore recommend that the trench walls be continuously shored during construction or excavation be made with a sloping sidewall . Shoring: A rectangular earth pressure distribution can be used for the shoring design. The recommended pressure distribution is illustrated below, with the maximum pressure equal to 30 H in pounds per square foot, where H is ' height of the braced excavation in feet. _ SHORING PRESSURE DIAGRAM H i t 35H Should the use of H-piling or sheet, piling be considered for shoring members, we recommend that the piles be driven a minimum of 5 feet below the bottom of the planned trench. An equivalent fluid pressure of 300 psf/ft. may be used for passive resistance. If the depth of braced excavations extends to below the water table, the design of bracing should include a hydrostatic pressure of 62.4 psf/ft in addition to the above recommended pressure. 3 . LEIGHTON AND ASSOCIATE;INC 1880451-01 The above shoring pressure diagram does not include pressures due to surcharge. A minimum construction surcharge of 72 psf uniformly distributed should be considered. For different cases of surcharge loading, additional earth pressure should be considered according to Plates D-2 through D-4 in Appendix D (References 1 and 2) . Unsupported Trench: As an alternative to shoring, unsupported trenching could be employed whenever applicable. A slope ratio of 3/4: 1 and 1 : 1 (horizontal to vertical ) is recommended for this method of trenching for trench portions of less than and more than 15 feet, respectively (see illustration below) . TYPICAL TRENCH EXCAVATION CROSS-SECTION WITH NO SHORING �k y � QA, i *3/4: 1 FOR H < 15' 1:1 FOR H > 15' Should any special condition such as running ground or slumping develop during construction, the geotechnical engineer should be consulted. It is highly recommended that the geotechnical consultant observe and evaluate the overall stability of the trench prior to the entry of workmen. Ground Water For the segment of the proposed alignment which crosses under Trabuco Creek, ground water should be expected during excavation and construction. Special excavation equipment and/or pumps for dewatering may be necessary. Depending on the specific seepage conditions and soil characteristics, the stability of shoring and/or trench walls at some locations may have to be improved to prevent sloughing or slope failures. The geotechnical consultant should review these conditions during construction. ' 4 LfIGH70NAND ASSOCIATE!,INC 1880451-01 For the remaining segment of the proposed sewer line, based on the data of borings, ground water is not anticipated to be encountered durina excavation/construction except minor localized seeps which may occur through highly permeable lenses of granular materials. Suitability of Onsite Material for Backfill The excavated onsite soils are considered suitable for use as trench backfill provided these backfill materials are properly processed and compacted. The backfill should be moisture-conditioned to near optimum, if needed, and compacted to a minimum relative compaction of 90 percent in accordance with ASTM Test Method D1557-78. Based on the data of borings and test results, the majority of excavated materials will consist of sands having a sand equivalent of 20 or greater. We recommend these sandy materials be used for backfill from bedding material (springline) to minimum 12 inches above top of pipe. These sandy materials can be densified by water jetting in lieu of mechanical compaction. Geotechnical Observation/Testing It is recommended that geotechnical observation/testing be performed by the soils engineer during the excavation and backfilling of the sewer line and when any unusual conditions are encountered during construction. If you have s regarding our report, please do not hesitate to contact t 4 S/ 9l preciate this opportunity to be of service. Respectfully submitted, LAN N, c, 4j PHA M LEIGHTON AND ASSOCIATES, INC. No. 686 M' Exp. Lan N. 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A vi GEOTECHNICAL DESCRIPTION a4) AS w 0U.. ou 2e u c: «, F a m w Logged by Io c Sampled by7p�'T 0 s �� lISS /3.1 �l p p �rJ SiLi y L!-�+yL y SA Iil, D tn� 1 SDA,F CxP"Ct /SANJy l6•� aR„�,,� S,LTY CL4 ' z CcAy<y s,cr, '��AMP 7a Mo�eT lS vri 3S 9.� GiQ,,�Y �eo�� ccRyFy s,c�y 5^^1b WIT", CL&VELro Nloisi peps 16 ` No 5 ��'••� Weser :` f... i -.'ht .n iM-I S' V it a.•i y! YYs}� a Lt"'}' ':.'k.;- i -{:� s e t i .W.C'+�r e".'1. t It �7`,�. £'1 v.:s Ik`C .,'i}-s�.; $i .4:,•��i , V 3 -0 l • I I 1 �I Cid I � J, a .. a - 4. f 13 I y. + r � f � r- r 3 Y { y r} r'.s e f ` y 4 y r JOIN r j T,& � � (aa`r ��yy �'b•} 1 `( d "�t+, r i�, 1i«i'S� '£. y � r z+a� �Q S r i-+'ati'�a'�N?04a• r', _ t•Y_,-� Z 4 -+ ry t A::f'tk 2y#. .et4` t �rY S(�ic-• i 4 v.. F t f [ r t - + t ��Fi� 1'21b. .,s�ir}`Y_� 7c` U' e+t...„i +•'{y'f{. •ia -ice i_�� °�4-1 i �+ £ �9.�. ', � i- �..�1._... i•.. 1880451-01 MAXIMUM DENSITY TEST RESULTS Soil Type or Optimum Maximum Dry Location Soil Description Moisture (%) Density (PCF) 11-1 @ 19' Grayish-Brown Silty Sand 7.0 132.5 SH-6 @ 13' Gravelly Sand 5.5 I40.5 ASTM Test Method D1557-78 1 ' B-1 t 1880451-01 SAND EQUIVALENT TEST RESULTS Sample Location Sand Equivalent BH-1 @ 5' 11 BH-1 @ 19' 14 BH-1 @ 15' 14 SH-2 @ 5' 15 BH-3 @ 15' 14 BH-4 @ 15' 33 BH-5 @ 15' 62 BH-6 @ 20' 73 _ i ' B-2 3500- 3000— T- 2500- 2000 50030002500 2000 i a ■E a I � = vi 1500 cca = i 1 1DQO } 1 I 500- 0- 0 00 00 500 1000 1500 2000 2500 3000 NORMAL STRESS, psf Moisture Contents 1 Sample Location Symbol Before After Friction Angle Cohesion Remarks QH—I @ 1c) , O 3S0 ND P5 f Pe-X l0 3� IS11. ❑ 31' 90 Psf Relaxed Project No, j$80ysj— ol DIRECT SHEAR SUMMARY Project Name soy Date -kL?24--9V Figure No. L3 3015188 3500-- 3000- 2500-- 2000---F- 1500-- M 5003000 2500 20001500M S 1 N 1000 I 500 I i 1 0- 0 500 1000 1500 2000 2500 3000 NORMAL STRESS, psf Moisture Contents Sample Location Symbol Before After Friction Angle Cohesion Remarks Cili-5 S127e27 Z°�► ( 70 P5f Re V, 0 Q 30• S" 70 P5-� 1`e lac-A� Project No. 0 y 51- O I ' DIRECT SHEAR SUMMARY Project Name o STC'— Se,.�¢r FU Date Z3 8$ Figure No. R'4 3015 A T'"Q ( yea►rs LEIGHTON AND ASSOCIATES, INC. 1961 Geotechnical and Environmental Engineering Consultants o� C' .SE R�� i [ SUPPLEMENTAL GEOTECHNICAL INVESTIGATION FOR PROPOSED TRA13UCO DE LA VISTA SEWER CITY OF SAN JUAN CAPISTRANO, i CALIFORNIA ' Project No. 1880451-02 November 5, 1993 1� 1� Prepared for: ' Harris & Associates ' 4181 Katella Avenue, Suite 100 Los Alamitos, Califomia 90720 2121 ALTON PARKWAY, IRVINE,CALIFORNIA U.S.A. 92714 (714)250-1421 • (800)253-4567 'L Telex 249208 LAGEO UR FAX(714)250-1114 �VBBpA T�� `yeairs� LEIGHTON AND ASSOCIATES, INC. _ 1961 Geotechnical and Environmental Engineering Consultants SER�� November 5, 1993 ' f Project No. 1880451-02 ' r To: Harris & Associates !!!! 4181 Katella Avenue, Suite 100 Los Alamitos, California 90720 Attention: Mr. Carl Weber ' Subject: Supplemental Geotechnical Investigation for Proposed Trabuco de la Vista Sewer,City of San Juan Capistrano, California ' References: Leighton and Associates, Inc., 1988, Preliminary Geotechnical Investigations for Proposed Trabuco de la Vista Sewer, City of San Juan Capistrano, California, Project No. 1880451-01, dated July 13, 1988. ' ( CALTRANS, 1977, California Trenching and Shoring Manual, Division of Structures. — H.F. Winterkorn and H.Y. Fang, 1975, Foundation Engineering Handbook, Page 468. Introduction In accordance with your request and authorization,we have conducted a supplemental geotechnical investigation of the subject sewer line and sewer lift stations. The purpose of our investigation was ' to determine the general geotechnical conditions of the subject site at the location of sewer lift station, and to relate these conditions to the proposed sewer line construction. The scope of our work included the following tasks: ' t • Review of available geotechnical data pertaining to the subject site. ' • Excavation, logging and sampling of subsurface soils by means of three exploratory borings. • Laboratory testing of selected soil samples. 'L • Geotechnical analysis of the field and laboratory data. • Preparation of this report, presenting our findings, conclusions, and recommendations. ' Accompanying Appendix and Maps Appendix - Geotechnical Boring Logs ' Figure 1 - Shoring Pressure Diagram - Page 3 Plate 1 - Boring Location Map - Rear of Text Plates 2 through 4-Horizontal Surcharge Pressure Due to Various Loading Conditions-Rear of Text 'I 2121 ALTON PARKWAY, IRVINE, CALIFORNIA U.S.A. 92714 (714)250-1421% (800)253-4567 Telex 249208 LAGEO UR FAX(714)250-1114 1 C 1880451-02 ' C Proposed Sewer Line We understand that the proposed sewer line will be 15 inches in diameter installed at depths ranging 1 between 5 and 20 feet below existing grade. The sewer line is planned along the length of Avenida de la Vista and over to Alipaz Road in San Juan Capistrano. If Field and Laboratory Investigation Our subsurface exploration program was conducted in August and September, 1993. Subsurface soils were examined by means of three borings to depths ranging from 36.5 to 41.5 feet. Relatively undisturbed ring samples and representative bulk samples were obtained from the borings and Standard Penetration Tests (SPT) were performed. The approximate boring locations are depicted on Plate 1, and the boring logs are presented in the Appendix. Laboratory soil tests performed on I selected samples to determine in-place moisture and density (shown on the boring logs in the Appendix). Plate 1 includes the borings from the referenced report for convenience. 1 Soil Conditions 1 In general, the near-surface soils consist of silty sand and sandy silt with occasional layers of silty clay or clayey silt. A detailed description of soil conditions is presented on boring logs included4n the Appendix. 1 C Ground Water f Ground water was encountered in Borings B-6 and B-8 at depths of 18 and 20 feet, respectively. l Ground water was not encountered in Boring B-7. LConclusions and Recommendations 1 C • General Conclusions Based on the results of our investigation, we conclude that the proposed sewer line can be L constructed safely from a geotechnical viewpoint, provided the recommendations of this report are implemented. IC • Trench Excavation The proposed construction will involve some deep trenching, and bore and jack operations below I� the creek level. Due to the soil conditions, open cuts with vertical sidewalls have a high probability of failure. This would create the potential for unsafe working conditions. We therefore recommend that the trench walls be continuously shored during construction or ILexcavation be made with a sloping sidewall. 1L yS _ 2 _IL8ew�` 1 1980451-02 1 Shoring: A rectangular earth pressure distribution can be used for the shoring design. The recommended pressure distribution is illustrated below,with the maximum pressure equal to 35 H ( in pounds per square foot, where H is height of the braced excavation in feet. 'F7::: 1 [ 1 ( 1 ( 1 ( H 1 ( 1 L Figure 1. Shoring Pressure Diagram 1 � 1 Should the use of H-piling or sheet piling be considered for shoring members, we recommend that the piles be driven a minimum of 5 feet below the bottom of the planned trench. An equivalent fluid pressure of 300 psf/ft may be used for passive resistance. If the depth of braced excavations extends to below the water table, the design of bracing should include a hydrostatic ' pressure of 62.4 psf/ft in addition to the above recommended pressure, and the passive pressure should be reduced 62.4 psf/ft where unbalanced water levels are encountered. 1 ( Unsupported Trench: As an alternative in shoring, unsupported trenching could be employed IL whenever applicable. The layback should be in accordance with current OSHA guidelines, and an OSHA defined "competent person" utilized onsite. iShould any special condition such as running ground or slumping develop during construction, the geotechnical engineer should be consulted. It is highly recommended that the geotechnical ' consultant observe and evaluate the overall stability of the trench prior to the entry of workmen. O 1 � 3 ye�.ars aEwJ� 1880451-02 1 s Ground Water ( For the segment of the proposed alignment which crosses under Trabuco Creek,and the locations [ of the lift stations, ground water should be expected during excavation and construction. Special excavation equipment and/or pumps for dewatering may be necessary. Depending on the specific 'r seepage conditions and soil characteristics, the stability of shoring and/or trench walls at some !! locations may have to be improved to prevent sloughing or slope failures. The geotechnical consultant should review these conditions during construction. ' For the remaining segment of the proposed sewer line, based on the data of borines, ground water is not anticipated to be countered during excavation/construction except minor localized ' seeps which may occur through highly permeable lenses or granular materials. • Suitability of Onsite Material for Backfill ' The excavated onsite soils are considered suitable for use as trench backfill provided these backfill materials are properly processed and compacted. The backfill should be moisture-conditioned to near optimum, if needed, and compacted to a minimum relative compaction of 90 percent in accordance with ASTM Test Method D1557-91. tj Based on the data of borings and test results, the majority of excavated materials will consist of l sands having a sand equivalent of 30 or greater. We recommend these sandy materials be used ' for backfill from bedding material (spring line) to minimum 12 inches above top of pipe. These ( sandy materials can be densified by water jetting in lieu of mechanical compaction. ' • Geotechnical Observation/festine It is recommended that geotechnical observation/testing be performed by the soils engineer during the excavation and backfilling of the sewer line and when any unusual conditions are encountered '( during construction. ' If you have any questions regarding this report, please do not hesitate to contact this office. We appreciate this opportunity to be of service. 'L Respectfully submitted, LEIGHTQN AND ASSOCIATES, INC. I[ �/ "' r � 'L Thomas C. Hare, GE 380 Senior Project Engineer TH/Ikb 1LDistribution: (4) Addressee IL yes _ 4 _IL@EpV it 1 � 1 � GS° R° . GH�EGp i 8H•I 9 1 Z R N t 2 92 i gNEF C� Tn BH 2 P Q ifYRM� ° o PPSE° L GpOp%E� `p LOS P4JPR05 1 `„S r S Q Sc F D UR 1p"P � l> L✓ ST T °S � 5 qC' SAGE O Cog sa n 4 9t yo ISSION ST SNS H�� i •E-BH-6 ST. D ORT�GP IEROUGO OPS Ciq m v 57 O4C UC,rl, Cy FORSTER ST. 4 OEC °0 i1 APPROXIMATE LOCATION OF BORINGS iL'roject No: j880�/SI-O3 Plate No: Leighton--& Associates 1 � rHORHOKTAL SURCRARGE PRESSURE OUE 10 TIM M SPOIL PILE r � o 5 E F r { D M [ < LoB c rl = { 0 r !I 15 r1) 100 200 100 800 800 1000 lI LATERAL PRESSURE, oh (Di1) M { r ' r'ieoli ii i=+ TTPICAL CORFIGURATIM r b CURYE n b I r A 5 5 10 B 10 5 20 5 C s s 20 h�az=201 D 10 10 20 r E 10 15 5 F 5 10 20 1 e s is is i r r rL_Projcct No: �g�dt/��_p�, Plato No: 000. Leighton & Associates r HORIZONTAL SURCHARGE PRESSURE DUE TO HS20-44 HIGMY LOADING ' t o S - DISTANCE FROM ECCE EIGH TO INSIDE TIRE 5 5 10 ' � < 10 x d W C a 15 j 20 ' 0 100 200 000 400 500 { LATERAL PRESSURE, ch (pit) lASSUr"FPTIDR ' T BI H$20-44 LOADING { R1=12= 24,0001b- L Haex=20 111 12 '( •IHClME2 L50% IMPACT ' I '(L Project No: I $gQt/s1-0�, Leighton & Associates Plate No: 000< (9/7�) ' HORIZONTAL SURCHARGE PRESSURE DUE TO TYPICAL HEAVY CRANE ' o E — DISTI.HCE FROM EDGE OF EECAYATIOM TO INSIDE TRACE 10 S 1 TO 1- 6 O ' I 15 200 200 400 Boo BOO 1000 LATERAL PRESSURE, vh (p=t) �I 1 ll ASSMPTIOXS �I RT >> R2 I R, = 50 TONS ' it 2 EOUIYALEXT LINE t h4ij=2�LF7 01 LOAD, gcIDEgI l f 1 � � L , i Project No: IEg_ s/—Q; Plate No: 000A Leighton 8 Associates lei,,, y ! ( I t i • � r t •stiy} '�� 1 a r I 51R 1 1 I 1 ( IJ 1 f} ea •4, a , f 1 . r 1 I 1 I1!. 7��y♦ �'�y )t p t t 'r e 3 I r a`r a t r � 1 t � 4t l4 t S �y.�",�• as .� r �� � � - �I+��'s'�F ,fa}�7.`SL, j••4 ..4.�<'..t `.�'h 7�k. r~3 �t'} �'S2�t ( ._t �` t _ r :... .� - - 1 GEOTECHNICAL BORING LOG Date q-_�0-433__ Drill. Hole No. Sheet l ofal- Project _/-/ge2,5 / - eggmeo Job No. 1 8�0�15/-oa 1 Drilling Co. Al- PO, Type of Rig Mob;l Hole Diameter 9 " Drive Weight /'Yo /6 Drop L- in. Elevation Top of Hole Ref. or Datum 1 u ~ u w N GEOTECHNICAL DESCRIPTION u r t oe •e o .+ •� � .� .+ a ❑ e z w o H ' ( wa H d 4J La Logged by s8K I y co o v Sampled by 58k 1 ( o l 3 ✓[ ( Yll�n Tn 6/7,-1 1 ( (1 U D- 5c 1� w;H, 1( ,o ID-z 3.1 IO5.6 114.4 C L /S IL IL 5v4•z 1b 3o.5 MULL �Jwk C143 01+AZ s, 1� Ido RUWA-t SrmA i i-- 1 GEOTECHNICAL BORING LAG 1 Date 9_30. 13 Drill Hole No. 'R- S Sheet a ofa- T.e Project L/A��2rf7ARazz" Job No. J $$DyS/-oZ 1 Drilling Co. f}/_ &9oy Type of Ri0 S--7 Hole Diameter Drive Weight )yO 1b Drop 30 in. Elevation Top of Hole Ref. or Datum 1 ( 1 � .a+ ✓a+ arocJ w xu y u wb .a x ,o ° 'A o GEOTECHNICAL DESCRIPTION s s o oa. v u c vv m w C a' ,mi w y Logged by S&Xy I v 6 a $ 0 ( d N o Lo ampleby Sampled -- 10'- ell- • $ro0r 5aL-IZ C')IaAJa.( , 1 ( 11 3s n ( sP�9 W 2•x•5 SM � �s _ dark �vo� 5,�� mecl�uY.,-� lGd� 1 1 �'rA.;••cc� 5'A•-.c� , Sa'�xrv�.cl� /�'le�u�•. — 1 ( IL 1 � 1� IL 1� IL 1L. rGEOTECHNICAL BORING LAG Date Drill Hole No. '� — Sheet ( of�- ' Project Job No. Drilling Co. Inti �,. ��n•. Type of Rig #allow $*Zph 0-IF-7S rHole Diameter � '' Drive Weight Drop in. ( Elevation Top of Hole Ref, or Datum GEOTECHNICAL DESCRIPTION G L 00 Y y Y N g ' b ti N s cucY w c . Logged b J K r 1 � U � � � m Y �•• � C •~i yy y Sampled by K rt 0 0- S ' �lz • r,0aln ,5'c�do Gid � i✓la"sfi rr (f L �s� Cl . ocj-14,41 ,o SFS-z b ►S.6 SM @/Of- Z4j# Clad sv r zxsx- b-1 113 14.51-1-S cL@�s - f�•o� �� C(,� u20 r t) I�2r,21 ,1. -a. ML rL r � h r I 5y�.4 33 31.1 14L — ,J., [acetas tJ,Y1 ��o Sfa s , MoisT Fled rL I� sopa (2/77 ) Leighton & Associates GEOTECHNICAL BORING LOG ' Date F-3 1 -013 Drill Hole No. Sheet Z of? - Project 1142A?y5r Tin 6•.cn Job No. F0 415-1—c)?- Drilling /SJ—U2Drilling Co. Nan /'xdon Type of Rig 4161-d 54am 6m -7.s- Hole Diameter, % ' Drive Weight Drop 3o in. Elevation Top of Hole Ref. or Datum ' Nt1. 0Y ro' eY •~ N GEOTECHNICAL DESCRIPTION 0 V 4g gs tj Logged b e I a c y Sampled by SQ K r 30 s Y Mt C3 bovz 3s D_3 2 913 24,1 M L (�3S _ Sti�-w- o✓� C�,�.e. SpI.S 56 zS CML tif1t, � L 500a (2i77) Leighton & Associates GEOTECHNICAL BORING LAG 1 Date g-3t — q 3 Drill Hole No. Sheet / of Project /#4,P45 C,0 Job No, 1$804(5-/- 02- Drilling Co. Type of Rig Ste_, ('Mc -7�- 1 Hole Diameters- Drive Weight kLAo Ib Drop ,30 in. Elevation Top of Hole Ref. or Datum ami " �' u ♦ N GEOTECHNICAL DESCRIPTION 4J " a S .0d °o e cLv b .+ e U 0 we vv w m w ° �+ .. vi lagged by S0 K I u c < h a o �? v Sampled by ��K 0 1 � d3 e l.Zra� G/a \��� J4^a � q 4V 1�ArTl�, —7.9 5M 1� 20 11 �•' /0 et,/- CiQ, �'�5 n7tc,u�. �n lL�yk Sr,..d 4A VaJa ' 1� 1► 500A t zi» i Leighton & Associates ' GEOTECHNICAL BORING LAG Date 3 Drill Hole No. _�_ z Sheat Z of L ' Project //AerL,S 77-,,,6(.1co Job No. og5702 Drilling Co. 4L Z , LType of Rig Yta11CL,) 5�Lzrn 0-4E 7S ' I Hole Diameter " Drive Weight /2/O /G —Drop_..,'o in. Elevation Top of Hole Ref, or Datum C d u u '� t GEOTECHNICAL DESCRIPTION C W N , � a � M � u w e u " w 0 Logged b SCK JS' F .. m w � °' ..Ni .. rA Y I < y d o 0', y Sampled by SJR K 3v -b care 5.,.,..1 w <-e3S (,J2�, MeluM c�—<--e- 3f- L0,10,_ " ,lo,— 6rq S;' t:^q_ .�a--� , (JeAl1'Ylfd�.,v..�.-.S� , L C -Al 1! ,I SODA (2/77 ) Leighton & Associates 1 1 1 1 1 r APPENDIX 4 LIFT STATION SHOP DRAWINGS 1 r 1 1 M 1 1 1 t i 1 1 XQUALIFT SUBMERSIBLE SEWAGE t LIFT STATION -' LLr_ 13 0 OI— L. e--~G�JQOa3�VO ' FOR m o,�.c�m�¢?vw v TRABUCO CREEK SANITARY =z�ryc[ucOC ¢-0 Oon SAN JUAN CAPISTRANO w '� ;^'U<''-Yiazam ENGINEER: Harris & Associates 220 Mason CircleLLo Concord CA 94520 ; _ __ g _ _W• ' AQUA'S JOB n: 3095 CONTENTS ' STATION: Engineering Specifications AQUA 45-1 ;1-1 , 3C Station Drawing - Fiberglass 72" Dia.x 26 ' AQUA 4D-1 , 1 ' Fiberglass Specifications Koppers DION-150 PUMPS & DISCONNECTS : ' General Pump Brochure - 4" Barnes 1076-489 Specifications - Model 4SE11344L, 11. 3 HP Barnes Sec.4C;P13 ' Performance Curve - 650 GPM @ 33 ' TDH Barnes Sec.4C,Pll VALVES : Check Valves - 6" , Prince Fig. 813 Keystone Eccentric Valves - 61I : Keystone MA' Aqua Engineering Co., Inc. • WATER & WASTEWATER PUMPS 905 Placer Blvd. • TREATMENT EQUIPMENT Rocklin, California 95677 ' CONTROLS (916) 645-8122 AQUALIFT f SUBMERSIBLE SEWAGE LIFT STATION SUBMITTAL Page 2 of 2 SUBMITTAL - TRABUCO CREEK SANITARY CITY OF SAN JUAN CAPISTRANO CONTROLS : AQUATROL General Bulletin AQUA 2B,5 Wiring Diagrams -. 3 pp. 480 , 3Ph. AQUA 8/91 ' Alternator - Class 47, 120 V. Furnas 47-B1 Circuit Breakers - THQC G.E. Starters - Size 1 3/4, Class 14 Furnas 14-B1 Moisture Sensing Relays - Series 1 Warrick 7 ' ISR Warrick Mercury switch AQUA Elapsed Time Meters Cramer ' Alarm Light - Model VFC-100 Killark Sec. 14, P10/11 WARRANTY: ' AQUA 1 Aqua Engineering Co., Inc. ' • WATER & WASTEWATER PUMPS 905 Placer Blvd. • TREATMENT EQUIPMENT Rocklin, California 95677 _� • CONTROLS (916) 645-8122 REV: 10/89E-05 PI'CEr Blvd. s-ni •D e Q cOCr,L0, CrL]F0JRN!A 5567) ca <<, .,gee. GAD Ca.E 1/92(916) 6.5 8122 C�K,ED EV Da'E EC.:E NONE 9 CCe SS DOORS & COVER ( ALUMI NUM y _ Kii'H .6(ETE.4 oTh4rs (Cptional) �f \J 1l� ''QVC ALARM LIGH7" Conduit& !FREE STAND/NG '�OUATROL." PAILEL Seals Fiberglass (By 'I DER CAcLE %ACNE %LLT ' Others) Vent�'� � 72„•d� 4� �pa ��� ' , I Fiberglass= = = = = -u dec� ETELL JN ' H.N. ALAR//. LEVEL,fl Ii � j ORAL4 CHECK %;L%E” � 1 ' ? LIFTI7,'G CN'A1;1/CABLE - S.S. i .. LAG PU.(P GH I SLIDE RAIL k ' LEAD PU,yP G.'I HEAVY-LriTY MGM-CLOG j— ' SUSMERS19t E SEWAGE PUMP a I a , LJOE-AWAY QUICK DISC011- CFF LEVEL d ' NECT COUPLING STATIGNAR% FITTING ' OPTIONAL 'C , PUNFCP,CING RISS/ANCKOR ishrink - . Cut (By - Cthers) 0 _ CONCRETE & REBAR (BY 45-1.3B Page 3 Engineering SFEcifications ' AQUf.L1FT Sewage Lift Stations ' CONTROL SYSTEM' (CONTD. ) ' The Control Panel shall have circuit breakers , magnetic starters with overload protection, hand off automatics, alternator, run lights, elapsed tine Meters , alarn light, and all necessary relays to perform above functions. It shall have terminal blocks clearly labeled for ' the connection of the mercury switches, transmitter and other accEssor- ies. Level sensing shall be accomplished by sealed mercury float switches , ' Equiped with intrinsically safe relays , CR Leve`€ns� sha1Us6 accomp7-i-s'hed,byan AQUATP L Bubh]er Sy ten t kith p�sure switches adj stabl.e'as to,finge--aInd differential , The control system shall be supplied for .(Three Phase) , X239 Ye4t� (460 Volt) power supply. 1 8/89 PAGE 2 ENGIN'EERIN'G SPECIFICATION'S ' AQUALIFT SEWAGE LIFT STATION'S PUhiPS--AND 1,10TORS (CONTD. ) The motors for these pumps shall be of the submersible type, oil filled for better heat dissipation, with stainless steel shafts. The pumps shall be ' equiped with double back to back mechanical seals, located in an oil reser- voir that is pressure equilized through a diaphragm. The pumps shall have a moisture detection system whereby the presence of moisture in the seal cav- ity can be detected and corrected. The impellers shall be of the two vane, semi-open type, that can pass a sphere of 3". The pumps shall be of cast iron with all parts coated with a two part epoxy and baked at 350 degrees fahren- heft and finished with enamel . All exposed hardware shall be stainless steel. The control and pumps shall comprise a package that is suitable for a Class A, Division I hazardous location as defined by the State of California as an ex- plosion proof package. VALVING AND PIPING ( ' The check valves shall be stainless steel fitted with an external dW spring especially designed for handling raw sewage. Thr ccce �l�ri � 5 r- 11 te+e- valves shall be flanged and of the resilient seat type, capable of isola- ting either one of the two pumps or both. Valves and internal piping shall be of the same size as the pump discharge or ' larger. Valves shall be located in a separate valve box, attached to the wet v:ell , with provision to drain any seepage to the wet well. The drain shall also have a check valve in the event of high water. ' CONTROL SYSTEM ' AQUATROL Duplex Control System shall be in a weatherproof NEMA 3 enclosure, equiped with a lockable vandalproof outer door. The pumps controller shall perform the following functions: A. Turn all pumps off at set adjustable level . B. Turn lead pump on at high level, alternating pumps each cycle. C. If water continues to rise, turns on lag pump at 3rd level . D. If water reaches high level , an alarm light will be turned on and/or ' transmitter activated to signal an alarm. REV:4/92 ' ' • • WATER d WASTEWATER PUMPS • TREATMENT EQUIPMENT ' _401IN90— • CONTROLS ENGINEERS • MANUFACTURERS DISTRIBUTORS ENGINEERING SPECIFICATIONS ' AQUALIFT SEWAGE LIFT STATIONS ' SINGLE SOURCE REPSONSIBILITY To ensure compatibility of all components, the package sewage lift station and its control system shall be supplied by one manufacturer with fabrication, ser- vice and repair facilities in Northern California. To insure this compatibility the standby power unit, if supplied, is to be sized, tested, and supplied as a part of the total package. The automatic transfer switch (ATS) of the standby power unit shall be an integral part of the station controller. ' EXPERIENCE The station manufacturer shall demonstrate a minimum of 10 years of experience in this specific field, shall supply upon request typical installations with ' reference phone numbers. The manufacturing facilities including the electrical shop shall be open for inspection. ' CONSTRUCTION AND MANUFACTURING The station and integral valve box shall be manufactured of a minimum 3/8' s ' thick Koppers specialty polyester resins with a compressive strength of 28,400 p. s. i . and flexural strength of 31 ,400 p.s . i . The station shall incorporate wall reinforcing ribs to double as anchors into the concrete when installed. Structural calculations shall be made available upon demand. The station shall ' be 72 " Dia. X Z 6 ' Deep. Station covers and access doors shall be of V47' aiumtnum, non-s 1 eck"plate, reinforced to support 300 lbs./sq. ft. of loading. ' PUiIPS AND MOTORS Sewage Pumps shall be of the heavy duty nonclog type, capable of handling sewage, Mode 14 S L //3 44 L Each pump shall have a capacity of 6 50 GPM against a Total Dynamic Head of 33 , including static head and pump fric- tion, and a Shut-off Head of , 60 minimum. Motors shall be / l .3 HP, 7.57 o RPM, 3 Phase, 60 Cycle, d� Volts. Both pumps and motors shall be built by the pump manufacturer and shall have the capability of running dry for extended periods without damage to motor or seals. Design shall ' be such that the pumping units will automatically connect to the discharge pip- ing, by positively locking the volute into position to prevent any movement when lowered into place to' the dischage connection. The Slide Away Coupling at the disconnect point shall have stainless steel mating faces to prevent corrosion, with the stationary coupling having an incline plane to provide a closing action and a self cleaning arrangement. The pumps shall be fitted with S.S. cable or chain to ' permit raising the pump. for inspection and removal . AQUA ENGINEERING CO., INC. 905 PLACER BLVD. ROCKLIN, CALIFORNIA 95677 (916) 645-6122 3G-9. 1 REV: 7/90 • WATER h WASTEWATER PUMPS ' • TREATMENT EQUIPMENT i` • CONTROLS ' ENGINEERS • MANUFACTURERS DISTRIBUTORS ' WHY WE CHANGED TO FIBERGLASS CONSTRUCTION ' For many years Aqua Engineering Co. , Inc. built epoxy coated steel and concrete sewage stations. Over the years we had developed and perfected one of the most reliable steel coating procedures, invested in a considerable amount of equipment to ' get the best results obtainable. As you well know, with epoxy coating the secret is is in the surface preparation and that is where we put in our effort to obtain mili- tary standard, white metal surface using a shot blasting procedure. We then coated with primer immediately following the blasting with no time allowed to elapse. ' Others who have tried to compete with us, without the benefit of having their own manufacturing facilities, and who relied on any welding shop to do the work, did not have satisfactory results. This resulted in many dissatisified customers. ' Concrete construction is also subject to hydrogen sulfide action and without coating I have seen many a concrete structure reduced to a porous wall of gravel . ' For concrete we have used epoxy or zebron coating. That was naturally field applied without the benefit of tighter factory quality control . The results were uns4tisfac- tory. ' With all our efforton quality control , we came to realize that no matter how good the coating was, we still relied on proper installation, without dents or scratches. As you well know a scratched, steel surface that has been coated is. in ' many cases worse than no coating at all from a corrosion standpoint, as all galvanic action will be concentrated in one spot. This is the reason that we started a few years back to look into fiberglass construction. We engaged structural engineers to properly design the wet wells and that has resulted in a product that we feel is much superior to the previous ones. ' The biggest plus for fiberglass construction is naturally the fact that it is corrosion free while epoxy coated steel is as good as the integrity of the coating ' and its freedom from scratches, etc. On the minus side, fiberglass construction requires more care during transportation and installation. This minus effects only the installing contractor as much as he needs to exercise more care. Once it is ' in the ground its pluses to the owner outweight the minuses. If you have any questions or would like to inspect some of these stations, please let me know. ' Sincerely yours, AQUA ENGINEERING CO. , INC. D. A. Dabbagh�'� �, AQUA ENGINEERING CO., INC. ' 905 PLACER BLVD. ROCKLIN, CALIFORNIA 95677 (916) 645.8122 t • POLYESTER RESINS AOPRERS The Koppers Polyester Ne«slvler reports ways that labddalols aro waiting our var0uf res T.s. To Ctlain adddro:al nIo,n' Kop, bon on our rea,^s.«n:e Kop.en ' s Gor+pany.hd. ' 1901 Koppers Bcdd119 Pmsbdrgh.PA 15219 am Vol.2 No.1 World's Tallest Free-standing Fiber Portable FRP Tanks Glass Stack Installed at Sugar Ideal for Chemical Processing Plant Transport ' At the U81,Inc.,sugar-processing plant Because bolls are used to fasten the Dura-Tank'fiber glass tanks manufac- in Noses Lake,Washington,the world's steel frame and stack scrubber system,it lured by Corrosion Controllers.Inc., tallest tree-standing fiber glass reinforced is possible to dismantle and transport the Washougal.Washington,offer several plastic(FRP)stack is in service with a low equipment fo another site. advantages for storage and shipment of ' energy fiber glass scrubber system, industrial chemicals. _ The translucent fiber glass allows the user to observe the liquid level by visual /a .!• inspection.and the lank may be color tinted to match the users requirements. The 375-gallon tanks are especially % designed for the chemical industry.The • ) + 'i It tank bottom is hand laminated to a steel plate that is welded to skids for easy loading onto trucks or rail cars.Side slots � '•1 :� are provided in the skids for fie downs and also 4-way forklifling.A fit,inch stainless steel drain valve is located to allow for forklift handling without damage. The tank top contains an 18-inch manhole opening for infernal access.and a 11/e inch stainless steel vent anc fuel nozzle. The Dura-Tank units are manufactured .. 1, from Dion tS0`-6631 T chemically resistant U 8 I selected the free-standing FFP polyester resin supplied by Koppers stack based on its outstanding corrosion Company,Inc. Dion ISO 6631T is speci- reslstance.light weight high strenglh to fied for its combination of good corrosion weight ratios.and economy of production resistance and excellent physical and installation. strength properties. The stack was completely fabricated 'Registered 7100ernark of Corrosion eonvollem Inc. with Diont corrosion resistant polyester resins supplied by Koppers Company, Inc..Pittsburgh.Pa. In the filament ' The exhaust stack rises 170 ft.with a winding process,a steel mandrel was 10 it.diameter and wall thickness from.25 slowly rotated while continuous layers of to.87 in.It replaces a 20-year-old concrete fiber glass roving and Dion resin were stack and exhausts solid and gaseous applied. ' emissions,reduced to EPA-approved A 100 mil corrosion barrier comprised levels.from a coal-tired boiler. of C-glass veil plus three plies of two Designed to resist wind,seismic and oz./ft.2 fiber glass mat were combined _ thermal loadings,the FRP stack was with Dion Cor-Rese 7000 polyester resin - ' manufactured by Century Fiberglass for the interior liner of the stack.Dion Products.Xerxes Corporation.Anaheim, Cor-Res 7000,with a tensile elongation of Calif.,in 2211.sections using the filament 4.2%,was used in this layer to reduce winding process.The sections were cracking and thus penetration of corrosive __ _ _ bonded together at the shop into 44 ft. chemicals.caused by stress reversals t sections. from wind loads.The structural layer 1 At the U 8 I plant site.three sections consisted o1 continuous roving and Dion were connected together in a horizontal Cor-Res 6694 to impart maximum strength ' position on the ground to form the 13011. properties. Finally,a top-coat of 6694 _ stack. Using large erection cranes,the with ultraviolet light inhibitors,pigment :w v entire stack was raised and positioned on and wax was applied.The total weight of top of the 4011,high structural frame o1 the fiber glass stack was 21,000 lbs.The t the scrubber system and secured with Dion resins were supplied from the stainless steel bolls. Koppers plant at Oxnard.California. WIC POLYESTER RESINS n What Is it? Need a Corrosion Recommendation? ' 11 you have a need for a resin recom- mendation not listed in the Dion Corrosion Guide,our Corrosion Specialist Staff is ,•.y.�, r �� \��,��, available for your assistance.Feel tree to r � contact your local Corrosion Specialist and if he is not available,the others listed can also supply the needed information. Depending on your area,the following people are available for this service: MID- T.S. McOuarrie ATLANTIC— Koppers Company.Inc. 1350 Koppers Building Pittsburgh.PA 15219 (412)227-2361 As part of complying with State Cromaglass, using Dion Cor-Res 6694 NORTHEAST—Kevin W.Henry spillage containment regulations Avco manufactured by Koppers Company, 406A Courtland Ave. Corporation's Lycoming Engine Inc., supplied three modular tanks each Stamford.CT 06906 Division plant in Williamsport. PA, with 6.300 gallons capacity. (203)964-5631 decided to replace a large wooden tank Avco indicated that this is a quick GULF COAST—Ken Hoy for storing chromic acid rinse water long lasting economical solution to a 801 East Lee Street vi _ solution prior to final treatment. This critical need, since previous wooden Irving.TX 75060 chemical is used in the plating tanks had a tendency to expand and (214)445-0668^ department of the company's airplane contract leaving gaps and sometimes WEST COAST-11, D.Goold engine manufacturing process, causing leakage. 1801 Murchison Drive - Since the liquid requires special Cromaglass reports their tanks can Burlingame.CA 94010 corrosion resistant containers, Avco be shipped long distances unassembled, (415)692-3330 consulted with Cromaglass thereby allowing substantial freight t, ' Corporation, a manufacturer of non- savings unavailable with other - corrotlible fiberglass containers. manufacturer's equipment. KOPPE RS ' .Registered Trademark of Koppers Company, Inc. 1 ' Koppers Company, Inc. 1901 Koppers Building Pittsburgh,PA 15219 1 7-71 ; 1 ' �. Product Data 1(ollp RS® DION-ISO@) 66311 �/ Polyester Resin Specialty Polyester Resins (66327, 6633, 6315) APRIL 1978 DION-ISO® 6631T is a corrosion grade iso polyesterdesigned PRODUCT FORMS AVAILABLE_ for ambient temperature gel and cure. It has been specifically it formulated and promoted for use in spray-up or wet lay-up DION-ISO 5631T—thixotropic,pre-promoted,designed for ' processes. It is thixotropic for non-draining on vertical sur- hand lay-up and catalyst injection spray-up. faces. DION-ISO 6631T has exceptional physical strength DION-ISO 6632T —double promoted,thixotropic version properties,excellent handling characteristics and outstand- for fast cure in cool climates. - - - ing corrosion resistance. - DION-ISO 6633 — promoted,non-thixotropic version for DION-ISO 6631T exhibits the following advantages and filament winding or hand lay-up. features: DION-ISO 6315 —non-promoted and non-thixotropic HIGH PHYSICAL STRENGTH version of 6631T for filament winding. DION-ISO 6631T meets the Grade B (Superior) requirements ' of MI L-R-7575C for physical strength. LIQUID RESIN CHARACTERISTICS (TYPICAL) OF OUTSTANDING CORROSION RESISTANCE DION-ISO 6631T DION-ISO 6631T exhibits excellent chemical resistance with proven case histories over the past 20 years. The improved Viscosity, Brookfield, 770F 500 centipoise corrosion performance of DION-ISO 6631T over conventional '— polyesters is accomplished by an exacting reaction procedure. Thixotropic Index,770F 2.0 ' This resin is manufactured by a carefully controlled two-stage process,yielding a high molecular weight resin which results Specific Gravity, 770F 1.10 in outstanding corrosion-resistant properties.The DION Corro- sion Guide should be consulted for specific recommendations Pounds per Gallon,77oF 9.1 for over 400 chemical environments. Minimum Uncatalyzed Shelf Life,770F 6 months ' EXCELLENT HANDLING CHARACTERISTICS DION-ISO 6631T is designed for hand lay-up and spray-up Acid Number, Base Resin Less than 20 applications using MEK Peroxide catalysts. It is both pre- promoted and thixotropic. DION-ISO 6631T is specifically Color Cobalt ' formulated for fast,thorough wet-out and superior non- draining properties. DION-ISO 6631T is manufactured exclusively out of FDA approved raw materials(reference paragraph 121.2576,Code of Federal Regu. PRESENT APPLICATIONS lations,Title 21, Food and Drugs). Properly fabricated parts may be ' utilized in food contact applications. DION-ISO 6631T is used in the following industries: trans- portation, military,marine,building construction, recreation, - ' chemical processing (CPI), mining and petroleum. Applica- tions include tanks, pipes,tooling and hundreds of others requiring high strength retention,corrosion-resistance and durability. _ Knoners C rnan Inc. Pittsburgh, Pennsylvania 15219 Typical Physical Properties Mat Laminate MIL-R- - Test Clear 36% 7575C Procedure Castingltl Glass(2) Leminatet31 I Physicals: Glass Content,% FTMS-7061 — 35.6 63 Barcol Hardness ATM D-2583 40 56 6 Ultimate Strengths at 77 F: Izod Impact,unnotched,ft.lb./in. ASTM D•256 2.5.3.0 — — Flexural Strength,psi ASTM D-790 16,600 80,100 Flexural Modulus,x 106 psi ATM D-790 0.52 1.30 3. Tensile Strength, psi ASTM D-638 9,300 17,900 50,800 Tensile Elongation,% ASTM D-638 2.4 Heat Distortion Temp.,264 psi, A D• 4 22 Compressive Strength,psi ASTM D•695 — 28,400 64,600 ' (1) Clear casting— room temperature gel and cure followed Gel And Cure Data (Typical) by two-hour post cure at 2000F. (2) Mat laminate —4-ply, 2 oz. mat, 1/8 inch thick. DION-ISO 6631T— Catalyzed with 1% MEK Peroxide at ' (3) MIL-R-7575C laminates — 12 plies of 181 cloth, 1/8 77OF (50 gram sample) inch thick. Room temperature gel and cure followed by Gel Time 15 minutes post cure. Time to Peak Exotherm 30 minutes Peak Exotherm 340OF DION-ISO 6631T — Gel Time vs.Catalyst Concentration at Various Temperatures ' 6D min. 50 min. ' a0 min. J 30 in. ' W W 20 min. ' 70 min. 60°F70°F BO°F 0 min. 100°F 0 0.5% 1.0% 1.5% 2.0% - MEK PEROXIDE(60%)CONCENTRATION Koppers District Sales Offices: ' - Newark, New Jersey 07114 Bessemer,Alabama 35020 480 Frelinghuysen Avenue P.O.Box 752 201-243.2000 205-744.9110 ' Commerce,California 90040 - Pittsburgh, Pennsylvania 15219 5900 S. Eastern Avenue 1350 Koppers Building Suite 104 412-227.2000 213-726-8666 - Koppers Company, Inc. '=- INTERNATIONAL SALES Pittsburgh,Pa.15219" Elmhurst, Illinois 60126 Koppers Building KOPPE RS ' 188 Industrial Drive Pittsburgh,Pennsylvania 15219 312-833.3380 412-227.2000 Chemicals and Coatings All Information, recommendations and suggestions appearing In this literature concerning the use of our products are based upon tests and data belleved 10 be reliable; however, It Is the user's responsibility to determine the suitability for his own use of tM products described herein. since the actual use by others is beyond our control,no guarantee,expressed or Implied,Is made by Koppers Cpm PanY, Inc.as to the effects of such use of the results to be obtained, ndr does Koppers company. Inc. assume any liability arising out of me,by others,of the Products referred 10 herein. Nor is the Information herein to be construed as absotulafY complett, tinct additional lnformallon may be necessary or deslrabra'when particular or exceptional conditions or circumstances exist or because of applicable laws or government regulations. Nothing ndation to infringe any patent. I Q 2 " to 8" 14 non-clog 1 _ ! submersible wastewater pumps i r 1 , I 1 To provide efficient, dependable wastewater r, { handling for residential, commercial, industrial. 1 Non-clog, to handle unscreened raw sewage or L vim_` any similar liquid, spherical solids up to 4 inches. f 1 All heavy duty construction. High-efficiency and explosion-proof models available on most sizes. 1 BARNES PUMPS INC. - A Burks Pumps.Inc.Company r 148,5 Lexington Avenue•Mansfield,Ohio 44907 ' © Epoxy able seal is designed to prevent O Square rings provide the controlled com- equalization between the pump liquid and ' entry of water into the motor,even if the pression o1 an"O" ring and the ease of the oil-filled seal chamber. cable is damaged. assembly of a flat gasket at all critical �j Concentric pump body on standard ef- OII-filled motor provides exceptional heat O joints. ficiency models virtually eliminates side © transfer from all parts of the motor to the Moisture sensor.Standard on 3 h.p.and loads on the shaft,reduces bearing and large radiating surface of the surrounding larger models,optional on smaller double- seal wear. casting seal units. ® Seml-open Impeller illustrated, for 4' Motor is a standard NEMA frame design Q Double mechanical shaft seal with standard models and smaller. Enclosed from a major US.manufacturer.Easily re• single spring design keeps all seal parts impellers with bronze wear rings on 4' moved if service is required. Easily ser- in a clean, oil-filled cavity. high efficiency and all larger models. viced by any qualified motor shop. O The diaphragm permits pressure Stainless steel fasteners. ' One-piece stainless steel shaft. ;---------, JJ SERVLE PD.E Feat NOTE: !! ' Valves are shown in the wet well for il- r fustration purposes.A separate valve box Is I - -- common. ® I - CONT CL PANEL 1 1 CON.DOT AND ATTINGS - i VFNL ACCESS COVEA _ I I ' Ub pERG[[R GUIDE PAIL NP 50"PLED wrtw BaF.A AM"IION BD[ DISON W PPE I% GATE VALVE ' �I : ii I06CNNit NPE INFLUENT PIPE Iab FITTiKS l -�I ill I•.,I - 1,: T TagT v 1�G[:VANIZED GLIDE PIPE FAU T T CALVIN QED LIFTING CNAN 1 5 6 C BAfi BPEAx A-W FRTPIG ' 8 — M F- SUBMERSIBLE w TEwaTER PUMP-, g4 . i 14, ii You can specify a Barnes submersible "- I t I �"'IhI'- it wastewater pump to handle unscreened raw .tr,pr�I•+R�("r'!C sewage(or any similar liquids)wfthoulfear of II.. clogging.This Includes spherical solids up to 4 Inches. Each pump is built to work under water and;,combined with this simplified - singla-plt Insitallstiok offers a dependable, A low-maintenance; low-cost lift station. The 10 I _ slide rail,system shown(detailed Ill.at right) provides even more accessibility. LOW COSI lilit Statipm r f +OY f ✓ y �I ' f •� r 3) F r s hilt 5k yn c F I y�i ,I� f 9 !�r F •,, "r- �� Illi Jill41 j Y Y� III il���ll I f v I �E I F y r S } r f \ E!a■ilaiE■illsl■■!!!!!!! " lat■illilliiliEllllRllll ��jji�■■����■i!i■■ail■■■■a■■ti■■Rnl■■� !ilii■Eill■!■!!!■lillll■ l!a!!!!!!!/■f!!at!!r!!!!!!!!!■Ri!!■!!! , �i!lllllElllllElllEl\l!l �1�.�\■!a!i!■!!tf/!■R■!!!■t!!■■!E!■■!!i . ■■!!■iliili■iii!■tit■■. i■! ■fltiRlia■■!■/E!i■■■Ri■■■ai!■MEN■ �'lflilltll■l■illiainia. !!■f\V!!f!■!!!■/!!■■■!!!i■i!■!!r!!!!! sa...........ii...lu... �ilalai.■.......1..!!..■■■!!■■!!lulr■i a\illEEiiliiliililllili■ f/!!!l........./!//aer/!!!r/!!//!!/f/ /!\\!!!!ilii!■ll!!■■■!!!. [■■!■■■■\!!Ea■aa■a■■■■l■!■!llaa■■aaRaE a■\\tlilliit\V■tllalii. [■!i■laait\t■/a■!■a!!i■■!!■■■!■■iiiRi■ ialt�li!■alli■!!!i■■!!ia\ [Ei■■tia!!t\lrif/!■R!!!!■R■!ii■lnin! l!lllt►susllu!!lWls. [l■■!i■■a■r■.�■■■■■as■a■■■■faa\■a■a■■■ t\lltli�'allllll\tlilll. lr■!!!■!e!//�a■!/r!/a!!!r/!!!f!■ra//!! liiaillEl�\lidlli■ni\. [!/!!!!!rllaO�t/r!/!ai///!r!!!■!!!/!■ l\!ll!llliE►!!!!!El\!\!l ■t\ai■■!■■■■■f■\�!■!nE■i!■■inln■!!■ afla■lanai\iaiiln!!!R [lllllllllllRllE►`1■mill■11E!\lllilEl Cei!\iliallii■i..■aiuiil. [■R!!!■!!■!!!■!llu►:!!R■f/!!R!laali/■■ Guusllllill�!!!n!!il [!!a!!!■!!!alaosf■!!f!!■t!!i!!Er■m! \��t\lliVSiltlE\El\iltl [!!!!!!!lllr��-+n!!!R!!!!■!!!!■fi!■fa!■ ,� �.ai�u_�:nl■n■ii■n■n■\nlonE■ice ® 1� rrr■rrrrrrrrrrrorrrrrrrlrrrrrrrrrrorrrrrrrr .gait\tMEt.llit\\lllmlll!!l\l\til\\EtllEil\!� ; ' .p\tilr�o��i0lllll\!llllll!lllllltill!!lE �;: ti■alili/iliilr�\iiniEEEiiI!■iRliiiiiilii . ' lElElollllEElE\l\a��\ilEEllllllll\lllt\ll\t illllilltlllEia!llllENr!liEl\llEllEllll!!t '� ■lllll\tlilEllliElllllilEr�tllllllllllllllll - tllEllil\lllEElIEI\Etlllllih�Eili\llEtlaElt� " liElB\tilt!\Elalil/ll/a\Etll��tlllll\!llll �`!�'" \llEtpilili\tit\li■li■iElllllElAVEiiti\li j ii��.,. .llltllllMlEtE■tlilliiiElli\tllil►iiiiilli � , ;i;' lEllltiaE011Elll!\ltll\llElEllMf\!lltllllE �.` - �aliililaliliiilliiiii\iRlit�ilaliiiliiiEaii !\sal\liltllEili\llllltV_��ll\lll\ltlEtlEl\t �� �� hill tlillr�.llii\lliiliEiil�alllll\l!\tlllliiliit :� ` i �� ililola��liilWEi■Cii■tiililtl■i■\it\t\ilii tElllt\llt�����_Sit\ElEiltiaElltlEtlttElll �, � ' � ®��WIEW\linlilliiliE�llii •' I�� � 1 �l!llltaaiQ��\llalllitlliiEtl.EE■EttEltQEll� ' ill\\l\\ll�Illisr\EEl\El!!lllElliEllElillitl! ji�' illi!hilailiiliii►!aEltE!!illftllElllEll\tti ;'` RlliitiEll/itE\liiltli��tilltltlltlilliiliitll I ? i■liii!!■/ii!!a!liali!■i��iili!!i■!i■Eiaitiii fj'd.. ll!!iltll/llilEE!lltEliili!\�\\liEIEIEEEIIE\li 'q. llEllEtl%llEllll!ltEliEliElllC�illl/EllElilli ' !,I . iliEilil�llllEllllllliElttllElltt►ltEl!■llllltl i lllil!\��illillEllllEl\Ei\\El\lllll��\llE\\!El j �i ' !ff/A/l!Q!!ii!!ia■liiali■iaiaaifiat►\iEiii■ ''\ , iiEiit/�iliiEiii■iiuiiuii■tiilla■eif�f■siii■ _ "� ! iiEll!1Elt\IIEE!!!t!l\Et\ElallllEll�ftilt\liE y1 fEiil/�llitllillii\iitiiliEElitEi�atnEEEEEii 1 ' taaii'�iifii■!!■a!!!■iuiliiluEa!!i■iiiuii! .., !lti�/iiiftiisilfiilliiElti��lE■iiuiliiEliil■ .j�=. IIEMI■l!llEEEIlIEEIiEl�illltiillE\ltEllilP lli '�rlEtill■■\l!l\lll��llEllillE\tl\lE!■il' •"��,;,,... 111iiili/��ailllllf�iEil■ltiillilliltE■EEI - tEElll\lllllEiACiiiilElllElllillElli\tiEl1 ■lliilaililliiWEElii■iiali■ini■lilii!!a� 1 pump Specifications 'o T ,, �� 8 I ..] I ll i I I Yp ]LD N1.T. na F L1 I GENERAL: All Barnes submersible non-clog wastewater filled chamber,with a secondary exclusion seal, are equipped with legs and lifting bail and 1 pumps have cast iron bodies,motor housings ceramic and carbon faces.Most 4",all 6"and temperature sensors.A moisture sensor,stan- and impellers.All hardware is 300 series stain- 8" units have a double mechanical type seal dard on 4"(3 h.p.and larger),6"and 8"units, less steel.The two smaller units(2" and 3") in a patented oil-filled, pressure-equalized is optional on other double seal rypdeis. have single mechanical type seals in an oil- chamber,ceramic and carbon faces.All models 1 , UMPS: 2" discharge: 2" suction opening; 2-vane 4"discharge:3,5(standard)and 4.75 dia.suc- ing;3-vane,2-vane and single-vane impellers; semi-open impeller;pcwer cord type SJT,legs tion opening;2-vane, enclosed(high efficien- moisture and temperature sensors standard. 1 for 2" clearance above sump basin. cy),semi-open(standard)impeller,power cord 8"discharge:9"suction opening;triple-vane 3" discharge: 2" suction opening; 2-vane SO cable; legs and lifting bail standard; impeller. Moisture and temperature sensors semi-open impeller;power cord type SJT and moisture and temperature sensors standard. standard. SO;All models equipped with clearance legs. 6"discharge:5"and 7.62"dia.suction open- OPTIONAL: • Additional cable, to meet size required (where not standard) a thermal sensors struction a explosion-proof construction • carbide seal faces a moisture sensors (where not standard) a high efficiency con- (available on 4", 6" and 8" models), 1 MOTORS: All motor units completely oil-tilled, with overload protection.Thrust bearings and radial 1 bearings are ball-type(2"and 3" radial bear- ings sleeve-permanent lubrication). 1 DISTRIBUTED BY: 1 1 1 `IIIA BARNES PUMPS INC. �'I� A6ur4c PumPl.InC Comploy 1 1485 LEXINGTON AVENUE MANSFIELD,OHIO 44907 TEL:(419)774-1511 774,1510 Printed in U.S.A. SUBMERSIBLE WASTEWATER PUMPS SECTION 113 PAGE 13 4"Non-Clogs, High Efficiency ISSUED 111189 311 Spherical Solids Handling SUPERSEDES111/87 i . ' Series: 4SE 4.5-7.5 HP 1150 RPM ' Series: 4SE 7.5-15 HP 1750 RPM PUMP SPECIFICATIONS - DISCHARGE:4", 125 Ib, Horizontal SPEED: 1150 or 1750 RPM (Nom.) LIQUID TEMPERATURE: 160°F intermittent. UPPER BEARING: VOLUTE: Cast Iron,ASTM A-48 Class 30 Design:Single Row, Ball WEAR RING: Bronze Lubrication: Oil MOTOR HOUSING:Cast Iron ASTM A-48, Class 30 Load:Radial SEAL PLATE:Cast Iron ASTM A-48 Class 30 LOWER BEARING: IMPELLER: Design: Double Row, Ball ' Design:2 Vane, Enclosed,With Pump Out Lubrication: Oil Vanes On Back Side. Load: Radial &Thrust Dynamically Balanced. MOTOR: Material:Cast Iron ASTM A-48 Class 30 Design:NEMA B;Completely Oil-Filled, ' SHAFT:416 Stainless Steel Squirrel Cage Induction. SQUARE RINGS: Buna-N Insulation: Class F. DIAPHRAGM: Buna,N SINGLE PHASE: Capacitor Start/Capacitor Run. HARDWARE:300 Saries Stainless Steel Requires Peabody Barnes Starter/Panel Which ' PAINT: Air Dry Enamel Includes Capacitors and Overload Protection. SEAL: Design: Double Mechanical in Patented Oil. THREE PHASE: Dual Voltage 2301460; Requires Filled Pressure Equalized Chamber External Overload Protection. Material: Rotating Faces-Carbon MOISTURE SENSOR: Standard Stationary Faces-Ceramic TEMPERATURE SENSOR: Standard Elastomer- Buna-N OPTIONAL EQUIPMENT: Seal Face Material, Hardware -300 Series Stainless Impeller Trims, Additional Cable. ' CABLE ENTRY: 25 tt. Cord. Epoxy Sealed Housing with Secondary Pressure Grommet for Sealing and Strain Relief. _� [2wneY Nlfrwbr ' Peabody BaRnesswrm-� ° 651 North Main Street,Mangliel0,Ono 44902 MADE IM THE U.S.A. Phone<19,'522-1511 SECTION 4c _ PERFORMANCE PACE -_ '12 I ;SUEDn __ ,P? SERIES: 4SE ,4.5, 7.5, 11 .3, 15HP,1800RPN1 SUPERSECES .9;E5 '. ' TOTAL HEAD 1.1TRS FT _30% i'iiT T i i "iii"i JT i I 1 1 1'1 1 STANDARD IL'.PELLER SIZES I- JIJ J-- JG`G 1T 1 I I I I I I___ IJ1 _ I I J.1 1 �'1 I i1-I 1 I 1 1 1 I Pum HP Imp. Ci3. 36 120 11 40%e ISO`/sI " _'1-1 1 ,- -'i 1 1 I I I 4.5 6.50 1__l i_1 i-1 l I 1JI_ =_ 7.5 7.03 T' I i i T T �1� t _-L I �=I'�- 1 IT -i 1'I- ' 1 T1- I 1 1 - 11.3 8.0D I . I 1 1 1 1 1 SCJ oy I I I I 1 1 1 1 M 11T '1 1 1 t I I 1 1 1 15.0 8.50 - ' 1 III 1 11 1111 11 I IIII 111 1 1 1 11 _-LLI1111 11 ' 1 30 100 " II " 11111 111 1111 1111 1111 1 , 11 111 : . 111 9.50. 11 ' I I 1 _ 1 1 11 I I I I . 111 ' I 11 I 1 ' I III IIII 1111 1111 I 11111 T 11 + 111 ' 11 �- 11 I 'I 1111 1111 11 1 11 I I I ' 111 III : 111 1 - 1 _ II , I , I II L � 1 1111 1 it II I ' III 1111 . 111 9.00 I I 58% I1 1 1 1 1 1 it 1 1 1 1 I 1 1 1 I I 1 1 1 ' 1 1 1 I II 11 I IIII I I II11 II I III III II11 III III fill 11 I li . lit ' 24 E0 8150 -� 1-- I II11 111 1111 ' Il1 111 11 ' 1 • 111 i11 1 I 1 I II 1111 1111 1111 1111 I I I I 1111 I : ' 11 1 111 1111 1111 i 11 f , r1 ' I f , 111 II TT :i L\\\11 I II IIII II 1 II 11 : 1 1111 1111 I I _J_' I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 11 TI 1 1 I I -17-1-7 ' I , I 1 1 1 I rl � II Ij11 1 1111 1111 1111 � I : 1 II 1 : 111 • I ! 1 1 1 T �1 I I I 55% �- I I I 1 1 1 I I I 11 I 1 I I_-' I _ I , 1 'J_ 11 i 1111 IliII I 11I III 13 ED 7,75-' i•j� ` - 1 1 1 , 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 ' 1 '-� j t 1 ' ' I! _ I 1 1 _I I r _• I I _ I 1 50 e 1 i 1 I r l 1 1 1 I III 1 1 1 - 1I 1 i I itI 1 1 1 1 - 1 -I T I_ 1 1 1 'I 1 1-11-1 I I I X1 ' 111 II iiItll + 1 � 1 I I1 I I : , 1 1_I 1 .L 11 �_ _ I I ' I i I 1 i -I_ _TT 1 I 1 1 1 _I I IT 11 I 1 ' I 1 17 I L� I 1- I T I I "-, 1 i I- � II TT 111 II �� i L : i II . I II.I III 1111 1111 �1 I Il ' 1 ' II II II`I IIII 1111 ' 111 12 40 6,5p� _ I 11 I I I I I I I i - 1 1_ .L'� 1 ' 11 111 11i 1111 40% ' 111 I Tf 11 6.03-1-- i 11 ili 1111 ' II T1 � 11 1111 ' 111 it111 t : 11. 1 II I � • 111 ' 1 I 111 IN I I I ' 111 Illi i1 ' it I T-,• I I II l '__i ' •T'1 1 1 1 1 1 -�.. 1 i_ 11 o0`.S I I-I 1 1 5.50_1T1i t 1 • 111 1111 I 1 I I ' � I "- ' 111 IIII 1111 1111 6 20 11 ' I 11 11 Il 1 I I1 1� I I 1 I , 11 II 1 1111 ' I II Ili I_�' I IIT I _ I '� ; 111 Ii l 1111 I -17.3 EHP 1111 IIII 1111 1 1 . I I I I ' 1 1 1 I I I I ! I .-'T I I fi I IF:11: 1 IIII I 11 I#i-7117 1 _�_ 4.5 EHP' I T'i -1- I •I I 1 I M11". I I _ II _ I � � I_ ! ' � 15 EHP J I I I - - I I� ' '\-7.5 BHP 1 I I��1 ' I I 1 - l 1 1 �'-I _ I 1 ` IT . 11.i 1 I I I I 1 T7 1 T I 1 'T' 111 I It iT1 1 U.S. GALLONS 200 400 600 600 100D 120D PER 611NUTE MODEL PART HP VOLT PH RPI'.7 I�IEi P, FULL LOCKED CORD CURD CORD ' NO. NO. (Nom.) CODE LOAD ROTOR S12E TYPE OD AMPS AMPS 4SE4524L 85623 4.5 230 1 1750 A 26.0 59.0 1014 SO 0.750 ' 4SE4564L 846-14 4.5 200 3 1750 C 20.9 48.6 1014 SO 0.750 4SE4534L 84625 4.5 230 3 1750 E 18.2 56.0 1014 SO 0.750 4SE4544L 84526' 4.5 460 3 1750 E 9.1 28.0 1014 SO 0.750 4SE7524L 84627 7.5 230 1 1750 A 39.0 95.0 814 SO 0.830 ' 4SE7564L 64628 7.5 200 3 1750 B 30.8 69.5 10/4 SO 0.750 4SE75041- 84629 7.5 230 3 1750 D 26.8 80.0 10/4 SO 0.750 4SE7544L 6:630 7.5 460 3 1750 D 13.4 40.0 1014 SO 0.750 4SE11064L 84631 41.3 200 3 1750 B 32.2 109.5 10/4 SO 0.750 4SE113341- 64632 11.3 230 3 1750 D 28.0 126.0 10,14 SO 0.750 ---��4SE11344L E4633 11.3 460 3 1750 D 14.0 63.0 10/4 SO 0.750 4SE15034L 64634 15.0 237 3 1750 D 38.0 160.0 8/4 SO 0.8.";0 4SE15044L 84605 15.0 460 3 1750 D 19.0 80.0 8,14 SO 0.830 Moislurelltemperature sensor cable for all models is 18/5 SO,0.476 OD. � q J i r � •, , •� , oy , t � vl7 i � • i a 1, a �� QF'tf 1l� J�r �3i V�.JI$,'�� 3 all i� WAFER CHECK VALVES Figure 810 Figure 813 Figure Short Wafer Body Short Wafer Body Semi-lugged Body ANSI 125/150 ANSI 125/150 ANSI 125il 0 Internal Spring Outside Spring Outside Spring Field Replaceable Seat Optional Lever and Weight Optional Lever and Weight Field Replaceable Seat Optional Air Cushion Field Replaceable Seat KEYSTONE 1-. ' Seat Retention Torsion Spring The Keystone Prince Valve offers elastomer,polymer and The Keystone Prince Swing Check Valve provides both metal seating materials making the water swing check the ability to locate the spring inside the body or outside the valve suitable for a variety of media, temperatures and body depending on the application encountered. Lever, pressure classes. weights and air cushions are available when an outside spring is utilized. ' Resilient Seat An optional lever provides the ability to back flush your Disc system (another deficiency in double door models). ' O-Ring The Keystone wafer swing check valve employs a torsion spring which ensures rapid valve response to a decrease in flow rate. Coupled with the effects of gravity, the torsion ' spring ensures rapid disc closure prior to flow reversal. .v ' Metal To Metal Seat Disc _ Figure 810 0 ' y Inserted Seat Internal Spring , O-Ring Elastomer and polymer seats are mechanically retained in the body by means of a dovetail groove while metal seat rings are pressed into the body.No bonding or vulcanizing processes are used to retain the seat materials,therefore, the Keystone wafer swing check valve seat is field replace- able using standard shop tools. Figure 813 External ' The Keystone seat is located in the body away from the O``?- direct flow path, protected from the effects of flow erosion. Spring 0_ Like every Keystone valve,each water swing check valve is ' tested to ensure positive closure. Unobstructed Flow Path �p The Keystone Prince wafer swing design provides a round unobstructed port unlike other wafer check valves. This makes the valve suitable for application in industries where erosive media are present.The round port reduces pressure drop,decreases velocities, reduces damaging turbulence, ' and the likelihood of debris collecting in the port area.These factors all greatly affect the life of the disc,seat and spring. Prince Typical Check Double Door ' Valves Check Valve 1 1 - i 1 I .. f . ..IPA —;o F ► 1 Keystone Valve USA,Inc.,is a world leader in the manufacturing of valves and flow controls. Keystone serves as a single source supplier for resilient seated butterfly valves, high performance rotary control valves,wafer check valves,eccentric plug valves,pneumatic and electric rotary actuators and accessories along with digital distributed control systems. 1 1 1 1 1 PERFORMANCE BY DESIGNTM K EYSTO N E A Subsidiary of Keystone International,Inc. 9700 West Gulf Bank Drive, P.O. Box 40010, Houston,Texas 77240 V e u s , N c Telephone: (713) 466-1176 Telex:775-265 Fax: (713) 937-5402 1 The data presented in this bulletin is for general information only. Manufacturer is not responsible for acceptability or compatibility of these products in relation to system requirements. Patents and Patents Pending in U.S.and foreign countries. Bulletin No.WCV-4;90 Copyright 1990 Keystone International,Inc.All rights reserved.Printed in U.S.A. 1 1� _ Son Ballcentr' ic 1 water and wastewater treatment valves. The eccentricwaI cis with. •. round ports 1 permanentiy lubricated stainless"steel bearings (3" and larger sizes) <t • -ANSI standard flanges AWWA wall thickness ` w 1 - ' Ericlosed worm and gear valves;pump check valves, screwed and flanged valves - _ I lo: r. zn,�Si. I r :'� 'Alrtf f+ 1+'t �rtt�(tF.�t,4 S •�' 1, i ttul, r. i.: cre ,r� s"I Y .w pY ra:'4! ix S ?�!4 a 11t j,Y* �rjjt�a •l}efywyt�t,';�t '- ' Y.'•. 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I .t r/ �r + 1 1 l tr Ix4) pl.Y `1 / f'1'.5 •1 1� , 4✓ L r I r I ,' } \ , ? ! int.{t4 W't o14' y+xy�,� ����rr.. Lam \ ". � , j x��. ! n r a r.., In a tti Y��h �k',(5ry\ 'll•1t f f'C' 'h'tf 'n .:'� E''pf ° N O CION 1 11'1,17! r I .���a \,'= L—.'i .r I-, \ I i 'I `LV(i?r,fr+J1 11��i� + f� ♦�f(foI t Vp •,y �W 3•Cj.p7C m:— O > If al �r - :' 1 1 I 1 7 1 t� .rra+ SR txl"A y6 ,,w, w'rj`'!,i Va/.. ro'N n:'� ctN Gill t ♦ f1a f'l1 �r . r l 1:' J is 11 'rl a♦} II£ trays }��' fY Hr Cr �x•1.yYM1� � Q6'N�W:iO�> 51u, 1 - 1145 \ 1 � 1i 11 \' f rta' /tl n' aF vV '�' gt�1 � �(,r fE�}1�'T•Slj4 N.O.C ictl N O rya R �_�1,�•{ � Ic..2 O.° 7eC LF, 'Jr 1a, ! :.Y . `; ,r ��.�� f. A171 r . l y i"' ' 1 I- P .rr'11I Slid.taYS♦:'a"4'�V' il:fIrY.�'�^ R .1 W ONw �� °r` ° 'O•° a.1 �11�41�, . t r J r '4 a'^71 l4'_ fxl�it4r 5y.r1 } "� L9S ' k �:v �. N.�Nro N.O V O _n�j YAVI' tl(Y ll Xf' '4Il©^ ��.y .d ro'. l N.1 rr 1 I', +rl Y i 1 {t Int.I. t" 7! r + 1 Y'+ ♦ r 'C Z � a -•rl , t i/Y�l��.���.iar �r1/� O C�,.C..N O Ar. II �.W.� � 06 "d�� ' II If )I'''111F:p♦J`'` 'Yr`"V'�z �, r At��j .fl.�w j :.1�.. d Vii U_. Co >- N U N O. `.:- a':: Y'i, r r, i rtx {� JI !N•Y ytr 1• ' Bulletin 2B.5 ',. 3/82 AQUATROL CUSTOM DESIGNED AUTOMATIC ' CONTROLS l ' Designed and manufactured by AQUA ENGINEERING CO., INC. ' € of ROCKLIN, CALIFORNIA, to monitor and control: ` ! • � Sewage Lift Stations Pressure boosting systems Water and sewage treatment Emergency generators and pumps { ' automatic starting. Sensors can sense liquid levels,flows, pressures, temperature and other var- ( bles. ' Sensors send point or proportional signals to AQUATROL Control Center where the variable value can be displayed and the signals used to control motors, ' valves, and telemetering devices. LIQUID LEVEL SENSORS 71 70' !- •._ _ . - Solid state, bubbler module, Bubbler system with Vinyl and Polyurethane duplex or triplex, easily adjustable switches floats w/mercury switches ' programmable w/digital readout and level gage • WATER S WASTEWATER PUMPS AQUA ENGINEERING CO., INC. • • TREATMENT EQUIPMENT 905 PLACER BLVD. t r • CONTROLS ROCKLIN. CA 95677 [916) 645-8122 AQUATROL PANELS Typical AQUATROL duplex-control panel to operate w/Mercury switch sensors, NEMA 3 outdoor enclos- • ' sure with dead front and vandal-proof doors, main s c v circuit breaker, two pumps' circuit breakers, control O circuit breaker, magnetic starters w/overload protec- tion, alternator, H.O.A.'s,run lights,seal failure warn- ing lights, high water alarm light and intrinsically ` safe relays. Options are KWH meter, telemetry trans- mitters and many other features. p. ni rrrr 111fFY; � •rrr � -, r.rrr rrrrr ' AQUATROL duplex control panel w/bubbler system, including two alternating air com- pressors, timed purge system, transfer switch and plug for standby power, KWH meter,run light and ETM's, sensors and provisions for transmitting by radio, six different alarm sig- nals and a host of other options. AQUATROL, automatic transfer switch. Automati- cally, upon power failure and after a time delay,starts engine generator and transfers the load to the emer- gency power source. It turns unit off after regular 16� power is resumed for an adjustable period. Unit canalso be timed to periodically exercise engine andequipped to report problems via telemetry. ' AQUATROL emergency pump panel. Automatically, upon power failure and after a time delay, starts engine pump unit, running continously during power failure and adjusting the ■ engine throttle according to the on-off levels in the sump. After power is restored for an ■ adjustable period it turns engine off. Unit can also be timed to exercise the engine periodi- cally and report problems via telemetry. This unit can also be set to start at a dangerously. high ldvel even when power is on. OTHER AQUA ENGINEERING PRODUCTS 1 PACKAGE SEWAGE LIFT STATIONS J ' PACKAGE BOOSTING SYSTEMS Variable Speed — Hydropneumatic — Programmed Constant Speed PACKAGE SEWAGE & WATER TREATMENT PLANTS CHLORINATION PACKAGES — FILTRATION 1 . f i r.re)I.srSY. r I1 A ri ■ n • �'f'i�4v'.:�i ' .�ti:�:jt•�I.t�l [Ji m a W OW.. , n'•... ©cia')a•' • �,� , •,l .• y;. I { f � „ '�� ` ®wH"Ply`• a I� V4 y• ]f M•� 9 t ip YR .�r�1?�����yy m man m ame som m man som saw som saw saw saw saw saw son . 905 F:2CEr 6:1d. s-n, 10 of— ROC KLrv• C:-L,FOFMA 95677 c ,E REV_9/91 _ (9)6) 6455122 u:clunaEY_ C -[C'.IZ EY sc.,E _ 1 1 = 1 ( ENCLOSURE - WALL MOUNTED WITH EXTERIOR DOOR REMOVED Front 11 ern -ht; S.. C. S. s , 'Ft - •- i Door Disconnect i , i Inner door .. ,S ce' -' — f :Q ; Q RUN LITES IOute ' . . . )� SEAL FAILURE- LITES - Ooor 1 1`:i ce ; 0/i- -R€SET I I , _� �,✓j lig GFI� - �• � � " � t i � •' � ' ' _ 1 fd Coni utt Seals. i (By Others) , ' 1 Concr6tel.. Pad Pores Cord Asj Required.. (By. Others) ; Conduit : Powr Conduit . Controls Conduit' (BPOther:s).. L j I (By Others) i Irco:aing 'Fower 500 VA 5 amp -TRANSFORMER FUSE. D or D �Pjisconnect Q { j Power I j I I Distributio • '1 - C.B.11 C:6: 2 1 G .B lock : j j I i 3 ;POLE )I 31P0 IE Controls Q - i- 3 PHASE ' r 480 'VOLT i I { i 01 .. ._ `< 0 /L /L .. Door ( I ; Switch .� { I 1 142 10/3/90 Standard AQUATROL Panels REV: 7/81 ' Duplex Control Wiring Diagram- Mercury Switches Alternator- Intrinsically Safe Relays- 11.0\ O5- H .N . .Nlarn Lite , Horn and Silencer- Terminals for H .Y . Telemetry Signal ' Elapse Time Meter- Run Lites 4otor Hoisture Sensing Alarm 1:otor Thermal Protecti011 ' 115V ET H Alt Lan 0/L uto -BLACK 21SR-1 ET11 HanOifd� I tit 12 ' �O/L iISR Auto o- ' 4 3 2 l � ISx-1 J ' 2ISR 1 5 6 2ISR' 1 GIH LL j G 3I SR I ' Hi lqpter G T Alarm 13 1; Sea! Failure 9 10 2!..'- 15 16 �¢P + t e -2 1 OFF S'W'ITCH . 7 HI WATER ALARM 13 SEAL FAILURE PUI•',P FI 2 OFF. SWITCH 8 HI EATER ALARM 14 SEAL FAILURE PUMP 51 3 OH LEAD PU1eP 9 HIGH TEMP. MOTOR =1 SEAL FAILURE PU!•P. =2 ' 4 ON LEAD PUI.,P 10 HIGH TEMP. MOTOR =1 76. SEAL FAILURE PU!•,P =2 5 014 LAG FUI1P 11 HIGH TEKP. IATOR =2 6 M LU.G FUMP 12 HIGH TEMP. MOTOR =2 ' ;E Molded Case Circuit Breakers Molded Case Circuit Breakers ♦� wwa �I4aI0� r �Y Quick Reference Guidey Ratings do not apply to molded case switches. r TJJ,TJK,TKA TFJ,TFK,THFK F225 (UL File E11592;TFJ,Fixed Thermal Magnetic Trip Unit;TFK,THFK;Interchangeable Thermal Mag.Trip Unit) La Listed IMerruplrtp Rulings- Maximum tins SY-"%I"l Amps it,Tto,`Wds) Pm<M ' CKtua Vona,paling - - ac Volpe - do vouge tin.) ApC'Oa &takes Ampne No. $n,p Peek 4 Type Ramp Piles ac do 120 120/240 240 277 480 600 125 250 H W D A B C E fi+d.Pact 2 180 10 10 211 TFJ 10250 3 600 25 22 18 O 107. Ph 3"1. 3'h 311. '7. IV. 122/1 ' 2 <fiD 250 - - - - - 10 10 2/1 TFK ]0225 10 3"/. 9' 9'A 'Y. W. 3 600 25 22 18 '11 a h 11 12011 2 480 250200 TO 211 THFK 70225 3 60J _ _ 65 _ 25 18 - 10'11 Ph 3°!. 3'A VA "/. W. 122.'1 ' TFL 70?26 3 600 - - 1D0 IDD - 65 25 - - 10'11 4'11 3"/. 3'11 3'11 J600 (UL File E11592;TJJ,Fixed Thermal Magnetic Trip Unit;TJK,THJK:Interchangeable Thermal Mag.Trip Unit) 2 250 10 1610/1 ' TJK4 125-40D 3 600 - - 42 - 30 22 - O IDA 87• V/. 3'/+ 3"/+ I,/. Ill. n7:2n TJK6 250E - _D0 2 600 25D 42 - -90 22 1200 10111 U. 3'/. 3"/. 3"/n YA f/. 18 2/1 3 [0 2/t ' THJK4 1214D0 2 600 250 - _ 65 _ 35 25 - j 87. $7, 3°/. 3"/. 1°/. 161011 3 17 V.2!t TKK6 250600 2 600 250 65 35 25 8'/. 3'11, 3"/. 3"/x 1'A t;I+ is ID,11 3 20 lb11 ' K1200 (UL File E11592; Interchangeable Thermal Magnetic Trip Unit) TKMB 300BDD 2 600 250 42 -30 22 10 15'/+ 87• 5'h 87. 5'7. 1'11 :/, 332/1 3 0 1 1 39 toil TKM12 6DO 1200 2 60D - - - 42 - 30 22 - - 157., 67. 5'11 6.11 5"/. l'A 'A 38 to,l 3 4171 ID/I 2 2502000 33 2!1 7HKM8 300.8D0 6D0 - _ 65 - 3525 - 151/1 87. 5'/, 87. S7. 1% V. 3 3910/1 IHKM12 600 12D 2 6D0 - - - 65 - 35 25 �- 15'11 B7. 5'11 69. 5.7. 1'A 'A 38 2/t 9 4 VI;to!! Tri-Break@(UL File E42263; Integrally Fused,Thermal Magnetic Trip Unit) TB10 11100 3 600 - - - PDD - 2D0 200 - - 10'/n 4111 3'11 VVv 6'lu "1. +'/u 82/t 31 2!1 764T 1214DD 3 600 - - - 200 - 200 200 - t- 21 B'/. 411 3"/. 9"/. 1•/, 17. 332/1 532/1 ' TB60' 300600 3 600 = - = 200 _ 200 200 - 6'!• 5'!. B•/+ 12'/. YJ, `h 552/1 S32/1 TB80. 600-800 3 6D0 - 200 200 100 - 11% 59, 8%. 12'/. Vh .A 55 tDf1 Mag-Break©(UL Files E11592,E66390;Magnetic Trip Unit) TEC 3.150 2 600 10 10 10 10 6'11 47. 3'11 2"11 VA. "/. 'Vv 2t 2/6 3 TEML 1150 3 600 250 1D0 65 25 64. 47. 311 2"/« 2W.. "/. .1. TG 2/1 - TECLO 1150 2 600 - - - 100 - 100 100 - - 8'!. 4'/. 3% 2•'A. 2,11. "k ^-/. TECL Om1 9 y TFC 115 2 600 250 - - 25 _ 22 18 _ 10 107, 4'11 3"1. VA 3'1. ^!. 7. t01D/1 3 12 2/t O UL Listed at 10,000 amps. QQ UL Listed with internally 150-amp rating not UL (continued on page 4-7) t� 2 Also 10,000 amps at mounted accessories at recognized. 500-volts dc. Not UL Listed. 100,000-amps IC. (D Three-pole,UL Listed at 500 0 Rating shown for TEC in Vdc with poles in series for combination with TECL. ungrounded battery applications. 4-6 Oates ruD/ert to cMape tnMdq axile CLASS 47 ALTERNATORS 47-BI 3„pen.d.a issue or Descriptive hbuary, 1971 September, 1975 • COMPACT • RELIABLE 1 - • VERSATILE • EASILY INSTALLED - e HEAVY DUTY RATINGS F a ECONOMICAL This compact alternator of industrial relay quality is designed specifically for pump and compressor applica- tions. It is easily installed and wired in control panels, pump panels or as an enclosed unit for surface mounting ALTERNATORS to be used with standard enclosed starters. Vohs car.No. The alternator has single pole double throw heavy duty silver cadmium oxide contacts enclosed in a trans- 60 tyle so Cycle NEMA 1 Nunn 4 ontl ' parent dust cover. The snap action contacts transfer when 24 24 47ABIOBJ 47ABIOEJ 47ABIOAJ the coil is de-energized. 120 110 47ABIOBF 47ABIOEF 47ABIOAF 200 20D 47ABIOBD 47ABIDED 47ABIDAD The alternator is wired started. the circuit operate the 240 220 47ABIOBG 47ABIOEG 47AB10AG other motor the next time the operation is started. Usually the circuit is designed for the idle motor to cut in if the 480 440 47ABIOBH 47ABIOEH 47ABIOAM running motor does not have the capacity to handle the 575 550 47ABIOSE I 47ASIOEE 47AB10AE ' load. COIL CHARACTERISTICS RATINGS ' Volt Amps wens Me.. Pick-Up Vehs Drop-ow Vohs AC Voha Make lkesk cond..." Inrush sealed Haled vertla&I Hw1som.l Vert.er Her. 0.120 60 amps 6 amps 96 15.1 3 80% 73% 45-50e/. 120.600 7200 VA 720 VA 10 amps ' FURNAS ELECTRIC COMPANY 0 BATAVIA. ILLINOIS FRNAS II IPI lllllll111fllllI IIrllll�lll.l�'IIIIIhpp II IIIllllll;iit'Itl'1 Illlllllrl; ,ul;��� e IIIIIIIIh►iR� � Idl ., SII �, III 'llllllllllllt�.11 '°I�IIII 1111141.nnnola,ll .II a �'.:- plf��l��lllllllll p ,, ,oI�I�����fffl��IIIIIIIIIIhI�I�illhllh. �IIMI►a�ll,,ll,, :;� t II II II IMI �:. ,; • .IIIIIIIIiri;liill!I I(IIIIIIII►I''ii'll��!� ' I „frit •,III ,IIIIIIIIPrI III;; II� � �IIIIII�I►�Iri�;;i II stillIIII�IIII IIIII',IIIIIIIIIIIIII I� plllt��� Illl�lgp I Illlllt rllr ;ttr II Illllll�h�iilil��!� • IldI lit ' • iIIIIIPI►ii��ii;;�!II • ��t,,l 'llll�j 'lllllllllllll�!II (IIIIIIII IIII',IIIIIIIIIIIIII II IIIIIIIII� '�4 �I!�f�ll I IIIIIIIII���III�IhII . I n . ' Articles 504516 of the National Electric. dusts of an electrically conductive nature Code°cover installations in hazardous lova may be present in hazardous quantities. tions.The following material is reprinted Hazardous Locations (b)Class II,Division 2.A Class 11, with permission from NFPA 5041984, Division 2 location is a location where com- National Electric Code.Copyright©1984, and the National bustible dust Ls not normally in the air in National Fite Protection Association,QuincyElectrical Code' quantities sufficient to produce explosive or MA 02269.This reprinted material is rho[ ignidbk mixture&and dust accumulations the complete and official position of the are normally insufficient to interfere with NFPA on the referenced subject which the normal operation of electrical equip. 15 represented only by the standard in of equipment or(2)in which ignitible con- ment or other apparatus,but combustible its entirety. centrations of gases or vapors are normally dust may be in suspension in the arc as a 5004,Clas=1 Locations.Class I Iota- prevented by positive mechanical ventila- result of Infrequent malfunctioning of tions are those in which flammable gases tion•and which might become hazardous handling or processing equipment and ' or vapors are or may be present in the air in through failure or abnormal operation of where combustible dust accumulations quantities sufficient to produce explosive or the ventilating equipment:or(3)that is on,in or in the vicinhy of the electrical ignitible mixtures.Class I locations shall adjacent to a Class I.Division I location, equipment may be sufficient to interfere include those specified in(a)and(bi below. and to which ignitible concentrations of with the safe dissipation of heat from gases or vapors might occasionally be electrical equipment or may (a) I hocass t Division son 1.o Class I, communicated unless such communication abnormal operation or failure of elec. Division i Location is a location: t in which by i) is prevented by adequate positive pressure vitalw ent ignitible concentrations of flammable gases ventilation from a source of clean air,and � � or vapors can exist under normal operating effective safeguards against ventilation 5110.6.Class III Locations.Class III loca. conditions:or(2)in which ignitible concen- failure are provided. tions are those that are hazardous because MOM of such gases or vapors may exist of the presence of easily ignitible fibers or frequently because of repair or maintenance 500.5.Class II Locations.Class If locations fyings.but in which such fibers or fyings operations or because of leakage:or(3) are triose that are hazardous because of the are not likely to be in suspension in the air ' in which breakdown or faulty operation of p1esence of combustible dust Class If Iota- in quantities sufficient to produce ignitible equipment or processes might release gni[ tions shall include those specified in(a)and mixtures.Class III locations shall include ible concentrations of flammable gases or (b)below. those specified in(a)and(b)below. vapors,and might also cause simultaneous (a)Class II,Division 1.A Class 11, (a)Class III,Division 1.A Class III, failure of electric equipment Division 1 location Is a location:(1)in Division I location is a location in which Ib)Class 4 DMslon 2.A Class 1,Dtvi- which combustible dust is in the air under easily ignitible fibers or materials producing sion 2 location is a location:(1)in which normal operating conditions in quantities combustible fyings are handled,manufac- volatile flammable liquids or flammable sufficient to produce explosive or ignitible tured or used. ' gases are handled.processed or used,but mixtures:or(2)where mechanical failure or 9a P� Class 114 Division 2.A Class III, in which the liquids vapors or gases will abnormal operation Of machinery or equip. Divisor) 2 location is a koca[hsn in which normally be confined within closed con- ment might cause such explosive or ignh- Ignitible fibers are stored or handled. tainers or closed systems from which they Ible mixtures to be produced east and might easily ig can escape only in case of accidental rup• also prwi e a source of ignition through Ekrvi cam,tiro NEC M tbOr ture or breakdown of such containers or simultaneous failure of electric equipment �tRO L systems or in case of abnormal operation operation of protection devices.or from rt�X M&nauorai F,r ocecaon Msoc auon to w m other causes:or(3)in which combustible Other Warrick Products Series F—Mercury Tilt Level Control Systems Float Switch Warrick's system control Features of the Warrick Mercury panels range from simple, Tilt Float Switch include a hart r single-function devices to ' completely potted mercury switch multiple-function systems and electrical connections, oil with multiple-level controls, resistant cable, polypropylene peripheral equipment such as outer shell, various contact lights, solid state horns and ratings and configurations +; motor controls.Systems can and poyurethane foam filling. - be built into a single enclosure These floats are ideal for use 'Y of Nema Types I, 3R, 4, 7, 9 I in sewage lift stations slurries ! r a or 12. Warrick engineers can municipal drainage sumps LtK. ': ..; assist you in evaluating your waste treatment facilities, application and will reconY holding tanks etc. en da system remena your Request form#230. When control is absolutely essential. Wiirrick IOCoN48Inc 4137 Normandy Court ' Royal Oak fit /545- � Telephone:313/545-2512 WARRICK Telex:23-0454 CONTROLS Fac 313/549-4904 ' A SN6.y dAm®vq 11M111K K Butktin 27I•B BM 690.0 PrvxeV in USA CLASS 14 MAGNETIC STARTERS 14.91 s„p....d.z t...K of Descriptive Ne .be, 1974 NON-REVERSING ACROSS-THE-LINE October, 1976 ' • Dual-voltage, Dual-frequency Coils - 6• � • Pressure Terminals = • Silver-cadmium Oxide Contacts $1.000 shoo sit. I • Front Removable Parts • Trip-free Overload Relays • Melting Alloy or Bimetal Overload Relays 9' ', • Exclusive Sizes • Straight-thru Wiring size tut $ite 3 9;.e z+fl APPLICATION 10 �p Furnas Electric Class 14 industrial magnetic starters are y designed for across-the-line starting of single phase and z e-,-e I I polyphase motors. These controls are available in NEMA - sizes 00 through 6, plus four Furnas "exclusive sizes": 13/4, 21/2, 31/2 and 41/7. Across-the-line or full voltage start- F ;e ; . . . ing is used when starting torque can be applied safely �d ,. and current inrush does not produce an objectionable V O ' voltage drop. A starter and appropriate pilot device also site s Site sin will provide low voltage protection or release. Furnas magnetic starters are furnished with melting alloy or optional bimetal overload relays to protect motors fd► _ 9 v t ` from sustained overloads. Crass 14 starters are available in all popular NEMA en- closures. Enclosures safeguard personnel from live elec- trical parts and can protect the control from contaminants and the installation from explosions. K F= These controls are ideal for applications requiring de- y: e pendability and compactness. Typical applications.include use with machine tools, air conditioning equipment, si1e 4 sit.41h ff material handling equipment, compressors, hoists and ' various production and industrial equipment.CONSTRUCTION o ' - :.: c . .. Class 14 magnetic starters incorporate the following con- struction features: Molded Call—Magnet coils are carefully wound then g molded in epoxy. Encapsulation waterproofs, promotes RPI heat transfer and resists electrical, mechanical and thermal r . stresses. i l she s sit. s ' FURNAS ELECTRIC COMPANY ■ BATAVIA, ILLINOIS F 14-B, MAGNETIC STARTERS CLASS 14 Page 2 ' NON-REVERSING ACROSS-THE-LINE Dual-Voltage/Frequency Coil- Furnas starters are sup• plied as standard with dual-voltage, dual frequency coils. Designed to operate on either 50 or 60 cycles, these coils are rated 110/220V or 220/440V. A 110/220V coil F� ' wired to operate on 220V may be switched to 110V operation by changing coil jumpers. The label and color of encapsulation indicate the rating of coil. Single voltage v coils can be substituted for dual voltage coils. ' Molded Arc Box (Contact Block) Class 14 arc boxes are lnnev./as Vertical-Bh molded from rugged thermosetting materials to resist arc tracking and the stresses of heat and severe impact. Deal-voltage, Deal-frequency coils Silver-Cadmium Oxide Contacts- Furnas starters have silver-cadmium oxide contacts, a material having high " `a conductivity and superior resistance to welding and arc erosion. Double-break contacts with large surface areas ' reduce resistance and heat. They are self-cleaning and p0 require no maintenance. Accessibility-Parts may be removed from the starter without dismantling, disconnecting line or load wires and without taking the control from the enclosure. Front- t"nev,/aa ve,nc,bllFr accessible, pressure type electrical connectors are used Rugged, Molded Arc Box Covers throughout. Accessories-All starters can be modified at the factory or in the field with a complete range of accessories. SOLENOID CHARACTERISTICS Auxiliary equipment includes push buttons, selector Average Values at 60 H2 switches, pilot lights, auxiliary electrical interlocks and DC ' rectifiers and coils. s[a. inrush Normal Controller or Wath Volts (open Magnet) (Saalad Magner) 1 Overload Relays.--The standard melting alloy and op. class A,npa VA Amps VA tional bimetal overload relay are offered. The latter is available in temperature compensated and non-compen- 24 9.08 1.04 sated styles. Beginning with Size 41/2, Furnas magnetic 00 120 1.82 .21 starters are equipped with current transformers so that thru 8.6 2:0 .91 218 .105 25 Size 1 overload relays can be used. Bimetal relays, ad. 21/2 480 .45 .052 justable to manual or automatic reset, can be furnished 575 .38 .043 with standard or quick-trip heater elements. 110 4.0 .41 Enclosures-Class 14 magnetic starters can be provided - ;. 3 t8 440 0 440 .j0 45 in NEMA enclosures: NEMA 1 General Purpose, NEMA 550 0.8 .10 08 3 (3R) Weatherproof, NEMA 4 Watertight (enameled and stainless steel), NEMA 7 Hazardous Gas Locations, NEMA p 110 8.7 .68 9 Hazardous Dust Locations, and NEMA 12 industrial Oil 31h, 4 22 220 4.35 957 '30 75 ' Tight. 440 2.17 .17 550 1.74 .14 l 110 13.8 1.04 SIZE 00 THRU 21/2 STARTERS220 6.9 .52 4th, 5 48 440 3.45 1516 .26 116 Furnas Electric Innova/45 magnetic starters, have signif- 550 2.76 .21 icant new design features. Straight thru wiring, gravity dropout, faster arc-quenching, quick-change coils and self- 220 1.5 .25 aligning magnets are some of these features. 6 40 440 .75 350 .13 60 Straight-thru Wiring-Clearly marked and easily acces- it 550 .60 .11 ' sible line terminals are located on top and load terminals are at the bottom of the unit. Two snap clips release the arc box cover for easy and immediate access to both the 45 Degree, Wed e•action -The stationary and movable contacts. s 9 45-degree, wedge action contact configuration on size 1, 13/., 2 and 21,12 starters ' (gravity Dropout-Gravity dropout contact breaking is reduces tracking and provides faster arc-quenching. The spring assisted and does not depend on bell cranks or resulting self-cleaning and reduced contact bounce mean other mechanical linkages subject to failure, repair or re- cooler operation and longer life for the silver-cadmium placement. oxide contacts. Furnas Electric Company- Batavia, Illinois ' a 2B-4 ' • WATER 3 WASTEWATER PUMPS • TREATMENT EOUIPMENT eaaot:Z;;2 • CONTROLS ' ENGINEERS • MANUFACTURERS DISTRIBUTORS ' 1,eatures OPERATING POSITION OF SWITCH IN WATER Steel tube mercury switch sealed Maximum Temperature of liquids in vinyl ball with polyvrethene 150° F. Not recommended for foam resin. Will take consider- use in strong acids or crude oil. able shock without damage. No glass to break as found in other • rCOATED STEEL ��� switches. WEIGHT HOLDS A,:';yc iv.a s,;', Control cord Is SJOWA or SO .CONTROLIN.SET_v_..f4�5m :`1 • for better flexibility and more -POSITION 1A SUMF! :'z..r - resistance to oil. For use in sewage water and • ±TYPE SJOW-Ar <» �[ many other liquids where level • jJEOPREI ti tix_ control is required. POWER CORD�"gt .�, �, Standard cord length is 15 ff. • Lon ger cords an application. 1 MERCURY TUBE SWI,TCX .ENCAPSULATED WITH Complete switch assembly is • ;.URETHANE RESIN"` non-toxic. Can be used for level ' Ilhl VINYL BALL - - control in tanks and sumps con- Positive leak proof seal on cord Paining drinking wafer. and mercury switch. ,r How Controls Are Used To Operate ' Single And Duplex Pump Systems 1 Two controls are used to control single pump. For pump up or tank fill service, all are RED, For sump emptying service, upper control starts except high water olorm control and this would pump and lower control stops pump. For duplex require a BLUE CONTROL. pump systems, a third control is used as over- Pump control must operate through a lock in ride to start second pump if level continues to rise in sump. A fourth control is used if olorm relay or be wired through auxiliary confect on lmagnetic starter. Alarm controls do not require level is required. All controls are BLUE MODEL hold in relays. #1900. If low alarm level is required a RED MODEL #1901 control is used. Designed for over one million operations. ' Specifications MERCURY SWITCH — Steel tube houses mer- MOUNTING BRACKET — Special bracket to cury and contacts. Contact is through mercury support 1 - 2- 3 or 4 controls con be furnished. to mercury. No mechanical contacts. Made for mounting to pipe or sump wall. SWITCH RATING — 20 amps @ 120 volts, 16 BLUE CONTROLS — With normally open con- amps @ 240 volts, 10 amps @ 480 volts AC, tocts for pump down service. .Model #1900. 10 amps @ 220 volts DC, and 8 amps @ 240 volts DC. RED CONTROLS — With normally closed con- tocts for pump up service. Model #1901. POWER CORD — Type SJOW-A for 300 volt max. and SO for 600 volt max. Cord supports MERCURY TUBE SWITCH & CORD — Sealed ' control at proper height in sump to tank. Stand- in vinyl ball with leak proof polyurethane resin. and cord length 15 ft. Longer cord available. Switch has been tested submerged in salt water 1000 ft. maximum. for thousands of hours with no sign of leakage. ' 905 Placer Blvd. Rocklin, California 95677 SE I KULb Moisture ' _ iN1ERNAL I OUTLINE DIAGRAM OF OFEN CONTROL WIRING DIAGRA'A 3 KEYHOLES FOR S12E 6 MOUNTING SCREE+'S � ) Ell 0 0! e0 (1 n 0r r0 ------------- Ht-1/s CONTACT CONFIGU. RATION G IS SHOWN GENERAL circuited electrode circuit, (b) Volt-amperes: 6 volt. amperes with short circuited electrode circuit. Series 1 controls are simple, inexpensive, industrial Sensitivity: See table at bottom of right hand column. type, low sensitivity, two and three pole, transformer/ relay combinations with high contact ratings. They are Shunt Capacitance Tolerance: The maximum allowable suitable for use with acids and alkalis, brine, ordinary distributed capacitance placed across terminal pair and carbonated water, process steam condensate, 9.10 by the control-lo-elect rode(&) conducior(s) and sewage, industrial wastes, and other solutions of less ground is related to the secondary voltage as follows: ' than 20,000 ohm-centimeters specific resistance. The 4.0 mfd of 25 volts, 0.4 mfd of 75 volts, 0.1 mfd at controls are generally intended to be used with elec- 150 volts, 0.025 mfd at 300 volts and 0.0075 mfd at 4rodes which are mounted inside closed vessels. Do not 500 volts. With thermoplastic insulated wires in dry use Series 1 controls if the e!ecircdes ore exposed to melollic conduit the limiting control-to-electrodes) personal contact crd/cr situated in a potentially ex- distances are as follows for differential level service plosive oimcsphere. Use Series 2 controls in the fcrrr.er applications: 75,000 feet at 25 volts, 7,500 feet at 75 case, Series 7 controls in the layer case. volts, 1,750 feet at 150 volts, 500 feet at 300 veHs and 150 feet at 500 volts. Those distances may be SFEC!FICAilONS doubled for single level service applications. 1 b ,Stole: High strength, diecest, aluminum alloy. Spacings: For 600 volts. 1/2 inch creepage across sur- Three dimpled keyholes for size 6 mounting screws. faces. 3/8 inch through air. ' Coils: Wound on nylon bobbins. Epoxy encapsulated. Temperature: Minus 30 to plus 130 degrees F. ambient. Contact Design: 2PST and 3FST bridge type double Terminals: Size 8 pan head screws with captivated break in oil possible combinations of normally open Wire clomping plate. Numbered 1 to 10 for identifi- and normally closed. Fully enclosed. Bvitons are 1/4 colion. Located on front of control for accessibility. ' inch diameter silver cadmium oxide. U/L and CSA: See U/L Guide Nos. 167 E7 and MBPR2, Contact Ratings: (a) Current: 16 amperes of 115 volts File MP1430. See CSA Guide 184-N•13.90, File 11644. A.C. cnd 8 amperes at 230 volts A.C., (b) Horsepower: ' 1 horsepower at 1)5 and 230 volts A.C., (c) Pilot duty: SECONDARY VOLTAGES FOR VARIOUS LIQUIDS 775 volt-amperes at 115 and 230 volts A.C. and 250 a SECONDARY volt-amperes at 460 volts A.C. * LIQUID SENSITIVITY VOLTAGE Identificotiom By the use of a component number on IN OHMS a data label affixed to the control. See component Metallic circuits. SO 25 number formula on lower portion of page B. Brine, milk, cleoning and plot. Mode of Operation: Direct only. Contacts assume nor- ing solutions. Sea water. d50 75 ' mal positions with open electrode circuit. Normally Concentrated and dilute acids open contacts close and normally closed contacts open and alkalis. 1,500 150 with closed electrode circuit. See diagrams relating Medium and hord woter from contact action to liquid level on pages 9 and 10. lakes, rivers, storm runoff, Molded Structural Parts: High mechanical and dielec- wells and municipal water 7,OOD 300 trio strength, dimensionolly stable, orc resistant, Cher- systems. Water soluble oils. mosetting phenolic. I Sewage. Industriol wastes. Primary (A.C. Supply Line): (a) Voltages: 115, 230, 460 Soft water from wells. Process 20,000 500 and 575 nominal, plus 10% minus 15%, (b) Frequency: steam condenso+e. 50/60 Hertz, (c) Power: 4 watts with short circuited * Inquire for secondary voltages of unlisted liquids. 1 ode circuit, (d) Volt-amperes: 15 volt-amperes . For liquids of known specific resistance use a con. t short circuited electrode circuit. - lrol wish that secondary voltage which provides a Secondary (In Electrode Circuit): (a) Voltages: 25, 75, sensitivity, in ohms, greater than end closest to the IF 150, 300 and 500 volts A.C. RMS nominal with ooen specific resistance, in ohm-ce ntime lets. ' CHARLES F. WARRICK CO., 1964 W. ELEVEN MILE RD., BERKLEY, MICH. 48072 ' PRINCIPLE OF OPERATION 1 The following description pertains exclusively to Series I controls. Although ' internal operation of Series 2 controls is considerably different, system struc- ture is identical insofar as the use of electrodes, to sense liquid level and pro- FIGURE 1 r sent a change of resistance to the control, is concerned. INTERNAL WIRING ' The operation of controlling liquid levels by means of electrodes is simple, accurate and positive. A combination of a matched transformer and relay, integrally mounted on a common baseplate and connected to one or moreIy� insulated electrodes positioned to contact the liquid surface at predetermined levels, actuates the opening and closing of contacts on the relay. The contacts may be used to directly energize and deenergize any electrical load which does not exceed the contact ratings, ❑ Figure 1 shows the internal wiring of the control. The transformer primary coil is connected across terminal pair 1.2. A series circuit, consisting of the transformer secondary coil and relay coil, is connected across terminal pair 9-10.Terminal pairs 3.4, 5.6 and 7.8 are connected to the contacts on the relay. Although a 3-pole relay with one normally closed and two normally open FIGURE 2 contacts is illustrated, 2PST and 3PST controls with all possible combinations SINGLE LEVEL SERVICE of normally open and normally closed contacts are available. Figure 2 shows the external connections needed to obtain single level ser- ix"' vice. It is assumed the vessel is constructed metal. If the vessel is not dl�J lJ electrical conductor, terminal 9 must be connected to on additional electrode de of a length equal to, or longer than, the electrode connected to terminal 10. No connections ore shown to terminal pairs 3.4, 5.6 and 7-8. It is assumed one -0 or more of those contacts are connected into electrical load circuits as required. The electrode circuit is a simple. series circuit which embraces the trans. former secondary coil, relay coil, electrode, liquid and metallic vessel. When ' the liquid is below the electrode tip the electrode circuit is open. No current flows in the circuit so the relay coil is deenergized. When the liquid is at or ` above the electrode tip the electrode circuit is closed via an electrically concivc- live path through the liquid from the electrode to the vessel. The relay coil is energized and the relay contacts transfer position. Thus, it is evident the liquid acts as a switch in the electrode circuit and the relay, with its contacts, responds 10 the level of the liquid in relation to the electrode. Normally closed contacts are-closed and normally open contacts are open when the level is - below the electrode. Normally closed contacts are open and normally open contacts are closed when the electrode is immersed. Therefore, a normally closed contact is used for high level cvloff and low level alarm functions, and a normally open contact is employed for high level alarm and low level cutoff FIGURE 3 . functions. DIFFERENTIAL / The arrangement just described is known as single level service because LEVEL SERVICE the contacts transfer position at the some single elevation for both rising and Oe lowering levels. While this scheme is satisfactory for many uses, it is unsvit. +c able for pumping applications.sl. Ina pumping application it is desirable ti start l.A.l.AI the pump of one level and stop it at another level. This type of operation is , s known as differential level service because the contracts transfer position at one elevation as the level rises and then transfer again at a lower, different Q� �. elevation as the level recedes. This is achieved by "sealing" or "holding" the M electrode circuit closed by the use of an additional longer electrode connected u 71-0 to the shorter electrode through a normally open contact on the relay. See s Figure 3. The relay energizes when the level rises to the short electrode, but does not deenergize until the level recedes below the long electrode. Contact , 3.4 is employed for pump up operation, where the pump motor must be ' energized at a low level and deenergized at some higher level. Contact 5-6 is used for pump dov+n-opera tion, where the pump motor must be energized at a high level and deenergized at some lower level. Other schemes of operation ore possible. Among these are high level lockin and low level lockout wherein the relay is first functioned by a change in the electrode/level relation and is subsequently returned to its initial con- dition by manual actuation of a pvshbution reset switch. 1 ' Cramer ELAPSED TIME INDICATORS lob 40 Y rueH-W TTOM Wa IItlhe•R11IOMASLs ' llgigTTASLs _e fmP►et, top qualltY elapsed time ladtestore for LIS /conventional thutypalawheai reset. Non-resaUable N oc teat and reeordlnj equipment, for regia- idle regfater elapsed time up to 11111.1 In pals[ production tlm• for Implementing an mtaut" or boutii. Gear and pinion type I' dia. .orient preventive maintenance program, or counter wheels Dave large, easy-toresd num• for any other appUcation where the function to bers. Whole number, are white against blaek !a measured can be related to time. Units are background, decimal number Is black on white equipped with II5V, e0 Hs, permanent maj• background. High fns t black styrene beaming set motor for *%7tlonal accuracy—plus or with molded-on rounq or square Miele ffaeft}— minus 50 mhlltaeco a per start or stop, 1009L except No. eX1N i t model has NEMA elan :tae running at normal frequency. Resettablts dard rouged and aq a detachable bagels. Can. yodels register elapsed time u%� t0 1111.1 In llnuous Vy pyele. Include n ga, wire leads, e' oconde or hours, also have a puse►•button wet IonL. fa dia. hole, hardware In- which a faster and more reliable than the ' clu�d. UL IULed INK. Cramer bread. 1 1 , 1 10 11 °® Series Lighting Fixtures, Incandescent -nc(osed and Gasketed (Vaportight) Accessories and Replacement Parts Fixture Breakdown Fixture Bodies ' Fixture bodies contain lamp receptacle and are threaded to accept globes, guards and other acces- sories. These fixture bodies are mounted directly to ' V Series splice boxes. They may be mounted to VJ r Series or other 4" outlet boxes with the use Of the appropriate adapter plate. Each fixture body is sup- 1-1 MOUNTING SPLICE BOX plied with gaskets. =s 1 FIXTURE BODY f 100 200 Soo FIXTURE CATALOG TYPE NUMBER too VFC.100 200 VFC.200 PRO GLOBE 500 VFC.500 ' Gaskets For Fixture Bodies BODY TO SPLICE BOX CATALOG NUMBERS FIXTURE CATALOG TYPE NUMBER 100 VTG REFLECTOR MP 200 VTG LAMP SGG VTG RECEPTACLE GASKET .. —�� 100 VTRG 200 VTRG ' 500 YRMOAG{VTG500 ' j•� ', '. { GUARD GLOBE GASKET J4 ` 100 NONE REOUIREO .' 200 YTGG -+vyR 500 VTOG500 ' Adapter Mounting Plates .4 ASSEMBLED FIXTURE VFP VFPS Adapts fixture body t0 Adapts fixture body to •.7 VJ or 4" splice boxes. 4" square outlet boxes ' 1 Supplied with gasket. and 31/." or 4" octagon j boxes. Supplied with gasket. ' KILLARK ELECTRIC MANUFACTURING COMPAN`FACTURING COMPANY St. Louis. Missouri 63113 FIII AMR •g1A4a • WATER & WASTEWATER PUMPS • TREATMENT EOUIPMENT -� • CONTROLS ENGINEERS • MANUFACTURERS DISTRIBUTORS ' LIMITED WARRANTY ' Aqua Engineering Co.,Inc.warrants products of its manufacture against defective workman- ship and materials for a period of one year after date of installation or eighteen months from ' date of manufacture, whichever date occurs first. All purchased equipment (equipment not manufactured by Aqua), is warranted only for the period, and to the extent of the original manufacturer's warranty, and is subject to all of the ' terms and conditions of such warranty. Any unauthorized modification to the product voids this warranty. ` The Company's obligation under this warranty is limited to furnishing or replacing any part found to be defective as a result of workmanship or materials.The Company reserves the right to have the defective part returned at the expense of the user in order to establish the claim.All parts will be shipped F.O.B. factory. ' Aqua Engineering may elect to do or authorize field repair on its products.Any work done by others without the written consent of Aqua will void the warranty; furthermore, Aqua will assume no responsibility for its cost, or any consequential costs or damages. tThe warranties herein are expressed and separate, as printed on the face hereof. The Com- pany makes no additional warranties,expressed or implied,of merchantability orfitness,and ' assumes no liability for incidental or consequential damages which may result from the use or misuse of its products. AQUA ENGINEERING CO., INC. 905 PLACER BLVD. ' ROCKLIN. CALIFORNIA 95677 (916) 645-8122 3-ZI.s1 F� -::s .mow. ��ti �n � :- �. fi�- }F„ {"z• ' AQUA ENGINEERING facilities - Rocklin, CA Assembly area of stations and automatic of which 12,000 sq. ft. area is devoted to controls. Not shown are blasting and epoxy product assembly and testing. coating areas. 4. Four AQUALIFT submersible sewage stations AQUALIFT dry pit sewage station and en- ready for shipping. trance tube loaded for shipping. 1 - QUATROL custom designed and built con- AQUATROL standard, free-standing control trol centers, including emergency power, auto- panels for outdoor installation, with recep- matic transfer switch, radio or telephone te- tacles for portable generator power, various ' lemetry, flow and level meters, etc.... options available.