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1981-1103_THOMPSON , KEN_Contract10876 r * BK 14286PO 726 RECORDED AT THE REQUEST OF AND RETURN TO: City of San Juan Capistrano Office of the City Clerk 32400 Paseo Adelanto San Juan Capistrano, CA 92675 MC2 RECORDING FEES EXEMPT DUE TO GOVERNMENT CODE SECTION 6103 NOTICE OF COMPLETION Mary Ananovelr, City Clerk City o San Juan Capistrano, CA NOTICE IS HEREBY GIVEN that a contract was heretofore awarded by the City Council of the City of San Juan Capistrano, California, to Ken Thompson, Inc., 8851 Watson, Cypress, California, 90630, for the performance of the following work: COMPLETION OF THE CAMINO DEL AVION STORM DRAIN, PHASE III That said work was completed by said company according to plans and specifications and to the satisfaction of the City Engineer of the City of San Juan Capistrano, and that said work was accepted by the City Council of the City of San Juan Capistrano, at a regular meeting thereof held on the 3rd day of November 1981 , by Resolution No. g1-11-3-1 That upon said contract the United Pacific Insurance Company was surety for the bonds given by the said company as required by law. Dated at San Juan Capistrano, California, this 4th day of November , 1981 ary Annnever, City Clerk of the City of San Juan Capistrano STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss CITY OF SAN JUAN CAPISTRANO ) I, MARY ANN HANOVER, the duly appointed and qualified City Clerk of the City Council of the City of San Juan Capistrano, California, do hereby certify under penalty of perjury that the foregoing NOTICE OF COMPLETION is true and correct, and that said NOTICE OF COMPLETION was duly and regularly ordered to be recorded in the Office of the Orange County Recorder by said City Council. Dated at San Juan Capistrano this 4th day of November , 19 81. -1140 AM rA (SEAL) Mary Ann o er,"Ci y Clerk of 1A San Juan apistrano WN 10'81 0 CONTRACT 0 CITY COPY This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as City and KEN THOMPSON. INC. 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 Affi- davit, the Designation of Sub -Contractors, the Contract which is prepared for execution by the City and the Contractor, plans, specifications and special provisions, contract bonds, resolu- tions adopted by the City Council pertaining to the work, in- surance 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 neces- sary to perform and complete in good and workmanlike manner the construction of CAMINO DEL AVION STORM DRAIN, PHASE III in strict confor- mity with the Plans, Specifications and all other contract docu- ments, 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. -16- YOURTII. 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 im- practicable and extremely difficult to fix the actual amount of damages, and loss sustained by City, should CONTRACTOR fail to complete the work in the specified time; therefore, CONTRACTOR shall pay City, as liquidated damages, not in the nature of a penalty, one hundred dollars ($100) a 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 con- tract and guaranteeing payment of all labor and material used under this contract, as required by the laws of the State of Cali- fornia, on forms approved by City. The Performance Bond shall be for an amount of one hundred percent (1000) of the amount of this contract and shall be conditioned on full and complete per- formance of the contract, guaranteeing the work against faulty workmanship and materials for a period of one (1) year after com- pletion 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 incidential to the work covered by this contract. CONTRACTOR agrees to furnish the bonds on the forms found within the Specifications. SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor Code of the State of California, copies of the pre- vailing rate of per diem waces, 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 -17- 0 0 AGENDA ITEM November 3, 1981 TO: Stephen B. Julian, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Resolution, Notice of Completion and Final Report - Camino del Avion Storm Drain Phase III (Ken Thompson, Inc.) SITUATION The final phase of the Camino del Avion Storm Drain is completed and ready for acceptance by the City Council and recordation of a Notice of Completion with the County Recorder. FINANCIAL CONSIDERATIONS The current payment status is as follows: Total Project Cost $388,884.82 Loss 10% Retention - 38,888.48 Total Due to Date 349,996.34 Previous Payments _ 318,329.79 Amount Due 31,666.55 There is $420,000 in the 1981-82 Capital Project budget for Phase III of the Camino del Avion Storm Drain. ALTERNATE ACTIONS 1. Accept the improvements. 2. Do not accept the improvements. 3. Refer to Staff for more information. RECOMMENDATION 13y motion, determine that the work has been completed and declare the work to be accepted. Direct that within ten (10) days from the date of acceptance, a Notice of Completion be filed with the County Recorder. The total amount of work performed under this contract is $338,884.82. Authorize Staff to release the 10% retention thirty-five (35) days after recordation of the Notice of Completion. Respectfully submitted, W. D. Mup y WDM:MG/nep AGENDA .. RESOLUTION NO. 91-11-3-1 COMPLETION OF PHASE III - CAMINO DEL AVION STORM DRAIN A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, DECLARING WORK TO BE COMPLETED AS TO PLANS AND SPECIFICATIONS FOR THE CONSTRUCTION OF PHASE III OF THE CAMINO DEL AVION STORM DRAIN WHEREAS, on the 7th day of July, 1981, the City of San Juan Capistrano entered into a contract with Ken Thompson, Inc., for the construction of the Camino Del Avion Storm Drain, Phase III; and, WHEREAS, the Director of Public Works has evaluated the final quantities and cost figures and recommends approval. NOW, THEREFORE, the City Council of the City of San Juan Capistrano does resolve 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 $388,884.82. SECTION 3. That the work is hereby accepted and approved. • SECTION 4. It is further ordered that a "Notice of Completion' b� e recorded, on behalf of the City, in the office of the County Recorder of the County of Orange within ten (10) days of the date of this Resolution. PASSED, APPROVED AND ADOPTED this 3rd day of Ngvember , 1981 , by the following vote, to wit: AYES: Councilmen Friess, Buchheim, Bland, Hausdorfer and Mayor Schwartze NOES: None ABSENT: None PHILLIP R. SCHWARTZE, MAYOR ATTEST: did= t9�171,�. -1- • STATE OF CALIFOR� ) • COUNTY OF ORANGE ) ss. CITY OF SAN JUAN CAPISTRANO ) I, MARY ANN HANOVER, City Clerk of the City of San Juan Capistrano, California, DO HEREBY CERTIFY that the foregoing is a true and correct copy of Resolution No. R1-11-3-1 , adopted by the City Council of the City of San Juan Capistrano, California, at a regular meeting thereof held on the 3rd day of Mnvamhar , 19R1 l l f (SEAL) -t MARY ANI/ ANOV R, CITY CLERK -2- • AGENDA ITEM October 6, 1981 L TO: Stephen B. Julian, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Approval of Change Order No. 1 - Camino Del Avion Storm Drain, Phase III (Ken Thompson, Inc.) SITUATION On September 26, 1981, Mr. Charles Vermeulen requested the City to remove approximately 150 feet of cast in place pipe behind his market because he felt the projecting pipe would interfere with his unloading area. This was done and new pipe laid at an adjusted grade. On September 10th the contractor was sent back in to regrade along the property line between the school and Kinoshita Farms. Mr. Kinoshita required a drainage swale to intercept potentially harmful water runoff from the school. In order to continue operations it was necessary to add temporary fencing and gates for both property owners. FINANCIAL CONSIDERATIONS The cost of this extra work is $10,431.58. The original contract is $349,408.05 with a budget of $420,000. ALTERNATE ACTIONS 1. Approve the change order. 2. Do not approve the change order. 3. Refer to staff for more information. RECOMMENDATION By motion, approve Contract Change Order No. 1 for the Del Avion Storm Drain Phase III, in the amount of $10,431.58. Respectfully submitted, Mu Y 1 WDM:MG/rem FOR CITY COUNCIL AGENDA q..... . E/d CONTRACT.C1ANGE ORDLR • Change Order No. 1 Beginning Coctrac Oate Decrease In 7/22/81 - Date' September 17, 1981 Contract Amo.mt $349,408.05 Contract Price Project No. 06-4706-504 Previous Change Orders $ -0- Remove 150' 54" cast in place pipe behind Vermuelens Store (8/26/81) Location Del Avion Storm Drain This Change Order $ 10,431.58 Phase III (Ken Thompson, Inc.) Adjusted Contract $_359,839.63 Item Decrease In Increase In No. Description of Changes Contract Price Contract Price 1. Remove 150' 54" cast in place pipe behind Vermuelens Store (8/26/81) $4,633.05 2 Grade Road and Drainage ditch on Kinoshita Property Line (9/10/81 through' 9/14/81) 4,999.74 3 Additional Temporary Fencing and Gates 798.79 Change In Contract Price Due to This Change Order $ $ 10,431.58 Net Change In Contract Price $ $ 10,431.58 TIME SCHEDULE: Total Contract Days Amount Prior C.O.(s) Amount This C.O. Adjusted Contract Days Neq Date of Completion ACCEPTANCE: Accepted by: Recommended by: Approved by: DATE: °J •ZI.8( E 0 2. LETTER DATED JUNE 11, 1981! REQUEST FOR CORRECTIONS - CAMINO DEL AVION STORM DRAIN (KINOSHITA) �76) Written Communications: 80) Letter dated July 11, 1981, from Shigeru Kinoshita, Kinoshita Farms, P. O. Box 201, requesting correction of deficiencies in the Camino del Avion Storm Drain between Del Amo Street and Marco Forster Junior High School. There was a concurrence of Council that the request be referred to the Director of Public Works for reply. 0 2. AWARD OF CONTRACT - CAMINO DEL AVION STORM DRAIN PHASE III (38) Written Communications: ,(80) Report dated July 7, 1981, from the Director of Public Works forwarding the results of bids received on May 5, 1981, for construction of the Camino del Avion Storm Drain, Phase III. Award of.Contract: It was moved by Councilman Hausdorfer, seconded by Council- man Socbheim and unanimously carried to award the Contract to Ken Thompson, Inc., 8851 Watson, Cypress 90630, in the amount of $349,408.05 from the Agriculture Preservation Fund, and to reject all other bids received. The Mayor and the City Clerk were authorized to execute the contract on behalf of the City. -11- 7/7/81 0 0 AGENDA ITEM July 7, 1981 TO: Stephen B. Julian, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Award of Contract - Camino Del Avion Storm Drain, Phase III SITUATION On May 5, 1981 the City Council called for bids for the final phase of the Del Avion Storm Drain. There are two alternates; Alternate A is for reinforced concrete pipe (RCP), and Alternate B is for cast in place pipe (CIPP.) The following bids were received: Contractor ALTERNATE "A" ALTERNATE "B" Ken Thompson, Inc. - $349,408.05 Prkacin Company - 369,840.00 Cappello Construction - 397,310.00 Albert W. Davies, Inc. $427,208.00 - Sully Miller Contracting - 429,600.00 Mike Prlich & Sons 444,456.00 - Irvine Pipeline Co. 446,263.00 - J. D. Stine Construction 458,260.00 - Poss Construction 499,999.99 473,605.00 G. R. Frost, Inc. 643,800.00 - G. B. Cook, Inc. 655,201.00 - Colich & Sons 713,250.00 - Fred Weisz & Associates 835,624.00 - FINANCIAL CONSIDERATIONS The Engineer's estimate for Alternates A and B was $480,000 and $420,000 respectively. The low bid was that of Ken Thompson, Inc. in the amount of $349,408.05 for CIPP (Alternate "B".) Council authorized the transfer of funds from the Agricultural Preservation Fund to the Drainage Fund for this project on May 5, 1981. ALTERNATE ACTIONS 1. Accept the low bid for Alternate "B" of $349,408.05 with the Ken Thompson, Inc. 2. Accept the low bid for Alternate "A" of $427,208.00 with the Albert B. Davies Company. 3. Reject all bids. 4. Refer to staff for additional information. FOR CITY COUNCIL, AGENDA .(... TZ Award of Contract - -2- July 7, 1981 Del Avion Storm Drain, Phase III RECOMMENDATION By motion, accept the low bid for Alternate "B" in the amount of $349,408.05 from the Ken Thompson, Inc. for the construction of Phase III of the Camino Del Avion Storm Drain, and authorize the Mayor and City Clerk to execute the document on behalf of the City. Respectfully submitted, bw 9 W. D. Murphy WDM:MG/rem 9 9 4. APPROVAL OF ACRF.F.MENTS FOR ACQUISITION OF STORM DRAIN RIGHT-OF-WAY (KINOSHITA AND VERMEULEN) (80) It was moved by Councilman Friess, seconded by Council - (68) man Hausdorfer and unanimously carried to approve Agreements with Shigeru Kinoshita and Charles Vermeulen for acquisition of storm drain right-of-way, and to authorize the Mayor and City Clerk to execute the Agreements on behalf of the City. S/s/S1 32400 PASEO ADELANTO SAN JUAN CAPISTRANO, CALIFORNIA 92675 PHONE 493.1171 y y July 23, 1981 Shigeru Kinoshita Kinoshita Farms, Inc. P. O. Box 201 San Juan Capistrano, California 92675 Re: Agreement - Drainage Easement, Kinoshita Properties Camino Del Avion Storm Drain - Phase III Dear Mr, Kinoshita: At their meeting of May 5, 1981, the City Council took action to approve the Agreement for acquisition of a drainage easement/Camino Del Avion Storm Drain, Phase III. Enclosed is a fully executed copy of this Agreement for your files. The original Agreement and Easement Deed have been forwarded to the County Recorder for recordation. If you have any questions, please do not hesitate to give me call. Very truly yours, i MARY ANN HANOVER, CMC City Clerk MAH:ol Enclosure cc: Director of Public Works Director of Administrative Services • .RECORDED AT REQUEST OF, AND RECORDING FR EXEMPT DUE TO RETURN T0: GOVERNMENT CODE SECTION 6103 CITY OF SAN JUAN CAPISTRANO CITY CLERK'S DEPARTMENT 32400 PASEO ADELANTO MARY ANN HANOVER, CITY CLERK SAN JUAN CAPISTRANO, CA 92675 SAN JUAN 'CAPISTRANO, CALIFORNIA AGREEMENT FOR ACQUISITION OF DP.AINAGE EAS?:74^NT - KINOSIIITA PROPERTIES - CAMINO DEL AVION STORM DRAIN PHASE III THIS AGREEMENT for the acquisition of easements for the Del Avion Storm Drain, Phase III is made as of this 5th day of Mav 1981, by and between the City of San Juan Capistrano, hereinafter called "CITY", and Kinoshita Properties, a California Partnership, hereinafter called "OWNER." W I T N E S S E T H: WHEREAS, the CITY requires an easement for the construction and installation of a drainage facility over, under, and across a portion of OWNER'S property described in Exhibit A. attached hereto; and WHEREAS, OWNER is willing to grant easements for the construction, installation and maintenance of such drainage facility. NOW, THEREFORE IN CONSIDERATION of these premises CITY. and OWNER agree as follows: 1. CITY shall, at its sole cost and expense, construct a drainage facility on OWNER'S property as shown on the plans and in the specifications for the Del Avion Storm Drain,, Phase III. 2. OWNER shall grant to the CITY a perpetual easement for drainage purposes as described in Exhibit A. 3. OWNER shall grant to the CITY a temporary easement for storm drain construction purposes as described in Exhibit B for the period of construction. 4. CITY shall cause the contractor to restore the easement to the original grade, free of debris and construction materials. S. CITY shall, upon execution of this agreement, pay the OWNER the sum of $30,000 as compensation for any and all crop loss and damage to the soil structure by construction activities. 6. CITY shall cause a temporary five (5) foot chain link fence to be erected during the period of construction, along the temporary easement. 7. The CITY shall cause the contractor to set the manholes at an elevation not to interfere with future operations of the OWNER. B. CITY shall cause the contractor to place material excavated from the pipeline construction in a roadway area approximately 250 feet long and 10 feet wide to the satisfaction of the OWNER. 9. upon completion of the project a three inch PVC water line shall be placed within the 15 foot permanent easement. 10. CITY shall cause the contractor to exercise diligence to protect all irrigation lines. 11. CITY shall cause its best efforts to insure that no shutdown is required in excess of 24 hours. 12. Nothing herein contained shall prevent the OWNER from claiming injury or damages to his crops which may arise from lack of irrigation water caused by CITY. IN WITNESS whereof the parties hereto have executed this agreement as of the date first above written. CITY OF SAN JUAN CAPISTRANO ATTEST: A-9- Ire /.�(✓��y(� PHILL R. SCHWARTZE, MA R MARY ANIj �iANOVER, CITY CLERK KINOSHITA PROPERTIES, a - California Partnership BYC�eY_ SHI, RU KI OSHITA APPROVED AS TOO FORM: aMES S. OKAZAKI, CITY ATTORNEY –2- 0 F, Recorded at the request of, and return to: CITY CLERK'S OFFICE City of San Juan Capistrano 32400 Pasco Adcfanto San Juan Capistrano. California 92675 0 EXHIBIT "A" Project No. Drain, Phase III Project: Del Avicn Stora Parcel No. 121-190-56 EASEMENT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged. IaNDSHITA pMpERrIES, a California P rtnerchiP J. hereby GRANT to the CITY OF SAN JUAN CAPISTRANO, a perpetual easement and right of way for storm drain - purposes in, on and over the real property in the City of San Juan Capistrano, County of Orange, State of California, described as: The t,,s arly 15 feet of that portion of Sections 11 and 12, SPS, RSW, SBB&M, per OR 3032-156 as divan on Record of Stavey 63=9, Miscellaneous "taps and Remz3s of Orange . Octmty, California. . W Recorded at the request of, and return to: CITY CLERK'S OFFICE (".try of San Juan C.tpistrano 32400 Pasco Adclanto San Juan Capistrano, California 92675 EXHIBIT "B" Project No. Project: Del Avian Stoan Drain Phase III Parcel No. 121-190-56 EASEMENT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, KnCSHTfA PROPER=, a California Partnership Jo hereby GRANT to the CITY OF SAN JUAN CAPISTRANO, a easement and right of way for $tarn[ drain nanstrueti.on purposes in, on and ovcrihereal property in the City of San Juan Capistrano, County of Orange, State of California, described as: The westerly 35 feet of that portion Of Sections 11 and 12 T8S, R8W, SBB&M Per OR 3032-156,as shown cn record of Survey 63-9, Miscellaneous Maps and retards of Orange County, California. aria easmamt will be considered vacated upon filing of a Notice of 0.aTletion for the project with the Optatty Recorder. - - )@ESHrM PRDPE1aTF5 . sp6mw KINomITA 1 i Ul% .;"// /(wvr �lr it ww r r 12600 PASEO ADELANTO SAN JUAN CAPISTRANO, CALIFORNIA 92675 PHONE 493A 171 July 22, 1981 Charles Vermeulen 11591 Cielo Place Santa Ana, California 92705 Re: Agreement - Camino Del Avion Storm Drain Dear Mr. Vermeulen: At their meeting of May 5, 1981, the City Council took action to approve the Agreement for Acquisition of Storm Drain Easement/Camino del Avion Storm Drain -Phase III. Enclosed is a fully executed copy of this Agreement for your files. The original Agreement and Easement Deeds have been forwarded to the County Recorder's Office for recordation. If you have any questions, please do not hesitate to give me a call. Very %trrul`y. yours, MARY ANN.JiANOVER, CMC City Clerk MAH:ol Enclosure cc: Director of Public Works hand delivered by Public Works Agreement for Acquisition of Storm Drain Easement Vermeulen Ranch/Camino del Avion Storm Drain -Phase III THIS AGREEMCNT for the acquisition of an easement for the Camino del Avion Storm Drain is made as of this 9th day of Ma 1981, by and between the City of San Juan Capistrano, ereinafter referred to as "CITY" and Charles I. Vermeulen Irene E. Vermeulen, hereinafter referred to as "OWNER." WITNESSETH WHEREAS, the CITY requires an easement for the construction and installation of a drainage facility over, under.and across a portion of OWNER'S property described in Exhibit A attached hereto and WHEREAS, OWNER is willing to grant easements for the construction, installation and maintenance of such drainage facility. NOW, THEREFORE, IN CONSIDERATION of the mutual promises hereinafter set forth, CITY and OWNER agree as follows: 1. CITY shall, at its sole cost and expense, construct a drainage facility on OWNER'S property as shown on the plans and in the specifications for the Del Avion Storm Drain, Phase III. .. . I . . , 2. OWNER agrees to grant to the CITY easements as shown on Exhibits A and B attached hereto, subject to the following terms and conditions: a. OWNER shall be permitted to rebuild approximately 400 square feet representing that portion of a storage building which OWNER was required to remove because of CITY'S construction activities. b. CITY shall cause all of the cement and debris placed In the old drainage ditch during the 1977 storms to be removed. c. CITY shall provide two (2) inlets in its newly constructed drainage facility to drain OWNER'S parking lot. d. If affected by the construction, CITY shall replace and/or relocate domestic water and sewer lines serving OWNER. e. The width of the permanent easement directly behind the existing market shall be 15 feet. f. CITY shall cause all construction activity to take place in such a manner as to provide OWNER with continuous access to the market.• T J s qyT a 0 0 g. All surplus dirt within the subject easements shall be made available for OWNER'S use. h. CITY shall, after installation of the drainage facility, construct asphalt concrete pavement as shown in Exhibit C. i. OWNER shall be included in all pre -construction conferences between the CITY and its contractors for the purpose of coordinating the phasing of construction with OWNER. J. CITY shall cause the pipe and appurtenant structures to be installed and covered within Zone 1, (as shown in Exhibit C) within six (6) working days. IN WITNESS whereof the parties hereto have executed this agreement as of the date first above written. CITY OF SAN JUAN CAPISTRANO ATTEST: PHILLI R. SCHWARTZE, MAY MARY ANNNO.. , UITY CLERK VERMEULEN RANCH APPROVED AS TO FORM: //JOE `5-^S+.-�OKAZAKI CITY ATTORNEY ,,CHARLES I. VEl)RP7EULEN �J .IRENE E. VERMEULEN RATE OF CALIFORNIA/ COUNTY OF_e? y Mnown re m. re ba IM penon�awhose nerve— ,.b¢Med n h.m+m and ednowledgetl ro me Iher.__ the WITNESS my hand and .0. 41 •r rhe �nigand, . Notary Py+li. in an, b OF'I_'AL SEAL GLAD IS L. YOUNG PR. -.'I ct OF: .. UE IN '-'^•+c Cow4r, My Commission Expires May 14, 1982 It (M-- (m oT Tel nabriel ml) Recorded at the request of, ,old return to: CITY CLE'RK'S OFFICE City of S:ut Juan Cal'istruto 32100 I'a,co Adrlanto Sall Juan Capistrano, California 92675 Project No. 06 4716 504 Project-. Del Avion Storm Drain, Phase III Parcel No. 121-182-16 EASEMENT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, CHARLES I. VERMEULEN AND IRENE E. VERMEULEN tem orgrp do hereby GRANT to the CITY OF SAN JUAN CAPISTRANO, a �gwRCIX casement and right of way for Storm drain construction purposes in, on and over the real property in the City of San Juan Capistrano, County of Orange, State of California, described as: Beginning in the Northwest corner of that portion of Sections 11 and 12, T8S R8W, SBB&M per OR 3032-156 as shown on Record of Survey 63-9, Miscellaneous Maps and Records of Orange County, California; thence N700021W 235.00 feet; thence N19058'E 30 feet; thence S70o02'E 235.00 feet; thence S19058'W 30 feet to the point of beginning. CHARLES I. VERMEULEN Recorded at the request if, and return bt: CITY CLEILK'S OFFICE City of San Juan Capistr:uu, 3211111 Paw,, Ad, Lmtu San Juan Capistrano, California 92675 0 Project No: 06-4716-504 Project: Del Avion Storm Drain Phase III Parcel No. 121-182-16 EASEMENT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, ��;� � a �� r a i •� is a do hereby GRANT to the CITY OF SAN JUAN CAPISTRANO, a perpetual casement and right of way for Storm brain purposes in, on and over the real property in the City of San Juan Capistrano, County of Orange, State of California, described as: Beginning at the mrthwest turner of that portion of Sections 11 and 12, TSS, RSW, SBB&M per OR 3032-156 as shown on Retard of Survey 63-9, Miscellaneous Maps and Reoords of Orange County, California; thence N70002'W 16.00 feet to the true point of beginning; thence N700021W 219.00 feet; thence N19058' E 30.00 feet; thenoe S70002'E 20 feet; thence S250021E 21.21 feet; thenoa S70002'E 184.00 feet; thence S19058'W 15 feet to the true point of beginning. r CBARLES I. VEFII4EULFN Tr. n..3_ PC IZi�GLLt�E;AE�iI' arr I EXECUTED IN DUPLICATE UNITED PAAIFIC ZNSIJRANC COMPANY HOME OFFICE, TACOMA, WASHINGTON Bond No. U 35 67 30 PERFORMANCE BOND Premium: $3,145.00 CALIFORNIA • PUBLIC CONTRACT KNOW ALL MEN BY THESE PRESENTS: That KEN THOMPSON, INC., P.O. BOX 749 Cypress, CA 90630 as Principal, and the UNITED PACIFIC INSURANCE COMPANY, a Washington corporation author- ized to execute bonds in the State of California, as Surety, are held and firmly bound unto CITY OF SAN JUAN CAPISTRANO as -Obligee, in the sum of THREE HUNDRED FORTY-NINE THOUSAND FOUR HUNDRED EIGHT AND 05/100 ------------------------------------------------ Dollars ($ 349,408.05--------- ) for which sum we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally by these presents. THE CONDITION of the above obligation is such that, Whereas the Principal has entered into a contract, dated July 7 , 19 81 , with the Obligee to do and perform the following work to -wit: Construdtion of Camino Del Avion Storm Drain, Phase III Now, THEREFORE, if the said Principal shall well and truly perform the work contracted to be performed under said contract, then this obligation shall be void; otherwise to remain in full force and effect. Signed and sealed this 17th day of July , 19 81 KE l_TROMP.SQC1..-hilk........................................ Jay ...................... (Seal) UNITE NSiI�NC MPANY Francis G. Jarv' Jr. , pnum dn.F.ot BDU-2801 CAL. - CONTRACT - PUBLIC - PERFORMANCE B-2035 ct M O F State of California ss: County of Orange On July 17 , 19 _81 , before me, the undersigned, a Notary Public in and for said County, personally appeared Fra nri c h ,larvi c Jr known to me to be the person whose name is subscribed to the within instrument as Attorney -in -Fact of UNITED PACIFIC INSURANCE COMPANY, and acknowledged to me that he subscribed the name of UNITED PACIFIC INSURANCE COMPANY, as Surety, and h j- own name as Attorney -in -Fact. OFFICIAL SEAL {� GLENNA L.BEARSS jjGEj NOTARY PUBLIC - CALIFORNIA PRINC ^AL OFFICE IN ORANGE COUNTY My Commission expires My Commission Exp. May 3, 1985 ly 1 p Notary Public m and for said County BDU-1818 ED. 3/72 (CALIF.) .t EXECUTED IN DUPLICATE • UNITED PACIFIC ITS CTRANCE HOME OFFICE, TACOMA, WASHINGTON LABOR AND MATERIAL BOND CALIFORNIA — PUBLIC CONTRACT COMPANY "17he Premium rnarged for this Bond is includ -I is that shorn on the Performance Bond." Bond No. U 35 67 30 KNOW ALL MEN BY THESE PRESENTS, that KEN THOMPSON, INC., P.O. BOX 749, Cypress, CA 90630 as Principal, and the UNITED PACIFIC INSURANCE COMPANY, a Washington corporation author- ized to execute bonds in the State of California, as Surety, are held and firmly bound unto CITY OF SAN JUAN CAPISTRANO as Obligee, in the sum of THREE HUNDRED FORTY-NINE THOUSAND FOUR HUNDRED EIGHT AND 05/100-------------------------------------------------- DoIlars($349,408.05--------? for which sum we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally by these presents. The Condition of the above obligation is such that, Whereas the Principal on the 7th day Of July 19 81 , entered into a contract with the Obligee for Construction of Camino Del Avion Storm Drain, Phase III NOW, THEREFORE, if the above -bounden Principal or his subcontractors fail to pay any of the persons named in Section 3181 of the Civil Code of the State of California, or amounts due under the Unemployment Insurance Code with respect to work or labor performed by any such claimant, 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 this bond, a reasonable attorney's fee, to be fixed by the court. This bond shall inure to the benefit of any and all persons entitled to file claims under Section 3181 of the Code of Civil Procedure, so as to give a right of action to them or their assigns in any suit brnught upon this bond. Signed and sealed this 17th day of July 19 81 KEN. THOMPSON.,. IN.0................... . By.: ....................... ......... UNITE A COMPANY Francis G. Jarlr., Attorney n -Fact State of California ss: County of Orange ) On July 17 , 19 Al , before me, the undersigned, a Notary Public in and for said County, personally appeared Franri c 6. Jarvi a, Jr- known to me to be the person whose name is subscribed to the within instrument as Attorney -in -Fact of UNITED PACIFIC INSURANCE COMPANY, and acknowledged to me that he subscribed the name of UNITED PACIFIC INSURANCE COMPANY, as Surety, and h i own name as Attorney -in -Fact. POFFICIAL SEAL GLENNA L.BEARSS d 4', NOTARY PUBLIC CALIFORNIA PRINCIPAL OFFICE IN '_✓ ORANGE COUNTY My Commission Exp. May 3, 1985 My Commission expires Notary ublic in and for said County BDU-1818 ED. 3/721CALIF.) UNITED P)WIFIC INR SUANCE 16OMPYS.WY 1E OFFICE, FEDERAL WAY, WASHINGTON A • R POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, That the UNITED PACIFIC INSURANCE COMPANY.* corporation duty organized under the laws of the State of Washinggton• does hereby make, constitute and appoint FRANCIS G. JARVIS, JR. of SANTA ANA, CALIFORNIA ------- its true and lawful Attorney -in -Fact, to make, execute, seal and deliver for and on its behalf, and as its act and deed ANY AND ALL BONDS AND UNDERTAKINGS OF SURETYSHIP ---- and to bind the UNITED PACIFIC INSURANCE COMPANY thereby as fully and to the same extent as if such bonds and undertakings and other writings obligatory in the nature thereof were signed by an Executive Officer of the UNITED PACIFIC INSURANCE COMPANY and sealed and attested by one other of such officers, and hereby ratifies and confirms all that its said Attorneys) -in -Fact may do in pursuance hereof. This Power of Attorney is granted under and by authority of Article VII of the By -Laws of UNITED PACIFIC INSURANCE COMPANY which became effective September 7. 1978• which provisions are now in full force and effect, reading as follows: ARTICLE VII — EXECUTION OF BONDS AND UNDERTAKINGS 1. The Board of Directors, the President, the Chairman of the Board, any Senior Vice President, any Vice President or Assistant Vice President w other officer designated by the Board of Directors shall have power and authority to (a) appoint Attorneys -in -Fact and to authorize them to execute on behalf of the Company, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof,and Ib) to remove any such Attorney -in -Fact at any time and revoke the power and authority given to him. - 2. Attorneys -in -Fact shall have power and authority, subject to the terms and limitations of the power of attorney issued to them, to execute anddelwer on behalf of the Company, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. The corporate seat is not necessary for the validity of any bonds and undertaking,, recognizances• contracts of indemnity and other writings obligatory in the nature thereof. 3. Attorneys -in -Fay shall have power and authority to execute affidavits required to be attached to bonds• recognizances, contracts of indem- nity or other conditional or obligatory undertakings and they shall also have power and authority to certify the financial statement of the Company and to copies of the By -Laws of the Company or any article or section thereof. This power of attorney is signed and sealed by facsimile under and by authority of the following Resolution adopted by the Board of Directors of UNITED PACIFIC INSURANCE COMPANY at a meeting held on the 5th day of June, 1979, at which a quorum was present• and said Resolution has not been amended or repealed: "Resolved• that the signatures of such directors and officers and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by facsimile signatu,es and facsimile seat shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached.— IN WITNESS WHEREOF,the UNITED PACIFIC INSURANCE COMPANY has caused these presents to be signed by its Vice President, and its corporate real to be hereto affixed, this 22nd day of October 19 80. STATE OF Washin" On COUNTY OFlss. King J On ibis 22nd day of October UNITEDp PACIFIC INSUANCE OMPANY gl SEAL Vice President 1930, personally appeared Charles B. Schmalz to me known to be the Vice -President of the UNITED PACIFIC INSURANCE COMPANY, and acknowledged that he executed and arrested the fore. going instrument and affixed the seal of said corporation thereto, and that Article VII, Section t, 2, and 3 of the By -Laws of seed Company. and the Resolution, set forth therein, ate still in full force. My Commission Expires: June 12 , 19 82 •' O Q/� rws's Notary Public in and for State of Washington ., J; Residing at Tacoma Charles J. Falskow Assistant Secretary of the UNITED PACIFIC INSURANCE COMPANY• do hereby certity that the above and foregoing is a true and correct copy of a Power of Attorney executed by said UNITED PACIFIC INSURANCE COMPANY. which a stilt to tuft force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of saitl Company this . 1 7th day or July 1981 V ' Assistant pDU-t 371 Ed. 4/80 �•••,- - L 6 tai s ...®.:.......s.�...��..m..�N. .� w..�........A++'�'�T.,.,..�.,IT 7. O�O A -y 713 e CLIOo P Lb446 H Q 2 6 3 O AvA_. 04 9 9.9 9 9.c 9 7X3-4 -02 if 0 0 0 B I D P R O P O S A L For the: CONSTRUCTION OF CAMINO DEL AVION STORM DRAIN, PHASE III From: In ► hnrr�nsov� l ��G Contract r 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 and Specifications and General Conditions therefor, read the Instructions to Bidders, and is familiar with all pro- posal requirements, and hereby proposes and agrees, if the pro- posal is accepted, to complete the said construction in accordance with the Contract Documents, as defined in Section 1-2 of the Standard Specifications, in the time stated herein, for the unit price or lump sum given on the following pages of this proposal, amounting to a total of: �1 l '}'►'free kundred .�0rtY-►qi r e- I houf�50.h2" �r huhdre-14' ohi d.Q1kr% w4fiya rehis $ 349,40 8. 05 Toklof ds Figures Said amount to include and cover all taxes, the furnishing of all materials, the performing of all the labor requisite or proper and the providing of all necessary machinery, tools, ap- paratus, and other means of construction; also, the performance and completion of all the work in the manner set forth, described and shown in the Specifications or the drawings for the work. If the contract is awarded, the undersigned agrees to enter into a contract with the City and to commence work within fifteen (15) calendar days from the date of execution thereof, and to diligently prosecute the work to completion before the expiration of 90 days. -4- 0 0 All bids are to be computed on the basis of the given Estimated Quantities of Work, as indicated in this proposal, times the unit prices as submitted by'the bidders. In case of discrepancy between words and figures, the words shall prevail. In case of discrepancy between unit prices and the extension thereof, the unit price shall prevail and bids will be computed as indicated above and compared on the basis of corrected totals. The estimated quantities of work indicated in this 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 corres- pond therewith, but reserves the right to increase or decrease the amount of any item or portion of the work or to omit portions of the work as may be deemed expedient by the Engineer. It is also understood by Bidder that the City of San Juan Capistrano has the right to reject this proposal or to award a contract to the undersigned at the prices stipulated. If the proposal is rejected, then any check or cashier's check shall be returned to the undersigned within thirty (30) days. No bid bonds will be returned. If the proposal is accepted and the undersigned fails to enter into a contract within fifteen (15) days after the agreement is delivered to him for signature, or within such further time as may be granted by the City Council, then said check shall be cashed or said bond declared forfeit and an amount equal to the difference between the lowest bid and the next lowest bidder who will execute a contract shall be paid into the treasury of the City of San Juan Capistrano as liquidated damages for the failure of the undersigned to comply with the terms of this proposal. Accompanying this proposal is h1dders bond (insert "$ cash", cashier's check, certified check or bidder's bond, as the case may be) in an amount equal to at least ten percent (10%) of the total bid. .The following is the name and place of business of the surety company which will furnish the required bonds as surety if the work is awarded to the undersigned: -5- 0 0 Licensed in accordance with an act providing for the registration of contractors -- License No. 3459 14, , ^7; / Signature of Bidder: �OJ re 11 '/ .�.I SeC%/a s� aro ( -' I ke sow (If an individual, so state. If a firm or co -partnership; state the firm name and give the names of all individual co- partners composing the firm: president, secretary, treasurer and manager thereof.) DATED:Oura 30, lq2 8'V51 wd%oh St; CCvc_re<:S is `10630 Business Address _LIIO x'9 5 -13 7 f Phone 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. 3(?.� I98I Signature of Bidder Date C71±-) 94s=1371 Phone Number -6- part hereof. CONTRACTOR agrees that he, or any SUB -CONTRACTOR under him, shall pay not less than the foregoing specified pre- vailing rates of wages to all workmen employed in the execution of the contract. SEVENTH. INSURANCE. CONTRACTOR agrees to carry Public Liability, Property Damage, and Workmen's Compensation Insurance in amounts as required by the Specifications. EIGHTH. COMPLIANCE, WITH OTHER PROVISIONS OF LAW RELATIVE TO PUBLIC CONTRACTS. City is subject to the provisions of the Government Code and the Labor Code of the State of California. It is stipulated and agreed that all provisions of law applicable to public contracts are a part of this contract to the same ex- tent as though set forth herein and shall be complied with by CONTRACTOR. These include, but are not limited to, the stipula- tion that eight (8) hours labor constitute a legal day's work and CONTRACTOR shall, as a penalty to City, forfeit twenty-five dollars ($25) for each workman employed in the execution of the Contract by CONTRACTOR, or by any SUB -CONTRACTOR, for each calen- dar 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. INWITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of City, pursuant to Council action, and by CONTRACTOR on the date set before the name of each. DATED: 7, l��{ APPROVED AS TO FORM: CITY ATTORN DATED: CITY OF S 7 JUAN CAPRANO BY y0 , Fniliip c wartze CCL K, Mary Ann Hanover JTTY' Ken Thompson, Inc. CONTRACTOR BY CIM • W I'ILM NO. APPROX. pLMMY SCHEDULE OF WORK ITEMS - WORK ITEM WITH UNITS (PRICE WRITTEN IN WORDS) ALTERNATE "B" UNIT PRICE TOTAL (IN FIGURES) AMOUNT 1. 319 L.F. Furnish and install 78" $ 132,00 $ 1 8.60 Cast in place pipe for the units price of Ona kundrod 6irt4- v-10 foot dollars per line 1 2. 428 LF Furnish and install 60" $ $0,00 $ 3A 1 _-0 6 Cast in place pipe for the unit price of hf 4p-.( 4 doa s per lineal foot l 3. X66 LF Furnish and install 51" $ S.QQ $ 020.00 q68 Cast in place pipe for the unit price of :51 - :live - doll rs per lineal foot 4. 50 LF Furnish and install 18" $ 24.0 _sLo reinforced concrete pipe for the unit price of 11f1-:6vr e—! dollar per lineal foot 5. 744 L.F. Construct 3'X8' reinforced 0 concrete box for unit price of-t,-j,)kur+dr ; h dollars per lineal foot. 6. 5 each Construct junction strut- $ $ 00.0 0 $ 9.0 00.00 ture Type II for the unit price ofP�,t�„ dollars each h. 7. 1 each Construct junction strut- $ ($0 0.00 $ (,8©0.00 ture Type III, for the unit price of elghteeh husfAred dollars each. RM 0 P SCHEDULE OF WORK ITEMS - CONT'D. - ALTERNATE "B" 1M NO. APPLY. WORK ITEM WITH UNITS UNIT PRICE SWAL GLVtNITTY (PRICE WRI'ITM IN (40RDS) (IN FIGURES) AMOLW 8. 1 each Construct transition $_40 0 o0,0c) $ DOO. structure No. 1 for the un t price of Aur Du - dollars dollars each, 9• each Construct reinforced concrete $ 3 DD -OD $ 606)'0 box manhole for the unit price of J�rp&. �unjr&A dollars each. 10. 1 each Construct inlet Type V for the$ 700.0 0 $ 700.00 unit price of AgLVp r hUvjdred dollars each. 11. 1 each Construct headwall for the $ p�l gD0,00 $ �.q� Q t10 unit price offwe+Jne n(Yol � dollars each. 12. 2 each Construct grated inlet for $QQ,QQ $ j 600 .CSA the unit price ofy� kms" dollars each. 13. LS Construct access ramp for the $ 10,con, On $ j0�oe©.60 lump sum price ofth&UjLkd_ dollars. 14. 1 each Construct 12'g to for the $ unit price of hagidre dollars each. 15. 2 each Remove headwall for the unit $ price of -•reP. dollars each. 16. L.S. Supply temporary irrigation $ line and construct new perma- nent irrigation line for the lump sump price of yp� ollars 6-e 6-f 3 e; i SCHEDULE OF WORK ITEMS - CONT'D - ALTERNATE "B" ITEM NO. APPROX. WORK ITEM WITH UNITS UNIT PRICE TOTAL QUANTITY (PRICE WRITTEN IN WORDS) (IN FIGURES) AMOUNT 17. 6300 Sq. Ft. Grade and pave AC surface $ $ 1e,�J��.�0 for the unit price of dollars per square foot is. L.S. Erect and remove construction $2Q00.OD '$ fencing for the lump sum of price of tm&4humired 11 rs 19. L.S. Provide traffic control for $ o Oa $ " o the l�ymp sum price of n tTho,i! dollars. 20, 15 Tot) Furnfs� aj d inS�c�11 P-rt�P I I fr for Ike i7ntt prICc OT A d(krs ; 66.67 ►,o_ der ov\, 6-f 3 e; i L NON -COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID STATE OF CALIFORNIA ) County of ) ss. 11enneVA M l ii0MI26Oyi , being first duly sworn deposes and says that he is Pre 5;dElit of V1_ T _rl', the party making the foregoing bid; that such bid is not made in the interest of or on behalf of any undisclosed person, partnership, company, association, organization, or corporation; that such bid is genuine and not collusive or sham; that said bidder has not directly or indirectly induced or solicited any.other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or any- one else to put in a sham bid, or that any one shall refrain from bidding; that said bidder has not in any manner, directly or indirectly, sought by agreement, communication or conference with any one to fix the bid price of said bidder or of any other bid- der, or to fix the bid price of or cost element of such bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of any one inter- ested 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 there- with, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent' thereof, or to any other individual except to any person or persons as have a partnership or other financial interest with said bidder in this general business. -7- 19 S 1 before me, the undersigned, a Notary Public in and for said State, personally appeared V e rnneth W 1 k t>vn_Dsohl 1` n c'� W h :� n Yh e -- to be the person whose name IS subscribed to the within Instrument, and acknowledged to me that he executed the same. _ OFFICIAL SEAL MARY A. JENNY WITNESS my hand and official seal. m,y w14:� r.,uc -cAL EORNIA PR.NCI?AL UFFICE IN OrtAfJGE COUNTY MY COMMISSION EXPIRES AUG. 12, 1981 Notary Public i10 and for aid Gtate. -8- 0 DESIGNATION OF SUB -CONTRACTORS Submit with Proposal. In compliance with the Provisions of Section 4100-4107 of the Government Code of the State of California as amended, the undersigned certifies that he has used the sub -bids of the fol- lowing listed sub -contractors in making up his bid, and that the sub -contractors listed will be used for the work for which they bid, subject to the approval of the Engineer, and in accordance with the applicable provisions of the Specifications. It is understood and agreed that all those portions of the work called for in the contract documents for which a sub -contractor is not listed will be performed by the undersigned through his forces. If no sub -contractors are listed, all bonds and insurance will be written in the name of the general contractor only. ITEM OF WORK SUB -CONTRACTOR ADDRESS PHONE NO. l 856 Esti. I. r'e bar K vlev�� rService r�ra -G- i71�1� '771-6210 2. 3. 4. 5. 6. 7. 8. BIDDER'S AUTHORIZED ;a —9— • . ' • Bond No. U00 30 15 BID BOND KNOW ALL MEN BY THESE PRESENTS that we UWITOED PACIF�lOMPS-- 5W,INC_ E -O_ _'49 CYPRESS. CA r a5 Principal, and INS RANCE CO ANY e>ostang under the laws of the State of WASHINGTON , and whose principal office is located in the City of FPae ai w as surety are jointly and severally bound unto the CITY OF S � JUAN CAPISTRANO of Orange County, California, in the sum of gg nNF,R R[N7TT to%) OF -THE TGTAIpOLLARS WM T R7n 10%) O -------- ($-------------------), lawful money of the United States of America to be paid to the said CITY OF SAN JUAN CAPISTRANO, for which payment well and truly to be made, we bind ourselves, our heirs, successors, executors, administrators and assigns, jointly and severally, by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas the Principal has submitted the accompan�n bid dated June 30 19 $1 , for construction of C in0 Avi n torm Drain �e1� for the CITY OF SAN JUAN CAPISTRANO, Prange County, Cali orrua. NOW, THEREFORE, if the Principal shall not withdraw said bid within thirty (30) day_ -.f..r the opening of same, and shall within fif- teen (15) days after the agreement has been presented to him for execu- tion 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 uithdrawl of said bid within the per- iods 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 wnount be in ex- cess of the former, then the above obligation shall be void and of no effect, otherwise to remain in full force and virtue. IN WITNESS WHEREOF the above -bounded parties have executed this instrument under their several seals this 26th day of June 19 sb the name and corporate seal of each corporate party being afUxeC: hereto and these presents duly signed by its undersigned representat., e pursuant to authority of its governing body. Two Witnesses (if individual) RIN ATTEST (if corporation Title Corporate Seal ATTEST Is Title Corporate Seal UNITED PACXPTC�:rSURAMIE C Y B y Francis G. Jarvik, Title AttornAy- -Fact State of California 1 ss: County of Orange 1 On June 26 , 19 81 , before me, the undersigned, a Notary Public in and for said County, personally appeared Francis G. Jarvis. Jr. known to me to be the person whose name is subscribed to the within instrument as Attorney -in -Fact of UNITED PACIFIC INSURANCE COMPANY, and acknowledged to me that he subscribed the name of UNITED PACIFIC INSURANCE COMPANY, as Surety, and IE own name as Attorney -in -Fact. OFFICIAL SEAL GLENNA L.BEARSS . r® NOTARY PUBLIC - CALIFORNIA $� FR r.NCIPAL OFFICE IN A! C.-4GECOUNTY h1y Carmissiou - hiay 3. 1985 My Commission expires - BDU-1818 ED. 3/72 (CALIF.) UNITED Pj&CIPIC IN&UFtANCE*OMPANY ME OFFICE, FEDERAL WAY, WASHINGTON POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, That the UNITED PACIFIC INSURANCE COMPANY, a corporation duly organized under the laws of the State of Washington, does hereby make, constitute and appoint MARY A. JENNY of SANTA APIA, CALIFORNIA ------ its true and lawful Attorney -in -Fact, to make, execute, sea! and deliver for and on its behalf, and as its act and deed ANY AND ALL BONDS AND UNDERTAY,INGS OF SUR TYSFTP------ and to bind the UNITED PACIFIC INSURANCE COMPANY thereby as fully and to the same extent as if such bonds and undertakingsand other writings obligatory in the nature thereof were signed by an Executive Officer of the UNITED PACIFIC INSURANCE COMPANY and sealed and attested by one other of such officers, and hereby ratifies and confirms all that its said Attorney(s)-in-Fact may do in pursuance hereof. This Power of Attorney is granted under and by authority of Article VII of the By -Laws of UNITED PACIFIC INSURANCE COMPANY which became effective September 7, 1978, which provisions are now in full force and effect, reading as follows: s ARTICLE Vil — EXECUTION OF BONDS AND UNDERTAKINGS 1. The Board of Directors, the President, the Chairman of the Board, any Senior Vire President, any Vice President or Assistant Vice President or other officer designated by the Board of Directors shall have power and authority to (a) appoint Attorneys -in. Fact and to authorize them to execute on behalf of the Company, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and (b) to remove any such Attorney -in -Fact at any time and revoke the power and authority given to him. 2. Attorneys -in -Fact shall have power and authority, subject to the terms and limitations of the power of attorney issued to them, to execute and deliver on behalf of the Company, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. The corporate seal is not necessary for the validity of any bonds and undertaking.. recognizances, contracts of indemnity and other writings obligatory in the nature thereof, 3. Attorneys -in -Fan shall have power and authority to execute affidavits required to be attached to bonds, recognizances, contracts of mdem nity or other conditional or obligatory undertakings and they shall also have power and authority to certify the financial statement of the Company and to copies of the By -Laws of the Company or any article or section thereof. - This power of attorney is signed and sealed by facsimile under and by authority of the following Resolution adopted by the Board of Directors of UNITED PACIFIC INSURANCE COMPANY at a meeting held on the 5th day of June, 1979, at which a quorum was present, and said Resolution has not been amended or repealed. "Resolved, that the signatures of such directors and officers and the seat of the Company may be affixed to any such power of attorney or any cenificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall -be valid and binding upon the Company and any such power so executed and certified by fycsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached." IN WITNESS WHEREOF, the UNITED PACIFIC INSURANCE COMPANY has "used these presents to be signed by its Vice President, and its corporate seal to be hereto affixed, this 22nd day of October 19 80. Q UNITED PACIFIC INSU ANCE OMPANY Vice President STATE OF Washington , COUNTY OF Kinglss. On this 22nd day of J, October ,19 80 personally appeared Charles B. Schmalz to me knov.n to be the Vice -President of the UNITED PACIFIC INSURANCE COMPANY, and acknowledged that he executed and attested the fore- going instrument and affixed the seal of said corporation thereto, and that Article VII, Section 1, 2, and 3 of the By -Laws of saitl Company, and the Resolution, set forth [herein, are still in full force.'�- My Commission Expires:�,,fr ,,�a,�(jn June 12 , 19 82, Notary Public in and for St t�e of �'a-shington Residing at Tacoma Charles J. Falskow Assistant Secretary of the UNITED PACIFIC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by said UNITED PACIFIC INSURANCE COMPANY, which is still in full force and affect. IN WITNESS WHEREOF, 1 have hereunto set my hand and affixed the saitl of said Company this 26th day of June 1931 5' BDU-1431 Ed. 4/8D /1 Assistant Secretary-1,r0K1,6, 9. ` (/ PROOF OF PUBLI&ON (2015.6 C.C.P.) STATE OF CALIFORNIA, County of Orange City of San Clemente 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 party to or interested in the above -entitled matter. I am the principal clerk of the printer of the San Clemente Sun -Post a newspaper of general circulation printed and published......Da. ly.................................................... .................................... in the City of San Clemente County of Orange, and which newspaper has been adjudged a newspaper of general circulation by the Superior Court of the County of Orange, State of California under the date of March 11, 1860, Case Number A9140; that the notice, of which the annexed is a printed copy (set in type not smaller than nonpareil), has been published in each regular and entire issue of said newspaper and not in any supplement thereof on the following dates, to -wit: ..June 12 & la .............................. all in the year 19.. 81 I certify (or declare) under penalty of perjury that the foregoing is true and correct. Dated at San Clemente, California, this 19 June 81 ........ day of ....................... _.......... - ........... 1 19........... = . s�----------------------------------- Signature SAN CLEMENTE PUBLISHING CORP. 1542 North El Camino Real - P.O. Box 367 San Clemente, Calif. 92672 - Phone 714-492-5121 This space Ar the County Clark's ning Stamo RECFIVFD JUN 11 1 07 pu'81 CI'YOF sar , Proof of Publication of it/.... ��s.......................... _....... I............. _ .. Uac Copies of Pians and Speeiffbolwaresisfilwintbe 01111ce tye sty Cjerk d[ Sas Juan C:', Paseo Adel.ants.; Saar Juan Pat Sao CI medte.,CaHhnda —?u��4Je:1911.. NOTICE OF TRANSMIT* - LEGAL PUBLICATIONS • TO: DAILY SUN -POST Helen Nielsen, Legal FOR PUBLICATION ON: FRIDAY, JUNE 12, 1981 and FRIDAY, JUNE 19, 1981 DOCUMENT(S) TO BE PUBLISHED: NOTICE INVITING BIDS - CONSTRUCTION OF CAMINO DEL AVION STORM DRAIN, PHASE III PROOF OF PUBLICATION: Please send to: Office of the City Clerk City Hall 32400 Paseo Adelanto San Juan Capistrano, CA 92675 AUTHORIZED BY: DATE: June 9, 1981 Date of Bid Opening 6/30/81 Date(s) notice published 6/12/81 & 6/19/81 Date affidavit received Date notice posted in designated posting places (3) 6/12/81 Date notice(s) posted on property Date of mailing notices to property owners n/a NOTICE INVITING BIDS CONSTRUCTION OF CAMINO DEL AVION STORM DRAIN, PHASE III Notice is hereby given that the City of San Juan Capistrano will receive sealed proposals or bids for the construction of the Camino del Avion Storm Drain, Phase III until 2:00 p•M, on the 30th day of June 1981• A pre-bid conference is scheduled at 10.00 A.M. on the 23rd day of June , 1981 , at the City offices to assist contractors. Copies of Plans and Specifications are on file in the Office of the City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California, and may be obtained at a non-refundable charge of $10.00 , plus a $5.00 charge for postage and handling on all plans and specifications mailed. Dated: June 9, 1981 CITY CL CITY OF AN JUAN CAPISTRANO, ORANGE COUNTY, CALIFORNIA PROOF OF PUBLAON (2015.6 C.C.P.) STATE OF CALIFORNIA, County of Orange City of San Clemente 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 party to or interested in the above -entitled matter. I am the principal clerk of the printer of the San Clemente Sun -Post a newspaper of general circulation printed and published .......................Da.i.4 ........ in the City of San Clemente County of Orange, and which newspaper has been adjudged a newspaper of general circulation by the Superior Court of the County of Orange, State of California under the date of March 11, le60, Case Number A9140; that the notice, of which the annexed is a printed copy (set in type not smaller than nonpareil), has been published in each regular and entire issue of said newspaper and not in any supplement thereof on the following dates, to -wit:.. -- June 9, lb ...... all in the year 198.... I certify (or declare) under penalty of perjury that the foregoing is true and correct. Dated at San Clemente, California, this --..16day of .................Jutae .................... 19.....81. e.. ----------- ........................ Signature SA.N CLEMENTE PUBLISHING CORP. 1542 North EI Camino Real - P.O. Box 367 San Clemente, Calif. 92672 - Phone 7141192-5121 This apace for the County Clerk's POins Stamv RE7C F /''1/F'D 40 pu '81 fit JZ7 SAN iit;h PAP; Proof of Publication of N/Bids .................................... _....... I............ „ NOTICE 11414117INGBMB CAIIWDDBLAVI Ni PHASE AI NOTICE IS HRODY GIVEN that: the City of San Juan Capiet'Ims-wpi receive seated propodl� orbs for fh® construction o#tli0:iamino Det Avlob Storm fSfafY`Itaae III until 2:00 p.m. art 4?,31 d day of June, 1911. A pre-bid is scheduled at 103 the 19th My st-.itli6tA). , it the City. , eft '.te 1 coa- Juan t%p* , t11 K #am Adelant'o, S'ab'Joan Capistrano, California, and may be obtained at a non- refundable charge of $10.00, plus a $5.00 charge for pottage and handling on all plans and specif cationsmailed. DATED: June 4, t981 WMaty AnnHanover City Clerk City of San Juan Capistrano Orange County, California Published in the Daily Son. Post, San Clernente, California —June9&JK1981 NOTICE OF'`'RANSMITTO - LEGAL PUBLICATIONS • TO: DAILY, SUN -POST Helen Nielsen, Legal FOR PUBLICATION ON: TUESDAY, JUNE 9, 1981 and TUESDAY, JUNE 16, 1931 DOCUMENT(S) TO BE PUBLISHED: NOTICE INVITING BIDS - CONSTRUCTION OF THE CAMINO DEL AVION STORM DRAIN, PHASE III PROOF OF PUBLICATION: Please send to:, Office of the City Clerk City Hall 32400 Paseo Adelanto San Juan Capistrano, CA 92675 AUTHORIZED BY: DATE: June 4, 1981 Date of Bid Openinq 6/23/81 Date(s) notice published 6/9/81 & 6/16/81 Date affidavit received Date notice posted in designated posting places (3) 6/9/81 Date notice(s) posted on property n/a Date of mailing notices to property owners 6/9/81 (a'9 id A -a to No -,p 4o b 3 a ) � . '� oncA C,- � AJ- y -t, i S d 0 NOTICE INVITING BIDS CAMINO DEL AVION STORM DRAIN, PHASE III Notice is hereby given that the City of San Juan Capistrano will receive sealed proposals or bids for the construction of the Camino Del Avion Storm Drain, Phase III until 2:00 P.M. on the 23rd day Of ,Tune , 19R1 A pre-bid conference is scheduled at 10:00 A.M. on the 16th day of June . 19R1, at the City offices to assist contractors. Copies of Plans and Specifications are on file in the Office of the City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California, and may be obtained at a non-refundable charge of $10.00 , plus a $5.00 charge for postage and handling on all plans and specifications mailed. Dated: June 4, 1981 U CITY CLW CITY OF SAN JUAN CAPISTRANO, ORANGE COUNTY, CALIFORNIA r _ NOTICE INVITING BIDS Public notice is hereby given that the City of San Juan Capistrano will up to 2:00 p.m. on the 30th day of June , 1981, receive sealed proposals or bids for the CAMINO DEL AVION STORM DRAIN, PHASE III , in accordance with the approved plans and specifications 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 amount. The bid check, cashier's check or bidder's bond of the successful bidder will be forfeited to said City in the event such successful bidder fails to enter into the required contract within 15 days after the written notice that said contract has been awarded to him for the work. A pre-bid conference is scheduled at 10:00 a.m. on the 23rd day of June , 1981, at the City offices. The con- tractor shall have the opportunity for clarification or interpre- tation of any point or points of question within the plans and contract documents or specifications. It is the contractor's responsibility to be in attendance at this conference to receive any information disclosed during the proceedings, for the City shall not disseminate any records of the conference. Exclusive of written addendums and this pre-bid conference, the City shall not be responsible for any instructions, explanations, or inter- pretation of the plans, specifications, and contract documents presented to the bidders in any manner. - 1 - 9 i The successful bidder, simultaneously with the execution of the contract, will be required to furnish a Faithful Perfor- mance Bond equal in the amount of one -hundred percent (100%) of the contract price. The City Council reserves the right to reject any and all bids received and to compare the relative merits of the respective bids and to choose that which in the opinion of said City will best serve the interests or needs of said City. A time limit of NINETY (90) days has been set for the completion of the work, from the date of execution of the contract. BIDDERS ARE HEREBY NO:'IFIED 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 one 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 speci- fications for use in preparing bids may be obtained at the office of the City Clerk, San Juan Capistrano, at the address shown above. One set of plans and specifications is available for each general contractor proposing to submit a bid for said work. A charge in the amount of $10, nonrefundable, is reauired for obtaining each set of plans and specifications. There will be a $5 charge for postage and handling on all plans and specifications mailed. Each bidder shall state the California Contractor's License number of such bidder so bidding, as no bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the laws of the State of California relating to the licensing of Contractors. -2- This Notice is hereby given and published by order of the ! City Council Of the City of San Juan Capistrano, and is dated this 4th day of June 1981 CITY CLFg CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA a 0 0 3. APPROVAL OF PLANS AND SPECIFICATIONS AND ADTHORIZ;.TION TO CALL FOR BIDS - CAMINO DEL AVION STORM DRAIN, PHASE III ✓(80) Written Cormunications: (68) Report dated Mav 1, 11j81, from the Director of Public works requesting authorization to call for bids for the Camino del Avion Storm Drain, Phase III, from Camino del Avion north along the boundary of Marco Forster School, with an additional length along Del Obisop Street, to reduce the risk of flood damage to adjacent agricultural preserve properties. Approval: It was moved by Councilman Hausdorfer, seconed by Councilman Friess and unanimously carried to approve the plans and specifications and authorize advertising and call for bids; and, to authorize transfer of funds from the Agricultural Preservation Fund to the LO1 Drainage Fund in an approximate amount of $600,000. ,5/45/<071 0 AGENDA ITEM May 1, 1981 0 TO: James S. Mocalis, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Approval of Plans and Specifications, Authorization to Call for Bids -Camino Del Avion Storm Drain Phase III SITUATION Plans and Specifications for the last phase of the master planned Camino Del Avion Storm Drain are complete and ready for approval by the City Council. This phase will run from Camino Del Avion, north along the boundary of Marco Forster School with an additional length along Del Obispo Street and will reduce the risk of flood damage to adjacent agricultural preserve lands. Right of way has been obtained from the Capistrano Unified School District and negotiation with Messrs. Kinochita and Vermeulen are nearing completion and will be presented to council at the earliest opportunity. In order to construct the project within the required time span staff is requesting authorization to call for bids. FINANCIAL CONSIDERATION The engineer's estimate of the construction cost for Phase III is $480,000. Right of way costs as well as survey, engineering, and inspection costs could result in a final cost of about $600,000. It shall be necessary to transfer funds from the agricultural preservation fund to the LO1 drainage fund to finance this project. ALTERNATE ACTIONS Approve the Plans and Specifications dad authorize call for bids. Do not approve the plans. Refer to staff for more information. RECOMMENDATION By motion, approve the plans and specifications for the construction of Del Avion Storm Drain Phase III and authorize advertising and receiving of bids and transferring funds from the agricultural preservation to the drainage fund. RespectUl.ly submitted, *f t*O W. D. M WDM:MG/dll UENpp` fort Gj-�v GOUNC;d� h , `�3 0 2. STATUS REPORT - CAMINO DUI. AVION STORM DRAIN, PHASE III (Bo) Writton cem, nnicat.inn_: Reporta dCed April 21, Works Council right-of-way easements. 1981, from the Director of Public of negotiations for the required It was moved by Councilman Friess, seconded by Councilman fSuchheim and enanin.ously carried that staff be directed to continue negotiations for acquisition of right-of-way ease- ments with Shig Kinoshita and Charles Vermeulen and that a meeting be held with Councilman Itausdorfer, the City Manager, the Director of Public Works, and the property owners. y/0-"IsI AGENDA ITEM April 21, 1981 TO: James S. Mocalis, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Status Report Del Avion Storm Drain SITUATION Plans and specifications for the third and final phase of the Del Avion Storm Drain are complete and ready for City Council approval. However, negotiations for the required right-of-way have run into difficulties and staff wishes the Council to be aware of these problems. The necessary easement along the east property line of Marco Forster School has been granted by the Capistrano Unified School District and is ready for acceptance by the City Council. In letters dated September 8, 1980, Mr. Shigeru Kinoshita and Mr. Charles Vermeulen were asked to grant easements for the storm drain in exchange for the benefits of the proposed facility. As a result of these letters, a meeting was held which resulted in redesign and realignment of the storm drain at their request. At this, and subsequent meetings, Mr. Vermeulen voiced his concern about access to his loading dock and his future use of the easement. Mr. Kinoshita was apprehensive about the problem he would experience by the loss of the crop to be planted and substandard crops grown on the compacted soil. On March 27, 1981, staff again delivered the necessary easement deeds and revised agreements, which the property owners forwarded to their respective lawyers. Mr. Kinoshita estimated that the construction would cost him approximately $30,000 in crop loss for which he would expect reimbursement from the City. Mr. Vermeulen was displeased with the entire agreement and in a later meeting it was decided to have him draw up an agreement for the review of the City. He again stated his opinion that the storm drain would not benefit his land. Phase III of the storm drain is scheduled to be constructed this summer in order to avoid the rainy season and the school's fall session. In order to complete the portion along the school site by mid-September, it is necessary to start the bidding process by the May 5th Council meeting. FINANCIAL CONSIDERATIONS Construction of Phase III of the Del Avion Storm Drain is estimated at $480,000. It is unknown at this time what, if any, additional funds may be required to acquire easements from Mr. Kinoshita and Mr. Vermeulen. FOR CITY COLINGH. AGENDA 00 T % r Status Report- Del Avion Storm Drain -2- April 21, 1981 ALTERNATE ACTIONS 1. Direct staff to continue negotiations. 2. Direct staff to cease work on the project. 3. Direct staff to continue negotiations to the point condemnation proceedings would be necessary. 4. Refer to staff for additional information. RECOMMENDATION By motion, direct staff to continue negotiations to the point condemnation proceedings would be necessary. Respectfully submitted, W'� "'� W. D. Murphy WDM:MG/rem 0 0 AGREEMENT FOR TW\NSI:iIR OF FUNDS FROM COUNTY OF OR4_Gti AMINO DCL:L AVION STCI!tM DRAIN) (38) Agreement No. D80-093 with the County of Orange, was approved (56) providing for the transfer to the City of drainage funds V(80) in the amount of $72,751.77 for the Bear Brand Ranch project; drainage from said project is collected by the Del Avion Storm Drain. The Mayor and City Clerk were authorized to execute the document on behalf of the City. -7- 4/7/81 1. APPROVAL OF PLANS AND SPECIFICATIONS AND CALL FOR BIDS CAMINO DEL AVION STREET IMPROVEMENTS (38) Written Communications: x/(80) Report dated August 0, 1980, from the Director of Public (83) Works, requesting approval of plans and authorization to call for bids for the Camino del Avion improvements, which include widening with curbs, gutters, sidewalks and storm drain. Four Alternate designs are attached and the report recommends Alternate No. 1. The estimated cost of construction if $530,000; County AHFP participation is in the amount of $120,000. Approval of Plans/Call for Bids: It was moved by Councilman Schwartze, seconded by Councilman Buchheim and unanimously carried to approve Alternate No. 1 for the Camino del Avion improvements and to authorize staff to advertise for bids. 4lao%b RESOLUTION NO. 80-8-20-7 INTENT TO ACQUIRE RIGHT-OF-WAY-_CAMINO DEL AVION A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, DECLARING ITS INTENT TO ACQUIRE RIGHT-OF-WAY FOR CAMINO DEL AVION THROUGH EMINENT DOMAIN WHEREAS, the public health, safety and welfare require that the Camino del Avion storm drain and street improvements be completed as soon as reasonably feasible; and, WHEREAS, the City is prepared to immediately advertise for bids to enable construction to be completed before the inception of the rainy season. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of San Juan Capistrano hereby declares its intent to acquire the right-of-way for the construction of storm drain and. street improvements for Camino del Avion in the most expeditious manner possible, including the exercise of its powers of eminent domain. PASSED, APPROVED AND ADOPTED this 20th day of August , 1980 ,'by the following vote, to wit: AYES: Councilmen Friess, Schwartze, -Thorpe, Suchheim and Mayor Hausdor£er NOES: None ARSF.NT. V'n . STATE OF CALIFORNIA ) COUNTY OF ORANGE ) as. CITY OF SAN JUAN CAPISTRANO ) I, MARY ANN HANOVER, City Clerk of the City of San Juan Capistrano, California, DO HEREBY CERTIFY that the foregoing is a true and correct copy of Resolution No. 80-8-20-7 adopted by the City Council of the City of San Juan Capistrano, California, at a regular meeting thereof held on the 20th day of August 1980 . (SEAL) MARY ANN H—�Nb ER, CITYCLERK + I 1 AGENDA ITEM October 17, 1979 TO: James S. Mocalis, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Status Report - Del Avion Storm Drain SITUATION Construction is underway on the Del Avion Storm Drain. In order to meet the Orange County Flood Control District's deadline of October 15, 1979, to be out of the channel of San Juan Creek, the project, which was approved by the City Council on August 15, 1979, was split into two parts. The part under construction is the out- let structure to upstream approximately 50 feet, just out of the flood control right-of-way. After the decision in late July to route all the water through the Del Avion Storm Drain, the structure was redesigned and the encroach- ment permit from the Orange County Flood Control was applied for. At this time, construction costs would have been $18,000 and, to meet the October 15th deadline, would be contracted out on a standard purchase order. With the deadline rapidly approaching, the District called for major changes in the outlet structure which boosted the price to about $45,000. In order to be able to construct the remainder of the Del Avion Storm Drain Phase I this winter and thus save the inflationary costs of waiting, it was decided that the project should continue as before. As of October 10, 1979, the outlet structure is 80% complete; and the six lengths of pipe required to get out of the Flood Control District's right-of-way has been laid. Plans for the remainder of the project are being prepared to go out to bid. FINANCIAL CONSIDERATIONS Moving ahead with force account work and contract type construction to expedite the project should not increase costs above the $401,000 budgeted for this year. RECOMMENDATION This report is for information only; receive and file. Respectfully submitted, W. b�D3urph 10^ FOR CITY COUNCIL AGENDA WDM:MG/rem /� ) I. 1 AGENDA ITEM 0 May 16, 1979 TO: James S. Mocalis, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Approval of Plans and Specifications and Authorization to Call For Bids - Camino Del Avion Storm Drain SITUATION Staff is requesting authorization to advertise the subject project to receive bids. The project calls for the construction of an 84 -inch diameter storm drain from San Juan Creek to Camino Del Avion southerly of Del Amo. This project was ready for construction one year ago but was cancelled with the passage of Proposition 13. The project has been redesigned in an attempt to reduce costs and the need to resolve a conflict with a major telephone facility. Further improvement of the facility is intended upon review by the affected property owners and approval by the City Council. Staff is also including a proposed improvement to Camino Del Avion from Alipaz Street to Del Amo. It is felt that a minimum amount of inconvenience will be experienced by the public by combining the two projects. The end result will be the elimination of the con- stant flooding of Camino Del Avion and the improvement of one of the "most primitive" streets within the City with one operation. FINANCIAL CONSIDERATIONS The cost of the storm drain is estimated to be $203,000; there are $404,000 funded within the Drainage and Agricultural Preservation Funds for this project. The cost of the street improvements is estimated to be $30,000; there are $48,000 funded within the Systems Development Fund. The engineer's estimate for the combined projects is $233,000 and is within the fiscal limitations of the City's Budget. ALTERNATE ACTIONS 1. Modify the project and advertise at a later date. 2. Cancel the project. 3. Authorize advertising. RECOMMENDATION By motion, direct staff to advertise for bids for the construction of the Camino Del Avion Storm Drain. Respectfully submitted, . W.�. W. D. � Murphy WDM:GML/rem FOR CITY COUNCIL AGENDA .. �Z I �LL Cc O O F. D FORSTER IJ R.HOHI \ N w, RANCHOALI PAZ TRAILER 2d PARK L O N WY AVION PARK AVENIDA CABRILLO o ~ Y O Q a AVENIDA MARIPOS N w N / AVENIDA RONERO Q N d TRAILER 9. ACCEPTANCE OF EASEMENT FOR STORM DRAIN PURPOSES - CAMINO DEL AV10N S'IOR.%j DRAIN, PHASE III (CUSD) (73) The easement for Phase III of the Camino Del Avion Storm (80) Drain, from the Capistrano Unified School District, was from accepted, as set forth in the report dated May 5, 1981, the Director of Public Works. _y_ 5/5/81 32400PASEO ADELANTO ' SAN JUAN CAPISTRANO, CALIFORNIA 92675 -PHONE 493-1171 November 13, 1981 Ken Thompson Inc. 8851 Watson Cypress, California 90630 Re: Resolution, Notice of Completion and Final Report Camino del Avion Storm Drain Phase III Gentlemen: Enclosed is a copy of Resolution No. 81-11-3-1, which was adopted by the City Council at their meeting of November 3, 1981. The Resolution accepts the work completed for construction of Phase III of the Camino del Avion Storm Drain in the amount of $388,884.82. The Council directed that the balance due in the amount of $31,666.55 be payable immediately. The 10% retention will be payable upon 35 days from recording of the Notice of Completion. The Notice was recorded on November 10, 1981; therefore, the final payment in the amount of $38,888.48 may be released on December 15, 1981. Very truly yours, t �,,.�/ `'� � y e l_ MARY ANN IIANOVER City Clerk MAH/na Enclosure cc: Director of Public Works Director of Administrative Services • 1 • CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY � STATE OF CALIFORNIA y PLANS, SPECIFICATIONS SPECIAL PROVISIONS AND CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF DEL AVION STORM DRAIN, PHASE III JUNE, 1981 CITY COUNCIL PHILLIP R. SCHWARTZE, MAYOR ANTHONY BLAND GARY L. HAUSDORFER LARRY BUCHHEIM KENNETH E. FRIESS W. D. MURPHY DIRECTOR OF PUBLIC WORKS G. M. LOHNES CITY ENGINEER 0 P 31.?00 PASEO ADE LANTO SAN JUAN CAPISTRANO. CALIFORNIA 92675 PHONE 493.1171 June 11, 1981 ADDENDUM #1 to Plans and Specifications for the Del Avion Storm Drain -Phase III Portland Cement Concrete All Portland cement concrete, except that for cast in place pipe, shall be Class 560-C-3250 using Type II (sulphate resistant) cement and meet the requirements of Standard Plan 803 of the Orange County Environmental Management Agency (OCEMA.) Portland concrete cement for cast in place pipe shall have a 28 day compressive strength of 3,000 psi using Type II cement and meet the requirements of Standard Plan 803 of the OCEMA. Reinforced Concrete Box The trench for the 3'x8' reinforced concrete box (RCB) shall be over excavated four feet below flow line and two feet on each side. The area shall then be refilled with compacted earth up to within six inches of the box structure. Onsite earth materials if free of deleterious matter and at a suitable moisture content should be placed in six to eight inch horizontal lifts and mechanically compacted to at least 90 percent relative compaction, relative to the maximum dry density as determined by the standard test method designated ASTM D1557-78. Materials removed by overexcavation will likely be saturated, requiring a substantial drying period. Disposal of these materials and the use of excess earth materials generated from construction of the RCP line should be anticipated. Trench Backfill RCP Bedding and Cover. Pipe bedding and cover materials (pipe zone ackf�ll) shall consist of a clean sand and gravel mixture free of deleterious matter that conforms to the gradations shown in Table 1 - Bedding Gradation and Table 2 - Pipe Zone Gradation. The bedding zone shall extend from six inches beneath the pipe to 1/6 the out- side diameter of the pipe above the bottom of the pipe. 0 0 Addendum #1 to Page 2 Plans and Specifications for the Del Avion Storm Drain - Phase III The pipe zone shall be considered to extend 12 inches above the top of the outside diameter of the pipe. The bedding material beneath the pipe shall be placed and graded so that the pipe is uniformly supported for the full extent of the pipe section. After setting of the pipe section, the remaining pipe zone backfill shall be placed in the trench simultaneously on each side of the pipe for the full width of the trench. Box Culvert Bedding and Cover. Directly beneath the floor slab of the box culvert, a six-inch thick bedding zone consisting of materials conforming to the gradation shown in Table I shall be placed and compacted to 95 percent relative compaction. Upon completion of box construction, backfill against the walls and above the roof slab shall consist of pipe zone materials shown in Table 2, extending at least 12 inches away from the structure and compacted to at least 90 percent relative compaction. Backfill Outside Pipe Zone. Onsite earth materials if free of deleterious matter and at a suitable moisture content may be placed in thin lifts outside the pipe zone and mechanically com- pacted to at least 90 percent relative compaction. Native earth materials are not suitable for compaction by flooding or jetting. 0 Addendum #1 to Plans and Specifications for the Del Avion Storm Drain - Phase III Table 1 BEDDING GRADATION Sieve Size 2 inch 1-1/2 inches 3/4 inch 1/2 inch No. 4 No. 10 No. 40 No. 100 Table 2 PIPE ZONE GRADATION Sieve Size 3 inch 1-1/2 inches No. 4 No. 10 No. 40 No. 100 No. 200 0 Page 3 Percent Pass 100 95-100 60-100 50- 70 30- 50 10- 30 0- 20 0- 2 Percent Passing 100 95-100 35-100 10-100 0- 60 0- 30 0- 5 0 NO T T C I' 7 N V T T T N G, 0 !i T D S Public notice is hereby given that the City of San Juan Capistrano will up to 2:00 p.m. on the 30th day of June , 1981, receive sealed proposals or bids for the CAMINO DEL AVION STORM DRAIN, PHASE III , in accordance with the approved plans and specifications 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 amount. The bid check, cashier's check or bidder's bond of the successful bidder will be forfeited to said City in the event such successful bidder fails to enter into the required contract within 15 days after the written notice that said contract has been awarded to him for the work. A pre-bid conference is scheduled at 10:00 a.m. on the 23rd day of June , 1981, at the City offices. The con- tractor shall have the opportunity for clarification or interpre- tation of any point or points of question within the plans and contract documents or specifications. It is the contractor's responsibility to be in attendanoe at this conference to receive any information disclosed during the proceedings, for the City shall not disseminate any records of the conference. Exclusive of written addendums and this pre-bid conference, the City shall not be responsible for any instructions, explanations, or inter- pretation of the plans, specifications, and contract documents presented to the bidders in any manner. 0 0 The successful bidder, simultaneously with the execution of the contract, will be required to furnish a Faithful Perfor- mance Bond equal in the amount of one -hundred percent (100%) of the contract price. The City Council reserves the right to reject any and all bids received and to compare the relative merits of the respective bids and to choose that which in the opinion of said City will best serve the interests or needs of said City. A time limit of NINETY (90) days has been set for the completion of the work, from the date of execution of the contract. BIDDERS ARE HEREBY NOTIFIED THAT, pursuant to the Labor Code of the State of California, copies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the office of the City Clerk and shall be made available to any interested party on request. Copies of Plans and Specifications one 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 speci- fications for use in preparing bids may be obtained at the office of the City Clerk, San Juan Capistrano, at the address shown above. One set of plans and specifications is available for each general contractor proposing to submit a bid for said work. A charge in the amount of $10, nonrefundable, is required for obtaining each set of plans and specifications. There will be a $5 charge for postage and handling on all plans and specifications mailed. Each bidder shall state the California Contractor's License number of such bidder so bidding, as no bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the laws of the State of California relating to the licensing of Contractors. -2- 0 171 This Notice is herehy given and published by order of the City Council of the City of San Juan Capistrano, and is dated this day of - ��✓%d� CITY CLF. CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA • -3- EXECUTED IN DUPLICATE i UNITED FAIFIC Ilei SL,TRANC� COMPANY HOME OFFICE, TACOMA, WASHINGTON PERFORMANCE BOND CALIFORNIA -PUBLIC CONTRACT Bond No. U 35 67 30 Premium: $3,145.00 KNOWN ALL MEN BY THESE PRESENTS: That KEN THOMPSON, INC., P.O. BOX 749 Cypress, CA 90630 as Principal, and the UNITED PACIFIC INSURANCE COMPANY, a Washington corporation author- ized to execute bonds in the State of California, as Surety, are held and firmly bound unto CITY OF SAN JUAN CAPISTRANO as -Obligee, in the sum of THREE HUNDRED FORTY-NINE THOUSAND FOUR HUNDRED EIGHT AND 05/100 ------------------------------------------------ Dollars ($ 349,408.05---------) for which sum we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally by these presents. THE CONDITION of the above obligation is such that, Whereas the Principal has entered into a contract, dated July 7 , 19 81 , with the Obligee to do and perform the following work to -wit: Construction of Camino Del Avion Storm Drain, Phase III Now, THEREFORE, if the said Principal shall well and truly perform the work contracted to be performed under said contract, then this obligation shall be void; otherwise to remain in full force and effect. Signed and sealed this 17th day of July , 19 81 ..K1-11 7 Oi1P1 -......................... 13y----- ---------------------_-- (Seal) UNITE/i[Is�A COMPANY B -.-:j�%...yam .. -..... Francis G. Jar Jr.. , Atto in•Fs • BDC-2801 CAL. - CONTRACT - PUBLIC - PERFORNIANCE B -2e. 0 SPECIAL PROVISIONS 1. Work to be Done • The work to be done consists of construction of a mainline storm drain, an access ramp, filling of an existing drainage ditch, and all other appurtenant work as shown on the plans or included in the specifications. 2. Standard Specifications The contractor shall perform his work in accordance with the Standard Specifications for Public Works Construction, 1979 Edition, hereinafter referred to as the Standard Specifications. The contractor shall maintain a copy of this book on the job site at all times. The provisions of the Standard Specifica- tions shall be modified as indicated below: Change 1: "Section 2-4 - Contract Bonds" The "Payment Bond" (Material and Labor Bond) shall be in the amount of 100 percent of contract price. The "Faith- ful Performance Bond" shall be held as assurance of guaranteed performance for a period of one year after acceptance of the improvements by the City Council. Change 2: "Liability Insurance" The amounts and provisions of insurance are modified to be: Bodily'Injury $ 500,000 each person Bodily Injury 1,000,000 each accident Bodily Injury 1,000,000 aggregate products Property Damage $ 500,000 each accident Property Damage $ 500,000 aggregate operations Property Damage $ 500,000 aggregate protection Property Damage $ 500,000 aggregate products Property Damage $ 500,000 aggregate contractual The contractor shall likewise obtain public liability and property damage insurance to cover vehicles used or main- tained by him, whether on or off the premises, with liability limits of not less than $500,000, for any one person, and $500,000, for any one accident, and property damage of $500,000. The insurance amounts set forth herein are the minimum amounts required by the City. Other agencies with which the contractor may be involved in the accomplishment of the work may require greater amounts. -23- 0 E The City will not recognize any claim for additional compensation because of the requirement for greater amounts of insurance, as an element to be considered by the contractor in determining his bid. Change 3: "Section 8 - Facilities for Agency Personnel" Delete this section. 3. Terms Defined Whenever, in the said Standard Specifications the following terms are used, it is hereby provided that the following,City department or persons shall be intended: AGENCY shall mean City of San Juan Capistrano wherever 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. 4. Special Provisions of Items of Work, Materials and Methods of Construction A. Bid Items ALTERNATE A BID ITEM 1 - 78" Reinforced Concrete Pipe - The work for this bid item shall include clearing and grubbing, excavation, bedding, laying of the pipe, backfilling, removal of PCC underground structures, bulkhead, 39" RCP, the applicable portion of 36" RCP, tree, removal and replacement as necessary of street improvements and chain link fence. Workmanship shall conform to Sections 300-1 and 306-1 of the Standard Specifications. Bedding shall conform to Standard Plan 319 of the OCEMA. Crushed aggregate base per Section 200-2.2 may be used for bedding A or B. Reinforced concrete pipe shall conform to Section 207.2 of the Standard Specifications. Backfill shall be select backfill as approved by the engineer and conform to Section 306-1.3 of the Standard Specifications. Payment Full compensation for all labor, materials, tools and equipment for the above work and all other appurtenant work as shown on the plans or included in the specifications shall be included in the unit price per lineal foot and no additional compensation shall be made. -24- 0 0 The 39" and 36" RCP to be removed shall become the property of the contractor upon removal. The bidder should take the salvage value and cost of removal of the pipe into account when bidding this item. BID ITEM 2 - 60" Reinforced Concrete Pipe The work for this bid item shall include clearing and grubbing, excavation, bedding, laying of the pipe, backfilling,removal of the applicable portion of 36" RCP and removal of a tree and a manhole. workmanship shall conform to Sections 300-1 and 306-1 of the Standard Specifications. Bedding shall conform to Standard Plan 319 of the OCEMA. Crushed aggregate base per Section 200-2.2 may be used for bedding A or B. Reinforced concrete pipe shall conform to Section 207.2 of the Standard Specifications. Backfill shall be select backfill as approved by the engineer and conform to Section 306-1.3 of the Standard Specifications. Payment Full compensation for all labor, materials, tools and equipment for the above work and all other appurtenant work as shown on the plans or included in the specifications shall be included in the unit price per lineal foot and no additional compensation shall be made. The 39" and 36" RCP to be removed shall become the property of the contractor upon removal. The bidder should take the salvage value of the pipe into account when bidding this item. BID ITEM 3 - 51" Reinforced Concrete Pipe The work for this bid item shall include clearing and grubbing, excavation, bedding, laying of the pipe, and backfilling. workmanship shall conform to Section 300-1 and 306-1 of the Standard Specifications. Bedding shall conform to Standard Plan 319 of the OCEMA. Crushed aggregate base per Section 200-2.2 may be used for Bedding A or B. Reinforced concrete pipe shall conform to Section 207.2 of the Standard Specifications. Backfill shall be select backfill as approved by the engineer and conform to Section 306-1.3 of the Standard Specifications. Payment Full compensation for all labor, materials, tools and equipment for the above work and all other appurtenant work as shown on the plans or included in the specifications shall be included in the unit price bid per lineal foot and no additional compensation will be made. -25- BID ITEM A- 18" Reinforced Concrete P The work for this bid item shall include excavation, bedding, lay- ing of the pipes, backfill, joining of the 18" reinforced concrete pipe to the existing asbestos cement pipes, joining pipe into the mainline storm drain with a Type VI junction structure per Orange County Environmental Management Agency Standard Plan 315, and three concrete collars per Orange County Environmental Management Agency Standard Plan 317 as shown on the plans. Workmanship shall conform to Sections 300-1.3 and 306-1 of the Standard Specifications. Bedding shall conform to OCEMA Standard Plan 319. Crushed aggregate base per Section 200-2.2 of the Standard Specifications may be used for bedding A or B. Reinforced concrete pipe shall conform to Section 207-2. Concrete shall be class 560-C-3250 per Section 201-1. Backfill is to be select backfill as approved by the Engineer and conforming to Section 306-1.3. Payment Full compensation for all labor, materials, tools and equipment for the above work and all other appurtenant work as shown on the plans or included in the specifications shall be included in the unit price bid per lineal foot and no additional compensation will be made. BID ITEMS 5, 6, 7, 8, 9, 11, & 12 - Reinforced Concrete Box, Junction Structure Type II, Junction Structure Structure Type III Transition Structure No. 1. Reinforced Box Manhole. Headwall and The work for these bid items shall include clearing and grubbing, excavation, bedding, steel fabrications and place- ment, form work, placing of concrete and backfilling of structure. Workmanship shall conform to Section 303-1 0£ the Standard Specifications. Bedding shall conform to OCEMA Standard Plan 319. Crushed aggregate base per Section 200-2.2 of the Standard Specifications may be used for bedding A or B. Reinforced concrete shall conform to Sections 201-1 and 201-2. Backfill shall be select backfill as approved by the Engineer and conform to Section 306-1.3. Concrete shall be Class 560-C-3250. Payment Full compensation for all labor, materials, tools and equipment for the above work and all other appurtenant work as shown on the plans or included in the specifications shall be included in the price bid and no additional compensation will be made. -26- 0 BID ITEM 10 - Type V Inlet The work for this bid item shall excavation, bedding, fabrication lation, backfill and the grading Street. E include clearing and grubbing, of inlet and fittings, instal - of a swale along Del Obispo Workmanship shall conform to Sections 300-1.3, 306-1 and 304-1 of the Standard Specifications. Bedding shall conform to OCEMA Standard Plan 319. Crushed aggregate base per Section 200-2.2 of the Standard Specifications may be used for bedding A or B. Corregated metal shall conform to Section 207-11 and be 18 gauge. Backfill shall be select backfill as approved by the engineer and conform to Section 306-1.3. Payment Full compensation for all labor, materials, tools and equipment for the above work and all other appurtenant work as shown on the plans or included in the specifications shall be included in the lump sum price bid and no additional compensation will be made. BID ITEM 13 - Construct Access Ramp The work for this bid item includes construction of an earthen embankment, an asphalt concrete path, a handrail and a fence opening. Workmanship for this bid item shall conform to Sections 300-4, 302-5, 304-2 and 304-3 0£ the Standard Specifications. Hand- rail shall conform to Los Angeles County Road Department Standard Plan 88-02. Asphalt concrete shallmeet the provisions of Section 400-4 and be III -AR 4000. Coarse aggregate shall consist of material of which at least 75 percent by weight shall be crushed particles in lieu of subsection 400-4.2.3. The metal hand railing shall meet the requirements of Section 206-5. Fencing shall conform to Section 206-6. Payment Full compensation for all labor, materials, tools and equipment for the above work and all other appurtenant work as shown on the plans or included in the specifications shall be included in the lump sum price bid and no additional compensation will be made. BID ITEM 14 - 12' Gate Work for this bid item is construction of a 12 foot swinging gate. Workmanship shall conform to Section 304-3 and materials to Section 206-6 of the Standard Specifications. -27- M Ll Payment Full compensation for all labor, materials, tools and equipment for the above work and all other appurtenant work as shown on the plans or included in the specifications shall be included in the lump sum price bid and no additional compensation will be made. BID ITEM 15 - Remove Headwall Work for this bid item includes removal of the reinforced concrete headwalls. Workmanship shall conform to Section 300-1 of the Standard Specifications. Payment Full compensation for all labor, materials, tools and equipment for the above work and all other appurtenant work as shown on the plans or included in the specifications shall be included in the lump sum price bid and no additional compensation will be made. BID ITEM 16 - Supply Temporary Irrigation Line and Construct New Permanent Irrigation Line. Work for this bid item includes construction of a temporary above ground irrigation line along the easterly lire of the construction easement of Kinoshita Farm, hooking up to the existing system, installation of irrigation pipe and appurtenances to replace the eistinq pipe and appurtenances, hooking up of the new irrigation line and all other appurtenant work necessary to restore the irrigation system to its previous operational efficiency. The owner must be afforded access and continuous use of his irrigation facilities. Workmanship shall conform to Section 306-1 of the Standard Specifications. Permanent pipe shall be Type 1120 or 1220 polyvinylchloride low head underground irrigation pipe with a pressure rating of at least 50 p.s.i. Fittings shall be Schedule 40 PVC Type 1. Solvent for use on PVC pipe shall be of a type approved by the manufacturer of the pipe. Fittings for belled type of pipe shall also be of the same manufacture as the pipe. Temporary pipe may be metal but must operate to the satisfaction of the Engineer. Payment Full compensation for all labor, materials, tools and equipment for the above work and all other appurtenant work as shown on the plans or included in the specifications shall be included in the lump sum price bid and no additional compensation will be made. -28- BID ITEM 17 - Grade and Pave Asphalt Concrete Surface - Work for this bid item includes rough and fine grading and con- struction of 6" aggregate base and 3" asphalt cap and installation of approximately 15' of concrete gutter per Section B -B of Orange County EMA Standard Plant 206. Asphalt concrete shall meet the provisions of Section 400-4 and be III AR 4000. Coarse aggregate shall consist of material of which at least 75 percent by weight shall be crushed particles in lieu of Subsection 400-4.2.3. Concrete shall be Class 560-C-3250. Payment Full compensation for all labor,materials, tools, and equipment for the above work and all other appurtenant work as shown on the plans or included in the specifications shall be included in the price bid per square foot and no additional compensation will be made. BID ITEM 18 - Construction Fencing - Work for this bid item shall include the erection, maintenance and removal of a 5' chain link fence. This fence must be up before construction begins and must be removed within seven days after the Engineer accepts the work. Payment Full compensation for all labor, materials, tools and equipment for the above work and all other appurtenant work as shown on the plans or included in the specifications shall be included in the lump sum price bid and no additional compensation will be made. BID ITEM 19 - Traffic Control The work for this bid item shall include the safe control of traffic in the construction zone to the satisfaction of the Engineer. Traffic control will be required on Camino Del Avion and along Del Obispo Street and must be maintained on a 24-hour basis. Payment Full compensation for all labor, materials, tools and equipment for the above work and all other appurtenant work as shown on the plans or included in the specifications shall be included in the lump sum price bid and no additional compensation will be made. -29- 0 0 Bid Items - ALTERNATE B BID ITEM 1 - 78" Cast In Place P The work for this bid item shall include clearing and grubbing, excavation, laying of the pipe, backfilling, removal of PCC underground structures, bulkhead, 39" RCP, the applicable portion of 36" RCP, tree, removal and replacement as necessary of street improvements and chain link fence. 84 inch cast in place pipe may be substituted for the 78 inch CIPP. Workmanship shall conform to Sections 300-1 and 306-4 of the Standard Specifications. Concrete shall have a 28 day strength of 3,000 psi. Backfill shall be select backfill as approved by the Engineer and conform to Section 306-1.3 of the Standard Specifications. Payment Full compensation for all labor, materials, tools and equipment for the above work and all other appurtenant work as shown on the plans or included in the specifications shall be included in the unit price per lineal foot and no additional compensation shall be made. The 39" and 36" RCP to be removed shall become the property of the contractor upon removal. The bidder should take the salvage value and cost of removal of the pipe into account when bidding this item. BID ITEM 2 - 60" Cast in Place Pipe The work for this bid item shall include clearing and grubbing, excavation, laying of the pipe, backfilling, removal of the applicable portion of 36" RCP and removal of a tree and a manhole. Workmanship shall conform to Sections 300-1 and 306.4 of the Stan- dard specifications. Concrete shall have a 28 day strength of 3,000 psi. Backfill shall be select backfill as approved by the Engineer and conform to Section 306-1.3 of the Standard Specifications. Payment Full compensation for all labor, materials, tools and equipment for the above work and all other appurtenant work as shown on the plans or included in the specifications shall be included in the unit price per lineal foot and no additional compensation shall be made. The 39" and 36" RCP to be removed shall become the property of the contractor upon removal. The bidder should take the salvage value of the pipe into account when bidding this item. -30- 7. 9 BID ITEM 3 - 51" Cast In Place Pi 0 The work for this bid item shall include clearing and grubbing, excavation, laying of the pipe, and backfilling. 54" CIPP may be substituted for the 51" CIPP. Workmanship shall conform to Section 300-1 and 306-1 of the Standard Specifications— Concrete shall have a 28 day strength of 3,000 psi. Backfill shall be select backfill as approved by the Engineer and conform to Section 306-1.3 of the Standard Specifications. Payment Full compensation for all labor, materials, tools and equipment for the above work and all other appurtenant work as shown on the plans or included in the specifications shall be included in the unit price bid per lineal foot and no additional com- pensation will be made. BID ITEMS 4 THROUGH 19 f Bid items 4 through 19 are the same as in Alternate A. Insurance and Overhead Costs The contractor will not receive any direct compensation for insurance and overhead (move in, clearing and grubbing, pot- holing, etc.) costs. Accordingly, all such costs shall be pro -rated to the appropriate bid items. Utilities The Engineer has endeavored to show all existing utilities. The contractor must, however, take all precautionary measures to protect all utilities, and services. Of particular interest are the Kinoshita irrigation lines. These lines are to be potholed by the contractor in the presence of the owner and plainly marked before construction begins. The owner is to have continuous use of these lines, and contractor shall immediately repair damaged lines. Such repairs shall take precedent over all other construction activities. Mitigation of Damage to Crops and Soil The contractor shall carry out construction activities so as to minimize damage by compaction to the adjacent fields. These measures include, but are not limited to: a. Placing of excavated soil on edge of construction easements and the pipe between the spoil and trench. -31- M 10. 0 0 b. Use of a tracked backhoe, routing of traffic as close as possible to the property line and mini- mizing traffic. C. Dust shall be controlled by a speed limit of five (5) miles per hour, and wetting down of the site to the satisfaction of the Engineer. Coordination With Property Owners and Cost of Claims It is most important to insure that the operations of Kinoshita Farms and Vermeulen's Ranch Market experience minimal disruption. Immediate response to broken irrigation facilities and disruption to delivery schedules at the market is mandatory. Claims arising from delayed construction shall be the responsibility of the contractor. Water Contractor is responsible for making arrangements for water with Orange County Waterworks District #4. All costs for water should be pro -rated to the appropriate bid items. Geology A copy of a geologist's report is on file in the office of the City Engineer and is available for the contractor's review. -32- 1 1 1 t 1 1 1 0 0 6-a SCHEDULE OF WORK ITEMS - ALTERNATE "A" NO 014 ITEM NO. APPROX. WORK ITEM WITH UNITS UNIT PRICE TOTAL QUANTITY (PRICE WRITTEN IN WORDS) (IN FIGURES) AMOUNT 1. 319 L.F. Furnish and install 78" $ $ reinforced concrete pipe for the unit price of dollars per lineal foot 2. 428 LF Furnish and install 60" $ $ reinforced concrete pipe for the unit price of dollars per lineal foot 3. 760 LF Furnish and install 51" $ $ reinforced concrete pipe for the unit price of dollars per lineal foot 4. 50 LF Furnish and install 18" $ $ reinforced concrete pipe for the unit price of dollars per lineal foot 5. 744 L.F. Construct 3'X8' reinforced $ $ concrete box for the unit price of dollars per lineal foot. 6• 5 each Construct junction struc- $ $ ture Type II for the unit price of dollars each. 7. 1 each Construct junction struc- $ $ ture Type III, for the unit price of dollars each. 6-a 0 0 SCHEDULE OF WORK ITEMS - CONT'D.- ALTERNATE "A" ITEM NO. APPROX. WORK ITEM WITH UNITS QUANTITY (PRICE WRITTEN IN WORDS) M En 10 11 12. 13 14 15 16 UNIT PRICE TOTAL (IN FIGURES) AMOUNT 1 each Construct transition $ structure No. 1 for the unit price of dollars each. 1 each Construct reinforced concrete $ box manhole for the unit price of dollars each. 1 each Construct inlet Type V for the$ unit price of dollars each. 1 each Construct headwall for the $ unit price of dollars each. 2 each Construct grated inlet for $ the unit price of dollars each. LS Construct access ramp for the $ lump sum price of dollars. 1 each Construct 12' gate for the $ unit price of dollars each. 2 each Remove headwall for the unit $ price of dollars each. L.S. Supply temporary irrigation $ line and construct new perma- nent irrigation line for the lump sump price of oll� ars m17 V F r. R It ' SCHEDULE F WORK ITEMS - CONT'D - ALTERNATE "A" ITEM NO. APPROX. WORK ITEM WITH UNITS UNIT PRICE TOTAL ' QUANTITY (PRICE WRITTEN IN WORDS) (IN FIGURES) AMOUNT ' 17. Sq. Ft. Grade and pave AC surface $ $ for the unit price of _ dollars ' per square foot 18. L.S: Erect and remove construction $ $ ' fencing for the lump sum of price of dollars 19. L.S. Provide traffic control for $ $ the lump sum price of dollars. 1 1 1 6-c Illl I rl . " i l .•' . '• I Illi 'I UPON THE CERTIFICATE HOLDER . ' Ii 1 NAME AND OGRESS OF AGENCY II L+ iiil IIt 1 OHP' III AFFORDING COVERAGES Agency Insurance & Bonding, Inc. ; rl=;" GROUP IIIGtiLF 685 S. Manchester ---- - — Anaheim, Ca. 92802 C )IVP NL 1;1191�TOR VEHICLE CASUALTY CO. NAME AND DDRESS DF INSURED KEN THOMPSON, INC. cc nIii"' II, e'BEMONT INDEMNITY P.O. Box 749 Cypress, Ca. 90630 cc n :"' 1:1JIREMAN'S FUND L nfl: This is to c Fitly that policies of insurance listed Ielow have beet issued to she insure i r , T i :tX •11: 8 hl i - )M a at this time. Notwithstanding any requirement, term or condition of any con rad or a her document with respec' to which this certificate may be is ue I o r Iy cx!rt:.I I I .ur Ince affordp d by the policies described herein is subject to all the terms, ext: isions al d conditions of such polio IS. Limits of Liabilit in housan s COMLETTERY TYI EOFINSURANCE FJLICY NUMBER I,Ln 1 IAY'.ATE EACH AGGREGATE OCCURRENCE GENERAL LIABILITY BODILY INJURY E s rr••�� LXl COMP tEHENSIVE FORM PREMGES—OPERATIONS PROPERTY DAMAGE E $ [ E%PLC TION AND COLLAPSE HA2\RD UNDEI GROUND HAZARD PROOF CTS/COMPLETED OPE CATIONS HAZARD A I_ CONTI ACTUAL INSURANCE GA 5052874 5/1./82 BODILY INJURY AND PROPERTY DAMAGE s50O $500 BROA( FORM PROPERTY COMBINED DAN AGE INDEP NDENT CONTRACTORS PERSC NAL INJURY PERSONAL INJURY $ AUTOMOBILE LIABILITY BODILY INJURY $ (EACH PERSON) COMP iEHENSIVE FORM BODILY INJURY $ (EACH ACCIDENT) OWNE I HIRED PROPERTY DAMAGE $ o GA 5052874 0 5/L/82 BODILY INJURY AND A NON{WNED PROPERTY DAMAGE $ COMBINED !cessOTHEI EXCESS LIABILITY BODILY INJURY AND 0 B UMBRPLLA FORM MU 103218 o 5/1/O2 PROPERTY DAMAGE E1000 a THAN UMBRELLA COMBINED of unde FORM WORKERS' COMPENSATION STATUTORY and C EMPLOYERS'LIABILITY WP 81138155 1 5/L/82 E20010 (Er,IACcmn OTHER D INLAND MARINE MSF 4760802 5/L/82 ■■� ■emliul DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLCS $349,408.06 Cast in Place Pipeline Cancellation: Should any of the above descried policies be c.+nceIied bef I, � the expiration date thereof. the issuing com- pany will endeavor to mail —days written notice to tl-e helow named certificate holder, but failure to mail such notice shall impose no obligation cr I ability of ar y I Ir(. upon the company. NAME AND ADDRESS OF CERT IF ICATE HOLDER: City of San Juan Capistrano City Hall 32400 Paseo Adelanto San Juan Capistrano, Calif PW 7-20-81 Y 0 0 (The Attaching Clause need be completed only when this endorsement is Issued subsequent to preparation of the policy.) (3116 LIABILITY ISO G116 ADDITIONAL INSURED Owners or Contractors) This endorsement modifies such insurance as is afforded by the provisions of the policy relating to the following: COMPREHENSIVE GENERAL LIABILITY INSURANCE MANUFACTURERS' AND CONTRACTORS' LIABILITY INSURANCE This endorsement, effective 7-20-81 (12:01 A. M., standard time) issued to Ken Thompson, Inc. by IPC Gulf Name of Person or Organization (Additional Insured) City of San Juan Capistrano Bodily Injury Liability Property Damage Liability Premium Bases Cost Cast , forms a part of policy No. GA 5052874 L 9452 (Ed. 1.73) 66 ... . ... .13...64-- ..... 1111 1111... 1111 Authorised Re ntative Schedule Location of Covered Operations All Operations Rates Advance Premium $100 of cost $ TBD $100 of cost $ TBD Total Advance Premium S TBD It is agreed that: 1. The "Persons Insured" provision is amended to include as an insured the person or organization named above (hereinafter called "additional insured"), but only with respect to liability arising out of (1) operations performed for the additional insured by the named insured at the location designated above or (2) acts or omissions of the additional insured in connection with his general supervision of such operations. 2. None of the exclusions of the policy, except exclusions (a), (c), (f), (g), (i), (j) and (m), apply to this insurance. 3. Additional Exclusions This insurance does not app(y: (a) to bodily injury orpropertydamage occurring after (1) all work on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured at the site of the covered operations has been completed or (2) that portion of the named insured's work out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project; (b) to bodily injury or property damage arising out of any act or omission of the additional insured or any of his employees, other than general supervision of work performed for the additional insured by the named insured; (c) to property damage to (1) property owned or occupied by or rented to the additional insured, (2) property used by the additional insured, (3) property in the care, custody or control of the additional insured or as to which the additional insured is for any purpose exercising physical control, or (4) work performed for the additional insured by the named insured. 4. Additional Definition When used in reference to this insurance, "work" includes materials, parts and equipment furnished in connection therewith. AUTHENTI 7-20-81 do 0 0 TABLE OF CONTENTS CONTRACT DOCUMENTS NOTICE INVITING BIDS ................................... 1 BID PROPOSAL ........................................... 4 NON -COLLUSION AFFIDAVIT ................................ INSTRUCTION TO BIDDERS ................................. 10 AGREEMENT .............................................. 16 BIDBOND ............................................... 19 FAITHFUL PERFORMANCE BOND .................... A.......... 20 LABOR AND MATERIAL BOND ................................ 21 SPECIAL PROVISIONS ..................................... 23 32400 PASrO ADLLANTO SAN JUAN CAPISTRANO. CALIFORNIA 92675 PHONC 4931171 June 24, 1981 ADDENDUM #2 - DEL AVION STORM DRAIN PHASE III The following changes, additions and clarifications must be added to the specifications for the Del Avion Storm Drain, Phase III: 1. The quantity for Bid Item #3, Alternates A=and B, should read: 968 LF of 51 inch RCP or CIPP. 2. The quantity for Bid Item #17, Alternates A and B, should read: 6300 square feet of paving. 3. The quantity for Bid Item #9 alternates A & B should read: two manholes. 4. ADD the following bid item to both Alternates A and B: 20. 15 tons Furnish and install rip rap for the unit price of dollars per ton Bid Item 20. Furnish and Install Rip Rap - The work for this bid item includes clearing and grubbing, excavation and placement of rip -rap. Workmanship will conform to Standard Plan 809 of the OCEMA and shall be placed to a depth of 36 inches. Broken concrete or A.C. is not an acceptable material. Payment Full compensation for all labor, materials, tools and equipment for the above work and all other appurtenant work as shown on the plans or included in the specifications shall be included in the unit price per ton and no additional compen- sation shall be made. 5. Under Special Provisions for Bid Item #3 add: "Work to be done also includes the removal of a tree, near Station 324-00, removal of concrete channel lining and rip -rap, relocation of sewer lateral. The water service to Vermeulen's Farmers Market is to be protected in place. 0 0 Del Avion Storm Drain, Phase III Addendum 42 June 24, 1981 Page 2 6. Under Special Provisions for Bid Item #17 add: Work to be done also.includes raising of a sanitary sewer manhole to grade. 7. Under Special Provisions for Bid Item #4, substitute four concrete collars for three concrete collars. 8. Under Special Provisions for Bid Item #1 add: Work to be done also includes removal and replacement in kind of asphalt concrete and base. 9. Under Special Provisions for Bid Item #8 add: Work to be done also includes grading to -drain the existing 12 inch CMP to the inlet at Station 41+05. 10. The Pine trees along the reinforced concrete box are to be protected in place. The metal beam guard rail and asphalt concrete along Del Obispo Street is to be protected in place and the cost of repairs, if necessary, will be borne by the contractor. 11. The standard drawings of the handrail, LACFCD transition structure #1 and the Caltrans headwall are included for your convenience. 0 0 INSTRUCTION TO BIDDERS Securing Documents Plans, specifications and other contract documents will be available for examination without charge and copies may be secured in accordance with the "Notice Inviting Bids". Examination of Plans, Specifications and Site of Work The bidder is required to examine the site of work, the proposal, the plans and the specifications very carefully. He shall satisfy himself as to the character, quality and quantities of the work to be performed, the materials to be furnished and the requirements of the Contract Documents. The plans for the work show conditions as they are believed to exist, but it is not to be inferred that all the conditions as shown thereon are actually existent, nor shall the City or any of its officers or agents be liable for any loss sustained by the Contractor as a result of any variance between conditions shown on the plans and actual conditions revealed during examination or progress of the work. The submission of a proposal shall be prima facie evidence that the bidder has made such an examination. Interpretation of Drawings and Documents If any bidder should find discrepancies in, or omission 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 re- quest 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, -10- M 0 0 omissions, or points requiring clarification in the drawings or documents, a written addendum will be mailed to each person to whom a set of contract documents has been delivered. The City will not be responsible for any instructions, explanations or interpretations of the documents presented to bidders in any manner other than written addendum. Addenda or Bulletins' The effect of all addenda to the contract documents shall be considered in the bid and said addenda shall be made a part of the contract documents and shall be returned with them. Be- fore submitting his bid, each bidder shall inform himself as to whether or not any such addenda have been issued, and failure to cover in his bid any such addenda issued may _render his bid invalid and result in its rejection. Disqualification of Bidders No person, firm or corporation shall be allowed to make, file or be interested in more than one bid for the same work unless alternate bids are called for. A person, firm or cor- poration 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. -11- 0 0 B. All prices and notations must be in ink or typewritten. No erasures will be permitted. Mistakes may be crossed out and corrections typed or written in ink adjacent thereto and must be initialed in ink by the person or persons signing the bid. C. Bids shall not contain any recapitulation of the work to be done. Alternate proposals will not be considered except as required hereinabove. No oral, telegraphic or telephonic proposals or modifications will be considered. D. The City may require any bidder to furnish a statement of his experience, financial responsibility, technical ability, equip- ment 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 pro- visions of the specifications. F. Each bidder must accompany his bid with either a cashier's check upon some responsible bank, or a properly certified check upon such bank, or an approved corporate surety bond payable to the City for such a sum of not less than ten (10) percent of the aggregate sum of the bid, which check, or bond and the monies represented thereby shall be held by the City as a guarantee that the bidder, if awarded the contract, will in good faith enter into such contract and furnish the required bonds. 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 re- presented thereby, shall remain the property of the City and, if the bidder shall fail to execute said contract, said surety will pay to the City the damages which the City may suffer by reason of such failure, not exceeding the sum of ten (10) percent of the amount of the bid. A bid received .and not accompanied by such cashier's check, certified check or approved bond shall be rejected. -12- G. Bids shall be delivered to the City at the location stipulated, on or before the day and hour set for the opening of bids, as hereinbefore specified in the "Notice Inviting Bids". Bids shall be enclosed in a sealed envelope bearing the title of the work, the name of the bidder, bid opening date and time of bid opening. Licensing of Contractor All persons, firms, partnerships or corporations shall be licensed in accordance with the Business and Professions Code of the State of California and the applicable ordinances of the City and County before doing any work of any kind. Withdrawl of Bids Any bidder may withdraw his bid in person or by written request at any time prior to the scheduled closing time for re- ceipt -of bids. opening of Bid Proposals The City will, in open session, publicly open, examine and declare the bids at the time set forth in the "Notice Inviting ' Bids". Bidders or their authorized representatives are invited to be present. Award of Contract or Rejection of Bids No bidder may withdraw his bid for a period of forty-five (45) days after the date set for the opening of bids. The con- tract for the work will either be awarded or the bids rejected within the forty-five (45) days from the date set for the opening of bids. The contract for the work will be awarded to the lowest responsible bidder complying with these instructions and with the "Notice Inviting Bids". The City, however, reserves the right to reject any or all bids and to waive any nonconformity in the bids received. -13- 0 The bidder to whom the award is made shall execute a written contract with the City and furnish the stipulated bonds, insurance and bid breakdown within fifteen (15) days after the notice of award of contract. The contract shall be made in the form adopted by the City. The release of the successful bidder's surety deposit, as previously stipulated (page 5), shall be made upon the City's acceptance of the Labor and Materials Bond and the Faithful Per- formance 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 corpora- tion to which an award is made shall furnish evidence of its cor- porate existence and evidence that the officer signing the con- tract and bonds for the corporation is duly authorized to do so. Bonds The successful bidder, simultaneously with the execution of the Agreement, will be required to furnish a Labor and Material Bond in a sum not less than one hundred percent (100%) of the total amount payable by the terms of the contract and a Faithful Performance Bond in a sum not less than one hundred percent (100%) of the amount of the contract. Said bonds shall be secured from a surety company satisfactory to the City. Surety companies, to be acceptable to the City, must be authorized to do business in the State of California and be on the accredited list of the United States Treasury. Time of Performance The work shall be commenced within fifteen (15) calendar days from the date of execution of the contract and shall be diligently prosecuted until completion. A time limit of ninetv -14- ( 90 ) calendar days from the date of execution of the contract has been set for completion of the work. The bidder's attention is directed to the specifications as to 'provisions for extension of time of completion and/or assessment of liquidated damages. Assignment of Contract No assignment by the Contractor of any contract to be entered into hereunder or any part thereof, or of funds to be received thereunder by the Contractor, will be recognized by the awarding authority unless such assignment has had prior approval of the awarding authority and .the surety has been given notice of such assignment in writing and has consented thereto in writing. Workmen and Wages Attention is specifically directed to all provisions of the Labor Code of the State of California with regard to workmen and wages. Wages shall not be less than prevailing wage rates determined by the City 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- 32400 PASEO ADELANTO SAN JUAN CAPISTRANO. CALIFORNIA 92675 ` v 'PHONE 493-1171 October 13, 1981 Ken Thompson, Inc. 8851 Watson Cypress, California 90630 Re: Approval of Change Order 11 Camino del Avion Storm Drain, Phase III Gentlemen: At their meeting of October 6, 1981, the City Council approved Contract Change Order #1 for completion of Phase III of the Camino del Avion Storm Drain. The Change Order authorizes an increase in contract price in the amount of $10,431.58, as described in the enclosed copy. Very truly yours, MARY AN HANOVER, CMC City Clerk MUM Enclosure cc: Director of Public Works 12400 PAASEO AOELANTO SAN JUAN CAPISTRANO. CALIFORNIA 92675 PHONE 493-1171 July 10, 1981 Ken Thompson, Inc. 8851 Watson Cypress, California 90630 Re: Award of Contract - Camino del Avion Storm Drain - Phase III Gentlemen: At their meeting of July 7, 1981', the City Council awarded the contract for the Camino del Avion Storm Drain, Phase III to your company at a cost of $349,408.05. Enclosed are two copies of the contract. Please sign and date both contracts and return the "City Copy" to this office along with all required bonds and insurance. The contract documents are to be executed by your company within 15 days of this notice. I am enclosing Pages 14, 23, and 24 of the bid document which cite the City's requirements for bond and insurance amounts. These requirements must be met as stated before the contract is effective. If I can be of any help to you, please -do not hesitate to call. Thank you for your cooperation. Very truly yours, MARY ANN4ANOVER, CMC City Clerk MAH:ol Enclosures cc: Director of Public Works Administrative Services P fel--vD SPECIFICI� r CJS F ss: li�- CA -WAD D&C ANIDN Tentative Contract Award Date: IV,_ - co, R KiK-I IV C -J7 /� 606 470 y �l ( Int L� 1A k1 F- [ nmar Baa-aLjl�,- zfle�- oil fily� f 1 �C�r (0,y 'P -d. 1Ii�Z to C.,-,ccC" `l73d 12 _ _ � �• � a7� �'9� 606 � __._-.,- � ___...._.�... _ &6 tzj : cW —97q 1 3'i�� (a�� 447— 5 ! 1 1 i MAs N V,ctt 63 ►��T _ s� P Ch F AND SPECIFICATIGN FC�I: Free Tentative Cont, ac". Award nate: A Irl _'1 _ -0 9=c rMs NAA0 (EA,&t�,4 (94CD so -D, am•VC -- 12 L— 5P,� E -r– qtr c" p ttN ik. AizT"u Gln!Y-g,. PC)t(--4-� &.e,ccoK�,- INC. two d u 91- 0 .-*- c .rL 96N �}4St C -p -n< Q�cve. 90-7a-3 t too Cmc ktr�an��. & cox 39 L-4 A\i 1bk- )1 Jj fAe -Alm 53Z - tt-703 1 4 3) 4q2-ISa j l q(eq - 3q47 ! 1 %c 1 "N� z -S o. hurl 9ofa t,�iz_ �• Awa/ �6'• / 5f3i 1� 36-�3 ?3_ (0-"C�.� 9z,4(13 19311 (01c-4w10X.S+ �,2i3) X37-6470 { I C��u C.a�� 9 ),azo 9$ PLAW t'RD SPECIFICATIONS FF `sT��UlCT10 t� CF Cf\i nib _Da- FAV It Tentative Contract Award Date: IMAM= PHO 73 5 STkM5 Kuj"O..A'10 G-1-7 41Vl -q0A ' j q (p3R -570Z ; "N bL 514f Sant UaR�_ 33$ 7 (7/q) ri-m u) 5owp,150.j -7L4 -7 - (og-1 �o GoNS-r, Ccs C-0Aswl�-6 q , C.N-R.iSPE,VE _�IZP. 'P. o. fox � 1 k� t P` 9100(, - - f 1&&L 0,4 71 37/ � C_) Pz►.1 tk °t 17� (� iea� COU C}} . _SorJS. 5 7 W__ 1__ 0 ` - _ �a1.3� 7 (> .- � aU - Ais " 1 I EXECUTED IN DUPLICATE TJNITED PAIFIC Its STI RANO COMPANY l JF HOME OFFICE, TACOMA, WASHINGTON "The Premium charged for this Bond is included in that shown an the Performance Bund." Bond No. U 35 67 30 LABOR AND MATERIAL BOND CALIFORNIA —PUBLIC CONTRACT KNOW ALL MEN BY THESE PRESENTS, that KEN THOMPSON, INC., P.O. BOX 749, Cypress, CA 90630 as Principal, and the UNITED PACIFIC INSURANCE COMPANY, a Washington corporation author- ized to execute bonds in the State of California, as Surety, are held and firmly bound unto CITY OF SAN JUAN CAPISTRANO as Obligee, in the sum of THREE HUNDRED FORTY-NINE THOUSAND FOUR HUNDRED EIGHT AND 05/100-------------------------------------------------- Dollars ($349,408.05 -------- ) for which sum we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally by these presents. The Condition of the above obligation is such that, Whereas the Principal on the 7th day Of July 19 81 , entered into a contract with the Obligee for Construction of Camino Del Avion Storm Drain, Phase III NOW, THEREFORE, if the above -bounden Principal or his subcontractors fail to pay any of the persons named in Section 3181 of the Civil Code of the State of California, or amounts due under the Unemployment Insurance Code with respect to work or labor performed by any such claimant, 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 this bond, a reasonable attorney's fee, to be fixed by the court. This bond shall inure to the benefit of any and all persons entitled to file claims under Section 3181 of the Code of Civil Procedure, so as to give a right of action to them or their assigns in any suit brought upon this bond. Signed and sealed this 17th day of July 19 81 BDU-2804 ED. 3172 (CALIF.) KEN.71j�S0N., I ��.............. By.:.�G � //� .......... UNITED NSUR C MPANY ... B rancis G. .Jarvis ., Attorney-in-rac: State of California 1 ss: County of Orange 1 On July 17 , 19JLI_, before me, the undersigned, a Notary Public in and for said County, personally appeared Francis G. ,larvi c, Jr. known to me to be the person whose name is subscribed to the within instrument as Attorney -in -Fact of UNITED PACIFIC INSURANCE COMPANY, and acknowledged to me that _he subscribed the name of UNITED PACIF IC INSURANCE COMPANY, as Surety, and h j_S__ own name as Attorney -in -Fact. OFFICIAL SEAL GLENNA L.BEARSS NOTARY PUBLIC - CALIFORNIA PRINCIPAL OFFICE IN tlk� ORANGE COUNTY ssion EAP. I,13y 3, 1985 - My Commission expire%'V�(V14; OC Notary Public in and for uid County BOU-1818 ED. 3/72 (CALIF.) UNI'I�ED PCIFIC INSURANCE omr_>A.NY 4ME OFFICE, FEDERAL WAY, WASHINGTON POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, That the UNITED PACIFIC INSURANCE COMPANY, a corporation duty organized under the lavva of the State of Washington, does hereby make, constitute and appoint FRAIICIS G. JARVIS, JR. of SANTA AICA, CALIFORf.IA------- its true and lawful Attorney -in -Fact, to make, execute, seal and deliver for and on its behalf, and as its act and deed ANY AND ALL BONDS AND OF SURETYSHIP— end to bind the UNITED PACIFIC INSURANCE CO1'PANY thereby as fully and to the same extent as if such bonds and undertakings and other wnnngs obligatory in the nature thereof were signed by an Executive Officer of the UNITED PACIFIC INSURANCE COMPANY and sealed and attested by one other of such officers, and hereby ratifies and confirms all that its said Attorney(s)-in-Fact may do in pursuance hereof. This Power of Attorney is granted under and by authority of Article VII of the By -Laws of UNITED PACIFIC INSURANCE COMPANY which became effective September 7, 1978, which provisions are now in full force and effect, reading as follows: ARTICLE VII — EXECUTION OF BONDS AND UNDERTAKINGS t, The Board of Directors, the President, the Chairman of the Board, any Senior Vice President, any Vice President or Assistant Vice President or, other officer designated by the Board of Directors shall have power and authority to (a) appoint Attorneys -in -Fact and to authorize them to execute on behalf of the Company, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and (b) to remove any such Attorney -in -Fact at any time'and revoke the power and authority given to him. 2. Attorneys-imFact shall have power and authority, subject to the terms and limitations of the power of attorney issued to them, to execute and deliver an behalf of the Company, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. The corporate seal is not necessary for the validity of any bonds and undertaking., recognizances, contracts of indemnity and other writings obligatory in the nature thereof. 3. Anorneys-in-Fad shall have power and authority to execute affidavits required to be attached to bonds, fecognizances, contracts of indem- nity or other conditional or ob5gatory undertakings and they shall also have power and authority to certify the financial statement of the Company and to copses of the By -Laws of the Company or any article or section thereof. This power of attorney is signed and sealed by facsimile under and by authority of the following Resolution adopted by the Board of Directors of UNITED PACIFIC INSURANCE COMPANY at a meeting held on the 5th day of June, 1979, at which a quorum was present, and said Resolution has not been amended or repealed: "Resolved, that the signatures of such directors and officers and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or factimile seat shall be valid and binding upon the Company and any such power so executed and certified by facsimile signatwa and facsimile seat shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached.- - - IN WITNESS WHEREOF, the UNITED PACIFIC INSURANCE COMPANY has caused these presents to be signed by its Vice President, and its corporate seal to be hereto affixed, this 22nd day of October 79 80. STATE OF Washinon - COUNTY OF KiZtp ass. On this 22nd day of October UNITED PACIFIC INSU ANCE OMPANY V �L \J Vim President 1930. personally appeared Charles B. Schmalz to me known to be the Vice -President of the UNITED PACIFIC INSURANCE COMPANY, and acknowledged that he executed and attested the fore- going instrument any affixed the seal of said corporation thereto, and that Article Vll, Section 1, 2, and 3 of the By -Laws of said Company, and the Resolution, rt forth therein, are still in full force. I�('/�s My Commission Expires: C mJune 12 ,7982 = Tleturs• Public in and for St to of Washington Refidingat _ Tacoma 1 Charles J. Falskou Assistant Secretary of he UNITED PACIFIC INSURANCE COMPANY, do hereby certify that the above and tot egoing is o true and correct copy of a Povor of Attorney executed by said UNITED PACIFIC INSURANCE COMPANY, which is stilt .n full force and effect. - IN WITNESS WHEREOF, 1 have hereunto tet my hand and affixed the saal of mid Company this . 17th day of July - 1981 I MAL fl Assistant Sacratary CJIf� 1�;,%/J/1 ,SIJ/Jil (,J�C�f1lJlLll- 32400 PASFO ADELANTO SAN JUAN CAPISTRANO, CALIFORNIA 92675 PHONC 493-1171 July 9, 1981 Shigeru Kinoshita Kinoshita Farms, Inc. P. O. Box 201 San Juan Capistrano, California 92693 Re: Camino Del Avion Storm Drain Phase II Dear Mr. Kinoshita: At the meeting held July 7, 1981, the City Council considered the above subject matter and referred it to the Director of Public Works. You will be notified of any further action taken by the Council. If you have any questions, please do not hesitate to give me a call. Very truly yours, -2Z�_�-� MARY ANN H7/NOVER, CMC City Clerk MAH:O1 CC: Director of Public Works 32400 PASEO ADELANTO SAN JUAN CAPISTRANO. CALIFORNIA 92675 PHONE 493-1171 June 22, 1981 Shigeru Kinoshita Kinoshita Farms, Inc. P. O. Box 201 San Juan Capistrano, California 92693 Re: Avion Storm Drain Phase II Dear Mr. Kinoshita: Receipt of your letter dated June 11, 1981, requesting corrections in the completed construction of the above subject matter is hereby acknowledged. Copies of your letter have been forwarded to the memebers of the City Council and Department Heads. We will advise you of any action taken by the Council on this matter. Very truly �y, ourrs/� MARY ANN ER, CMC City Clerk MAH: o1 cc: City Council City Manager 32400 PASEO ADELANTO SAN JUAN CAPISTRANO• CALIFORNIA 92675 gN ONE 493.117 1 May 7, 1981 Capistrano Unified School District Attn: Bill Dawson 32972 Calle Perfecto San Juan Capistrano, CA 92675 Re: Approval of Plans and Specifications for Camino Del Avion Storm Drain, Phase III Gentlemen: At their meeting of May 5, 1981, the City Council took unanimous action to approve the plans and specifications for construction of the Del Avion Storm Drain Phase III. The Council also authorized staff to advertise and call for bids. We will advise you of any further action taken by the Council on this matter. Very truly yours, MARY ANNHPtNOVER, CMC City Clerk MAH:ol cc: S. Kinoshita , C. Vermeulen Director of Public Works 32400PASEO ADELANTO SAN JUAN CAPISTRANO. CALIFORNIA 92675 \\ PHONE 493.1171 J August 27, 1980 Shig Kinoshita 27015 Calle Real Capistrano Beach, California 92624 Re: Camino del Avion Right -of -Way Dear Mr. Kinoshita: Pursuant to the request of the City Attorney, enclosed for your information is a copy of Resolution No. 80-8-20-7, adopted by the Council on August 20th, which declares the City's intent to acquire right -o£ -way for Camino del Avion through eminent domain. If you have any questions, please do not hesitate to call. Very truly yours, (MRS) MARY ANN HANOVER, CMC City Clerk MAFI/c j Ir' Enclosure cc: City Attorney ft GEOTECHNICAL CONSULTANTS, INC. Burbank - San Francisco - Santa Ana - Ventura. California GIC June 1, 1981 581034 Geotechnical Reconnaissance Proposed Del Avion Storm Drain Phase III, City of San Juan Capistrano, California For City of San Juan Capistrano 2001 East 4th Street, Suite 102, Santa Ana, California 92705 • Phone (714) 547-5413 S81034 T TABLE OF CONTENTS INTRODUCTION GENERAL 1 PURPOSE AND SCOPE 1 PROPOSED DEVELOPMENT 2 FINDINGS 3 ROUTE CONDITIONS 3 EARTH MATERIALS 3 Fill (af) 3 Alluvium (Qal) 4 Capistrano Formation (Tc) 4 GROUNDWATER 4 CONCLUSIONS AND RECOMMENDATIONS 5 1.0 GENERAL 5 2.0 DEWATERING 5 3.0 SITE PREPARATIONS 6 4.0 TRENCH EXCAVATIONS 7 4.1 Trenching 7 4.2 Trench Slopes 7 4.3 Shoring 8 5.0 TRENCH BACKFILL 8 5.1 RCP Bedding and Cover 8 5.2 Box Culvert Bedding and Cover 12 5.3 Backfill Outside Pipe Zone 12 6.0 CONCRETE BOX DESIGN 12 7.0 CORROSION 13 8.0 GEOTECHNICAL REVIEW AND OBSERVATION 14 S81034 FIGURES TABLES PLATES TABLE OF CONTENTS continued Figure 1 - Slope Setback Requirements Figure 2 - Lateral Pressures for Temporary Excavations Table 1 - Bedding Gradation Table 2 - Pipe Zone Gradation Plate 1.1 through 1.3 - Geotechnical Map ADDFNnTY A SUPPORTING GEOTECHNICAL DATA EXPLORATION TESTING MOISTURE AND DENSITY TESTS DIRECT SHEAR TESTS GRAIN -SIZE DETERMINATIONS CHEMICAL TESTS COMPACTION TEST PLATES Plates A-1.1 through A-1.4 Plate A-2 Plate A-3 Plate A-4 Plate A-5 Plate A-6 Page ii A-1 A-3 A-3 A-3 A-4 A-4 A-4 - Log of Drill Holes - Legend to Logs - Shear Test Data - Grain -Size Distribution Data - Compaction Test Data - Legend to Test Data T INTRODUCTION GENERAL 170 This report presents the results of our geotechnical reconnaissance for the proposed Del Avion Storm Drain Phase III located in the vicinity of Del Obispo Street and Camino Del Avion, City of San Juan Capistrano, California. The alignment of the proposed storm drain improvements and the approximate locations of four drill holes excavated during our reconnaissance are shown on Plates 1.1 through 1.3 - Geotechnical Map. Drill hole logs and the results of laboratory testing on representative earth materials are presented in the Appendix. This report was prepared for the exclusive use of the City of San Juan Capistrano for specific application to the subject project in accordance with generally accepted foundation engineering practices. No other warranty, expressed or implied is made. PURPOSE AND SCOPE The purpose of this study is to present a description of representative subsurface conditions to be anticipated during excavation for the storm drain improvements and to provide geotechnical data for design. The scope of our work for this project was established as follows: 1. Excavate four rotary bucket drill holes to depths up to 20 feet below existing ground surface. 2. Obtain inplace and bulk samples of representative earth materials encountered during exploration. Record groundwater levels where encountered. S81034 �j^ 2 3. Perform necessary laboratory testing on samples obtained to determine strength characteristics and other engineering pro- perties of the foundation soils. 4. Make engineering analyses to determine excavation characteris- tics, temporary slope stabilities, shoring data, bedding, cover and backfill requirements. 5. Prepare a formal report summarizing our findings, conclusions and recommendations. PROPOSED DEVELOPMENT The proposed storm drain improvements consist of two segments; a box culvert on the west side of Del Obispo Street and a reinforced con- crete pipe (RCP) drain east of Del Obispo Street, that circumvents Marco Forester Junior High School. The box culvert is eight feet wide by three feet deep and will be founded along the flowline of an existing unlined ditch paralleling Del Obispo Street. A two foot cover of earth materials will be placed over the completed structure for its full length of approximately 750 feet. The RCP segment which is approximately 1700 feet long, begins at Camino Del Avion extending northward along the east side of Marco Forester Junior High School and turning westward along the southside of Vermeulen's market, terminating at Del Obispo Street into an existing 66 -inch diameter RCP drainline. Beginning at Camino Del Avion, the proposed pipeline is 78 - inch diameter, gradually reducing to 48 -inch diameter near the terminus at S81034 .�.Y_- 3 Del Obispo Street. The depth of excavation is generally eight to 13 feet below ground surface, locally deepening to approximately 15 feet around station 34+50 where the alignment approaches the toe of an existing slope. FINDINGS ROUTE CONDITIONS The southerly portion of the RCP alignment crosses an agricul- tural field of limited topographic expression, with groundsurface elevations gradually rising to the north. This field is presently under cultivation. At approximately station 34+90 the pipeline route crosses an existing Swale and trends askeW to a small south -facing slope, crossing the slope face and then paralleling the top of slope adjacent to a produce market. Numerous underground utilities are located within this portion of the alignment, and a gravel covered access area is present along the rear of the market. The proposed box culvert will be constructed within an existing unlined drainage ditch that parallels the westside of Del Obispo Street. The ditch is approximately three to four feet below adjacent roadway grade, and contained water on the order of six inches deep at the time of exploration. A light to moderate growth of low -growing vegetation flanks the westside of the alignment in this area. EARTH MATERIALS Fill (af). Existing fill was encountered in Drill Holes (DH-) 3 and 4 to depths of three feet and two feet respectively. In DH -3, the fill materials consisted of brown, moist,medium firm to firm silty clay with six inches of gravel surfacing, associated with development of the S81034 ROW CROP VEGETABLES TRUCK FARMING KINOSHITA FARMS, INC. P.O. Box 201 SAN JUAN CAPISTNANO, CA"PORNIA 92693 June 11, 1981 City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Attn: Mayor Schwartze Re: Avion Storm Drain Dear Sir; The recently completed second phase of the Avion Storm drain has some deficiencies that must be corrected. The specific area on Avion, to which I refer, is between Del Amo Street and the entrance to Marco Forster Junior High School. The curb forma I dam which prevents water from entering into the Storm drain inlet. Secondly, one of the inlets is on our aide. I believe it should be on City property. Your prompt attention to this matter will be greatly appreciated. SK/mk Sincerely, Shigeru Kinoshita VIy Y) Z 4 T ---'-`ed of brown and on of the gravel, nn the underlying )f the four drill ring in DH -1 through Is generally consist t materials that t and medium dense a depth of 13 feet. itered in DH -4 below gathered Capistrano gist clayey silt, i feet below ground ill holes. The ele- t above mean sea for Drill holes - 2 perched horizon or ased on the construc- d pipeline excavation S1. t will be constructed runoff from the north. ainage ditch and did S81034 T 5 not expose groundwater. However, water was present within the ditch to a measured depth of six inches. It is likely that this condition will persist at the time of construction, anticipated during the summer months. CONCLUSIONS AND RECOMMENDATIONS 1.0 GENERAL Based upon our exploration, laboratory testing and engineering analysis of geotechnical data pertinent to the area, it is our opinion that it is geotechnically feasible to develop the storm drain improvements as generally proposed, provided that the recommendations contained within this report are incorporated into the project. The principal geotechnical con- siderations which will have a bearing on construction include site prepara- tions beneath the box culvert and protection of existing improvements adjacent to proposed excavation. 2.0 DEWATERING Along the RCP alignment east of Del Obispo Street, groundwater was encountered in DH -1 at elevation 45 feet. This elevation is slightly below the lowest point of proposed excavation. For construction accomplished during the summer and early fall months of 1981, this lower groundwater condition should prevail. Minor seepage conditions may develop within the easterly excavation slope where the alignment trends along the cultivated field east of Marco Forester Junior High School, due to ongoing agricultural irrigation. However, this condition would not have a significant impact on construction. At the time of exploration, surface water was present within the drainage ditch where the box culvert will be constructed. Since this water is an accumulation of surface runoff, the presence of water in this area should be S81034 �— 6 anticipated throughout the summer. We recommend that the drainage ditch be blocked off upstream of proposed construction and water diverted around the construction area prior to the start of excava- tion. Standing water remaining in the ditch should be pumped out and the area left open to dry. 3.0 SITE PREPARATION 3.1 General. Site preparation will basically consist of removing and disposing of any significant accumulations of vegetation, trash and debris within the limits of excavation for both the RCP and box culvert alignments, prior to the start of trenching. This will pre- vent contamination of the excavated materials with deleterious matter which would restrict its use as trench backfill. 3.2 Overexcavation. The flowline for the proposed box culvert closely approximates the existing flowline of the drainage ditch present along Del Obispo street, requiring minor design excavations to establish sub - grade. However, the earth materials within the upper portion of the drainage ditch are not suitable for the support of the box culvert. Although the physical site conditions prevented excavation of a drill hole within the ditch, the area was probed and found to contain soft, saturated sediments to a depth slightly in excess of three feet. For planning purposes we estimate that the bottom of the drainage ditch should be overexcavated four feet below the existing flowline to esta- blish a firm subgrade. This should be confirmed by observation of qualified personnel and testing if necessary, during excavation. Removal of these materials may require equipment operating above and to the side of the trench as these soft, saturated soils will likely not support grading equipment. The lateral limits of overexcavation should extend at least four feet outside the edge of the box culvert at the base of removals. S81034 7 vl _ At the completion of overexcavation, the area should be refilled with compacted earth materials up to within six inches of the bottom of the box structure. Onsite earth materials if free of deleterious matter and at a suitable moisture content should be placed in six to eight inch horizontal lifts and mechanically compacted to at least 90 percent relative compaction, relative to the maximum dry density as determined by the standard test method designated ASTM D1557-78. Mater- ials removed by overexcavation will likely be saturated, requiring a substantial drying period. Disposal of these materials and the use of excess earth materials generated from construction of the RCP line should be anticipated. 4.0 TRENCH EXCAVATIONS 4.1 Trenching. Exclusive of the previously described materials within the drainage ditch along Del Obispo Street, the alluvial and existing fill soils along the pipeline alignment can be readily excavated with convention- al grading equipment. 4.2 Trench Slopes. Where sufficient working area exists, open unsupported trench excavations may be constructed above the water table, utilizing temporary slope inclinations of 1 horizontal to 1 vertical. Excavated materials should not be stockpiled closer than 10 feet to the edge of the trench. Unsupported trench slopes should not be excavated closer than five feet horizontally from the base of existing underground pipelines that para- llel the trench. Similarly, the top of slope excavations should not extend closer than two feet at ground surface to the base of overhead utility poles. S81034 8 Any encroachment on these setback limits which are depicted on Figure 1 - Slope Setback Requirements, should be accomplished only after consultation with the individual utility firm to establish additional protection measures as necessary. 4.3 Shoring. Where vertical trench excavations are being considered within the alluvium or existing fill, properly designed shoring installed in accordance with applicable OSHA requirements will be necessary. Lateral earth pressures which can be used for shoring design are shown on Figure 2 Lateral Pressures For Temporary Excavations. These values should be in- creased for any surcharge loads including stockpiled earth materials and live equipment loads. A vertical trench excavation will be required for the segment of the RCP alignment that parallels the southside of Vermeulen's Produce Market. Within this area where the trench parallels the building, no more than 30 lineal feet of trench should be excavated prior to installation of shoring. 5.0 TRENCH BACKFILL 5.1 RCP Bedding and Cover. Pipe bedding and cover materials (pipe zone backfill) should consist of a clean sand and gravel mixture free of dele- terious matter that conforms to the gradations shown in Table 1- Bedding Gradation and Table 2 - Pipe Zone Gradation. The bedding zone should ex- tend from six inches beneath the pipe to 1/6 the outside diameter of the pipe above the bottom of the pipe. S81034 FIGURE I SLOPE SETBACK REQUIREMENTS T XISTING PIPELINE EXCAVATION D /LMINIMUM SETBACK $ FEET T ILITY S81034 FIGURE 2 10 LATERAL PRESSURES FOR TEMPORARY EXCAVATIONS CONDITION I -EXCAVATION ABOVE WATER TABLE COTTON OF EXCAVATION Ne GROUND SURIACC CONDITION Ir -EXCAVATION BELOW WATER TABLE - DEWATEREO S SOIL PRESSURE LUS SONJL WATER PRESSURE LEVEL LOSE OF PRESSURE ONE TO SEEPAGE S81034 Sieve Size 2 inch 1-1/2 inches 3/4 inch 1/2 inch No. 4 No. 10 No. 40 No. 100 Sieve Size 3 inch 1-1/2 inch No. 4 No. 10 No. 40 No. 100 No. 200 Table 1 BEDDING GRADATION Table 2 PIPE ZONE GRADATION Percent Passing 100 95-100 60-100 50- 70 30- 50 10- 30 0- 20 0- 2 Percent Passi 100 95-100 35-100 10-100 0- 60 0- 30 0- 5 GC 11 S81034 12 Unless otherwise specified, the pipe zone shall be considered to extend 12 inches above the top of the outside diameter of the pipe bell. The bedding material beneath the pipe should be placed and graded so that both the pipe and pipe bells are uniformly supported for the full extent of the pipe section. After setting of the pipe section, the remaining pipe zone backfill should be placed in the trench simultaneously on each side of the pipe for the full width of the trench. Bedding and cover materials should be placed and compacted to at least 95 percent relative compaction.in accordance with the previously listed standard. Care should be exercised during backfill and compaction of the bedding and pipe zone materials to avoid damage to the pipe. 5.2 Box Culvert Bedding and Cover. Directly beneath the floor slab of the box culvert, a six-inch thick bedding zone consisting of materials conforming to the gradation shown in Table 1 should be placed and compacted to 95 percent relative compaction. Upon completion of box construction, backfill against the walls and above the roof slab should consist of pipe zone materials shown in Table 2, extending at least 12 inches away from the structure and compacted to at least 90 percent relative compaction. 5.3 Backfill Outside Pipe Zone. Onsite earth materials if free of dele- terious matter and at a suitable moisture content should be placed in thin lifts outside the pipe zone and mechanically compacted to at least 90 per- cent relative compaction. Native earth materials are not suitable for compaction by flooding or jetting. 6.0 CONCRETE BOX DESIGN The concrete box should be designed for the vertical soil cover and surcharge loads and for lateral earth pressures. The top of the culvert S81034 13 will be subject to a 250 pound per square foot pressure due to the weight of the proposed two foot soil cover and any live load surcharge. Lateral loads on the box will consist of an at -rest pressure equal to the pressure exerted by a fluid weighing 65 pounds per cubic foot, a uniform pressure of 90 pounds per square foot due to the soil cover on the top and 35 percent of any vertical surcharge. The at -rest pressure should be increased to the pressure exerted by a fluid weighing 80 pounds per cubic foot where there is a sloping 2 horizontal to 1 vertical sur- charge of the natural slope above. The box can be designed using a bearing value of 2000 pounds per square foot. Lateral pressures can be resisted using a passive pressure equal to the pressure exerted by a fluid weighing 400 pounds per square foot and a friction coefficient of 0.45 between the bottom of the box and the supporting soil. 7.0 CORROSION Test results indicate the supporting earth materials for the pipe and box are basic in character having a pH from 7.2 to 8.4. The sulfate content of these soils range from 63 to 308 parts per million (ppm). Concrete for the pipe and box should be made with sulfate resistant cement, Type II. The supporting materials have a chloride content ranging from 35 to 190 ppm and a low resistivity ranging from 833-2000 ohms per centimeter. These characteristics are severely corrosive and will require protection for metal fixtures placed in contact with soil. S81034 14 r! 8.0 GEOTECHNICAL REVIEW AND OBSERVATION It is recommended that the geotechnical engineer be provided the opportunity for a general review of final design and specifica- tions in order that earthwork recommendations may be properly inter- preted and implemented in the design and specifications. The depth of overexcavation beneath the box culvert should be observed and the subgrade tested if necessary to verify that suffi- cient removals have been accomplished. Trench backfills should be tested by a qualified soils engineer. This report has been prepared by the professional engineer and engineering geologist whose signatures appear below. The findings, recommendations and professional opinions are presented within the limits prescribed by the client, after being prepared in accordance with generally accepted professional engineering and geologic prac- tices. There is no other warranty, either expressed or implied. The Plates and Appendix which complete this report are listed in the Table of Contents. Respectfully submitted, GEOTECHNICAL CONSULTANTS, INC. Charles Kendall Engineering Geo logist #1024 #1024\ wft� Josep F. Ma Civil Engineer #13408 S81034 APPENDIX SUPPORTING GEOTECHNICAL DATA EXPLORATION A-1�� Exploration for the Del Avion Storm drain - Phase III was performed on May 1, 1981 and consisted of excavating four drill holes to depths ranging from 16 to 21 feet. All drill holes were excavated with rotary bucket drilling equipment using an 18 -inch diameter bucket. Undisturbed samples were obtained during drilling by driving into the ground a 3.2 -inch, outside diameter, steel sampler which contained an 8 -inch long, 2 5/8 -inch, inside diameter, brass sampling sleeve. The number of blows of the kelly bar needed to drive the sampler 12 inches was recorded as an indi- cation of the density of the materials. Large bulk samples of the different earth materials encountered during drilling were obtained from the cuttings. All samples of the earth materials were sent to the laboratory for examination, testing, and classification using a modified Unified Soil Classi- fication System and group symbol. Groundwater was encountered in DH -1 at a depth of 16 feet. The level was recorded in the drill hole at the time and under the conditions stated on the log. These data have been reviewed and interpretations made in the text of this report. However, it must be noted that fluctuations in the groundwater level may occur due to variations in rainfall and other factors at the time measurements were made. No caving was observed within the four drill holes excavated. S81034 A-2 Subsurface exploration was performed by an engineering technician working in conjunction with a soil engineer. Field logs were prepared for the drill holes by one of our staff. The logs contain factual information and interpretation of soil conditions between samples. Copies are on file in our office. Final logs represent our interpretation of the contents of the field logs, and the results of the laboratory observations and tests of the field samples. The stratifi- cation lines represent the approximate boundary between soil types, and the transition may be gradual. The final logs are attached as Plates A-1.1 through A-1.4 - Log of Drill Hole. Our recommendations are based on the contents of the final logs and the information contained therein and not on the field logs. A legend to the logs is presented on Plate A-2. The estimated drill hole locations are shown on Plates 1.1 through 1.3. Locations of drill holes were approximately determined from various reference points. Elevations were approximately determined by interpolation of ground surface elevations shown on the construction drawing profiles. Location and elevations of the drill holes should be considered accurate only to the degree implied by the method used. S81034 TFQTTMa MOISTURE AND DENSITY TESTS A-3 Gf _ The moisture contents and densities of undisturbed samples were determined prior to additional testing. The wet densities of the samples obtained from the field were measured. The moisture content was determined in accordance with the ASTM D2216-66 Standard Test Method and was considered to represent the moisture content of the entire sample in order to determine the entire sample's dry density. The test results are presented on Plates A-1.1 through A-1.4. After additional testing was completed, the wet densities and the moisture contents were determined to compute the after -test dry densities. The dry densities of specimens before direct shear testing were computed utilizing the after -test wet weights and moisture contents and the before - test specimen volumes. The moisture contents before testing were computed utilizing the before -test wet weights and volumes and the computed before - test dry densities. DIRECT SHEAR TESTS Direct single shear tests were performed on representative samples of native earth materials to determine their strength characteristics. Prior to testing, the specimen heights and weights were measured and recorded. The desired normal load was applied through a lever system to the specimen placed under water and allowed to saturate and to come to equilibrium. The shear force was applied through a motor and gear system at a constant rate of deflec- tion. Shearing and normal displacements and shear loads were recorded periodi- cally during the test. S81034 A-4 The shear test results are presented on Plate A-3 - Shear Test Data. A legend to the test data is presented on Plate A-6. GRAIN -SIZE DETERMINATIONS Grain -size distributions of 2 representative samples of the earth materials present along the alignment were performed in accordance with a modified test method designated ASTM D422-63. The test results were utilized to verify the soil classification and as an index to the material's other engineering properties. The test results are presented on Plate A-4 - Grain - Size Distribution Data. CHEMICAL TESTS Chemical tests were performed on three representative samples of the onsite materials to determine their sulfate and chloride contents and their pH and resistivity. The test results were utilized to evaluate the potential detrimental effects on concrete pipeline materials. The results are tabulated below: Resistivity Sample Location pH Sulfate(ppm) Chloride(ppm) (ohms/cm) DH -1 @ 10 ft. 7.5 299 68 1430 DH -2 @ 15 ft. 8.4 63 35 2000 DH -3 @ 15 ft. 7.2 308 190 833 COMPACTION TEST A compaction test was performed on a representative sample of the materials likely to be used as backfill. The test was performed in accordance with standard test method designated ASTM D1557. Test results were utilized to determine the compactive characteristics of the earth materials. The test results are presented on Plate A-5 - Compaction Test Data. S81034 Plate A-1.1 LOG OF DRILL HOLE DRILLED May 1, 1981 WITH Rotary Bucket DIAMETER OF DRILL HOLE IN INCHES 18 LOGGED BY P.P. SURFACE ELEVATION IN FEET 62 DATUM See Plate 1.1 T DH -I CA GEOLOGICAL CLASSIFICATION DESCRIPTION o w > W z w x w w LL 0 z a w N N ENGINEERING CLASSIFICATION AND DESCRIPTION TEST DATA D M— — 0 (RC) ALLUVIUM (Qal)— SILTY CLAY (CL), dark brown, 60 I medium firm to firm. 16- 91 Traces of caliche. 18 -116 -DS 5 _ Tan -brown below 5 feet. 19-103 I 55 CP 10 P 23 -102 -CH 5 — SILTY SAND (SM), tan, medium dense 15 dense. _to 3: 17 -114 -GS 45 SAND (SP), tan, wet, dense. 20 Bottom of drill hole at 21 feet. Water at 16 feet; no caving. 25 Drill hole backfilled and tamped. 30 35 SHEET 1 OF 1 LEGEND ON PLATE A-2 THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY BETWEEN SOIL TYPES AND THE TRANSITION MAY BE GRADUAL S81034 Plate A-1.2 T LOG OF DRILL HOLE DRILLED May 1, 1981 WITH Rotary Bucket DIAMETER OF DRILL HOLE IN INCHES 18 LOGGED BY P.P. SURFACE ELEVATION IN FEET 76 DATUM See Plate 1.1 DH -2 GEOLOGICAL CLASSIFICATION DESCRIPTION o W a LL W?? = w a LL a w m a N y ENGINEERING CLASSIFICATION AND DESCRIPTION TEST DATA _D M RC— 0 ( ) ALLUVIUM (Qal) 75 — = SANDY SILT (ML) with clay, dark -_ brown medium firm fine grained 18-101 SILTY CLAY CL brown -dark brown, medium firm. 5 22-102 19 -106 -DS _ _ P CLAYEY SILT (ML), tan and light brown, medium firm to firm. Lenses of clayey sand. - = 10 -- - P 21-104 15 - '_ =.3 20 -107 -CH Bottom of drill hole at 16 feet. No water; no caving. 20 Drill hole backfilled and tamped. 25 30 35 SHEET 1 OF 1 LEGEND ON PLATE A-2 THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY BETWEEN SOIL TYPES AND THE TRANSITION MAY BE GRADUAL S81034 Plate A-1.3 vl v LOG OF DRILL HOLE DRILLED May 1, 1981 WITH Rotary Bucket DIAMETER OF DRILL HOLE IN INCHES 18 LOGGED BY P. P. SURFACE ELEVATION IN FEET 97 DATUM See Plate 1.2 DH -3 GEOLOGICAL CLASSIFICATION DESCRIPTION o w > LL W?0 w = w w WM zy o w 5 ENGINEERING CLASSIFICATION AND DESCRIPTION TEST DATA D M— —0 (RC) FILL (af)Gravel ALLUVIUM (Qal) 95 5 — P surfacin 6 inches thick. 18-106 21-106 18-106 18 -109 -DS 20 -105 -CH SILTY CLAY CL ,brown, medium firm to firm. 90 - I' SILTY CLAY (CL), dark brown, medi- um firm to firm. Lenses of clayey sand below 6 feet. - P 10 - 15 Lf�24 20 Bottom of drill hole at 16 feet. No water; no caving. Drill hole backfilled and tamped. 25 30 35 SHEET 1 OF 1 LEGEND ON PLATE A-2 THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY BETWEEN SOIL TYPES AND THE TRANSITION MAY BE GRADUAL S81034 Plate A-1.4 LOG OF DRILL HOLE T DRILLED May 1, 1981 WITH Rotary Bucket DIAMETER OF DRILL HOLE IN INCHES 18 DH -4 LOGGED BY P.P. SURFACE ELEVATION IN FEET 112 DATUM See Plate 1.3 GEOLOGICAL CLASSIFICATION DESCRIPTION g W > LL W z w = w w W 0z o w c >_ N ENGINEERING CLASSIFICATION AND DESCRIPTION TEST DATA D M— —0 (RC) FILL of 110 -' CLAYEY SIL (MLY, brown and tan, medium firm to firm. 11-101 --1 ALLUVIUM (Qal) — = CLAYEY SILT (ML), dark brown, 3 medium firm. 14- 95 5 -- 1105 ='I Becoming brown to tan -brown 17-108 - - and firm below 5 feet. CAPISTRANO FORMA -10 _ = CLAYEY SILT (ML), tan -brown, firm. TION (Tc) _ Highly weathered 100 _-2 18-102-DS,GS 15 -- 1=-121 Bottom of drill hole at 16 feet. No water; no caving. 20 Drill hole backfilled and tamped. 25 30 35 SHEET 1 OF 1 LEGEND ON PLATE A-2 THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY BETWEEN SOIL TYPES AND THE TRANSITION MAY BE GRADUAL S81034 LEGEND TO LOGS PLATE A-2 qc- GEOLOGICAL ENGINEERING D CLASSIFICATION CLASSIFICATION AND TEST DATA M— —0 DESCRIPTION DESCRIPTION (RC) SOIL - UNIFIED SOIL CLASSIFICA- MOISTURE CONTENT CONVENTIONAL TION SYSTEM WITH LETTER PERCENT OF DRY WEIGHT, "S" TERMINOLOGY SYMBOL IN PARENTHESIS INDICATES COMPLETE SATURATION ROCK - CONVENTIONAL TERMI- NOLOGY WITH (R) FOR ROCK_ DRY DENSITY SYMBOLS POUNDS PER CUBIC FOOT WATER LEVEL jOTHER TESTS PERFORMED WATER SEEPAGEI DS = DIRECT SHEAR TEST D UC = UNCONFINED COMPRESSION TEST HEAVY CAVING - - -- SAMPLES AND CORES M- -0 TC = TRIAXIAL COMPRESSION TEST (RC) CN = CONSOLIDATION TEST UNDISTURBED EX = EXPANSION TEST CP = COMPACTION TEST LIGHT CAVING - - -- ----DISTURBED GS = GRAIN SIZE DETERMINATION ---UNSUCCESSFUL SAMPLING PM = PERMEABILITY TEST ATTEMPT SE = SAND EQUIVALENT DETERMIN- GEOLOGIC ATION STRUCTURE ----CORING RUN AL (45/10 = ATTERBERG LIMITS BLOW COUNT FOR 12 (LIQUID LIMIT/PLAS- INCH SAMPLER TICITY INDEX) (1N 75 s (B=BEDDINING) PENETRATION RELATIVE COMPACTION CN 15E 75W (O.D. = 32 INCHES, 12 INCH DROP) PERCENT OF MAXIMUM DRY DENSITY (C = CONTACT) 7 2Fnn LBS. (DRIVING WEIGHTS) OBTAINED BY LABORATORY COMPAC- STRIKE J N 45W 85E (3) - TION TEST ON REPRESENTATIVE AND DIP (J = JOINT) I61 _- SAMPLE S N30E 45W IS = SHEAR) F N 15E 20W O -_ IF = FOLIATION) © _- SYMBOLS FOR EARTH MATERIALS COBBLES la%l I *.*I SANDSTONE GRAVEL I •-• _ I I I SILTSTONE SAND l: -.:::I F ----i SHALE SILT I-== I F- I CLAYSTONE CLAY � k: 1`I GRANITE S81034 51 500 1000 1500 2000 2500 3000 3500 Plate A-qc— SHEAR TEST DATA SHEAR STRENGTH IN POUNDS PER SQUARE FOOT 500 1000 1500 2000 2500 3000 LEGEND ON PLATE A-6 DH -1 @ 3' (CL) M=20, D=102 DH- @ 5' (ML) M=21, D=102 \fD'H;I! =2 10' (ML) , D=98 H-3 @ 10' (CL) M=19, D=1 DH -4 @ 15' (ML) M=23, D=96 � I I STREN TH PARAMETE S: 0 = 280 c = 400 psf NOTE: All tests performed on undisturbed samples at their natural moisture contents. LEGEND ON PLATE A-6 PARTICLE SIZE DISTRIBUTION LINE SYMBOL SAMPLE LOCATION REPRESENTATIVE FOR LIQUID LIMIT PLASTIC INDEX CLASSIFICATION DH -1 at 15 to 16 ft, ALLUVIUM Wal) SILTY SAND (SM) — — — DH -4 at 10 feet CAPISTRANO FORMATION (Tc) CLAYEY SILT (ML) S81034 O O U- 0 m U cr W a U) 0 z 0 a_ z r z LU 0 a= 0 Plate A-5 COMPACTION TEST DATA MOISTURE CONTENT IN PERCENT OF DRY WEIGHT LOCATION BORING OR TEST PIT DH -1 DEPTH. IN FEET 6 t0 7 REPRESENTATIVE FOR ALLUVIUM (Qal ) SOIL CLASSIFICATION GRAIN SIZES IN PERCENT OF DRY WEIGHT SAND (RETAINED ON No. 200 SIEVE) FINES (PASSING No. 200 SIEVE) ATTERBERG LIMITS, IN PERCENT OF DRY WEIGHT LIQUID LIMIT PLASTICITY INDEX SOIL TYPE AND DESCRIPTION SILTY CLAY (CL) COMPACTION PROPERTIES METHOD OF COMPACTION ASTM STANDARD TEST METHOD D-1557 EQUIVALENT TO A.A.S.H.O. SOIL COMPACTION TEST T 180 (1 /30 CUBIC FOOT MOLD. 10 POUND HAMMER FALLING 18 INCHES. 25 BLOWS PER LAYER) OPTIMUM MOISTURE CONTENT. IN PERCENT OF DRY WEIGHT 15 MAXIMUM DRY DENSITY, IN POUNDS PER CUBIC FOOT 117 S81034 Plate A-67-717--1 t � LEGEND TO TEST DATA SYMBOLS a A � GRANULAR SOIL O COHESIVE SOIL OR ROCK TEST AT SATURATED MOISTURE CONTENT TEST AT MOISTURE CONTENT AS INDICATED ® — WATER ADDED DURING TEST ABBREVIATIONS DH -16 – DRILL HOLE NUMBER TP - 12 – TEST PIT NUMBER t✓a 7' – DEPTH BELOW GRADE IN FEET (SM) – SOIL TYPE EXPRESSED IN LETTER SYMBOL OF UNIFIED SOIL CLASSIFICATION SYSTEM AL (45/10) – ATTERBERG LIMITS (LIQUID LIMIT / PLASTICITY INDEX) M – MOISTURE CONTENT IN PERCENT OF DRY WEIGHTAT WHICH D – DRY DENSITY TEST WAS IN POUNDS PER CUBIC FOOT I INITIATED OPT. M – OPTIMUM MOISTURE CONTENT IN PERCENT OF DRY WEIGHT MAX. D – MAXIMUM DRY DENSITY IN POUNDS PER CUBIC FOOT RC – RELATIVE COMPACTION IN PERCENT OF MAXIMUM DRY DENSITY h – TIME IN MINUTES FOR, PERCENT CONSOLIDATION TYPE OF SAMPLE TESTED N – UNDISTURBED NATURAL SOIL F – UNDISTURBED COMPACTED FILL SOIL R – SOIL REMOLDED IN LABORATORY