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1980-0507_CLARK CONTRACTING_Contract • 12215 EXEMPT' 8K 1 4 3 17 PG 8 0 1 C2 RECORDED AT THE REQUEST OF ERECORDING FEES EXEMPT DUE TO AND RETURN TO: GOVERNMENT CODE SECTION 6103 City of San Juan Capistrano Y�'//��7��,� Office of the City Clerk Z21L/i/�� 32400 Paseo Adelanto Mary Ann anover, City Clerk San Juan Capistrano, CA 92675 City of San Juan Capistrano, CA NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that a contract was heretofore awarded by the City Council of the City of San Juan Capistrano, California, to Clarke Contracting Corporation, P. O. Box 5664, Compton, California, 90244, for the performance of the following work: COMPLETION OF LANDSCAPING AND IRRIGATION FOR ASSESSMENT DISTRICT 78-3 (ORTEGA PROPERTIES) 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 Cit of San Juan Capistrano, at a regular meeting thereof held on the is day of December 19 81 by Resolution No. 81-12--T--T— That upon said contract the Federal Insurance Company was surety for the bonds given by the said company as required by law. Dated at San Juan Capistrano, California, this lst day of December 1981 NECORDED IN OFFICIAL RECORDS OF ORANOE CODIM CALIFORNIA -11M PM DEC 9181 �- Mary Ann gorvbve , City Clerk of the City f San Juan Capistrano LEE A. BRANCH. Coun Record@r STATE OF CALIFOR 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 1st day of December 1981 , (SEAL) �L�7lit'f� ��Z92-� Mary Ann anovex', City Clerk of San Juan Capistrano , . CITY COPY RECEIVED MAY 13 1980 CONT RAC T - - - - - - - - Ans'd............ CONSTRUCTION OF ASSESSMENT DISTRICT 78-3 This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO, State of California (hereinafter referred to as the "CITY") and cLAmm CONTRACTING CORPORATION (hereinafter referred to as "CONTRACTOR, ") and is in accordance with and by virtue of the provisions of the "Municipal Improvement Act of 1913, " being Division 12 of the Streets and Highways Code of the State of California. ' IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: ' FIRST. MUNICIPAL ACT OF 1913. AGREEMENT that all applicable pro- visions of the "Municipal Improvement Act of 1913," and all acts supple- mentary thereto, incorporated by reference therein, or amendatory there- of, are incorporated herein by reference and made a part hereof. ' SECOND. CONTRACT DOCUMENTS. The contract documents shall be considered to include the Notice Inviting Bids, the Instruction to Bid- ders, the Proposal, the Bid Bond, the Non-Collusion Affidavit, the 1 Designation of Sub-Contractors, the Contract which is prepared for execution by the City and the Contractor, plans, specifications and special provisions, contract bonds, resolutions adopted by the City Council pertaining to the work, insurance policies and certificates, ' and any supplemental written agreements amending or extending the scope of the work originally contemplated that may be required to complete the work in a substantial and acceptable manner. ' 37 ITHIRD. THE WORK. CONTRACTOR agrees to furnish all tools, labor, material, equipment, transportation, and supplies necessary to perform and complete in good and workmanlike manner the construction of AS- SESSMENT DISTRICT 78-3, in strict conformance with the Plans, Spec- ifications and all other contract documents, which documents are on file 1 at the Office of the City Clerk, City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. FOURTH. 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. FIFTH. DESCRIPTION OF WORK. That the following is a general and ' abreviated description of the works of improvement: Construction of Street, Sewer, Water, Storm Drain, Traffic Signal, Street Lighting, Irrigation Well, Landscaping , irri- gation, utility conduit and other public improvements includ- ing the improvement of Horno Creek Channel. SIXTH. COMMENCEMENT AND COMPLETION OF THE WORK. CONTRAC- TOR agrees to begin and complete the work within the time specified in the Notice Inviting Bids. It is agreed that it would be impracticable and extremely difficult to fix the actual amount of damages, and loss sus- tained 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, seven hundred fifty dollars 38 ($750) a day for each day delayed; provided that extensions of time with waiver of liquidated damages, may be granted as provided in the Specifications. SEVENTH. PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment of all labor and material used Iunder this contract, as required by the laws of the State of California, on forms approved by CITY. The Performance Bond shall be for an ' amount of one hundred percent (100$) of the amount of this contract, Iguaranteeing the work against faulty workmanship and materials for a period of one (1) year after completion and acceptance. The Labor ' and Material Bond shall be for an amount of one hundred percent (100$) of the amount of this contract and shall be conditioned upon full payment of all Labor and Material entering into or incidental to tthe work covered by this contract. CONTRACTOR agrees to furnish the bonds on the form found within the Specifications. EIGHTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursu- ant to the Labor Code of the State of California, copies of the prevail- ing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the office of the City Clerk, 32400 Paseo Adelanto, San Juan Capistrano, California, and are hereby incorporated and made a part hereof. CONTRACTOR agrees ' that he, or any SUB-CONTRACTOR under him, shall pay not less than the foregoing specified prevailing rates of wages to all workmen employ- ed in the execution of the contract. 39 NINTH. SALE OF BONDS. The award of contract and the execution of this Agreement are subject to the following: Work shall be subject to receipt of money from the sale of bonds. i TENTH. CITY TO BE HELD HARMLESS. That the CONTRACTOR agrees to indemnify, defend, and hold harmless the CITY, its officers, agents Iand employees, from any and all claims and losses accruing or resulting to any and all contractors, subcontractors, materialmen, laborers, and any other person, firm or corporation furnishing or supplying work, ' services, materials or supplies in connection with the performance of this Agreement. ELEVENTH. INSURANCE. CONTRACTOR agrees to carry Public Lia- bility, Property Damage, and Workmen's Compensation Insurance in amounts as required by the Specifications. TWELVTH. COMPLIANCE WITH OTHER PROVISIONS OF LAW RELATIVE TO PUBLIC CONTRACTS. CITY is subject to the provisions of the Gov- ernment Code and the Labor Code of the State of California. It is sti- pulated and agreed that all provisions of law applicable to public con- tracts are a part of this contract to the same extent as though set forth herein and shall be complied with by CONTRACTOR. These in- 1� clude, but are not limited to, the stipulation that eight (8) hours labor tconstitute 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-CON- TRACTOR, for each calendar day during which such workman is re- 40 ' quired or permitted to work more than eight (8) hours in violation of the provisions of Article Three, Chapter One, Part Seven, Division 2, ' of the California Labor Code, except as permitted by law. ' IN WITNESS WHEREOF, this contract is executed by the duly ' authorized agent(s) of CITY, pursuant to Council action, and by CON- TRACTOR on the date set before the name of each. ' DATED: May 7 , 1980 CITY SAN J CAPISTRAN BY L. HAUSDORFER, MAY R APPROVED AS TO FORM: t S S. O AZAKIRYA ANO R G M TY ATTORNEY TY CLERK CLARKE CONTRACTING CORPORATION n� CO TR TOR ' DATED: _1 0. 1.3, /Ld BY 41 7. RELEASE OF SURETIES DEPOSITED FOR LIEN CLAIMS - ASSESSMENT DISTRICT 78-3 , ORTEGA PROPERTIES (CLARKE CONTRACTING COMPANY) (74) As set forth in the Report dated May 18, 1982 , from the Director of Public Works, releases were received for Stop Notices placed against Clarke Contracting in conjunction with Assessment District 78-3 , and the following Bonds to Release Money Witheld on Stop Notice-Public Work, submitted by Clarke Contracting as surety for the liens , were released : Bond No. 80 86 81 22 , from Federal Insurance Company, in the amount of $9 , 407; and, Bond No. 80 86 81 21, from Federal Insurance Company, in the amount of $32,959 . 27. AGENDA ITEM May 18, 1982 TO: Stephen B. Julian, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Release of Sureties Deposited For Lien Claims - Assessment District 78-3 , Ortega Properties ( Clarke Contracting) SITUATION Staff is requesting release of two bonds submitted by Clarke Contract- ing Corporation. The bonds were placed as surety for liens placed on Clarke Contracting by subcontractors in Assessment District 78-3 . Release of stop notices for both liens have been received indicating resolution of the problem. FINANCIAL CONSIDERATIONS The claims were in the amounts of $7,525 . 79 and $32 ,959. 27 . The bonds are in the amounts of $9 ,407 and $41, 199 respectively; the Government Code states , a bond can be placed in the amount of 125% of the claim in lieu of the City retaining funds. No financial commitment by the City is necessary. ALTERNATE ACTIONS 1. Release the bonds. 2. Do not release the bonds. 3. Request further information from staff. RECOMMENDATION By motion, release bond No. 80 86 81 22 from Federal Insurance Company in the amount of $9 ,407 and Bond No. 80 86 81 21 from Federal Insurance Company in the amount of $32 ,959 . 27 . Respectfully submitted, �. � W. D. Murp WDM:GML/rem FOR CST1' • RELEASE OF STOP NOTICE TO: CITY COUNCIL, CITY OF SAN JUAN CAPISTRANO 32400 Paseo Adelanto San Juan Capistrano, California 92675 YOU ARE HEREBY NOTIFIED that the undersigned claimant JOHN JEZOWSKI, INC. , who heretofore served a Stop Notice on you dated July 24 , 1981, in the amount of $53 , 780 . 73 , and a Partial Release of Stop Notice on October 15 , 1981 in the amount of $29, 623 . 64 , reducing the balance due to $3, 335. 63 does herewith acknowledge payment thereof in full and that by reason of said payment the claim of the Stop Notice dated July 24 , 1981 is hereby withdrawn. Dated: March 19 , 1982 . JOHN -ZOWSK INC. N D. COCHRAN Assistant Secretary �' 890 Town & Country Road Orange, California 92668 STATE OF CALIFORNIA COUNTY OF ORANGE ss. JOHN D. COCHRAN, being duly sworn, deposes and says: That he is the person who signed the foregoing release of stop notice; that he has read the same and knows the con- tents thereof to be true of his own knowledge, except as to any matters or things that may therein be stated on his infor- mation and belief and as to those matters and things he believes it to be true. <' JOHN D. COCHRA Subscribed and sworn to before me this 19th day of March, 1982 . o ry ublz n and fo sai County and State , r Name Address and Telephone.0 Allornay Is) Spain for Use of Court Clerk Only , John D. Cochran 890 Town 5 Country Rd. , Orange, CA 92668 714-972-3098 ATTORNEY BAR #. . . . . .. . . . . .. . .24?4?. . ....... .. .. ... Attorney(s) for . . .. . .. . .P.laintiff. . . .. . .... . . QP.F,RIOR. . . . . .COURT OF CALIFORNIA, COUNTY OF. . . . . . ORANGE. . . . . . (SUPERIOR, MUNICIPAL, or JUSTICE) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Name of Municipal or Justice Court District or of branch court, If any) Plalntiff(s): CASE NUMBER 366577 JOHN JEZOWSKI, INC. , a California corporation REQUEST FOR DISMISSAL TYPE OF ACTION Defendant(s): ❑ Personal Injury, Property Damage and Wrongful Death: CLARKE CONTRACTING CORPORATION, ❑ Motor vehicle ❑ Other a California corporation, CITY OF ❑ Domestic Relations ❑ Eminent Domain SAN JUAN CAPISTRANO, et al. ® Other: (Specify) . . .. . .. . .. . . . . . . . . . . . . . . . . . .. .. . .. . . (Abbreviated Title) Complaint to Enforce Stop Notice, Breach of Contract and Common Counts TO THE CLERK: Please dismiss this action as follows: (Check applicable boxes.) 1. ® With prejudice ❑ Without prejudice 2. ® Entire action ❑ Complaint only ❑ Petition only ❑ Cross-complaint only ❑ Other: (Specify)` r yy Dated: . . . . ,M.arch. .19.,. .1.9R2. . . . s ... of specified Attorne stforL Plan ` 'If dismissal requested is of specified y, � tiff. .. . . .. .. . .. . . . . .. . . . . .. . . . causes of action only or of specified cross-complaints only, so state and identify the parties, causes of action or cross-complaints to be dismissed. JOHN T) (Type or print attorney(s) name(s)) TO THE CLERK: Consent to the above dismissal is hereby given." Dated: . .. . .. . .. . .. . . .. . ..... . ... . . ... . .. .... .. .. .. .. . "When a cross-complaint (or Response (Marriage) seeking affirma- Attorney(s) for . . .. . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . ... . . .. .. . tive relief) is on file, the ahorney(s) for the cross-complainant (respondent) must sign this consent when required by CGP 581(1), (2) or (5). (Type or print attorney(s) name(s)) (To be completed by clerk) ❑ Dismissal entered as requested on . . .. . .. . ..... . .. . .. . .. .. .. .. . . . . ... .. . . . .. . . . . . . . . . .. . . .. . . . . .. . .. . . . . . . . ... . . . .. . . ❑ Dismissal entered on .. ..... . . ... . . .. . .. . .. . .. . ... .. . .... .as to only .. . . . . . . . .. . . . ... . .. . . . . .. . .. . . . . . . . . . .. .. .. . . . . ❑ Dismissal not entered as requested for the following reason(s), and attorney(s) notified on . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . Clerk Dated. . . . . . . . . . . . . ... . . . . .. . . . . . . . . . . . . . .. . . . . .. . . . . By . Deputy Form Adopted by Rule 982 of CCP 581, atc., The Judicial Council of California REQUEST FOR DISMISSAL Ca; Ruses of Codrl. Revised Effective July 1, 1972 Rule 1233 Somers Landscape ✓ RECEIVED FEe ii ii o� ew '82 Release of Stop Notice -J , CITY OF SAN IUAN CApiSTRAWPP- TO: City of San Juan Capistrano Construction Lender (m party with whom Stop Notice was filed) 32400 Paseo Adelanto, San Juan Capistrano, Ca Address You are hereby notified that the undersigned claimant releases that certain Stop Notice dated Feb 17, 1981 , in the amount of$ 4,093.50 against City of San Juan Capistrano as owner or public body and Clarke Contract, Inc. as prime contractor in connection with the work of improvement known as Ortega Hwy Improvements Ortega Hwy & Rancho Viejo in the City of San Juan Capistrano County of Orange State of California. Date Feb 8, 1982 Name of Claimant So Oran e u 1 c. Credit Manager (Official CePecity) Verification for partnership or Verification for Corporation Sole Ownership STATE OP CALIFORNIA STATE OF CALIFORNIA COUNTY OF SS. UNTY OF 8S. C, (Claimant or Representative) (Claimant or Represemmth o being fnst duly mom deposes and says thatbets— b ' ast dully sw�or^n dep9 ps and says that_he it Ct (Owner,Partner or Agent) ! p(Ofk61 Capacity) f Of of 't-tL.-G` it-zt t (FYrm Name) (Exact Corporate Namlej U ffie corporation that exeeu ed the foregoing ebdm; that�a rimed as claimant in the foregoing claim; that—he has makes this vett�'?cation of a �tf-"� m read said claim and knows the contents thereof,and that the hasr rad s ai�elaim endo tthe facts therein stated are true. facts t istated er X X (SlgnatureofAfj4ant) ttveofA/}9smt/ Subscribed and mom to before me this Subscribed and mom to before me this r) day of ,19_ day of r�r_G37 ttic.-c S�. ,19-&2— (Signature of Notary Public) / of ManyPub4cl Notary Notary Stamp Stamp rMpCMt Kft W"016— e9Wom 4Calm Evan;X* 71 JW 9MDCA RORM 5(1975) j. s Ell .s Somers Landscape Release of Stop Notice TO; City of San Juan Capistrano C-5 ss Construction Lender (or party with whom Stop Notice was filed) 32400 Paseo Adelanto, San Juan Capistrano, Ca Address C' N -1 Ln 'fir C� = You are hereby notified that the undersigned claimant releases that certain Stop Notice dated — ry Feb 17, 1981 , in the amount of$ 7,523.79 against City of San Juan Capistrano as owner or public body and Clarke Contracting, Inc. as prime contractor in connection with the work of improvement known as Ortega Hwy Improvements Ortega Hwy & Rancho Viejo in the City of San Juan Capistrano , County of Orange ,State of California. Date Feb 18, 1982 Name of Claimant _S uth Orange Supply, Inc. By Credit Manager (official Capacity) Verification for Partnership or Verification for Corporation Sole Ownership STATE OF CALIFORNIA STATE OF CALIFORNIA COUNTY OF �.SS. COUNTY OF SS. (Claimant or Representative) (Claimant or Repreaentatim) ' being fust duly sworn deposes and says that—he is beingfn/aj[duly aw�om d/p�posa d says tlut_be b (Owner,Partner or Agent) (t➢JRctal ovpadty)Of of (� s (Firm Name) /Rsaci Corporate Nam0 F— mnwd as claimant in the foregoing claim; that be has the corporation that executed the foregoing claim;that >ue rad said claim and knows the contents thereof,and that the makes this vprilication on e":jxsdon;tint_he facts therein stated are true. has rade iS clave as w , nd that the facia in stated aJ, e, X X (Stnatlue of Affiant) tore ofAffiant) Subscribed and sworn to before me this Subscribed and syom t before me thio day of ,19— day of �J 19 }J Z (Signature of Notary Public) l o Notary Ptab110 Notary Notary Stamp Stamp SEAL BECKY BECKY STEVENSNBI ,p NOTARY PUBLIC-CAUFOR PRINCIPAL OFFICE IN '- GRANGE COUNTY *04 E> aistNee 31.I711 BMDCA FORM 5(1916) + � �� .i r t � . <�`� i .�:�.a i CJL� 4�1JilJ7, IG�^ -32d00PASE0 ADELANTO SAN D yZUr �APISTRANO,CALIFORNIA 92675 NbNE 0531 17 . December 21, 1981 Clarke Construction Corporation P.O. Box 5664 Compton, California 90244 Re: Completion of Landscaping and Irrigation of the Ortega Properties Assessment District No. 78-3' Gentlemen: Enclosed is a copy of Resolution No. 81-12-1-1, which was adopted by the City Council at their meeting of December 1. The Resolution accepts the work completed for the landscaping and irrigation of the Ortega Properties Assessment District No. 78-3 in the amount of $4,147,088.24. The Council directed that the balance due in the amount of $4,131,988 .25 be payable immediately. The 10% retention retention will be payable upon 35 days from recording of the Notice of Completion. The Notice was recorded on December 9, 1981; therefore, the final payment in the amount of $41,164 .54 may be released on January 13, 1982. Thank you for your cooperation. Very truly yours, MARY ANN NOVER, CMC City Clerk MAH/na Enclosure cc: John Cochran Glenn T. Litwak Director of Public Works Director of Administrative Services AGENDA ITEM December 1 , 1981 TO: Stephen B. Julian, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Resolution, Notice of Completion, Change Order No. 9 , and Final Report - Landscape & Irrigation, Assessment District 78-3 Ortega Properties (Clarke) SITUATION Staff is requesting approval of Change Order No. 9 of the final report, and notice of completion of the Ortega Properties Assessment District No. 78-3 for landscaping and irrigation. On September 1 , 1981, the City Council accepted all of the work exclusive of land- scaping and irrigation. That work has now been accepted by the City' s maintenance personnel. Change Order No. 9 includes extra costs incurred in landscaping and final corrections noted in previous billings. Staff has completed the necessary administrative steps to complete the job, and copies of the final payment and Change Order No. 9 are available for inspection in the Public Works Office. FINANCIAL CONSIDERATIONS The funds for the project are derived from assessment district monies. No fiscal action by the City is required. The final payment schedule appears below: Total Construction Cost $4 , 147 ,088 .24 Less 10% Retention (1) 15 ,100 .00 Total Due to Date 4 ,131 ,988 . 24 Previous Payments 4 , 090 ,823 . 70 Balance Due $ 41 ,164. 54 (1) The 10% retention is based only on the cost of the landscaping and irrigation. ALTERNATE ACTIONS 1. Approve the project, final report, change order no. 9 and notice of completion. 2. Do not approve the project, final report, change order no. 9 and notice of completion. 3. Hold the matter pending further information from staff. FOUR CIT( COUNCIL AGENDA . . Assessment District 78-3 -2- December 1, 1981 RECOMMENDATION By resolution,approve the final report and notice of completion for landscaping and irrigation of the Ortega Properties Assessment District No. 78-3; and by motion, approve change order no. 9 and the final progress payment and direct staff to cause the notice of completion to be recorded and retained funds to be released 35 days after the date of recordation. Respectfully // submitted, ' % ,J . Mur WDM:GML/rem Encls. CITY OF SAN JUAN CAPISTRANO IMPROVEMENT OF Ortega Properties Assessment District DATE December 1, 1981 CHANGE ORDER NO. 9 TO Clarke Contracting Corporation (CONTRACTOR) Pursuant to the provisions of the "Municipal Improvement Act of 1913" (Division 12 of the Streets and Highways Code) and in particular Section 10352 of said Streets and Highways Code, the following change in the proceedings is hereby ordered and said change results in a substitution, elimination or addition of work. A copy of this order is on file with the City Clerk of said City. In preparing Change Orders, show as separate numbered categories: (1) Reason for Change (2) Description of Change (3) Change in Contract Cost Time Extension 1. Time of completion extended for 30 days . 2. Delay in setting electrical meter for landscape controller by SDG&E. 3 . No cost increase involved Steiny 5 1. Pull new wire in PVC interconnect for Ortega traffic signals. 2 . Original wire on approved plan required to be removed by CalTrans inspector. 3 . $1, 464. 15 Somers Landscape 1 1. Install new electric meter panel. 2 . Needed for source of electricity and not shown on plans . 3 . $1, 135. 21 ADDITIONAL ITEMS - SEE ATTACHED Time of completion adjusted as follows : Extended 30 days APPROVED BY �1$�QQ, ((�J� (CITY NGINEER) / 591 DATED this �3 � day of _ APPROVED BY (CONTRACTOR) DATED this 2 A.� day of ORDERED and APPROVED by the City Council of the City of San Juan Capistrano on the 1st day of December, 1981 CITY CLERKO(zCrTY OF SAN JUAN CAPISTRANO STATE OF CALIFORNIA • RESOLUA NO. 81-12-1-1 • COMPLETION OF ASSESSMENT DISTRICT 78-3 LANDSCAPING AND IRRIGATION (ORTEGA PROPERTIES) 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 LANDSCAPING AND IRRIGATION FOR ASSESSMENT DISTRICT 78-3 (ORTEGA PROPERTIES) WHEREAS, on the 7th day of May, 1980, the City of San Juan Capistrano entered into a contract with Clarke Contracting Corporation for the construction of Assessment District 78-3 , Ortega Properties; 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 182, 164 . 54 . SECTION 3 . That the work is hereby accepted and approved. SECTION 4 . It is further ordered that a "Notice of Completion" be 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 1st day of December 1981 by the following vote, to wit: AYES: Councilmen Hausdorfer, Bland, Buchheim and Mayor Schwartze NOES: None ABSENT: Councilman Friess PHILLIP R. SCHWARTZE, MXYOR ATTEST: 7� CITY CL 1ARK -1- , i STATE OF CALIFORI� ) • 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. 81-12-1-1 , adopted by the City Council of the City of San Juan Capistrano, California, at a regular meeting thereof held on the lst day of December , 1981 (SEAL) MARY ANNv ANOVE CITY CLERK i STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss . AFFIDAVIT OF POSTING CITY OF SAN JUAN CAPISTRANO ) MARY ANN HANOVER, being first duly sworn, deposes and says : That she is the duly appointed and qualified City Clerk of the City of San Juan Capistrano; That in compliance with State laws of the State of i California and in further compliance with City Resolution No. 79-2-21-7 and on the 4th day of December 1981, she caused to be posted: RESOLUTION NO. 81-12-1-1 being: COMPLETION OF ASSESSMENT DISTRICT 78-3 LANDSCAPING AND IRRIGATION ORTEGA PROPERTIES) 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 LANDSCAPING AND IRRIGATION FOR ASSESSMENT DISTRICT 78-3 (ORTEGA PROPERTIES) in three (3) public places in the City of San Juan Capistrano, to wit: The Administration Building; The San Juan Hot Springs Dance Hall; The Orange County Public Library. unr.t.n t.t)t ORD. NO..........-. RES. NO..._....... .._ M;w)r Itas signed ....... Clerklmssigned MARY ANN HANOVER, City Clerk .. City Seal stamped San Juan Capistrano, California . All Clanks typed in "Absent" — �=... ... "Noes" ...........-:71 '"................................. ..._........ Typed in Official Record Rook Posted to Classified Cards , ............. Copies sent ........ ......,:..f. ...................................... .............. Legal Pulilicalion ordered to be published (dale) .............................................. ...._...... No. Affidavits ......_- - _:........ .r No. Printed copies required .....J.................. Remarks ............. _2_ • AGENDA ITEM December 1, 1981 TO: Stephen B. Julian, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Acceptance of Sureties and Release of Related Funds - Assessment District 78-3 , Ortega Properties (Clarke) SITUATION Staff is requesting that bonds provided by Clarke Contractng Corporation be accepted and held as surety for two stop-payment notices received by staff. The notices were filed some time ago, and staff has been withholding funds from payment. Clark Contract- ing has provided two bonds in the amount of 125% of the claimed stop notices in accordance with state law. The withheld funds can now be released. FINANCIAL CONSIDERATIONS A payment of $40 ,485 . 06 will be necessary if the bonds are accepted. The payment shall be made from the assessment district' s monies , and no City funds shall be used. ALTERNATE ACTIONS 1. Accept the bonds. 2 . Do not accept the bonds. 3 . Request additional information from staff. RECOMMENDATION By motion, accept Bonds No. 80-86-81-22 and No. 80-86-81-21 in the respective amounts of $9 ,407. 00 and $41 ,199 . 00 from Clubb & Son, Inc. , Federal Insurance Company and authorize staff to make a payment of $40 , 485. 06 to Clarke Contracting Corporation. Respectfully submitted, W•D'M � W. D. Mur y WDM:GML/rem zF/O FW CITYWUNCIL tAGFJNDA .• . CHU*& SON INC. • Manager CHUE30 90 John Street, New York, N.Y. 10038 FEDERAL INSURANCE COMPANY Bond No. : 80 86 81 21 Premium $155.00 Executed in duplicate BOND TO RELEASE MONEY WITHHELD OH STOP NOTICE-PUBLIC WOR KNOVI ALL MEN BY THESE PUSEUTS, that we, Clarke Contracting C'mm=atinn of Coupton, I ,California, hereinafter called Principal, as Principal, and Feaeral Insurance Company a corporation organized and existing under the laws of the State of New Jersey with principal place of business in Short Hills,New Jersey , and authorized to transact business in the State of California, hereinafter called Surety, as Surety, are held and firmly bound unto City of San Juan (`anictrann , and any authority, or authorities, board or boards, officer or officers having control or distribution of money due, or to become due under the contract, hereinafter called Obligee, in the sum of Forty One Thousand One Hundred Ninety-Nine ------------===--( 41,199.00 )Dollars lawful money of the United States of Gmerica, for the payment of which sum, well and truly to be made, the said Principal and Surety bind themselves, their heirs, executors, admin-'strators, successors and assigns, jointly and severally firmly by these presents, THE CONDITIOU OF THE !i3OVE OBLIGATION IS SUCH TEr...T, 47HE'EG.S the said Principal was awarded and entered into a written contract, date' on or about with the Obligee, for Project Assessment District 78-3 ,and WHEREAS, a certain stop-notice has been filed against payments which are due the said Principal in connection with said contract, in the amount of $32,959.27 Thirty Two Thousand Nine Hur4red Fifty Nina and 27/100 Dollar- By: John Jezowski, Inc. AND WHEREAS, the said Principal disputes the correctness or validity or enforce- ability of the stop-notice so filed, and desires that the funds now due him under the provisions of said contract shall be delivered to him notwithstanding said stop-notice. • NOW, THEREFORE, if the above named Principal shall pay any sum which the stop- notice claimant may recover on the claim together with his costs of suit in the action, if he recovers therein, not exceeding the penal sum of this bond, then this obligation shall be void, otherwise it shall be and remain in full force and effect. This Bond is given and accepted under and in accordance with the provisions of Section 3196 of the Civil Code of the State of California. Signed, sealed and dated this 9th day of November 19 81 Cl ke tracting Corporation 7 By Principal Federa Insurance Campany &&By Douglas Rapp Attorney-fn- act Form 11152 F SH,9754 (20M) STME OF CALIFORNIA, 40 4Wd-646`_S � Ss COUNTY Of L ON — --—'- --- — F — AZZ, before me, the undersigned, a Notary Public in and for said State, personally appeared it JOHNt,7n� T �T-�-DTr .R-Q1.3�.1_,1.,_('T.�RK�i; known to me to be the of thetjA .j;p.).y0rnt�r•n � a� the Corpor lona e�xecuuted the wl m Instrument, known to me to be the person who E OFFICIAL SEAL executed the within Instrument, on behalf of the Corporation, therein named, and acknowledged WINIFRED F. BUTLER to me that such Corporation executed the same. NOTARY PUBLIC-CALIFORNIAPRINCIPAL OFFICE INLOS ANGELES COUNTYCommission Expires Dec. 30. J.983 WITNESS my hand and official seal. I , Notary Public in and for said Slate. IL - - -- - -- ACNNOWL EDOM ENr-0010010tion-Wolrolh Form M-tar. }N S'3A L' (YF CALIFORNIA Ss: .. .. ......_COUYv I Y OF Los ANGELES w November 9, .1981. _ _ ....._ __ ..,before rne, the atl .,. ,,,i r;ed . _It;tare Public of�a'rd comay Ir - .otlaily Douglas A. Rapp- - i .-It :,USI, ,_r: ion cxo:ulcd tl .. ,,.. OFFICIAL SEAL ALMA A•VIEIMA NOT ARY PUeLIO' CALIFORNU o • . • o • ' • •-O • ' — r� RI up OFFICE IN Iy'GtdTy Public LO+ANGELES COUFITr siaN 6,P. lud 23,1085 • - . Certified Copy of • POWER OF ATTORNEY Know all Men by these Presents, That-the rEDERAL INSURANCE COMPANY, 100 William Street, New • York,New York,a New Jersey Corporation,has constituted and appointed,and does hereby constitute and appoint John Z. Schmidt, Richard K. Rosskopf, Sandra K. Witt, Jacqueline Schroeder, Gerald W. Rosskopf, Donald E. Rapp, Douglas A. Rapp and Richard C. Lloyd of San Gabriel, California---------------------------------------------------- each its true and lawful Attorney-in-Fact to execute under such designation in its name and to affix Its corporate seal to and deliver for and on Its behalf as surety thereon or otherwise, bonds of any of the following classes,to-wit: 1. Bonds and Undertakings (other than Fiduciary Bonds)filed in any suit, matter or proceeding in any Court, or filed with any Sheriff or Magistrate, for the doing or not doing of anything specified In such Bond or Undertaking, in which the penalty of the bond or undertaking does not exceed the sum of Two Hundred Fifty Thousand Dollars($250,000.00). 2. Surety Bonds to the United States of America or any agency thereof, including. those required or permitted under the laws or regulations relating to Customs or Internal Revenue;License and Permit Bonds or other indemnity bonds under the laws, ordinances or regulations of any State, City, Town, Village, Board or other body or organization, public or private; bonds to Transportation Companies, Lost Instrument bonds, Lease bonds, Workmen's Compensation bonds, Miscellaneous Surety bonds and bonds on behalf of Notaries Public, Sheriffs, Deputy Sheriffs and similar public offi- cials. 3. Bonds on behalf of contractors in connection with bids,proposals or contracts. In Witness Whereof, the said FEDERAL INSURANCE COMPANY has, pursuant to its By-Laws,caused these presents to be signed by its Assistant Vice-President and Assistant Secretary and its corporate seal to be hereto affixed this tat day of January 19 80 FEDERAL INSURANCE COMPANY By �g�RAN�F jt •..i George McClellan Assistant Vice-President yFH'JERS�y* Richard D.O'Connor Assistant Secretary STATE OF NEW JERSEY as: County of Essex On this tat day of January 19 80 before me personally came Richard D.O'Connor, to me known and by me known to be Assistant Secretary of the FEDERAL INSURANCE COMPANY, the Corporation described in and which executed the foregoing Power of Attorney and the said Richard D.O'Connor being by me duly sworn, did depose and say that he is As- sistant Secretary of the FEDERAL INSURANCE COMPANY and knows the corporate seal thereof; that the seal affixed to the foregoing Power of Attorney is such corporate seal and was thereto affixed by authority of the By-Laws of said Com- pany and that he signed said Power of Attorney as Assistant Secretary of said Company by like authority;that he is acquainted with George McClellan and knows him to be Assistant Vice-President of said Company,and that the signature of said George McClellan subscribed to said Power of Attorney is in the genuine handwriting of said George McClellan and was thereto subscribed by authority of said By-Laws and in deponent's presence. Acknowledged and Sworn to before me on the date above written. / t10TARY I — • — Notary Public * PUBLIC% �'� PATRICIA RYAN '�\'✓ ERS NOTARY PUBLIC OF NEIN JERSEY My Commission Expires December 11, 19 83 Form 21-10-238(Ed. 2-78)(Ganeral) R-21413(20M) �"'•• SHORT HILLS, NA j ly County of Essex as. I,the undersigned,Assistant Secretary of the FEDERAL INSURANCE COMPANY,do hereby certify that the following is a true excerpt from the By-Laws of the said Company as adopted by its Board of Directors on March 11, 1953 and amended May 27. 1971 and that this By-Law is in full force and effect. "ARTICLE XVIII. Section 2. All bonds, undertakings, contracts and other instruments other than as above for and on behalf of the Company which it is authorized bylaw or its charter to execute,may and shall be executed in the name and on behalf of the Company either by the Chairman or the Vice-Chairman or the President or a Vice-President,jointly with the Secretary or an Assistant Secretary, under their respective designa- tions,except that any one or more officers or attorneys-in-fact designated in any resolution of the Board of Directors or the Executive Committee,or in any power of attorney executed as provided for in Section 3 below.may execute any such bond,undertaking or other obligation as provided in such resolution or power of attorney. Section 3. All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company,either by the Chairman or the Vice-Chairman or the President or a Vice-President or an Assistant Vice-President,jointly with the Secretary or an Assistant Secretary,under their respective designations.' And I further certify that I have compared the foregoing copy of the POWER OF ATTORNEY with the original thereof and the same is a correct and true copy of the whole of said original Power of Attorney and that said Power of Attorney has not been revoked. And I further certify that said FEDERAL INSURANCE COMPANY is duly licensed to transact fidelity and surety business in each of the States of the United States of America. District of Columbia. Puerto Rico,and each of the Provinces of Canada with the exception of Prince Edward Island; and is also duly licensed to become sole surety on bonds,undertakings.etc., permitted or required by law. Given under my hand and the seal of said Company at Short Hills. N.J., this 9th _day of November 19 81 Assistant Secretary CHUEW SON INC. Manager C FHUBB 90 John Street, New York, N.Y. '0038 FEDERAL INSURANCE COMPANY Bond No. 80 86 81 22 Premium $35.00 Executed in duplicate BOND TO RELEASE 111011EY WITHHELD ON STOP NOTICE-PUBLIC WOP.R 1,00hy ALL MEN BY THESE PRESE11TS, that we, Clarke ContractiUW rnrmra+;r,,, of Compton ,California, hereinafter called Principal, as Principal, and Federal Insurance Company a corporation organized and existing under the laws of the State of New Jersey with principal place of business in Short Hills, New Jersey and authorized to transact business in the State of California, hereinafter called Surety, as Surety, are held and firmly bound unto City of San Juan Cap r nn , and any authority, or authorities, board or boards, officer or officers having control or distribution of money due, or to become due under the contract, hereinafter called Obligee, in the sum of Nine Thousand Four Hundred Seven and 00/100--------------- ( 9 407.00 )Dollars lawful money of the United States of P.merica, for the payment of which sum, well and truly to be made, the said Principal and Surety bind themselves, their heirs, executors, admin-'strators, successors and assigns, jointly and severally firmly by these presents, THE CONDITIOV OF TF?E G:iOVE OBLIGATIOti IS SUCH Tt::•.T, 1,A4E EtS the said Principal was awarded and entered into a written contract, date on or about with the Obligee, for Project Assessment District 78-3 ,and WHEREAS, a certain stop-notice has been filed against payments which are due the said Principal in connection with said contract, in the amount of ($7,525.79) Seven Thousand Five Hundred Twenty-Five and 79/100---------------------------------- ' BY' South Orange Supply, Inc. (Somers Landscape) AND WHEREAS, the said Principal disputes the correctness or validity or enforce- ability of the stop-notice so filed, and desires that the funds now due him under the provisions of said contract shall be delivered to him notwithstanding said stop-notice. NOW, THEREFORE, if the above named Principal shall pay any sum which the stop- notice claimant may recover on the claim together with his costs of suit in the ' action, if he recovers therein, not exeeding the penal sum of this bond, then this obligation shall be void, otherwise it shall be and remain in full force and effect. This Bond is given and accepted under and in accordance with the provisions of Section 3196 of the Civil Code of the State of California. Signed, sealed and dated this 9th day of November 19 81. Clark Conacting Corporation Bye Principal Fed 1 Insurance Ccxtgxu7y By Douglas A. Rapp Attorney-in-Fact Form 11152-F SH-9>54 12OMJ STA i`L OF ( ALIFOIiNIA as: _. _..... ..... ..COUNTY OF LOS ANGELES 9 November .9, --191 ._..be:Fore rne, the UlidLrnsgned, _,:�;�ary Puhtic of-jai raunty F _8 ...-. ._...._. . i;vv ,u;Yal(y ¢I.pt:ircO-- . .. -- . Douglas A. Rapp wiLLinf- ..,r.,i 51,E aCSeCUEBd thL :ntuC. OFFICIAL SEAL :OTARYPUBLICMA A. VIELMA . :�— rd' CALIFORNIA NotaryF ubl.i c + INCIPAL OFFICE IN ANGELES COUNTY istion Exp. fury 23. 1985 If�-- C.)4 STATE OF CALIFORNIA, - -- ALES COUNTY OF— /-6-S1 SS. ON— --- ��--� --- 19 before me, the undersigned, a Notary Public in and for said State, personally appeared JOHN Imam to me to be the Yelf:rJkTtrJa��f .— —_ of the—ra CarnornO'C the Corpor�Jttfofi t e_xec_u_t_ed the within Instrument, known to me to be the person who ii OFFICIAL SEAL executed the within Instrument, on behalf of the Corporation, therein named, and acknowledged It WINIFRED F. BUTLER to me that such Corporation executed the same. y NOTARY PUBUGCA IFORNIA PRINCIPALOFFICE IN -- ---- - -- -- - - _ '.i LOS ANGELES COUNTY WITNESS my hand and official seal. My Commission Expires-Dec- 30, 195.3 y PoWk it and for tale State. ACMOWLEDGNENT--4Dorp rats n—WolooltE Fora M—Ila. 3.04 - - - ------- �— _ - —— -- Certified Copy of . POWER OF ATTORNEY Know all Men by these Presents, That-the FEDERAL INSURANCE COMPANY, 100 William Street, New York,New York,a New Jersey Corporation,has constituted and appointed,and does hereby constitute and appoint John Z. Schmidt, Richard K. Rosskopf, Sandra K. Witt, Jacqueline Schroeder, Gerald W. Rosskopf, Donald E. Rapp, Douglas A. Rapp and Richard C. Lloyd of San Gabriel, California---------------------------------------------------- each Its true and lawful Attorney-in-Fact to execute under such designation in its name and to affix its corporate seal to and deliver for and on its behalf as surety thereon or otherwise, bonds of any of the following classes,to-wit: 1. Bonds and Undertakings(other than Fiduciary Bonds) filed in any suit, matter or proceeding in any Court, or filed with any Sheriff or Magistrate, for the doing or not doing of anything specified in such Bond or Undertaking, in which the penalty of the bond or undertaking does not exceed the sum of Two Hundred Fifty Thousand Dollars($250,000.00). 2. Surety Bonds to the United States of America or any agency thereof, Including those required or permitted under the laws or regulations relating to Customs or Internal Revenue;License and Permit Bonds or other Indemnity bonds under the laws, ordinances or regulations of any State, City, Town, Village, Board or other body or organization, public or private; bonds to Transportation Companies, Lost Instrument bonds, Lease bonds, Workmen's Compensation bonds, Miscellaneous Surety bonds and bonds on behalf of Notaries Public, Sheriffs, Deputy Sheriffs and similar public offi- cials. 3. Bonds on behalf of contractors in connection with bids,proposals or contracts. In Witness Whereof, the said FEDERAL INSURANCE COMPANY has, pursuant to its By-Laws,caused these presents to be signed by its Assistant Vice-President and Assistant Secretary and its corporate seal to be hereto affixed this list day of January 19 80 FEDERAL INSURANCE COMPANY By RAWCF a George McClellan 7> Assistant Vice-President *k * (aR,c JEhard D.O'Connor Assistant Secretary STATE OF NEW JERSEY ss: County of Essex On this 1st day of January 19 80, before me personally came Richard D.O'Connor, to me known and by me known to be Assistant Secretary of the FEDERAL INSURANCE COMPANY, the Corporation described in and which executed the foregoing Power of Attorney and the said Richard D.O'Connor being by me duly sworn, did depose and say that he is As- sistant Secretary of the FEDERAL INSURANCE COMPANY and knows the corporate seal thereof; that the seal affixed to the foregoing Power of Attorney is such corporate seal and was thereto affixed by authority of the By-Laws of said Com- pany and that he signed said Power of Attorney as Assistant Secretary of said Company by like authority;that he is acquainted with George McClellan and knows him to be Assistant Vice-President of said Company,and that the signature of said George McClellan subscribed to said Power of Attorney is in the genuine handwriting of said George McClellan and was thereto subscribed by authority of said By-Laws and in deponent's presence. Acknowledged and Sworn to before me . GIA�Y\` on the date above written. ll/ NOTARY 9y� Notary Public PUBLIC/ ti PATRICIA RYAN J ERs NOTARY PUBLIC OF NEN JERSEY My Commission Expires December 11, 19 83 Form 21-10-238 Md.2-7811Genere0 R-21413(20M) 44. SHORT HILLS. N.J. J} County of Essex as. I,the undersigned.Assistant Secretary of the FEDERAL INSURANCE COMPANY,do hereby certify that the following is a true excerpt from the By-Laws of the said Company as adopted by its Board of Directors on March 11, 1953 and amended May 27. 1971 and that this By-Law is in full force and effect. "ARTICLE XVIII. Section 2. All bonds, undertakings. contracts and other instruments other than as above for and on behalf of the Company which it is authorized by law or its charter to execute,may and shall be executed in the name and on behalf of the Company either by the Chairman or the Vice-Chairman or the President or a Vice-President,jointly with the Secretary or an Assistant Secretary, under their respective designa- tions,except that any one or more officers or attorneys-in-fact designated in any resolution of the Board of Directors or the Executive Committee,or in any power of attorney executed as provided for in Section 3 below,may execute any such bond,undertaking or other obligation as provided in such resolution or power of attorney. Section 3. All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company,either by the Chairman or the Vice-Chairman or the President or a Vice-President or an Assistant Vice-President,jointly with the Secretary or an Assistant Secretary,under their respective designations." And I further certify that I have compared the foregoing copy of the POWER OF ATTORNEY with the original thereof and the same is a correct and true copy of the whole of said original Power of Attorney and that said Power of Attorney has not been revoked. And I further certify that said FEDERAL INSURANCE COMPANY is duly licensed to transact fidelity and surety business in each of the States of the United States of America. District of Columbia. Puerto Rico,and each of the Provinces of Canada with the exception of Prince Edward Island; and is also duly licensed to become sole surety on bonds, undertakings.etc., permitted or required by law. Given under my hand and the seal of said Company at Short Hills. N.J.. this 9th _day of November t9 81, Iid4-t-ir � Assistant Secretary AGENDA ITEM October 6 , 1981 TO: Stephen B. Julian, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Approval of Change No. 8 and Progress Payment No. 14 - Assessment District 78-3 (Ortega Properties) SITUATION Staff is requesting approval of Change Order No. 8 for the Ortega Properties Assessment District. The change order includes costs. generated from removal and relocation of driveways, added sewer laterals and water services , delays .in paving while waiting for the undergrounding of the San Diego Gas & Electric Company 69KV Trans- mission line and smaller miscellaneous items. The attached change order itemizes all cost increases. The City Council was to review this change several months ago but Ortega Properties requested a delay in order that they could review the matter. They have done so and the change order is ready for approval. Progress Payment No. 14 reflects the inclusion of the change order and final payments for all work, exclusive of landscaping and irrigation. FINANCIAL CONSIDERATIONS The City is not bearing the cost of this change order. The total cost of $85 ,201. 37 is to be allocated to the benefiting properties within the assessment district. The progress payment indicates a total payment of $4 , 115 , 923. 70 to date. ALTERNATE ACTIONS 1. Approve Change Order No. 8 and Progress Payment No. 14 . 2. Do not approve Change Order No. 8 and Progress Payment No. 14 . 3. Modify the change order for future consideration. RECOMMENDATION By motion, approve Change Order No. 8 and Progress Payment No. 14 with Clarke Contracting Corporation for Assessment District No. 78-3 . 'Respectfully submitted, W �' W. D. Murp y� / WDM: . rem FOR ITY COUNCIL AGENDA •• CrLi� Encl. /� CITY OF SAN JUAN CAPISTRANO� IMPROVEMENT OF ORTEGA PROPERTIES ASSESSMENT DISTRICT DATE September 1 , 198T CHANGE ORDER NO. 8 TO CLARKE CONTRACTING CORPORATION CONTRACTOR Pursuant to the provisions of the "Municipal Improvement Act of 1913" (Division 12 of the Streets and Highways Code) and in particular Section 10352 of said Streets and Highways Code, the following change in the proceedings is hereby ordered and said change results in a substitution, elimination or addition of work. A copy of this order is on file with the City Clerk of said City. In preparing Change Orders , show as separate numbered categories: (1) Reason for Change (2) Description of Change (3) Change in Con- tract Cost EXTENSION OF TIME 1. Time of completion extended for 30 days 2 . Delay in setting electric meter for landscape controller by SDG&E 3. No cost increase involved ADDITIONAL ITEMS - SEE ATTACHED (For additional space, use reverse side) Time of completion adjusted as follows: Increase by 30 days APPROVED HYP®�A/, U/lp�,ll�t,. NG N E DATED this Z71 day of 19 APPROVED BY �z" l _ CONTRACTOR Cvh2tctosJ 9ESC� cX✓� DATED this day of 57C_I) ( /yk / "� ser .T. i4�iY&� LLi,ert, {/Yrr/dz�roo ORDERED and APPROVED by the City Cou it of the City o USAN JUAN CAPISTRANO on the day of _ i/ a TY CITY OF AN JUAN CAPISTRANO STATE OF CALIFORNIA Ortega Properties Assessment Dist. Change Order #8 September 1, 1981 Page 2 Ell 1. Construct additional six (6) inch sewer lateral on Rancho Viejo Road. 2. Ortega Properties requested additional lateral. 3. $2 , 146 . 82 E14 , 15 , 54 & 100 1 . Repair and clean streets for final A.C . paving. 2 . Two month delay from SDG&E 69KV and water service installation after change in plans. 3 . $15 , 982 . 50 E16 , 17 1. Provide flat tack for paving new water service cut. 2 . Ortega Properties new water services , Calle Arroyo. 3. $526. 61 E21 1. Construct new sewer lateral , Calle Arroyo. 2. Requested new lateral for stable area, Ortega Properties. 3. $2 , 138 . 68 E34 1. Remove and replace curb and gutter at Rancho Veijo Road. 2. Manhole interfered with curb and gutter at a location other than shown on plans . 3. $207. 29 E36 1. Construct bicycle ramp on La Novia Avenue . 2. Ramp not shown on plans. 3. $682. 21 E39 , 40 1. Remove and relocate driveway on La Novia Avenue. 2. Requested by Church of the Nazarene. 3. $130. 34 E37 & 42 1. Construct curb return driveways on Ortega & Calle Arroyo. 2. Requested by Ortega Properties. 3. $16 , 699 . 91 E43 & 46 1 . Remove and replace driveway on south side of Arroyo. 2 . Requested by Ortega Properties. 3. $5, 721. 49 E44 & 47 1. Construct curb return driveway on Rancho Viejo Road. 2. Requested by Ortega Properties. 3. $10 , 297. 64 Ortega Properties Assessment Dist. Change Order #8 September 1, 1981 Page 3 E55 1. Construct connecting sidewalk on Windsong Drive. 2 . Not shown on plans and overpaid by $144 . 98 on Change Order No. 7 . 3 . ( $144 . 98) credit. E60 1 . New driveway on Rancho Viejo Road, west side (old reservoir property. ) 2 . Requested by Ortega Properties. 3. $1, 581. 03 E63 1. Remove and replace driveway depression. 2 . Access for Goya property did not align in field. 3, $272. 86 E67 1 , Locate and raise manholes west of Rancho Viejo Road, Ortega Highway. 2 , Not shown on plans. 3, $2 , 069. 75 E80 1, Replace faulty electrical wiring. 2 , Capistrano Acres Mutual Water Company well did not work, wiring faulty. 3, $202. 95 STEINY 1 1 . Credit for bore at six locations, complete A.C. crossing and patch laterals, east of freeway. 2. Rocks prevented boring, street cuts for signals required (Exhibit A attached. ) 3. ($4 , 114 . 88) credit. STEINY 2 1. Open cut Arroyo, Rancho Viejo, Ortega Highway; relocate street light service runs. 2 . Rocks prevented boring,street cuts for signals required, street light service points changed from plans (Exhibit B attached. ) 3. $8 , 166 . 69 STEINY 3 1. Open cut Arroyo, Rancho Viejo, and Ortega Highway and pave trenches. 2. Rocks prevented boring, street cuts for signals required, trenched after streets paved due to delayed Caltrans signal approval (Exhibit' C attached. ) 3. $26 ,965 . 89 STEINY 4 1 . Install two modems in controllers on Ortega Highway traffic signals. 2. Not shown on plans or in specifications but required by Caltrans signal inspector. 3. $816 . 20 Ortega Properties Assessment Dist. Change Order #8 September 1, 1981 Page 4 C.A.M.W.C. 1 1 . Capistrano Acres Mutual Water Company paid for costs incurred during construction, damage to property and requirement to purchase water. 2. City paid cost for contractor and notified him of expense on October 22, 1980 . 3. ($5 , 147 . 63) Credit. TOTAL $85 ,201. 37 0 PARTIAL RELEASE OF STOP NOTICE TO: CITY COUNCIL, CITY OF SAN JUAN CAPISTRANO 32400 Paseo Adelanto San Juan Capistrano, California 92675 YOU ARE HREBY NOTIFIED that the undersigned claimant, JOHN JEZOWSKI, INC. , who heretofore served a Stop Notice on you dated July 24, 1981, in the amount of $53,780. 73 does herewith acknowledge a partial payment thereof in the sum of $50, 445 . 10 and that by reason of said partial payment the claim of the stop notice dated July 24 , 1981 is reduced to the amount of $3 ,335 . 63. Dated: September 21, 1981. JOHN JE29WSKI , INC. By: A,e - JOHN D. COCHRAN Assistant Secretary 890 Town & Country Road Orange, CA 92668 STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss JOHN D. COCHRAN, being duly sworn, deposes and says : That he is the person who signed the foregoing partial release of stop notice; that he has read the same and knows the contents thereof to be true of his own knowledge, except as to any matters or things that may therein be stated on his infor- mation and belief and as to those matters and things he believes it to be true. N D. COCHRAN Subscribed and sworn to before me this 21st day of September, 1981 . OPIZICIAL, SEAL S191�e E. �G9i�ww J NOTARY PUF;LIC� CALIFORNIA < , ORANGE COUNTY N terry P b I I i and for said My Comm. Expires Sept. 2, 1985 County and State r, j Q:] Stop Notice NOTICE TO City of San Juan Capistrano N� I'rlt.^ Name G.f_ � 32400 Paseo Adelanto, San Juan Capistrarlp� a3_ Address (Public Body or Lender) (If Public Job —file with office of controller,auditor,or other public disbursing officer whose,#ty itis tp(rake payments under provisions of the contract.) I _ (If Private Job — file with responsible officer or person at office or branch of construe n lender administering the construction funds.) Prime Contractor: Clarke Contract, Inc. Sub Contractor(If Any) Somer ' s Landscape Owner or Public Body: City of San Juan Capistrano Improvement known as Ortega Hwy Improvements - /name and address of protect or work of improvement) Ortega Hwy. & Rancho Viejo, San Juan Capistrano, Ca in the City of Ban Juan Capistrano County of Orange State of California. South Orange Supply, Inc. claimant,a Corporation (Claimant) (Corporation Partnership/Sole Proprietorship) furnished certain labor,service, equipment or materials used in the above described work of improvement. The name of the person or company by whom claimant was employed or to whom claimant furnished labor,service, equipment or materials is Somer 's Landscape (Name of Subcontractor/Contmetor/Owner-Buflda) The kind of labor,service,equipment or materials furnished or agreed to be furnished by claimant was Trrircai-inn Ma+arial (Describe in detail) Total value of labor,service,equipment or materials agreed to be furnished . . . . . . . . . . $ 9 n A'1 S n Total value of labor,service,equipment or materials actually furnished is . . . . . . . . . . . $ 27 , 093. 50 Credit for materials returned,if any . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . $ 0 Amount paid on account,if any . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 19. 5 6 7. 71 Amount due after deducting all just credits and offsets . . . . . . . . . . . . . . . . . . . . $ 7 , 525. 79 YOU ARE HEREBY NOTIFIED to withhold sufficient monies held by you on the above described project to satisfy claimant's demand in the amount of $ 7 • 525. 79 , as provided in Sections 3156 thru 3214 of the Civil Code, and in addition thereto sums sufficient to cover interest, court costs and reasonable costs of litigation, as provided by law. A bond is not attached.(Bond required on private jobs—not on public jobs.) (is(is tot) Date S-p emh r 23 , 11 8_9 1, Name of Claimant I FSI Bier e) Credit anacrer (official Cawchy) Verification for partnership or Verification for Corporation Sole Ownership STATE OF CALIFORNIA - STATE OF CALIFORNIA COUNTY OF SS. COUNTY OF SS. Orange Howard Goldenstein (Claimant or Representative) (Claimant or Representative) being first duly sworn deposes and says that—he is being fust duly sworn deposes and says that—he is Credit Manager (Owner,Partner or Agent) (OfJkkl Capedty) Of of South Orange Supply, Inc. (Fb-m Name) (Exact Corpomte Name) named as claimant in the foregoing claim; that he has the corporation that executed the foregoing claim; that he read said claim and knows the contents thereof, and that the makes this verification on behalf of yyi co 0;tbat_bas facts therein stated are true. bas res aid claim a wa dnt ms thereof,and flat the facts t �ein stated t " X X (*=lure ofAffknt) (S4ratureofAJj'bnt) Subsrxibed and sworn to before me this Subscribed and sworn before me this day a ,19— day of (Signature of Notary Public) (S4=rQ*o�No�taryLAO c) Notary Notary �FILIAL SEAL Sump stamp BECKY SOENS t10fARY puguC-CAufORNIA •A PRINCIPAL OFFICE IN ORANUF COUNT W Comm Expires N^_v 30 !9R' _. gissssw Original of above notice received this day of 19_ BMDCA FORM 41REV.9-74) 9795 OK 1421 1 PG 1852 RECORDED AT THE REQUEST OFRECORDING FEES EXEMPT DUE TO AND RETURN TO: EXEMPT GOVERNMENT CODE SECTION 6103 City of San Juan Capistrano Office of the City Clerk 32400 Paseo Adelanto a nnov r, City Clerk San Juan Capistrano, CA 92675 City of an Juan Capistrano, CA NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that a contract was heretofore awarded by the City Council of the City of San Juan Capistrano, California, to Clarke Contracting Corporation, P. 0. Box 5664 , Compton, California 90244 , for the performance of the following work: ASSESSMENT DISTRICT 78-3 (ORTEGA PROPERTIES) , EXCLUSIVE OF LANDSCAPING AND IRRIGATION 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 1st day of September 19 81 , by Resolution No. 81-9-1-1 That upon said contract the Federal Insurance Company was surety for the bonds given by the said company as required by law. Dated at San Juan Capistrano, California, this 1st day of September 19 81 Mary Ann gAnovet, 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 1st day of September 19 81 , (SEAL) =IRANCH.Cooft RECOROEy Ann H� Fover, City Clerk of LIFORWR San Juan O-pistrano 5 '81RW 7. RESOLUTION, NOTICE OF COMPLETION AND FINAL REPORT, EXCLUSIVE OF LANDSCAPING - ASSESSMENT DISTRICT 78-3, ORTEGA PROPERTIES CLARKE CONTRACTING CORPORATION) (38) Written Communications: - (74) Report dated September 1, 1981, from the Director of Public Works, advising that the construction of Ortega Properties Assessment District improvements had been completed to the satisfaction of the City Engineer, with the exception of landscaping and irrigation. Acce tance of Work: T e following Resolution was adopted: RESOLUTION NO. 81-9-1-1, COMPLETION OF ASSESSMENT DISTRICT 78-3, EXCLUSIVE OF LANDSCAPING AND IRRIGATION ORTEGA PROPERTIES) 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 ASSESSMENT DISTRICT 78-3, EXCLUSIVE OF LANDSCAPING AND IRRIGATION (ORTEGA PROPERTIES) The Resolution accepts the improvements with the exception of landscaping and irrigation systems and directs the City Clerk to forward the Notice of Completion to the County Recorder within 10 days. Payment status is as follows: Total Construction Costs to Date $4,115,923.70 Less 108 Retention 411,592.37 Total Due to Date --3,T0-C,-T3-1.3G Less Previous Payments 3,637,910.11 Balance Due this Payment E , 21.23 The following payments are to be made 35 days after recordation of the Notice of Completion: 108 Retention $ 411,592.37 Residual Funds Retained to Date 25,100.00 Funds to be Released 386,492.37 Staff was authorized to make the payments as indicated, conditioned upon no liens being filed against the contractor. V /�I AGENDA ITEM September 1, 1981 re TO: Stephen B. Julian, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Resolution, Notice of Completion and Final Report - Exclusive of Landscaping, Assessment District 78-3 , Ortega Properties (Clarke Contracting Corp. ) SITUATION Staff is requesting approval of the final report, notice of completion for the Ortega Properties Assessment District No. 78-3 , with the exception of landscaping and irrigation. Landscaping work has not been completed, but the balance of the work has been completed. A large sum of money is being retained, and the contractor desires to gain the release of the monies. A final report and notice of completion for the landscaping and irrigation shall be presented in the future. FINANCIAL CONSIDERATIONS Exclusive of the landscaping to be completed the cost of the work is $4 ,115 , 923. 70. The cost of the work exclusive of all landscaping is $3 ,964 ,923. 70. A table is presented below which summarizes staff' s intended fiscal program. A. Summary TOTAL CONSTRUCTION COSTS TO DATE $4 ,115 ,923 . 70 LESS 10% RETENTION 411 ,592. 37 TOTAL DUE TO DATE 3 , 704 , 331. 30 PREVIOUS PAYMENTS 3 ,637 ,910.11 BALANCE DUE $ 66 ,421 . 23 B. Retained Funds to be Released Upon 35 Day Holding Period 10% RETENTION TO DATE $411,592 . 37 RESIDUAL FUNDS RETAINED TO DATE 25 ,100 . 00 FUNDS TO BE RELEASED $386 , 492. 37 ALTERNATE ACTIONS 1. Approve the final report and notice of completion exclusive of landscaping. 2. Do not approve the final report and notice of completion exclusive of landscaping. Withhold action until all work is completed. 3. Modify staff' s proposed action and approve the final report and notice of completion. FOR CITY COUNCIL AGENDA .. Assessment District 78-3 -2- September 1, 1981 RECOMMENDATION By resolution, approve the final report and notice of completion exclusive of landscaping and irrigation for the Ortega Properties Assessment District No. 78-3 and direct staff to cause the notice of completion to be recorded and release $386 ,492 . 37 of retained funds upon the completion of the 35 day period from the date of recordation conditional upon not receiving any notice of liens upon Clarke Contracting Corporation. Respectfully submitted, to' W. D. Mr u W. D. rl"j WDM:GML/rem Encls. RESOLUTO NO. 81-9-1-1 • COMPLETION OF ASSESSMENT DISTRICT 78-3 , EXCLUSIVE OF LANDSCAPING AND IRRIGATION (ORTEGA PROPERTIES) 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 ASSESSMENT DISTRICT 78-3 , EXCLUSIVE OF LANDSCAPING AND IRRIGATION (ORTEGA PROPERTIES) WHEREAS, on the 7th day of May, 1980, the City of San Juan Capistrano entered into a contract with Clarke Contracting Corporation for the construction of. Assessment District 78-3 (Ortega Properties) ; and, WHEREAS, the Director of Public Works has evaluated the final quantities and cost figures and recommends approval of all work exclusive of landscaping and irrigation. 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, exclusive of landscaping and irrigation. SECTION 2 . That the total cost of said work is in the amount of $3 , 964, 923 . 70, exclusive of landscaping and irrigation. SECTION 3 . That the work is hereby accepted and approved, exclusive of landscaping and irrigation. SECTION 4 . It is further ordered that a "Notice of Completion" be 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 1st day of September 1981, by the following vote , to wit: AYES: Councilmen Friess , Bland, Buchheim and Mayor Schwartze NOES : None ABSENT: Councilman Hausdorfer PHILLIP . SCtWARTZE, MAY ATTEST: CITY CLE tw -1- STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF SAN JUAN ISTRANO } • 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. 81-9-1-1 adopted by the City Council of the City of San Juan Capistrano, California, at a regular meeting thereof held on the 1st day of September 1981 (SEAL) 1 2z,,,�-� MARY ANN HFOVER, CITY CLERK STATE OF CALIFORNIA } // i COUNTY OF ORANGE ) ss. AFFIDAVIT OF POSTING CITY OF SAN JUAN CAPISTRANO ) i MARY ANN HANOVER, being first duly sworn, deposes i and says : That she is the duly appointed and qualified City Clerk of the City of San Juan Capistrano; That in compliance with State laws of the State of i California and in further compliance with City Resolution No. 79-2-21-7 and on the 4th _ day of September 1981 she caused to be posted: i RESOLUTION NO. 81-9-1-1 being: COMPLETION OF ASSESSMENT DISTRICT 78-3 , EXCLUSIVE OF LANDSCAPING AND IRRIGATION (OR'TEGA PROPERTIES) i I i A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, DECLARING WORK TO BE COMPLETED AS TO PLANS AND i SPECIFICATIONS FOR THE CONSTRUCTION OF ASSESSMENT DISTRICT 78-3 , EXCLUSIVE OF LANDSCAPING AND IRRIGATION (ORTEGA PROPERTIES in three (3) public places in the City of San Juan Capistrano, to wit: The Administration Building; The San Juan Hot Springs Dance Hall; The Orange County Public Library. f jMARY ANN HANOVER, City Clerk #a San Juan 'Capistrano, California 1 i i -2 i -2- REQUEST FOR NOTICE PURSUANT TO CIVIL CODE SECTION 3185 Request is hereby made by JOHN JEZOWSKI, INC. , Claimant, pursuant to Stop Notice being served simultaneously herewith on the City of San Juan Capistrano for notice pursuant to Civil Code Section 3185. Said notice is to be mailed to attorney John D. Cochran, 890 Town & Country Road, Orange, California 92668 . Enclosed please find check in the amount of $2 . 00 pursuant to said Civil Code Section. JOHN JEZOWSKI , INC . B JOHN D. COCHRAN Attorney for Claimant STOP NOTICE TO: THE CITY COUNCIL, CITY OF SAN JUAN CAPISTRANO 32400 Paseo Adelanto San Juan Capistrano, California 92675 YOU ARE HEREBY NOTIFIED that the undersigned claimant, JOHN JEZOWSKI , INC. , furnished labor and materials for concrete work consisting of junctions , catch basins, curbs, gutters, driveway approaches and sidewalks to CLARKE CONTRACTING COR- PORATION pursuant to that certain public work of improvement known as Assessment District No. 78-3-Ortega Properties and which is and was the whole of said labor and materials agreed to be furnished by claimant; That the contract price of said labor and materials was and is the sum of $264 , 885 . 36 , and said sum was and is the reasonable value thereof; that there has been paid and credited thereon the sum of $211, 104 . 53 , and that there is now due and owing to claimant for and on account thereof, the sum of $53 , 780 . 73, in lawful money of the United States, after deducting all just credits and offsets, and the same has not been paid. WHEREFORE, the undersigned claims the benefit of the law given to laborers, materialmen and others under and by virtue of the provisions of Division III, Title XV, Section 3103 and Sections 3181 to 3214 of the Civil Code of the State of California, and prays that you withhold from said original contractor, CLARKE CONTRACTING CORPORATION, sufficient money that may be due it or that may become due it for said work to answer and pay the amount of this claim, to wit: $53, 760 . 73 . Dated: July 24 , 1981. T�r D. COCHRAN, Assistant retary and Attorney for imant Aress : 890 Town & Country Rd. , Orange, CA 92668 STATE OF CALIFORNIA ) ss. COUNTY OF ORANGE ) JOHN D. COCHRAN, being duly sworn, deposes and says : That he is the person who signed the foregoing Stop Notice; that he has read the same and knows the contents thereof to be true of his own knowledge, except as to any matters or things that may therein be stated on his information and belief and as to those matters and things he b eve it to bet^rue. J= HN D. COCHRAN C Subscribed and sworn to before e this 24th day of July, 1981 . r `~ AVz URFlC AL SEAL N to y Public in and forj8MGAFtETAN*PMVCCMn1.b, MARGARET ANNE County and State BRANDEWl"OF NOTARY r�UBLIF! T=ORNIA AL OPANC �7yN* MYGahm.Er,DE •,LIFORNIANTY.i x9v APPROVAL OF CHANGE ORDER NO. 7 AND PROGRESS PAYMENT 13 - ORTEGA PROPERTIES, ASSESSMENT DISTRICT 78-3 (CLARKE CONTRACTING) This item was removed from the Consent Calendar for discussion. (38) Written Communications: ./ (79) (1) Report dated July 21, 1981, from the Director of Public Works. Tree Conditions: Councilman Friess noted that several trees along the Ortega Highway within the Assessment District appear to be dying from lack of water. The Director of Public Works was requested to check into the matter. Approval of Change Order No. 7 and Progress Payment: It was moved by Councilman Friess, seconded by Councilman Hausdorfer and unanimously carried to approve Change Order No. 7, which includes a cost increase of $19,886.96 and a 30-day extension of time caused by delays in receipt of electrical service to landscape irrigation controllers, and Progress Payment 13 in the amount of $33,985.22. -7/� 1 / l AGENDA ITEM July 21, 1981 TO: Stephen B. Julian, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Approval of Change Order No. 7 Progress Payment 13 , Ortega Properties (Clarke Contracting) SITUATION Staff is recommending approval of Change Order No. 7 and Progress Payment 13 to Clarke Contracting for work on the Ortega Properties Assessment District. The major property owner, Ortega Properties, has requested that the original Change Order No. 7 be held for their review; Ortega Properties was to provide a major portion of the funds from their contingency allotment of district funds. This proposed Change Order provides for payment of the extra drains not being contested and a time extension of 30 days caused by a delay in provision of electrical service to the landscape irrigation controllers. FINANCIAL CONSIDERATIONS All funds involved are those derived from the sale of bonds by the assessment district. The new Change Order calls for a contract cost increase of $19, 886. 96. The individual claims are described in the enclosed Change Order. ALTERNATE ACTIONS 1. Approve the Change Order. 2. Do not approve the Change Order. 3. Require that all extra claims be considered at one time. RECOMMENDATION By motion, approve Change Order No. 7 and Progress Payment 13 to Clarke Contracting Corporation for Assessment District 78-3. Respectfully submitted, W. D. Murp WDMAttach.Attach. FAR CITY COUNCIL AGFNDA N-- CITY OF SAN JUAN CAPISTRANO IMPROVEMENT OF ORTEGA PROPERTIES ASSESSMENT DISTRICT DATE July 7, 1981 CHANGE ORDER NO. 7 TO CLARKE CONTRACTING CORPORATION (CONTRACTOR) Pursuant to the provisions of the "Municipal Improvement Act of 1913" (Division 12 of the Streets and Highways Code) and in particular Section 10352 of said Streets and Highways Code, the following change in the proceedings is hereby ordered and said change results in a substitution, elimination or addition of work. A copy of this order is on file with the City Clerk of said City. In preparing Change Orders , show as separate numbered categories: (1) Reason for Change (2) Description of Change (3) Change in Contract Cost Time Extension 7/21/81 1. Delay in meter installation for irrigation controllers No service provided. 2. Extend time of completion by 30 consecutive calendar days. 3. No cost change. E02 1. Remove and pave north 1/2 of La Novia Avenue south of Calle Arroyo. 2. Existing paving degenerated and required replacing. 3 . $3, 367 E04 1. Repair broken waterline on Romer property. 2. Line broken in grading for Ortega Highway. 3 . $366. 31 ADDITIONAL ITEMS - SEE ATTACHED Time of completion adjusted as follows: Increased by 30 consecutive calendar days APPROVED BY (CITY INEER) DATED this day of APPROVED BY r (CONTRACTOR) DATED this 26 day of Ttt --r E/ ORDERED and APPROVED by the City Council of the City of SAN JUAN CAPISTRANO on the 21st day of July, 1981 ITY CLEW CITY OF SAN JUAN CAPISTRANO STATE OF CALIFORNIA Ortega Properties,* • Assessment District Change Order #7 July 14, 1981 Page 2 E08 1. Reconstruct utility conduit on Paseo Tirador. 2. Catch basin location changed on Paseo Tirador, conflict with utility resulted. 3. $228 . 36 E09 1. Relocate 4-H security fence at Horno Creek. 2. Fence conflicted with Horno Creek low flow diversion. 3 . (Funds from Fish & Game Dept. , not AD-78-3) $200 E22 1. Construct French drain in Rancho Viejo Road. 2. Groundwater required drain. 3 . $3 ,700 E23 1. Construct earthen access ramps, Paseo Tirador. 2. Grading for access ramps to OCWW#4 and Capistrano Acres Mutual Water Co. 3 . $226. 49 E24 1. Construct wheel chair ramp, La Novia & Ortega Highway. 2. CALTRANS required new ramp after first completed. 3. $226 . 49 E28 1. Repair aggregate base. 2 . Base washed out when Fire Dept. tested hydrant prior to paving. 3 . $85. 18 E29 1. Repair broken house water service. (Bill Reid) 2 . Service broken while grading for Ortega Highway 3 . $245 . 47 E30 1. Over excavate unacceptable soils , Horno Creek. 2. Soil saturated and could not be used for R.C.B. base. 3. $4, 090 . 62 E32 1. Additional grading at Ortega Highway & Ganado Road. 2. CALTRANS required on northeast corner. 3 . $565. 46 E34 1. Remove and replace curb and gutter at Rancho Viejo Road. 2. Manhole interfered with curb and gutter at a loca- tion other than shown on plans. 3. $83. 15 Ortega Properties• • Assessment District Change Order #7 July 14, 1981 Page 3 E38 1. Re-grade sidewalk area after guy pole removed, Ortega Highway. 2. Guy pole placed in middle of 5 foot sidewalk. 3. $58. 08 E39, 40 1. Remove and relocate driveway on La Novia Ave. 2. Requested by Church of the Nazarene. 3. $2, 339. 25 853 1. Repair sidewalk removed in constructing 69KV line. 2. 69KV location changed. 3 . $270 . 41 E55 1. Construct connecting sidewalk on Windsong Drive. 2. Not shown on plans. 3. $505 . 99 E61, 64 1. Construct driveway at Capistrano Acres Mutual Water Co. , Paseo Tirador. 2. Deleted then, reinstated after curb and gutter poured. 3. $944. 22 870 1. Change curb and gutter on Windsong Dr. 2. Modify existing to insure flow to catch basin. 3. $624. 44 899 1. Grade additional areas by Horno Creek Diversion Channel. 2. Required to insure channel integrity. (Not AD 78-3) 3. $1, 393 E62 , 65 1. Construct driveway at OCWWD#4 , Paseo Tirador. 2 . Deleted, then reinstated after curb and gutter poured. 3 . $922 . 63 TOTAL $19 , 886 . 96 AGENDA ITEM July 7 , 1981 - TO: Stephen B. Julian, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Approval of Change Order No. 7 , Assessment District 78-3, Ortega Properties SITUATION Staff is requesting approval of Change Order No. 7 . This is a large change in cost due to accounting of numerous changes throughout the project whose resolution has been held to the final stages of construction. There is one additional change order anticipated and it will deal with traffic signals and landscaping. A breakdown is included in the attached change order. FINANCIAL CONSIDERATIONS The total amount of the change order is $72 , 869 .55. The major causes of the cost increases were driveway type and location changes , unsuitable soil overexcavation, and delays in paving from extended construction of the San Diego Gas & Electric Company 69KV line installation. The cost of these changes is to be borne by the assessment district ' s contingency fund and engineering records indicate sufficient funds are available. ALTERNATE ACTIONS 1. Approve the change order. 2. Deny the change order. 3. Request additional information. RECOMMENDATION By motion, approve Change Order No. 7 for the Ortega Properties Assessment District 78-3 , paying Clarke Contracting Corporation $72 , 869 . 55 . Respectfully submitted, W�".f7Murphy 4o WDM:GML/rem Encl. FOR OUTX COUNCIL AGENDA ..%. . - . �j� AGENDA ITEM June 9 , 1981 TO: James S . Mocalis , City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Street Lighting of Traffic Signals on Ortega Highway, Assessment District 78-3 (Ortega Properties) SITUATION Staff desires to inform the City Council of the installation of high pressure sodium street lights on Ortega Highway within the Ortega Properties Assessment District. The lights will illuminate the traffic signals at Rancho Viejo Road and La Novia Avenue. The traffic signals are owned by Caltrans , and that agency will not permit mercury vapor lights. Staff has been unable to modify the Caltrans policy, and the lights are to be turned on shortly. FINANCIAL CONSIDERATIONS There are no financial impacts upon the City. Caltrans requires the installation of the high pressure sodium street lights to reduce energy costs. ALTERNATE ACTIONS 1. Receive and file this report. 2 . Direct staff to negotiate further with Caltrans . RECOMMENDATION By motion, receive and file this report. Respectfully submitted, �W. D. Murp�. hp W. WDM:GML/rem FOR CITY COUNCIL AGENDA 0 0 B. REQUEST FOR APPROVAL OF CHANGE ORDER NO. 6, ORTEGA PROPERTIES ASSESSMENT DISTRICT 78-3 (CLARKS CONTRACTING) (38) Change Order No. 6 was approved in the amount of $13,608.73 i/(74) for extra work, as set forth in the report dated June 2, 1981, from the Director of Public Works. AGENDA ITEM June 2 , 1981 TO: James S . Mocalis, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Request For Approval of Change Order No. 6 - Ortega Properties , Assessment District 78-3 (Clarke Contracting) SITUATION Staff is requesting approval of Change Order No. 6 for the Ortega Properties Assessment District. The change order includes numerous activities ranging from the installation of seven laterals requested by the property owners to repair of utilities not noted on the plans and broken during construction. Numerous other requests have been made, and staff is reviewing those with the contractor at this time. The activities in this change order needed no review, and are considered acceptable at this time. FINANCIAL CONSIDERATIONS The cost of the change order is $13,608 . 73. There are funds available within the assessment district ' s contingency allowance, and where appropriate deductions shall be made from the funds allocated to specific properties. There are no City contriubtions required. ALTERNATE ACTIONS 1. Approve the change order. 2 . Do not approve the change order. 3. Require additional information prior to approval. RECOMMENDATION By motion, approve Change Order No. 6 for Ortega Properties Assessment District 78-3 for payment to Clarke Contracting Corporation in the amount of $13 ,608 . 73. hRespectfully submitted, Ie W. urph WDM:GML/rem FOR CITY COUNCIL AGENDA .. . . . . CIO OF SAN JUAN CAPISTRANO • IMPROVEMENT OF ASSESSMENT DISTRICT 78-3 DATE May 21 , 1981 CHANGE ORDER NO. 6 TO CLARKE CONTRACTING CORPORATION (CONTRACTOR Pursuant to the provisions of the "Municipal Improvement Act of 1913" (Division 12 of the Streets and Highways Code) and in particular Section 10352 of said Streets and Highways Code, the following change in the proceedings is hereby ordered and said change results in a substitution, elimination or addition of work. A copy of this order is on file with the City Clerk of said City. In preparing Change Orders , show as separate numbered categories: (1) Reason for Change (2) Description of Change (3) Change in Con- tract Cost 1. (E04) 1) Repair broken water service 2) Grading for Ortega Highway at Romer Property caused broken water service not shown on plans 3) $366 . 31 2 . (E09) 1) Remove fencing at 4H Club stockyard for grading 2) Fence required relocation as it obstructed grading for low flow channel, Horno Creek 3) $200 . 00 . (For additional space, use reverse side) Time of completion adjusted as follows: APPROVED BY �— (C'ITpr ENGINEER) DATED this day of APPROVEDBY 0- CONTRAC ) DATED this day of ORDERED and APPROVED by the City Council of the City of SAN JUAN CAPISTRANO on the day of -;7-,) Alz /y, 2 CITY CLEff CITY OF SAN JUAN CAPISTRANO STATE OF CALIFORNIA Assessment District 78-3 Change Order #6 May 21, 1981 Page 2 3. (Ell) 1) Construct 6 inch sewer lateral 2) Sewer service requested by Ortega Properties for Village Center, not shown on plans 3) $2 ,146 . 82 4 . (E21) 1) Construct 6 inch sewer lateral 2) Sewer service requested by Ortega Properties for stable, not shown on plans 3) $2 ,138. 68 5 . (E22) 1) Construct underground drain system 2) Groundwater in Rancho Viejo Road removal in order to prepare subgrade, French drain installed 3) $3, 700 6 . (E23) 1) Construct two graded access ramps 2) Driveway approaches required graded ramps so access to property possible; O.C.W.W.D. #4 and Capistrano Acres Mutual Water Co. 3) $226 .49 7. (E29) 1) Repair house water service 2) Reid/Iwata driveway construction broke house service, not shown on plans 3) $245 . 47 8 . (E66) 1) Striping removal , new striping and additional signs 2) Caltrans and City directed striping removals of striping and delineators on newly completed Ortega Highway 3) $4 ,401. 08 9 . (E89) 1) Construct sluice gate in Horno Creek low flow diversion wier 2) City requested change to facilitate future maintenance of diversion weir 3) $183. 88 TOTAL CONTRACT COST INCREASE : $13,608 . 73 ' n READING REQU) BY AND • EN RECORDS IL TO 18203 Mt. Baldy Circle Fountain Valley, Ca 92708 j� SPACE ABOVE THIS LINE LLIIN7,EE FOR RECORDER'S L SI ONalatm 1 Release o� ��R�YrxZG7 —Z= STOP NOTICE The undersigned South Orange Supply, Inc. Notic� 17th February 81 does hereby release that certain gated the day of �r .19 and recorded as instrument No. on the day of 19 in Book , Page ,of Official Records.of Stopp Notice— City of San Juan Capistrano County and in which3499 ME2FE1 is named as owner of the property described in said lien, and does hereby release the premises described therein from the said claim of lien,which premises are described as follows: Lot Block Tract as per map recorded in book ,page of Official Records/Maps, County of State of California, and more commonly described as: Ortega Hwy & Rancho Vieloo (Ortega Hwy. Improvements) (Street address) in the City of San Juan Capistrano , County of Orange State of California. Name of Claimant: South Orange Supply, nc. _ (Fir. e By Date Mar h 0. 1 Al Credit Manager (Official Capacity) Acknowledgement for Partnership or Acknowledgement for Corporation Sole Ownership STATE OF CALIFORNIA SS. STATE OF CALIFORNIA 1 SS. COUNTY OF COUNTY OF Orange On _ on March 10, 1981 before me, the undersigned, a Notary Public in and for said before me, the undersigned, a Notary Public in and for said State, personally appeared State, personally appeared Howard Goldenstein known to me to be the -➢rasidaw6 i ,known to me to be the —Seeeete+rY- Credit Manager known to me to be the person_whose name the Corporation that executed the within Instrument.known to subscribed to the within Instrument and acknowledged that me to be the persons who executed the within Instrument. on executed the same. behalf of the Corporation herein named,and acknowledged to me that such Corporation executed the within Instrument pur- WITNESS my hand and official seal. suant to its -laws Or a resolution of its board of directors. X X (Signature of Notary Pub7iG /Signature ofVotary Public NotarY Notary Stamp Stamp s OFFICI7SFALLEO'� NOTARY PUBLORANGMy Comm. ex RICA Form 9 (Rev . 1 -79) Stop fitice -� NOTICE TO ClitV of San Juan Capistrano Name 32400 Paseo AdelanP_o San Juan t no Address (Public Body or Lender) r - (If Public Job—file with office of controller,auditor,or other public disbursing officer whose duty it is to make payments under provisions of the contract.) (If Private Job — file with responsible officer or person at office or branch of construction lender administering the construction funds.) Prime Contractor: Clarke Contract, Inc. Sub Contractor(If Any) Somer ' s Landscape Owner or Public Body: City of San Juan Capistrano Improvement known as Ortega Hwy. Improvements (name and address of protect or work of improvement) Ortega Hwy & Rancho Viejo in the City of San Juan Canistrano County of Orange State of California. South Orange Supply. Inc. claimant,a (Claimant) (CorporationlParmershiplSole Proprietorship) furnished certain labor,service, equipment or materials used in the above described work of improvement. The name of the person or company by whom claimant was employed or to whom claimant furnished labor,service, equipment or materials is Somer ' s Landscape (Name of SubrontmetorlContractorlOwner-Builder) The kind of labor,service,equipment or materials furnished or agreed to be furnished by claimant was Irrigation Material (Describe in detail) Total value of labor,service,equipment or materials agreed to be furnished . . . . . . . . . . $ 19, 567. 71 Total value of labor,service,equipment or materials actually furnished is . . . . . . . . . . . $ 19. 567. 71 Credit for materials returned,if any . . . . . . . . . . . . . . . . . . . . . . . . . . . . $_ 0. Amount paid on account,if any. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $_15, 474. 21 Amount due after deducting all just credits and offsets . . . . . . . . . . . . . . . . . . . . $ 4 . 093 50 YOU ARE HEREBY NOTIFIED to withhold sufficient monies held by you on the above described project to satisfy claimant's demand in the amount of $ 4 . 093. 50 , as provided in Sections 3156 thru 3214 of the Civil Code, and in addition thereto sums sufficient to cover interest, court costs and reasonable costs of litigation, as provided by law. A bond Is Not attached.(Bond required on private jobs—not on public jobs.) (islis not) Date Feb. 17 , 1981 Name of Claimant s Hrlwa rd Qnl denat-ai n (Oficial Capacity) Verification for Partnership or Verification for Corporation Sole Ownership STATE OF CALIFORNIA STATE OF CALIFORNIA COUNTY OF SS. COUNTY OF SS. [)range ) Howard Goldenstein (Clairimnt or Representative) (Claimant or Representative) being fast duly sworn deposes and says that —he is being fast duly mom deposes and says that_he is Credit Manager (Owner,Partner or Agent) (Ofliciai Capacity) of of South Orange Supply. Inc. (Firm Name) (Exact Corporate Name) reamed as claimant in the foregoing claim; that he has the corporation that execut tho foregoing claim; tlut_he road said claim and knows the contents thereof, and that the makes this v rification b o a 'd c ration;that—he facts therein stated are true. has read claim aJ 6 t s ereof,and that the fHCta t hl S[e[ed,Yb X (4matureofAfiiant) (SitnatureofAffan4 Subscribed and sworn to before me this Subscribed gp swan to before me this day of ,19_ day of ,19 (Sismtrae of Notary Public) (ftmtrwe of Notary Public) Notary Notary, OFFICIAL SEAL Stamp Stamp _ LEO R FEUEP. NOTARY PUBLIC -CALIFORNIA ORANGE COUNTY My comm. expires FEB 13, 1985 Original of above notice received this day of 19_ BMDCA FORM 41REV.8-74) ASSc.SSMFNT DISTRICT 78-3, CONTRACTING COMPANY) (38) Written Communications: ✓(74) 1) Report datad o-tav 19, 1981, from the Director of Public (76) Works advising that the contractor had requested a partial release of funds for work completed and rec- ommending that the City Engineer provide a Notice of Completion for all public improvements within Assess- ment District 78-3, exclusive of traffic signals and landscaping for City Council approval; further, direct the City Engineer to prepare a final Notice of Comple- tion upon completion of the landscaping and traffic signals. (2) Letter dated May 19, 1981, to the Director of Public Works from the General Manager of Waterworks District No. 4, requesting that water systems also be excluded from the above Notices of Completion, due to non- payment of construction damages in the amount of $1500 by Clarke Contracting Corporation. Preparation of Notices of Completion: by Councilman Friess, by CJI =^mean Buchm kiciani _ - r-t the City Fnn-• :ter to provide a a:c .. ments within Assessment District 73-3, exclusive .. -- __..- signals, landscaping, and water systems for City Council approval; and direct the City Engineer to prepare final Notice of Completion upon completion of landscaping, traffic signals, and water systems. 5/, C) P a AGENDA ITEM May 19 , 1981 TO: James S. Mocalis, City Mangager FROM: W. D. Murphy, Director of Public Works SUBJECT: Request for Release of Funds, Assessment District 78-3 SITUATION Clarke Contracting Corporation, the contractor for the Ortega Properties Assessment District, has requested that the City process a notice of completion for work completed to date. City procedures and policies do not usually permit partial acceptance of improvements. In this case, delays occurred in construction due to actions of other agencies, and this is the basis of the request. An extensive delay occurred in the installation of the 69 KV underground transmission facility. Construction of that facility was approximately three months late and delayed final paving of the streets. Modifications to the water system and driveways locations caused extended delays as well. All of the delays were beyond the control of the contractor, and it is for this reason that staff supports the request. Staff recommendation includes accepting certain improvements but holding the labor and material bond until all of the improvements have been accepted. The "certain improvements" are all of the improvements exclusive of the landscaping and traffic signals. The contractor agrees with, and in fact suggested, the withholding of the labor and material bond rather than submitting a new, smaller bond. Upon completion of the traffic signal and installation and landscape establishment the second notice of completion and bond release can be approved. FINANCIAL CONSIDERATION The City shall be required to release the retained funds for the improvements to be accepted. This is the 10% retention and is well in excess of $300, 000 . The release of the funds will occur sooner, but the recommended action shall not cause an increase in the expenditure. ALTERNATE ACTIONS 1. Approve accepting all improvements exclusive of the landscaping and traffic signals. 2. Do not approve partial acceptance of any improvements . 3 . Require a modified action of the City. FOR CITY COUNCIL AGENDA I �r • Request For Release of Funds -2- May 19 , 1981 A.D. 78-3 RECOMMENDATION By motion, direct the City Engineer to provide a Notice of Completion for all public improvements within Assessment District 78-3 , exclusive of traffic signals and landscaping for City Council approval; and direct the City Engineer to prepare final Notice of Completion upon completion of the landscaping and traffic signals. Respectfully submitted, W.D,Murp �� WDM:GML/dll 4. APPROVAL OF PROGRESS PAYMENT NO. 8, ASSESSMENT DISTRICT 78-3 ORTEGA PROPERTIES (CLARKS) (38) Written Communications: 1)(74) Report dated February 17, 1981, from the Director of Public Works advising that administrative details had delayed processing of Progress Pa}aaert NO. 9 to Clarke Contracting Corp, in conjunction with Assessment District 78-3. It was moved by Councilman Buchheim and seconded by Councilman Bland and unanimously carried to approve Progress Payment. No. R for Assessment District 78-3 to Clarke Contracting Corp. in the amount of $214/,583.11. /17 J r AGENDA ITEM February 17 , 1981 TO: James S. Mocalis, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Approval of Progress Payment No. 8 - Assessment District 78-3 (Clarke Contracting Corp. ) SITUATION Staff is requesting City Council approval of Progress Payment No. 8 for Assessment District 78-3 . Due to resolution of the adminis- trative details, the progress payment was not ready for processing prior to the normal warrant cut-off date. If the warrant for the progress payment is not approved at this meeting, the contractor shall experience an extended period between payments. It is staff' s desire to insure that normal cash flow occurs. For this reason approval of a check is recommended as an addition to the normal warrant list. FINANCIAL CONSIDERATION The progress payment is for $214 , 583 . 11. Funds are available from the sale of bonds for the assessment district. ALTERNATE ACTIONS 1. Approve Progress Payment No. 8 for Assessment District 78-3 to Clarke Contracting Corp. 2. Do not approve the progress payment. 3. Refer to staff for further information. RECOMMENDATION By motion, approve Progress Payment No. 8 for Assessment District 78-3 to Clarke Contracting Corp. in the amount of $214 , 583 . 11. IRResp(►"eecc'tfully submitted, WJ D. Mur WDM:MG/pjs FOR CITY COUNCIL AGENDA �/' 10. APPROVAL OF CHANGE ORDER NO. S - TRAFFIC SIGNAL AND WATER SERVICES, ASSESSMEN'P DISTRICT 78-3, ORTEGA PROPERTIES (CI.ARRE CONTRACTING) (38) -Written Communications: (74) Report dated January 20, 1981, from the Director of Public Works, requesting approval of a Change Order for Clarke Contracting Corporation for water facility additions and traffic signal modifications in conjunction with Assessment District 78-3. Approval of Chafe Order: t was move by Councilman Schwartze, seconded by Councilman Buchheim and unanimously carried to approve Change Order No. 5, Clarke Contracting Corporation, as follows: Water Services $15,246.89 Traffic Signalization $23,448.50 Total $38,695.39 Council directed that staff review the intersection of La Novia Avenue and Calle Arrovo in terms of signal installation, due to the potential use of the area by school children. The Director of Public Works requested a minimum 30-day period for preparation of the report. Councilman Schwartze suggested that consideration be given to installing the wiring at this time with the actual signal installed when warranted. AGENDA ITEM January 20, 1981 TO: James S . Mocalis , City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Approval of Change Order No. 5 - Traffic Signal and Water Services, Assessment District 78-3 , Ortega Properties SITUATION Staff is requesting approval of change orders for water services and one traffic signal in Assessment District 78-3 (Ortega Properties. ) The assessment engineer has reviewed and approved the change order. The water services are the results of design changes requested by Ortega Properties to service their office condominium complex. The traffic signal is located at the intersection of Calle Arroyo and Rancho Viejo Road. The change order is necessary to accommodate design changes occurring after the receipt of bids and cost escala- tions in material and labor resulting from the delayed approval of the Caltrans signal. The subject signal was considered and discussed at the City Council meeting of January 6th. FINANCIAL CONSIDERATIONS The change order as related to the water services is at the request of Ortega Properties . The funds for this work will be drawn from the contingency funds allocated to the benefiting properties ; and sufficient funds are available. The cost of construction of the services is $15 ,246 . 89 . \ r, The signal portion of the change order is necessary due to design changes after receipt of bids, and this change order was anticipated. The signal approval by Caltrans occurred approximately seven months after receipt of bids . The project was commenced with the knowledge that cost increases for the signals would occur. It was felt that total delay of the project would cause cost increases for all bid items as opposed to increases on three bid items. The change order shall increase the signal cost from $37 ,000 to $60 , 448. 50 . Using the formula applied by the assessment engineer and including appurtenant equipment and incidental costs , the City' s contribution for this signal is $17 ,959 . 17. The total City contri- bution for signals is now $68 , 714 . 03. ALTERNATE ACTIONS 1. Approve Change Order No. 5 . 2 . Do not approve Change Order No. 5 . 3. Defer action until provided further information. FOR CITY COUNCIL AGLNDA James S. Mocalis, City Manager -2- January 20 , 1981 Change Order #5 - A.D. 78-3 RECOMMENDATION By motion, approve Change Order No. 5 , Assessment District 78-3 (Ortega Properties. ) Respectfully submitted, W. D. Murph W. � WDM:GML/rem Attach. CITY OF SAN JUAN CAPISTRANO • IMPROVEMENT OF ASSESSMENT DISTRICT 78-3 DATE 1/2/81 CHANGE ORDER NO. 5 TO CLARKE CONTRACTING CORPORATION (CONTRACTOR) Pursuant to the provisions of the "Municipal Improvement Act of 1913" (Division 12 of the Streets and Highways Code) and in particular Section 10352 of said Streets and Highways Code, the following change in the proceedings is hereby ordered and said change results in a substitution, elimination or addition of work. A copy of this order is on file with the City Clerk of said City. In preparing Change Orders , show as separate numbered categories : (1) Reason for Change (2) Description of Change (3) Change in Con- tract Cost Water facility additions and traffic signal modifications (For additional space, use reverse side) Time of completion adjusted as follows: APPROVED BY hj -A4& 0 U I_Y ENG 'EER) DATED this Z116r day of A&IM41 1-9191 APPROVED BY Adv (CONTRACTOR) DATED this 7" day of ORDERED and APPROVED by the City Council of the City of SAN JUAN CAPISTRANO on the 20th day of January, 1981 TY CLE CITY OF AN JUAN CAPISTRANO STATE OF CALIFORNIA Change Order #5 Attachment Clarke Contracting Corp. 1/2/81 Page 2 Water A. 1. Water service additions 2. Install water services for Parcels 17 through 46 and Lot G, per Parcel Map 79-856 (schedule attached) 3. $10 ,496 . 89 B. 1. Lateral for fire hydrant 2. Installation of fire hydrant lateral for equestrian center on Lot 39 , Parcel Map 79-856 3. $2 , 500 . 00 . C. 1. Slurry backfill 2. Backfill all trenches (approximately 45 cubic yards) 3. $50 . 00/cubic yards Traffic Signal 1. Traffic signal at Calle Arroyo and Rancho Viejo Road revised design and increase cost of material and labor. 2. Delay of Caltrans approval withheld all signal work. 3. $60 ,448 . 50 (increases cost per bid item by $23 ,448. 50. ) .. C C, 9 f 0 0 CHANGE ORDER NO. 4 - ASSESSMENT DISTRICT 78-3, ORTEGA PROPERTIES (CLARKE CONSTRACTING) (38) Written Communications: V(74) Report dated January 6, 1981,. from the Director of Public Works requesting approval of a Change Order for Clarke Contracting Corporation for installation of three traffic signals in conjunction with Assessment District 78-3. The Change Order is required due to revisions made by CalTrans, increases in costs for equipment and labor, and time delays. Council questioned the need for Item 17, a traffic signal installation at Calle Arroyo and Rancho Viejo Road. Partial Approval of Change Order: It was moved by Councilman Friess, seconded by Councilman Bland and unanimously carried to approve the following items contained in Change Order No. 4: 1. Traffic signals at Ortega Highway and Rancho Viejo Road, a cost increase of $23,059.95 for a new total of $85,059.95; 2. Traffic signals at Ortega Highway and La Novia, a cost increase of $35,044.59 for a new total of $82,044.59; 3. An additional cost of $424.00 for move-in on Concrete Crew; 4. A time extension of 140 days for project completion. Council action on Item 17 on the Change Order was delayed pending clarification of placement of the signal. 0 • AGENDA ITEM January 6 , 1981 TO: James S. Mocalis , City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Approval of Change Order No. 4 - Assessment District 78-3 , Ortega Properties (Clarke Contracting) SITUATION Staff is requesting City Council approval for a Change Order involving the installation of three traffic signals in conjunction with Assessment District 78-3 . The Change Order is due to major revision in Plans and Specifications required by Caltrans on the two Ortega Highway signals, an increase in costs for equipment and labor due to inflation, and delay in commencing construction. A time extension of 20 weeks (140 days) will be required to complete the work as specified in the plans due to material delay. FINANCIAL CONSIDERATIONS Replacing the three signals as originally bid ($146 , 000) with the signals required by Caltrans ($227 ,977. 04) would result in a cost increase of $81, 977. 04 . This would be covered by the con- tingency fund established by the district and funds are available. ALTERNATE ACTIONS 1, Approve Change Order No. 4 for Assessment District 78-3 for an increase of $81,977 . 04 and a time extension of 20 weeks (140 days) . 2 . Do not approve Change Order No. 4 . 3 . Request further information from staff. RECOMMENDATION By motion, approve Change Order No. 4 for Assessment District 78-3 in the amount of $81,977 . 04 and a time extension of 20 weeks (140 days) . Respectfully /submitted, W. D. Murphy WDM:GA/pjs Attachment FOR MY COUNCIL_ AGENDA T^ �� CI9 OF SAN JUAN CAPISTRANO • IMPROVEMENT OF Assessment District 78-3 DATE December 19, 1980 CHANGE ORDER NO. 4 TO Clarke Contracting Corporation (CONTRACTOR) Pursuant to the provisions of the "Municipal Improvement Act of 1913" (Division 12 of the Streets and Highways Code) and in particular Section. 10352 of said Streets and Highways Code , the following change in the proceedings is hereby ordered and Said change results in a substitution, elimination or addition of work. A copy of this order is on file with the City Clerk of said City. In preparing Change Orders, show as separate numbered categories: (1) Reason for Change (2) Description of Change (3) Change in Con- tract Cost (See .attached sheet) pF.t�#xx��l! ynatlCxx�cx�s�xs�sa�ssgxss�) Time of completion adj'ust'ed as follows: tim extension of 140 days APPROVED BY W CITY EN E DATED this day of APPROVED BY ` CO TOR) DATED this 14 day of ORDERED and APPROVED by the City Council of the City of SAN JUAN CAPISTRANO on the � day of ITY CLERK, CITY OF N JUAN CAPISTRANO STATE OF CALIFORNIA Attachment Clarke Contracting Corp. Change Order No. 4 December 19 , 1980 I . Item 15 a) Traffic Signals - Ortega Highway at Rancho Viejo Road c) Increase of $23 , 059 . 95 to $85 , 059 . 95 Item 16 a) Traffic Signals - Ortega Highway at La Novia c) Increase of $35 , 044 . 59 to $82 , 044 . 59 Item 17 a) Traffic Signals - Calle Arroyo at Rancho Viejo Road c) Increase of $23 ,448 . 50 to $60 ,448 . 50 Extra Item a) Move-in on Concrete Crew c) $424 . 00 Cost increase for above items due to requirements of Caltrans, inflation on equipment and labor and delay in commencing construction. TOTAL INCREASE $81, 977. 04 -2- -7 49 /W'111 JGIl 3Z400 PASkO'ADELANro SAN JUAN 6APISTRAN6,rAZ,1F0RN1A 92675 HONE 493,117) January 8 , 1981 Clarke Contracting Corporation 1934 Gladwick Compton, California 90220 Re: Change Order No. 4 - Assessment District 78-3 (Ortega Properties) Gentlemen: At their meeting of January 6, 1981, the City Council took action to approve Change Order No . 4 , Assessment District No. 78-3 , with the exception of Item 17 - Traffic Signals - Calle Arroyo at Rancho Viejo Road. Item 17 has been scheduled for the Agenda of January 20, 1981 , and a copy of the Agenda will be mailed to you prior to that time. The approved Change order items include the following : 1. Traffic signals at Ortega Highway and Rancho Viejo Road, a cost increase of $23 , 059 . 95 for a new total of $85, 059 . 95; 2. Traffic signals at Ortega Highway and La Novia, a cost increase of $35, 044 .59 for a new total of $82,044 . 59; 3. An additional cost of $424 .00 for move-in on Concrete Crew. These cost increases are due to the requirements of CalTrans, inflationary impacts, and delay in commencement of construction. In addition, a time extension of 140 days for completion of the project was approved. If you have any questions, please do not hesitate to call . Very truly yours, MARY ANN IXIN04VER, CMC MAH/jm City Clerk cc : Jon Pugh Walt Hamilton F. Mackenzie Brown Director of Public Works 9. APPROVAL OF CHANGE ORDER NO. 3, ASSESSMENT DISTRICT WO—. 78--3 (ORTEGA P ROPE RT I Es7cLARRE) (38) As set forth in the report dated November 5, 1980, from the (79) Director of Public Works, Change Order No. 3, in the amount of $8,531.89, for ten items to correct utility conflicts and other difficulties, was approved. AGENDA ITEM November 5 , 1980 TO: James S. Mocalis, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Change Order No. 3 , Assessment District 78-3 (Clarke Contracting Corp. ) SITUATION In assessment districts all change orders must be approved by the City Council. Staff is thus submitting to the City Council ten items , necessitated by utility conflicts and other difficulties consolidated into one change order. FINANCIAL CONSIDERATIONS Total cost of the change orders is $8 ,531.84 . This would be covered by the contingency fund established by the District and funds are available. ALTERNATE ACTIONS 1. Approve Contract Change Order No. 3 for Assessment District 78-3 in the amount of $8 , 531. 84 . 2 . Do not approve Change Order No. 3. 3 . Refer to staff for additional information. RECOMMENDATION By motion, approve Contract Change Order No. 3 for Assessment District 78-3 , in the amount of $8 ,531. 84 . Respectfully submitted, �j . r\�.urph eQ W. D. M WDM:MG/rem ATTACH. FOP 41, TY C011NCIL AGENDA ... � � � 2 C� OF SAN JUAN CAPISTRANO • IMPROVEMENT OF Assessment District 78-3 _ DATE 10-23-80 CHANGE ORDER NO. 3 TO Clarke Contracting inn (CONTRACTOR) Pursuant to the provisions of the "Municipal Improvement Act of 1913" (Division 12 of the Streets and Highways Code) and in particular Section 10352 of said Streets and Highways Code, the following change in the proceedings is hereby ordered and said change results in a substitution, elimination or addition of work. A copy of this order is on file with the City Clerk of said City. In preparing Change Orders , show as separate numbered categories: (1) Reason for Change (2) Description of Change (3) Change in Con- tract Cost E01 (1) Move crew from storm drain to sewer. (2) Stop work ordered by City due to unknown utility conflict. (3) 4506.54 (SEE ATTACHED SHEET) (For additional space, use reverse side) Time of completion adjusted as follows: APPROVED BY &A CITY_ l GINEER DATED this Z 7� day of Oetk&lu /ygo APPROVED BY AFONTRACTOR) DATED this �/o1 day of o ORDERED and APPROVED by the City Council of the City of SAN JUAN CAPISTRANO on the 5th day of November, 1980 CITY CLEC CITY OF SAN JUAN CAPISTRANO STATE OF CALIFORNIA Assessment District 7 • Change Order No. 3 (cofinued) EO3 (1) Gas line relocation at pump station. (2) Interfering utility not on plans. (3) $169.32 B06 (1) 12" 0.P. (2) For freeway drainage into new RCB. (3) $402.50 B07 (1) Increase bores by 70 ft. (2) Additional requirement of Caltrans. (3) $600.00 E10 (1) Remove and replace manhole shafts. (2) Not shown on plans (conflict in rim elevation) . (3) $2,811.22 E20 (1) Lateral for Reed property. (2) Condition of right-of-way acquisition. (3) $1,350.00 E50 (1) Install water service. (2) Condition of right-of-way acquisition. (3) $1,656.60 E93B (1) Haul off irrigation vault. (2) Vault in path of sewer line. (3) $236 . 10 E94 (1) Modified drop manhole. (2) Existing invert differed from plans. (3) $421.96 E95 (1) Drop existing sewer. (2) Reconstruction to meet new manhole. (3) $377.60 TOTAL $8531. 84 -2- CI9 OF SAN JUAN CAPISTRANO • IMPROVEMENT OF Assessment District 78-3 ' DATE September 3, 1980• CHANGE ORDER NO. 2 TO Clarke Contracting Corp. (CONTRACTOR) Pursuant to the provisions of the "Municipal Improvement Act of 1913" (Division 12 of the Streets and Highways Code) and in particular Section 10352 of said Streets and Highways Code , the following change in the proceedings is hereby ordered and said change results in a substitution, elimination or addition of work. A copy of this order is on file with the City Clerk of said City. In preparing Change Orders , show as separate numbered categories: (1) Reason for Change (2) Description of Change (3) Change in Con- tract Cost Riparian Habitat 1 . Comply with requirements of California Dept. of Fish & Game for construction of box culvert on Horno Creek. 2 . Construction of a low flow extension to Horno Creek to initiate a natural riparian habitat. 3. $92 , 706 . This cost is to be paid directly by property owners and not through bonds. (See attached letter dated July 7, 1980. ) (For additional space, use reverse side) Time of completion adjusted as f lows: N/A APPROVED BY gale CIT ENGINEER DATED this 2 zj4-1— day of APPROVED BY �-�� Cia e on orp CONTRACTOR) DATED this 2 7 day of Aub . ORDERED and APPROVED by the City Council of the City of SAN JUAN CAPISTRANO on the 3rd day of September . 19Rn ITY CLERX CITY OF AN JUAN CAPISTRANO STATE OF CALIFORNIA 0 0 6. APPROVAL. OF CHANCE ORDER NO. 1, MINOR SOB CHANGES - ASSF.SSMENT DISTRICT 76-3 (CLARKE CONTRACTING CORP.) x(74) Change Order No. 1, a contract cost increase of $6,018.46 (38) for miscellaneous job changes, rocas approved, as set forth in the report dated September 3, 1980, from the Director of Public works. 9 /3/bb AGENDA ITEM September 3 , 1980 TO: James S. Mocalis, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Change Order #1, Assessment District 78-3 (Clarke Contracting Corp. ) SITUATION Staff is requesting approval of Change Order #1 for the Ortega Properties Assessment District. This change order includes several minor job changes caused by unforeseen construction problems . These changes ranged from removal of large concrete blocks that were found in the roadway to removal and recompaction of unsuitable soils . Staff feels that these are legitimate claims by the con- tractor due to the unforeseen circumstances that generated the requests. FINANCIAL CONSIDERATIONS The total amount of contract cost increase is $6 ,018 . 46 . The contingency fund within the bond cost is $439,772. 00, and all change orders for the assessment district must be financed through these funds. ALTERNATE ACTIONS 1. Approve the change order. 2. Do not approve the change order. 3. Require more information. RECOMMENDATION By motion, approve Change Order #1 for Assessment District 78-3 in the amount of $6 ,018 . 46 to Clarke Contracting Corporation. Respectfully submitted, W. D. Murph WDM:GML/rem Encl. FOR CITY COUNCIL AGENDA .•• / (D C• OF SP.N JUAN CAPISTRANO Page 1 of 2 • IMPROVEMENT OF Assessment District 78-3 DATE 7-29-80 CHANGE ORDER NO. 1 TO Clarke Contracting Corporation (CONTRACTOR) Pursuant to the provisions of the "Municipal Improvement Act of 1913" (Division 12 of the Streets and Highways Code) and in particular Section 1.0352 0£ said Streets and Highways Code, the following change in the proceedings is hereby ordered and said change results in a substitution, elimination or addition of work. A copy of this order is on file with the City Clerk of said City. In preparing Change Orders, show as separate numbered categories: (1) Reason for Change (2) Description of Change (3) Change in Con- tract Cost E 93 (1) Remove irrigation vault (2) Vault in path of sewer line (3) Increase of $255. 27 E 96 (1) Remove concrete (2) Concrete in path of sewer line (3) . Increase of $346 . 21 (Continued on reverse side) (For additional space , use reverse side) Time of completi n adjusted as foows: APPROVED BY CITY INEE)R � DATED this — day of APPROVED BY6 (C)b TNS RACTOR) DATED this day of , ORDERED and APPROVED by the City Council of the City of SAN JUAN CAPISTRANO on the 3rd day of September. 1980 ITY CLE 6 CITY OF SAN JUAN CAPISTRANO dou & — STATE OF CALIFORNIA Assessment District 78-3 Change Order No. 1 Page 2 of 2 E 97 (1) Additional clearing (2) Sewer realignment (3) Increase of $179. 52 E 98 (1) Remove and recompact material south of pond on Paseo Espada (2) Material trnsuitable for road sub-base (3) 3233 Cu. Yd. ,@ $1. 62/Cu. Yd. _ $5 ,237. 46 TOTAL CONTRACT COST INCREASE $6, 018 .46 STATE OF CALIFORNIA �T AGRICULTURE AND SERVICES AGENCY N? 430512 . DEPARTMENT OF INDUSTRIAL RELATIONS , DIVISION OF INDUSTRIAL SAFETY P I R M I T Permit Issued To (Insert Employer's Name and Address) w No.___18 Date.__ 4DARt1ft3. 1980 F—CIAMIE C011TRAMMM CORPORATION r 1934 Gladwick Street Reg km_-A►_IQ,_Anaeles Lcompton, CA 90220 District _3 14" Beach_ T•Bl_,_Q13) 595.8477 Type of Permit EXCAVATION _ANNUA .i9Rn This permit is issued, subject to the condition, that the work is performed by the same employer. The appropriate District Office shall be notified, in writing, of location of job site, prior to commencement. Pursuant to Labor Code Sections 6500 and 6502, this Permit is issued to the above-named employer for the projects described below. Siete Conlraalar9 Lk.nw N.mb.r - - Permit Valid 16ro"), 325448-A December 31, 1980 Aalkipat.d Dat" Description of Iroi.cf . eflon Cly and County Starting Completion Storm Efrain and Various Southern 1/3/80 12/31/80 Sewer Trenching California This Permit is issued upon the following conditioner 1. That employer will comply with all occupational safety and health standards or orders applicable to the above projects, and any other lawful orders of the Division. 2. That if any unforeseen condition causes deviation from the plans or statements contained in the Permit Application form the employer will notify the Division immediately. .: 3. Any variation from the specification and assertions of the Permit Application form or violation of safety orders may be cause to revoke the permit. 4. This permit shall be posted at or near each place of employment as provided in 8 CAC 341.4. Investigated bfy . �/��_y 57 /f /h Salary Ener. Dela Approved Qi A ' Diet. Man N pow $-GRC (Rev.0-74) STATE Of CALIFORNIA, f ss WoNTy Of _Lu::_ A.ul e I t,s ON. before me, the undersigned, a Notary Public In and for said State, personally appeared _ 7v_ known to me t6 be the at theL1 _b©1 �.�__ the Corporation that execiFted the wi in astir known'to two be the person who _ executed the within Instrument, on behalf of the Corporation, therein Named,aad acknowledged na. a rICIAL sEAL to me that such Corporation executed the ware. ^, 1NIpIIFRED F. B1j,T _-- ° dl+4'x IJ, NOTARY FUE!IC CA FOAN�A f! PRMCIRAL Orf ICE;N WITNESS my band and official seal, C LOS ANGELES COUNTY I i,o Commission Expires Dec. 30, 1983 .�T Nohry Peblia is Mx far xW Stalls. ACIAOWLEDGMENT.--Go, -Wiilcott,,rarw ax—qa. 3-54 ` ACKNOWLEDGMENT OF ANNEXED INSTRUMENT STATE OF CALIFORNIA 1 ss.: COUNTY OF Los Angeles ) 7 On this 28 day of April in the year one thousand nine hundred and 80 before me, `f-�M�� - � ,a Notary Public and for the r Count ofInt Angepc residing therein,duly commissioned and sworn, personally appeared Q(6UGLAS A. iiAPP.9�rrr iii F;i F — T�r�}IgSefifFfV6€ 6ennDANY known to me to be the of COMPANY, the Corporation that executed the within instru- ment, and also known to me to be the person_who executed the within instrument on behalf of the Corporation " therein named and acknowledged to me that such Corporation executed the same. Los Angeles ,. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal in the County of ' the day and year in this certificate first above written. .�.....,,, ,,,,,,,,,,,,,, ............. _ Of FICIAL SEAL LINDA D. YATES �1� rill �JIf 7 l U Notary Public in and forte OQjty of My Commission expires NOTARY PUBLIC CALIFORNIA LOS Angeles nFrfr IN State of California LOS ANGELES COUNTY $$ My Commission Expires April 30, 1982 _ Form 21 10-165(Fav,3-77) G`ajyl...r..axwrwr.n,.uumunx uxxux,uuuuuwu.meu„m,u,,,,,,unuu.,,,,,i. V ' e v. Bond No. 8030--511-50 Premium $18,541.0^ FAITHFUL PERFORMANCE BOND ' KNOW ALL MEN BY THESE PRESENTS: THAT WHEREAS, the City of San Juan Capistrano, a municipal corpor- ation of Orange County, California, has awarded to Clarke Contracting Corporation License No. , hereinafter designated as "Principal, " a con- tract for'Assessment District 78-3 (Ortega Properties)" : and ' WHEREAS, said Principal is required under the terms of said contract to furnish a bond for the faithful performance of said contract. ' NOW, THEREFORE, we,Clarke Contracting Corporation as Principal , and Federal Insurance Company , as surety, are held and firmly bound unto the City o San Juan �pistrano, a municipal corporation of Orange County, CC�}t q& penal sum ofThree million six hundred sixty-four thousand seven hundred sixty-pp'LLARS � 64 768.30 ) lawful money of the United States o America, for payment o w is sum, well and truly to be made, ' we bind ourselves, our heirs, executors, administrators and successors, jointly and severally , firm! '-,y these presents. THE CONDITION OF THIS OBLIGATION is such that, if the here- by bounded Principal, his or its heirs, executors, administrators, succes- sors or assigns, shall in all things stand to and abide by and well and truly keep and perform all the undertakings, terms, covenants, conditions, and agreements in the said contract and any alteration thereof, made as therein provided, all within the time and manner therein designated and in all respects according to their true intent and meaning, then this ob- ligation shall become null and void, otherwise it shall be and remain in full force and virtue. FURTHER, the said surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder, shall in any way affect its obligations or this bond, and it does hereby waive notice of any such change, extension of time, alterations or modi- fications of the contract documents or of work to be performed thereunder. IN WITNESS WHEREOF three (3) identical counterparts of this in- strument, each of which shall for all purposes be deemed an original there- of, have been duly executed by the Principal and surety herein named, on the 28 day of �p��_�, 19�L, the name and corporate seal of each corporate party be— in ereto affixed and these presents duly signed by its undersigned representative pursuant to authority of its governing body. Clarke Contracting Corporation t" PIJINCIPA ' BY B, _ rFederal Insurance Company SURETY 43 B _ DoY s I A ey-in-Fact z- SIAIE OF CALIFORNIA, CUUNIY 01 t,us ALLgt. ! t ON o b 19 . before me, the undersigned, a Notary Public in and for said State, personally appeared known to me to be the of the C1-*-r*-i Giz fa 6 L-3[� Ate-- - the Corporation that executed the *I innnnstrumetR, krwwm"to me to be tM person who executed the within Instrument, on behalf of the Corporation, therem named, and acknowledged to me that such Corporation executed the some. OFFICIAL SEAL lIFF LL 6 ( otos Yf RPNPGBAAEEL 5 COLLUNTYEIjIRAA WITNESS my hand and otflC41 awt, - - - - - 1- My Commission Expires Dec. 30, 1983 Notary P&C IN Net far Now Wis. �i 'MMOWLE�DGMEXT� ntiwr-Wulcour Fomes—a., 3W_-2— ACKNOWLEDGMENT OF ANNEXED INSTRUMENT STATE OF CALIFORNIA ss.: COUNTY OF Los Angeles On this 28 day of April in the year one thousand nine hundred and 80 before me, t ,a Notary Public and for the County of residing therein,duly commissioned and sworn, personally appeared DOUGLAS A. RAPP, ATTY IN FA4.. known to me to be the of FEDERAL INSURANCE COMPANY COMPANY, the Corporation that executed the within instru. ment, and also known to me to be the person_who executed the within instrument on behalf of the Corporation therein named and acknowledged to me that such Corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal in the County k- Angeles the day and year in this certificate first above written. wmennnn...... u,ninuun..... nnnunnmwnw,nnnnw,nrmumnannnunnw OFFICIAL SEAL LINDA D. YATES = Notary Public in and forflame C gunny of MS NOTARY PUBLIC CALIFORNIA My Commission expires ns� A�nveleg State of California s LOS ANGELES COUNTY =_ My Commission Expire, April 30. 1982 Form 21-10-165(Rev.3-77)CAWnw.nm..... iIAIL OF CALIFORNIA, r se. COONIY OF _L11N Ally;,E 1 e._,i ON S'aG 19� before me, the undersigned. a Notary Public In and for said State, personally appealed known to me to be the of the, eta-6 Ey�- Y�ersri. erg- --- - the Corporation [hat executed the wrthih ume7R, kr to wto be the persim who executed the within Instrument, on behalf of the Corporation, tbersin araw,end acknowledged to me that such Corporation executed the same. elnti :1-2, EALININIBUTLER __ _ .._- . ___ - II , O^L r IFORNIA --- o, FICE IN WITNESS myhand and LOSCOUNTY MY Com missicn Fc. 30. 1983 Notary PokhE to WA fm UW Stab. - xCNN9W EDf DMFNT o, - i rv--Wglcogs form 7Y1 Ra, }W ACKNOWLEDGMENT OF ANNEXED INSTRUMENT STATE OF CALIFORNIdos Angeles 7 ss.: COUNTY OF— On On th3 6 day of April in the year one thousand nine hundred and 80 before me, _ I}�D kka A . YFI D e ,a Notary Public and for the Count of LOS nge(es _ residing therein,duly commissioned and sworn, personally appeared DCYUGLAS A. RAPP, A7TX Uy F,A4l known to me to be the of FEDERAL INSURANCE COMPANY COMPANY, the Corporation that executed the within instru- ment, and also known to me to be the person_who executed the within instrument on behalf of the Corporation therein named and acknowledged to me that such Corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal in the County ofLOS�$ the�Ny„Nr�s{„Maar„in„thie�nenOFFICIAL irSEAL brlVL+��tl'YIY't@n. LINDA D. YATES4,�_ 6604, NOTARY PUOLIC CALIFORNIA �p Lary ubliQpin and forth unty of My Commission expiresPRINCIP,L OFFICE. IN l_LtS ,n94 IP,S ANGei.FsState of California a My Commission Expires April 30, 1982 j Form 21-t0-165(Rw,3-77)CAL „�, Bond No. 8030-5A-59 Premium 318,591.Of FAITHFUL PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: THAT WHEREAS, the City of San Juan Capistrano, a municipal corpor- ation of Orange County, California, has awarded to Clarke Contracting Corporation License No. , hereinafter designated as "Principal," a con- tract for•Assessment District 78-3 (Ortega Properties)" t and WHEREAS, said Principal is required under the terms of said contract to furnish a bond for the faithful performance of said contract. NOW, THEREFORE, we,Clarke Oontractin Corporation g as Principal, and Federal Insurance C�any as surety, are held and firmly bound unto the City o San uan Capistrano, a municipal corporation of Orange County, penal sum ofThree million six hundred sixty-four thousand seven hundred sixty-D LLA 64 76768.3300 ) lawful money of the United States of America, for payment of which sum, well and truly to be made, - we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly `,y these presents. THE CONDITION OF THIS OBLIGATION is such that, if the here- by bounded Principal, his or its heirs, executors, administrators, succes- sors or assigns, shall in all things stand to and abide by and well and truly keep and perform all the undertakings, terms, covenants, conditions, and agreements in the said contract and any alteration thereof, made as therein provided, all within the time and manner therein designated and in all respects according to their true intent and meaning, then this ob- ligation shall become null and void, otherwise it shall be and remain in full force and virtue. FURTHER, the said surety, for value received, hereby stipulates ' and agrees that no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder, shall in any way affect its obligations or this bond, and it does hereby waive notice of any such change, extension of time, alterations or modi- fications of the contract documents or of work to be performed thereunder. - IN WITNESS WHEREOF three (3) identical counterparts of this in- strument, each of which shall for all purposes be deemed an original there- of, have been duly executed by the Principal and surety herein named, _ on the 28 day ofp �1 , 19_80 , the name and corporate seal of each corporate party beghereto aTfixed and these presents duly signed by its undersigned representative pursuant to authority of its governing body. Clarke Contracting Corporation P I By By Federal Insurance Company SURETY 43 BY" Do P . rney-in-Fac*... ACKNOWLEDGMENT OF ANNEXED INSTRUMENT STATE OF CALIFORNIA ) ss.: COUNTY OF Los Angeles 11 On this` 8 day f_ Feb• in the year one thousand nine hundred and 80 before me, `��x5� - ��u k u, ,a Notary Public and for the County of OS Angeld residing therein,duly commissioned and sworn, personally appeared known to me to be the of FEDERAL INSURANCE COMPANY COMPANY, the Corporation that executed the within instru- ment, and also known to me to be the person_who executed the within instrument on behalf of the Corporation therein named and acknowledged to me that such Corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal in the County of LOS Angel@s the day and year in this certificate first above written. \\ 7� un nunnw...... innnm,nun.unn,nu...... m,n,n,nunn,nn,unuunnnn,,,n,,,,n \k'AA r� r\ y . �t OFFICIAL seAL Notary4;9I@$Public in and for the o my of LINDA DQkl . YATES wS@ State of California My Commission expires PUBtle g PR NCIPAL 0,110E J Form 21-10-166(Rev.3 77) CAL. My COmr,,�_, fl nu,ua,mnuvan,:un„mu....�:�.,.l.nan,nm..i-N, „... �. .,. „ „„„..6 STATE OF CALIFORNIA, - --- --- -- =��-- -- -- �s ss. COUNlY OF ON- before N before me, the undersiNotar.Pub4ic. in nd for said State, personally appeared known to me to be the of the— the he the Corporation that executed the within Inst ument, Known to me to be the person who see«gowNrlesaw executed the within Instrument, on behalf of the Corporation, thereinpamed, and acknowledged OFFICIAL SEAL to me that such Corporation executed the same. WINIFRED F. BUTLER NOTARY PUSLI:UFORNIA PRINCIPAL OFFICE IN WITNESS my hand and official seal. LOS ANGELES COUNTY E ission Expires Dec. 30, 1983 � ) N6ary Public in dad for said sate. — _ --- -- dC,�, 1{NOWLEa6YENT--0ofporahon—WOItotU Fqm E!T—Itw 344 -`---- f�' •-�oT7n17rDLj-- 14f./1.0. w A BID BOND 4 KNOW ALL MEN BY THESE PRESENTS, that weclarkQ Contilacting _ Cor oratio ,:I,ec, Principalo, and *** existing *** Federal un er a aws o t e tate o1 New Jersey , and a principal Insurance office id, located in the City of H rt H 1 y.,as surety ars JointlyCompany and severally bound unto the A CAPISTRANO o Orange County,l California, in the 'sum of Ten ,Percent of Bid DOLLARS _ ($ i�% ), latwfpI money e o t nit ta'tes o America to be paid to tie s—aidC'I OF $AN JUAN CAPISTRANO. for which payment well andi truly to be made.' +ae *ind ourselves, bur heirs, successors, executors, administrators and assigns, jointly and severally, by these presents!. i -- THE CONDITION OF THIS OBL.IGATIOW4s such that whereas the Principal has submittwd the siedapanying bid dated Feb. 26 19 80, for construction of "'Assessment Dist, 78-3 (Orte Or the Prop_ erties) CITY OF SAN' JUAN C•A' ange County, or a. 1V0W, THEREFORE, if the Principal shalf hot withdraw said bid within thirty (30) days a?ft•ar'tbe opening of Sam,*; and shall within fif- teen (15) days after the agreement has been presented to him for execu- tion enti� into a written contract with the. City 4 accordance with the bid as accepted, and if the jPrincipal shall give t%e required bond with good and'Isufficient sureties or sureties for the faithful performance and proper f fillment of such contract and for the protection of laborers and material n., or in the event bf .the withdrawl of said bid within the per- iods spe fied, or the failur8 to enter into said contract and give said bond within the time specified, if the Priticipal shall withinlaixty (60) days afte# request by the City;, pay the City the difference between the amount specified in paid bid and the amount for which the City may procure the, required work and/or supplies if the latter; amount 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 R day of . , _ 19_ Q, the name and corporatg seal of each corporate party being affixed hereto and these presents duly Signed by its undersigned representative pursuant to authority of its governing body. - Two Witnesses (if individual) ;` Clarke Contracting CorTporaj:ion PRINCIPAL I By ATTEST i torporat on Title Title I Fed ail Ins nc Company Corporate Sic bu ATTEST B ' Title Donald E. Ra Attorney-in--Fact Title Corporate gal 42 SHORT HILLS, N its. County of Essex I,the undersicned,Assistant Secretary of the FEDERAL INSURANCE COMPANY, do hereby certify that the following is a true excerpt from the By Laws of the said Company as adopted by its Board of Directors on March 11. 1953 and amended May 27, 1971 and that this By-Law is in full force and effect. "ARTICLE XVIII. Section 2 All bonds, undertakings, contracts and other instruments other than as above for and on behalf of the Company which it is authorized bylaw or its charter to execute, may and shall be executed in the name and on behalf of the Company either by the Chairman or the Vice-Chairman or the President or a Vice-President, jointly with the Secretary or an Assistant Secretary, under their respective designa- tions.except that any orie or more officers or attorneys-in-fact designated in any resolution of the Board of Directors or the Executive Committee,or in any power of attorney executed as provided for in Section 3 below, may execute any such bondundertaking or other obligation as provided in such resolution or Power of attorney. Section 3. All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company,either by the Chairman or the Vice-Chairman or the President or a Vice-President or an Assistant Vice-President,jointly with the Secretary or an Assistant Secretary, under their respective designations.' And I further certify that I have compared the foregoing copy of the POWER OF ATTORNEY with the original thereof and the same is a correct and true copy of the whole of said original Power of Attorney and that said Power of Attorney has not been revoked And I further certify that said FEDERAL INSURANCE COMPANY is duly licensed to transact fidelity and surety business in each of the States of the United States of America, District of Columbia, Puerto Rico, and each of the Provinces of Canada with the exception of Prince Edward Island: and is also duly licensed to become sole surety on bonds, undertakings, etc.. permitted or required by law. Given under my hand and the seal of said Company at Short Hills. N.J., this 28 _day of April . 19 80 . � 1.4 Assistant Secretary Certified Copy of POWER OF ATTORNEY Know Off Men by these Presents, That the FEDERAL INSURANCE COMPANY, 100 William Street, New York, New York,a New Jersey Corporation, hasconstituted and appointed.and does hereby constitute and appoint Donald E. Rapp and Douglas A. Rapp of Pasadena, California--- each its true and fawfiil Attorney-in-Fact to execute under such designation in its name and to affix its corporate seal to and deliver for and on its behalf as surety thereon or otherwise, bonds of any of the following classes, to-wit: 1. Bonds and Undertakings (other than Fiduciary Bonds) filed in any suit, matter or proceeding in any Court, or filed with any Sheriff or Magistrate, for the doing or not doing of anything specified in such Bond or Undertaking, in which the penalty of the bond or undertaking does not exceed the sum of Two Hundred Fifty Thousand Dollars ($250,000.00). 2. Surety Bonds to the United States of America or any agency thereof, including those required or permitted under the laws or regulations relating to Customs or Internal Revenue; License and Permit Bonds or other indemnity bonds under the laws, ordinances or regulations of any State, City, Town, Village, Board or other body or organization, public or private; bonds to Transportation Companies, Lost Instrument bonds, Lease bonds, Workmen's Compensation bonds. Miscellaneous Surety bonds and bonds on behalf of Notaries Public, Sheriffs, Deputy Sheriffs and similar public offi- cials. 3. Bonds on behalf of contractors in connection with bids, proposals or contracts. In Witness Whereof, the said FEDERAL INSURANCE COMPANY has, pursuant to its By-Laws, caused these presents to be signed by its Assistant Vice-President and Assistant Secretary and its corporate seal to be hereto affixed this 1st day of January 19 78 FEDERAL INSURANCE COMPANY By g�RAN� �\:•• �� George McClellan W iD Assistant Vice-President yFk'J0,511,� 1 (a ' Richard D.O'Connor Assistant Secretary STATE OF NEW JERSEY ss: County of Essex On this 1st day of January 19 78 , before me personally came Richard D.O'Connor. to me known and by me known to be Assistant Secretary of the FEDERAL INSURANCE COMPANY, the Corporation described in and which executed the foregoing Power of Attorney and the said Richard D.O'Connor being by me duly sworn, did depose and say that he is As- sistant Secretary of the FEDERAL INSURANCE COMPANY and knows the corporate seal thereof; that the seal affixed to the foregoing Power of Attorney is such corporate seal and was thereto affixed by authority of the By-Laws of said Com- pany and that he signed said Power of Attorney as Assistant Secretary of said Company by like authority;that he is.acquainted with George McClellan and knows him to be Assistant Vice-President of said Company, and that the signature of said George McClellan subscribed to said Power of Attorney is in the genuine handwriting of said George McClellan and was thereto subscribed by authority of said By-Laws and in deponents presence. Acknowledgedand Sworn to before me Gt A-=��` on the date above written. 4 \ NOTARY f j _ ' Notary Public 11 PUBLIC71 �•�\\ ��,'�� PATRICIA RYAN j Eft NOTARY PUBLIC OF NEIN JERSEY My Commission Expires December I1, 19 78 Form21-102a9(Ed 2]ff)p;unore0 q-OS]0313pM1 �.• ' 0_7 /GA P. I '! Bond No. 8080-54-59 YG_ Premium Included I LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS: That ' WHEREAS, the City of San Juan Capistrano, a municipal corpor- ation of Orange County, California, has awarded to Clarke Contracting Corporation License No. hereinafter designated as "Principal," a con- tract for "Assessment District 78-3 (Ortega Properties)" ; and WHEREAS, said Principal is required to furnish a bond in con- nection with the said contract providing that if said Principal, or any of his or its sub-contractors, shall fail to pay for any materials, pro- visions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the surety or this bond will pay the same. ' NOW, THEREFORE, we Clarke Contracting Oorporation as Principal, and Federal Insurance Company as surety are held firmly ..:. _ :y of Sa:: .luai Capistrano, a munici- pal corporation, in the penal sum of Three million six hundred sixty-four thousand 'seven hued. DOLLARS ($3,664,768.30) , lawful money of the United States of America, sixty-eight for payment of which sum well and truly to be made we bind ourselves, 30/100's our heirs, executors, administrators and successors, jointly and severally, ' firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that, if said Principal, his or its heirs, executors, administrators, successors or assigns, or sub-contractors, shall fail to pay for any materials, pro- visions, provender, or teams, or other supplies or equipment used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor as required by the provisions of Title 1, Division 5, Chapter 3 of the Government Code of California as amended, that the surety will 1 pay for the same in an amount not exceeding the sum specified in this bond and also in case suit is brought upon the bond, a reasonable attorney's fee to be fixed by the court. This bond shall inure to the ' benefit of any and all persons, companies and corporations entitled to file claims under said act, so as to give a right of action to them or their , assigns in any suit brought upon this bond. ' FURTHER, the said surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract docun.e t_ .r of the cork to be performed thereunder ' shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modifi- cation of the contract docunients or of work to be performed thereunder. ' 44 IN WITNESS WHEREOF three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and surety herein named on the 28 day ofApril , 19 80 ' The name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representatives pur- suant to authority of its governing body. Clarke Contracting Corporation— FRINCIPA By lay Federal Insurance Ccaipany u ) IL ' Dcuglai�%A. Rapp, At ey-in-ra t 1� r i� r i r r� 45 a corporation organized and existing under the lea's of the Stme of NEW Jf—ey and anthorizrd to transact business in the St.ltr of Califuroia, as surrh, are held and firmly bound in the sshule sum of Ten thousand and no/100 _—Dollars (S 101000_00 ), lawful money of the United States of America, unto the people of the State of California, hereinafter designated as the obligee herein, for the payment of which sum. well and truls to be made, we hereby bind oursehes, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. The condition of this obligation is such that if the said principal, his, their, or its heirs, executors, adminis- trator. successors, and assigns shall properly comply with the requirements of said Act of the Legislature of the State of California, hereinbefore referred to, and of the terms and conditions of said permit„ and any rrnyss'al thereof issued by said Department of Transportation, and shall indemnify and save harmless the above obligees, and each of them, from any and all claims, suits, action or actions of every name, kind and description, brought for or on account of any damage or injury to the State highway, or any part thereof, or to any real or personal property, or to any person or persons whomsoever, occasioned by or arising out of any failure of the principal to comply with any of his or its obligations under any such permit or permits, and shall properh safeguard said work and the State highway and all bridges and other structures thereon, and shall bear the entire expense of replacing the highway and even part thereof in as (food condition as before, then this obligation to be void, otherwise to be in full force and effect. This bond is effective from the date hereof and shall coyer any act or omission of the principal under the pri-mu and renc%%als thereof. Unless othrr%%ise stated herein, this bond may be canceled upon 30 days %%rittrn mice received by the Drpartment of Transportation of the State of California from the surety, providing the above 1l undvn principal has not commenced performance of the work specified to be performed prior to said 30 d.lcs. IN %%T%k,s lVn¢xeov, \Ce have hereby set our hand and seal this 28 _ day of— April —. 19-80 \I I ClarRe Contracting Corporation Federal Insurance Cc n parry PRINCIPAL AND APPLICANT {NR[TY 1934 Gladwick Street 3200 Wilshire Blvd. Ccupton, California 90220 Los Angeles, California 90010 — - auslNsss ADDRESS •uslN xss •oolRsss ATTORN(Y IN FACT Dotigla� A. Rapp, Attorney-in-Fact E By — R ACKNOWLEDGMENT OF ANNEXED INSTRUMENT STATE OF CALIFOf�v IA ss.: COUNTY OF Los Angeles On this da of Apr i 1 in the year one thousand nine hundred and 80 before me, ,a Notary Public and for the COS Fnapla.' County of__ �__residing therein,duly commissioned and sworn, personally appeared DOUGLAS A. RA , known to me to be the of FEDERAL INSURANCE COMPANY COMPANY, the Corporation that executed the within instru- ment, and also known to me to be the person_who executed the within instrument on behalf of the Corporation therein named and acknowledged to me that such Corporation executed the same. Los Angeles IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal in the County of the day and year in this certificate first above written. uinnumnmmmmnuwnnunnuu,ruu,runu, = mnmm�onrmmumu .l} 4 OFFICIAL SEAL LINDA D. YATES =Notary Public in and fort ount of LOS My Commission expires NOTARY PUBLIC CALIFORNIA 0 State of California _Q1ToE'IP 111111,kL OFFICE IN _ `+ LOS ANCCLES COUNTY hiy Comr.iExpires April 30 7982 rm ... o .n Fo27-107651Rev.3-77)CAL"'""""Ow . ' �r� �.�:..�:,.:.:,, :.:�,w,u�,ueiwnumwmim��„.....r.,:,:,:::�,:n,mu,�r�rir �.s.• SIAIE OF CALIFORNIA, ± ss. — wunrr of Luy 9u ) I c UN — algid before me, the undersigned. a Notary Public In and for oald State, parsonalW, appeased known to me to be the - - -_,bra- 3�-61F��se----- ----- -- - . i at theC�+Lrkt*-C0ffur- B-t#t� Cma--- the executed the within Instrument, ot executed n lbehalfOfI herknown to Co W ationtDerein natured and ackApwledged _ to me that such Corporation executed the some OFF ICIAL SEAL WINIFREI) F. BUTLER lk " WITNESS my hand andolflcial teal. , L r ` +r• LOS ANGELES COUNTY �• J�7/ 1 --ommission Ex^' -� Dec. 30, 1993 Notary Public m'Ad fa aid SUU -_ form)7T_.P_rr�_)M " .. .. _. -. t NAWI M NI Gor r Lu,. wul:onf __ I Boyo Xo. 808( 4-60 e011Y DM M-e � If[V LTfI PER>Ir Xo. Pla�ar.�lClarke Contractip -C-o ration . � � --- -- April 28, 1980 LOCATION EFF ECrl%E DAT. DIST Co. RT P.M. Premium: .$50. 00 WI D [Highway Encroachment 'Permit] Know All Men by These Presents: WHEREs, The hereinafter named principal has made or will make application to the DEPARTMENT of TRA\4'ORTATIOY, of the State of California, for the issuance of a permit_, in accordance with and subject to the prosisions of Article 2, Chapter 3, Division I of the Streets and Highways Code, as amended, for construction of the following described improvements: "Assessment District 78-3 121tega Properties?" and WHEREAS, said applicant may apph for and said Department of Transportation. of the State of California. may grant a renewal of said permit, and WKEREks, said Department of Transportation, acting by and through its duly authorized officers, has determined and required that said applicant shall file a bond to the people of the State of California conditioned for the proper compliance with the requirements of said legislative act and the regulations thereunder of said Department of Transportation, and precedent to the taking effect of such permit in the penal sum of Ten Thousand and no/100 Dollars (S 10,000.00 �. Nos-, THEREFORE, The undersigned principal and— Federal Insurance Crntpany ' Certified Copy of POWER OF ATTORNEY ' Know all Men by these Presents, That the FEDERAL INSURANCE COMPANY, 100 William Street, New York, New York,a New Jersey Corporation. has constituted and appointed, and does hereby constitute and appoint Donald E. Rapp and Douglas A. Rapp of Pasadena, California— ' each its true and lawful Attorney-in-Fact to execute under such designation in its name and to affix its corporate seal to and deliver for and on its behalf as surety thereon or otherwise, bonds of any of the following classes, to-wit: ' 1. Bonds and Undertakings (other than Fiduciary Bonds) filed in any suit, matter or proceeding in any Court, or filed with any Sheriff or Magistrate, for the doing or not doing of anything specified in such Bond or Undertaking, in which the penalty of the bond or undertaking does not exceed the sum of Two Hundred Fifty Thousand Dollars ($250,000.00). 2. Surety Bonds to the United States of America or any agency thereof, including those required or permitted under the laws or regulations relating to Customs or Internal Revenue; License and Permit Bonds or other indemnity bonds under ' the laws, ordinances or regulations of any State, City, Town, Village, Board or other body or organization, public or private; bonds to Transportation Companies, Lost Instrument bonds, Lease bonds, Workmen's Compensation bonds, Miscellaneous Surety bonds and bonds on behalf of Notaries Public, Sheriffs, Deputy Sheriffs and similar public offi- cials. 3. Bonds on behalf of contractors in connection with bids, proposals or contracts. 1 In Witness Whereof, the said FEDERAL INSURANCE COMPANY has, pursuant to its By-Laws, caused these ' presents to be signed by its Assistant Vice-President and Assistant Secretary and its corporate seal to be hereto affixed this 1st day of January 19 78 FEDERAL INSURANCE COMPANY ' BY I RAIN George Mcclellan W Assistant Vice-President : C yFWJE.. (aR,c hard D O'Connor Assistant Secretary STATE OF NEW JERSEY ss. County of Essex On this 1 at day of January 19 78 before me personally came Richard D.O'Connor, to me known and by me known to be Assistant Secretary of the FEDERAL INSURANCE COMPANY, the Corporation described in and which executed the foregoing Power of Attorney and the said Richard D.O'Connor being by me duly sworn, did depose and say that he is As- sistant Secretary of the FEDERAL INSURANCE COMPANY and knows the corporate seal thereof; that the seal affixed to the foregoing Power of Attorney is such corporate seal and was thereto affixed by authority of the By-Laws of said Com- pany and that he signed said Power of Attorney as Assistant Secretary of said Company by like authority;that he is acquainted with George McClellan and knows him to be Assistant Vice-President of said Company, and that the signature of said George McClellan subscribed to said Power of Attorney is in the genuine handwriting of said George McClellan and was thereto ' subscribed by authority of said By-Laws and in deponent's presence. Acknowledged and Sworn to before me on the date above written. NOTARY A PUBLIC Notary Public U PATRICK RYAN \� U F- NOTARY PUBLIC OF NEW JERSEY My Commission Expires Dezember 11, 19 78 Form 21-10-238 (Ed. 2-78)1G ene r.0 R-0570J(20M) °%% SHORT HILLS, N.J. ss. County of Essex --- I,the undersigned,Assistant Secretary of the FEDERAL INSURANCE COMPANY,do hereby certify that the following is a true excerpt from the By-Laws of the said Company as adopted by its Board of Directors on March 11, 1953 and amended May 27. 1971 and that this By-Law is in full force and effect. -ARTICLE XVIII. Section 2. All bonds, undertakings, contracts and other instruments other than as above for and on behalf of the Company which it is authorized by law or its charter to execute, may and shall be executed in the name and on behalf of the Company either by the Chairman or the Vice-Chairman or the President - or a Vice-President,jointly with the Secretary or an Assistant Secretary. under their respective designa- tions,except that any one or more officers or attorneys-in-fact designated in any resolution of the Board of Director-or the Executive Committee,or in any power of attorney executed as provided for in Section 3 below, may execute any such bond. undertaking or other obligation as provided in such resolution or power of attorney. -- Section 3. All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company,either by the Chairman or the Vice-Chairman or the President or a Vice-President or an Assistant Vice-President,jointly with the Secretary or an Assistant Secretary, under their respective designations.' —. And I further certify that I have compared the foregoing copy of the POWER OF ATTORNEY with the original thereof and the same is a correct and true copy of the whole of said original Power of Attorney and that said Power of Attorney has not been revoked And I further certify that said FEDERAL INSURANCE COMPANY is duly licensed to transact fidelity and surety business in each of the States of the United States of America, District of Columbia. Puerto Rico, and each of the Provinces of Canada with the exception of Prince Edward Island and is also duly licensed to become sole surety on bonds, undertakings,etc, permitted or required by law. Given under my hand and the seal of said Company at Short Hills. N this__.—_-_28 day of April 19 80 Assistant Secretary B I D P R O P O S A L For the: 1 From: Or,AR1tR ODNTRACTTNr fl7RPf)RATION Contractor ' To the Honorable City Council City of San Juan Capistrano ' Gentlemen: The undersigned, as bidder, declares that he has carefully ex- amined the location of the proposed work as described, examined the Plans and Specifications and General Conditions therefor, read the In- structions to Bj_iA,r5, t, `a^_:ihar v%ith all proposal requirements, and hereby proposes and agrees, if the proposal is accepted, to com- plete 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 Ipages of this proposal, amounting to a total of: ' TOTAL (/See Page 25) AA ZM,CP h��l�on SiJ6AwnArld4i 1D4t �i{nn $ Words SYty t -fir L ( igure TOTAL ALTERNATE "A" (See Page 26 &hu.4dg,41 -4v ktas , one "J s36s; /8 ors �G� k, -s figures Said amount to include and cover all taxes, the furnishing of 1 all materials, the performing of all the labor requisite or proper and the providing of all necessary machinery, tools, apparatus, and other means of construction; also, the performance and completion of all the work in the manner set forth, described and shown in the Specifications 6 or the drawings for the work. If the contract is awarded the undersigned agrees to enter into Ia contract with the City and to commence work within fifteen (15) calen- dar days from the date of execution thereof, and to diligently prosecute the work to completion before the expiration of two-hundred (200) cal- endar days. All bids are to be computed on the basis of the given Estimated Quantities of Work, as indicated in this proposal times the unit prices as submitted by the bidders. In case of discrepancy between words and figures, the words shall prevail. In case of discrepancy between unit prices and the extension thereof, the unit price shall prevail and bids will be computed as indicated above and compared on the basis of 1 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 correspond therewith, but reserves the right to increase or decrease the amount of any item or portion of the work or to omit portions of the work as may be deemed expedient by the Engineer. It is also understood by Bidder that the City of San Juan Cap- istrano 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 the enclosed check or bid bond shall be returned to the under- signed within ninety (90) days. 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 i 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 Bq A Ftnnd (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 a\iarded to the Federal Insurance Company 3200 Wilshire Blvd, L.A. CA 90010 ' Licensed in accordance with an act providing for the registration of contractors -- License No. 325884 A Signature of Bidder: $&n\1. Clarke President Corporation - John J. Clarke, President-Manager Sarah A. Clarke, Secretary-Treasurer (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: February 26 1980 8 1 CLARKE CONTRACTING CORPORATION I 1934 Gladwick Street Compton , CA 90220 Business Address (213) 537-6470 Phone Number rFurther, the undersigned bidder certifies that he has thoroughly rchecked 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 rwork called out herein. ' Fahrnary 26� 19Rf1 Clarke, PRES . Signa ure of id der Date ' (213) 537-6470 Phone Number r 1 r r r r r i rs ' SCHEDULE OF WORK ITEMS ASSESSMENT DISTRICT 78-3 (ORTEGA PROPERTIES) 1 ITEM APPROX. K ITEM NO. QUANTITY (PRICE WRITTEN IN WORDS) (IN FIGURES) AMOUNT 1. LUMP SUM Clear and Grub for the lump sumrice of P &kn&j ZD dollars. vio 000 4— _ Opv 2. 58,144 C.Y. Furnish and Compact unclass- ified fill for the unit price of Tiu_-� a..d 51jlon dollars per $O tv cubic yard. Z t`1s36� ' 3. 4,403 TONS Furnish and Install Class II Aggregate Base for the unit 00 price of � �� _ or/ dollars per n. 35 ZZ 4. 29,754 TONS Furnish and Install Crushed ' Aggregate Base for the unit ptr) price of4A. _ Q — ?D oc dollars per n. (/ Z38,OJZ. ' 5. 13,910 TONS Furnish and Install Asphaltic Concrete Pave ent for the unit price of 99- o ' dollars per ton. 33. 633, 6. 15,509 L.F. Furnish and Install P.C.C. ' Curb and Gutter (Type A-2) 70 S® for the unit price of �_qtti G p 'Iry _ �� dollars per linear foot. 5 O d "t'1/ ' 7. 210 L.F. Furnish and Install P.C.C. Curb and Gutter (Type D) 570 I UO for the unit price of-� e � IuG, dollars per linear foot. 8. 118 L.F. Furnish and Install 8" A.C. Curb for the unit price of ,S_ 2f/O4l dollars per /7 � linear foot. / X10• 9. 54,435 S.F. Furnish and Install A.C. Bikeway (4" thick.) for Ihe unit price of One. i 10 dollars per square foot. v ' 10 1 SCHEDULE OF WORK ITEMS ASSESSMENT DISTRICT 78 (ORTEGA PROPERTIES) ' ITEM APPROX . WORK ITEM WITFFUNITS UNIT PRICES T-6 TAL NO. QUANTITY (PRICE WRITTEN IN WORDS) (IN FIGURES) AMOUNT ' 10. 34,090 S.F. Furnish and Install P.C.C. Sidewalk for the unit price ?� of or\3_ 3110n 7 per square toot. yy 31 1 11. 15,320 S. F. Furnish and Install P.C.C. Drive Approach for the unit price of c 5 ' cro ' dollars per square foot. _� 12. 35 L.F. Furnish and Install Metal Beam Guardrail for the unit .0 dc.si� per lin- e ai f` ' 13. 3 EA. Adjust existing Water Valve Cover to grade for the unit Od 00 price of dollars per each. ' 14. 2 EA. Adjust existing Manhole frame and cover to grade for the Oo unit price of Thr i KLcV\ rod 300 dollars per each. 15. LUMP SUM Furnish and Install Traffic Signals at Ortega Hwy and Rancho Viejo Road for the lum sum price of i DoT . �a9 000 • 6a�000Jold 16. LUMP SUM Furnish and Install Traffic I Signals at Ortega Hwy and La Novia Avenue for the lum sum price of adpllars. 17. LUMP SUM Furnish and Install Traffic Signals at Caile Arroyo and Rancho Viejo Road it or the �Z000 90- lump =urn rice of ' 1 + ' SCHEDULE OF WORK ITEMS ASSESSMENT DISTRICT 78-3 ORTEGA PROPERTIES) ITEM APPROX . K ITEM WITH UNITS UNIT PRICES TOTAL NO. QUANTITY (PRICE WRITTEN IN WORDS) (IN FIGURES) AMOUNT ' 18. 2,260 L.F. Furnish and Install 1}° traffic interconnect con- duct along Ortega Hwy for the unit price of dollars per / ' linear oot. 3. 19 5 EA. Furnish and Install #5 Pull- boxes for traffic interconnect �fo��r,�,ath�eJ unit price of Ohl % �a 'i�L1OLf4 dollars per each. 20. 12,000 S. F. Paint traffic striping and for the- unit price 33 of 33�oa dO — 3 2G tN ' olTsrs per square foot. (oo. 21. 180 EA. Furnish and Install Raised ' Pavement Markers (type D) 60 for the unit price of �fy4., p p lon dollars per eac_Ti. t0 I p a ' 22. 70 EA. Furnish and Install Raised Pavement Markers (type G) (10for the unit price of Six cndL I -1 j )b, tol 6�10o dollars per each. 23. 25 EA. Furnish and Install Street ' and Roadside Signs for the unit price of () V\kurl nre.r tW dollars per each. 24. 13 EA. Furnish and Install Street Lights (26' M.H.) for the unit price ofs;xA,,m6k4ng4zc' °tea dollars per eac . 25. 11 EA. Furnish and Install Street Lights (20' M.H. for the unit price of fi��„ dollars per each. /S6d. ��50O, ' 26. 6,820 L.F. Furnish and Install 1}" P.V.C. Schedule 40 Street Light Con- duct w/2 - #6 aluminum cables for the unit price ofy/ �l- b° op (Q ' dollars per linear foot. /!z .7-;Q- ' 12 ' SCHEDULE OF WORK ITEMS ASSESSMENT DISTRICT 78-3 (ORTEGA PROPERTIES) ' ITEM APPROX . WORK ITEM WITH UNITS UNIT PRICES TOTAL NO. QUANTITY (PRICE WRITTEN IN WORDS) (IN FIGURES) AMOUNT 27. 34 EA. Furnish and Install Street Light Pull Boxes for the unit price of 191')664 60 a � dollars per each. ' 28. 490 L.F. Furnish and Install 72" R.C.P. (1450-D) for the unit price of 00 UN, dollars /;� y�S0 0-0 ' per linear foot. `-� 29. 978 L. F. Furnish and Install 57" R.C.P. (1500-D) for the unit price O of dollars per 1:near Foot. ? ,meq, ' 30. 806 L.F. Furnish and Install 54" R.C.P. (2000-D) for the unit price of �d SCS at X- dollars �/ �� (D OU ' per linea fOct. 6 (0, 31. 9 L. F. Furnish and Install 48" R.C.P. (1500-D) for the unit price of C1X F U- 4 dollars /_ 2 — per 1 ear oot. 10,J J 32. 718 L.F. Furnish and Install 42" R.C.P. (1750-D) for the unit price of COV f_ dollars - 9 4 X010 perlinear toot. 33. 622 L.F. Furnish and Install 36" R.C.P. (2000-D) for the unit price of �d -1� �-� dollars - �w- L ` -33 per linear foot. 34. 828 L.F. Furnish and Install 30" R.C. P. (2000-D) for the unit price of Q(j �nY t ki - s � X i— W ' dollars 'per linear foot. w Ogg 13 ' SCHEDULE OF WORK ITEMS ASSESSMENT DISTRICT 78-3 (ORTEGA PROPERTIES) ' ITEM APPROX . WORK ITEM WITH UNITS UNIT PRICES TOTAL NO. QUANTITY (PRICE WRITTEN IN WORDS) (IN FIGURES) AMOUNT 35. 801 L.F. Furnish and Install 24" R.C.P. ' (1500-D) for the unit price of 00 Ar J i 1 J ars er linear foot. 36. 145 L.F. Furnish and Install 18" R.C.P. (1500-D) for the unit price of do S ��rt� - `;e�er� � o a3 r�r Tineaoot. 3 7 S3{ s. 37. 3 EA. Construct Junction Structure (type I) for the unit price of dd C> u S and S i?,- Y`ur dLrtdvU a � Yer� aach. 6SO ' 38. 7 EA. Construct Junction Structure (type II) for the unit price ^1 �j�Od of 1wer�ty- rtivu hUnrlCe4 off ' /6��U0"' dollars per each. 39. 1 EA. Construct Junction Structure (type III) for the unit price 00 of Si dollFal rC llwnrAre� ) _ —pro ars p r qacci "" 40. LUMP SUM Construct Junction Structure (special) for the lump sum Oct price of-(w 2nt j- Stkjty\_ u„d"A_ Q 7�J LSA dollars. / 41. LUMP SUM Construct Discharge Chamber as specified for the lump sum Od price of ky\rkr . N� ' dollars. 6161 100 ' 42. 2 EA. Construct Catch Basin (Inlet type I, L=3.5') with local de- pression for the unit price 00 of Riy\f't ekiri by y-yCL-fa dollars per each. 1906 r � koo 43. 5 EA. Construct Catch Basin (Inlet type II, L=7.0') with local depression for the unit price DU of TW CA' - thV ree hya-, Ir 6� rl 6 I �J ' dollars per each. 14 1 - SCHEDULE OF WORK ITEMS ASSESSMENT DISTRICT 78-3 (ORTEGA PROPERTIES) tITEM APPROX . WORK ITEM WITH UNITS UNIT PRICES TOTAL NO. QUANTITY (PRICE WRITTEN IN WORDS) (IN FIGURES) AMOUNT 1 44. 8 EA. Construct Catch Basin (Inlet type II, L=10.0') with local ' depression for the unit price of j , t �� W dollars per eac ' 45. 2 EA. Construct Catch Basin (Inlet type II, L=14.0') with local depression for the unit price dollars per' Qtah� �unrl,^Q.l _ � Qjln `� SL dollars per eacW. 46. 4 EA . Cr,r=` gut atrh Basin (Inlet depression for the unit price ' of T/c�rl�� gra huncVP1 � �Cl U(k) dol:ars pe er` ach. 47. 3 EA. Construct R.C. P. Concrete ' Collar as specified for the CY/ unit price ofZwo hun Arne -r,F y 2 sr, -- MTO 7` dollars per each. ' 48. LUMP SUM Construct R.C . Outlet Struc- ture (72" R.C.P.) as specified ' for the lump sum price ofrsCUG�.- CX_ �,houSgecc�cl_��TQ,L dollars. 49. LUMP SUM Construct R.C. Outlet Struc- ture (57" R.C.P.) as specified �/� Od for the lump sum price of TPP, dollars. 50. LUMP SUM Construct R.C. Outlet Struc- ture (30" R.C.P. ) as specified 00 for the lump sum price of _ $ek)er\ L .c ,.r ,l dollars. Q©D QUp �_ 51. LUMP SUM Furnish and Inst-JI Riprap Transition (L=421) to San Juan Creek as specified for the lump sum price of 00 rA dollars. f 15 r ' SCHEDULE OF WORK ITEMS ASSESSMENT DISTRICT 78-3 (ORTEGA PROPERTIES) ITEM APPROX . WORK ITEM WITH UNITS UNIT PRICES TOTAL NO. QUANTITY (PRICE WRITTEN IN WORDS) (IN FIGURES) AMOUNT ' 52. 130 L. F. Furnish and Install Riprap Channel (non-grouted) as specified for the unit price QU ' of kwo dollars per linear foot. ' 53. LUMP SUM Construct R.C. Channel Transition (L=50') from riprap to R.C.B. channel as specified for the lump Oa ' sum price of y�;rt .� _ ;uL 2�MM��77 fN dollars. S boli, *54. 1,055 L.F. Construct 16' w x 8.5' h R.C.B. the anit price OO of (tiv� ncA_r(s� Slx ' dol ars per linear foot. L la I 41g3Na, *55. LUMP SUM Construct maintenance access Shaft for the lump sum price 60 ofS ii Fnt Sic ln\y�dred _24100 � 26vo W dollars. ' *56. LUMP SUM Construct R.C.B . transition to existing state R. C.B. as specified for the lump sum oU price of l utn - three rth.,u fx.`' � 3�dD — dollars. *57. 470 L.F. Furnish and Install 5' C.L. ' fence as specified for the 3Q unit price of Si;c Ctrl SoIDO 60 dollars dollars per linear foot. ' *58. 1 EA. Furnish and Install 5' C.L. fence gate (W= 4') as speci- fied for the unitpriceof 00 dollars per linear foot ' *59. 1 EA. Furnish and Install 5' G.L. fence gate (W= 12') as spec- ified for the unit price of dd /) / lol. a h,_�.nr)J`P. Sl KY' ,T a6 V bo dollars per linear foot. ' *NOTE TO BIDDERS: Alternate items see Alternate A Page 26. ' 16 ' SCHEDULE OF WORK ITEMS ASSESSMENT DISTRICT 78-3 ORTEGA PROPERTIES) ITEM APPROX . WORK ITEM WITH UNIT5 UNIT L NO. QUANTITY (PRICE WRITTEN IN WORDS) (IN FIGURES) AMOUNT ' 60. 2 EA. Furnish and Install C.S.P. ' Drop Inlet (type V) as spec- ified for the unit price of 0 TowLars p er(�p I "p--e eac"a`cO, 1240 — c!9 oa ' 61. 1, OOOL.F. Furnish and Install 6" V.C.P. for the unit price of ql dollars per i-T near 00LID fad I UoU. 62. 1 , 704 L.F. Furnish and Install 8" V.C.P. for the unit price of 00 loo ��y� dollars per linear 3136 loot. 63. 923 L. F. Furnish and install 10" V.C.P. for the unit price of 0 ' 'ince p U dollars per TL liear >oot� �� 64. 1,780 L.F. Furnish and Install 12" V.C.P. ' for the unit price of DG W � ,,"�,�ear .� y� dollars per � � �- linfoot- . ' 65. 1,256 L.F. Furnish and Install 15" V.C.P. for the unit price of Aja �p ' - dollars per in �) /3�I" ear oo 66. 1,668 L.F. Furnish and Install 18" V.C.P. for the unit price of OU �l1 �wC�y - dollars per _ line—ar oojt. Lf , ' 67. 1 EA. Furnish and Install 6" Stan- dard Clean-out for the unit Qv ' price of dollars 600 eN per each. doo. 68. 15 EA. Furnish and Install 48" Dia- meter Sewer Manholes for the Qa unit price of Orh.tkpk,Sn�n_.L 1600 dollars per each. 17 ' SCHEDULE OF WORK ITEMS ASSESSMENT DISTRICT 78-3 (ORTEGA PROPERTIES) ' ITEM APPROX . WORK ITEM WITH UNITS R ES TOTAL NO. QUANTITY (PRICE WRITTEN IN WORDS) (IN FIGURES) AMOUNT 69. 16 EA. Furnish and Install 60" Dia- meter Sewer Manholes for the unit price oeach. -0� /QQd dollars per each 33. �UO• 70. 35 L.F. Furnish and Install 8" V.C.P. Concrete Encasement for the Od unit price of'Lj�,ur� l_ S17c // � dollars per linear�o�— 3So 71. 33 L.F. Furnish and Install 10" V.C.P. 1 Concrete Encasement for the unit znrice of y r_l_ y�� Qu..,rs per Li ar foo4. � 11 � ). d� ' 72. 23 L.F. Furnish and Install 12" V.C.P. Concrete Encasement for the 00 unit price of 4?- ' dollars per linear f ot. 73, 14 L.F. Furnish and Install 15" V.C.P. Concrete Encasement for the (xj unit Price of - amu dollars per linear 74. 24 L.F. Furnish and Install 18" V.C.P. Concrete Encasement for the 00 unit price of , _ _ dollars per linear oot. �� ._ 75. 60 L.F. Furnish and Install 4" A.C.P. (Class 150) for the unit price I of / D00 �vn dollars per per linear foot. 1 76. 96 L.F. Furnish and Install 8" A .C. P. (Class 150) for the unit price 00 /5- 77. of _ dollars per in�uut. 5- 77. 3,414 L.F. Furnish and Install 12" A.C. P. (Class 150) for the unit price a ry of e Lf0000 rl )� dol amlwrpts per near ft. c1 to� 18 SCHEDULE OF WORK ITEMS ASSESSMENT DISTRICT 78-3 (ORTEGA PROPERTIES) ITrM APPROX . WORK 1TEM WITH UNITS UNIT PRICES TOTAL NO. QUANTITY (PRICE WRITTEN IN WORDS) (IN FIGURES) AMOUNT 78. 2,819 L.F. Furnish and Install 14" A.C.P. (Class 150) for the unit price Of SfA1'4A dollars per inear foot. 79. 20 L.F. Furnish and Install 8" D.I.P. (Class 52) for the unit price of ' dollars per near oot. ��D• 80. 680 L.F. Furnish and Install 12" D.I.P. (Class 52) for the unit price r of 00 C;_�s p �O — 3y,ax-i arer�linear foot. 81. 37 L.F. Furnish and Install Jacked 22" Steel Casing with 12" D.I. P. for the unit price op �� G 'ta AV dollars er Kinea'r v �/ foot. 303 /.- 82. 2 EA. Furnish and Install 8" Butter- fly Valve and Box for the unit 00 d price of e✓� )VircrtrL tafYY �J/1D _ �( e 01)dollars perer each. / 7 83. 11 EA. Furnish and Install 12" Butter- fly Valve and Box for the unit pU price of eOW �U. �—e^ 'y `l 6 _ 00 dollars per eac (J (O y p 84. 5 EA. Furnish and Install 14" Butter- fly Valve and Box for the unit DU rice of � J`t dollars per each. J p T— / O D L/co 85. 3 EA. Furnish and Install 4" Blowoff Assembl`p+, for the unit price of d& � \. Yid c\� /`('.L� 'f r ✓ {�� V "' , JO doYl'ars per each. 86. 1 EA. Furnish and Install 2" Air-Vac Assembly for the unit price of o&-/ .uac: 7S�) dollars per eac ' 19 1 SCHEDULE OF WORK ITEMS ASSESSMENT DISTRICT 78-3 (ORTEGA PROPERTIES) ITEM APPROX . K ITEM WITH UNITS UNIT PRICES TOTAL NO. QUANTITY (PRICE WRITTEN IN WORDS) (IN FIGURES) AMOUNT 87. 1 EA. Furnish and Install 4" Hot Tap and Assembly for the dG unit price of _ tKOLLSCn 1 i , v dollars per each. 88. 1 EA. Furnish and Install 10" Hot Tap and Assembly for the pU unit price of wrO tis dollars per each. 2000 a0- 89. 1 EA. Furnish and Install 14" Hot Tap and Assembly for the_ unit Price of twt✓�ty- SI K- [Jt/ doi,ars per each "' 90. 2,000 L.F. Furnish and Install 8" A .C.P. (Class 100) Irrigation Main for Dd the unit price of -�ip,1-1 -tQyN / �7 dollars per linear foot. l / — 3�. 91. 80 L.F. Furnish and Install 12" A.C.P. (Class 100) Irrigation Main for ' unit price of f2 n Ty- Pae 00l (7� dollars per linear foot. / � Q 92. LUMP SUM Furnish and Install 130' Deep Water Well w/16" Dia. Casing and abandonment of existing QU well for the lump sum price of `0 iw er t S x. t'hm(L, nv 011ars. �(i1 WU OJO 93. LUMP SUM Relocate existing well pump appurtenant piping and elec- trical system for the lump 00 SUM of SeLWJA-r00A 11 0J I 0 dollars. r z� 94. LUMP SUM Furnish and Install Pressure Reducing Station forthe lump sum price of tit hu hr�"J_ dollars. D Q /o, 804) 95. 2 EA. Furnish and Install Fire Hy- drant, 6-inch Butterfly valve, hot tap and 6-inch lateral for the unit price of hunr1r1A1 dollars. �(I 1 20 SCHEDULE OF WORK ITEMS ASSESSMENT DISTRICT 78-3 (ORTEGA PROPERTIES) ' ITEM APPROX . WORK ITEM WITH UNITS UNIT PRICES T TAL NO. QUANTITY (PRICE WRITTEN IN WORDS) (IN FIGURES) AMOUNT 96. 4 EA. Furnish and Install fire hy- drant, 6-inch butterfly valve, and 6-inch lateral for the unit 00 price of—,I') -fni.r- nunke L ^� Q �60()- dollars per each. oC 97. 3 EA . Excavate, provide and install Equipment Pad (31" x 46" x 4") (Standard Page 3414) with handhole (17" x 30" x 24") (Standard Page 3312) as detail- ed in SDG&E specifications with hackf 'l compaction complete : c: oil. price of r _ Qo_ Stkhu..d,r^t,+� 'r-kEi u per each. 96. 1 EA . Excavate, provide and in- stall Equipment Pad (38" x 32" x 4") as detailed in SDG&E specifications com- plete in place for the unit price of Fky( hu�dre l 00 OU per each, ,7 U0. sbc) 99. 8,630 L.F. Provide and install 1-3" DB ' electric conduit with pullrope complete in place for the unit price of or\,L Gu'A per linear foot. / 100, 650 L. F. Provide and Install 4" DB electric conduit with pullrope complete in place for the unit price of `wo per linear foot. 101. 2,825 L.F. Provide and Install 2-5" EB electric conduit with pullrope complete in palce for the unit ' price of S{V{yam Per linear foot. ._,. _ ' 102. 225 L. F. Provide and Install 3-5" EB T� electric conduit with pullrope complete in place for the unit ' price of j , x W per linear foot. 21 1 SCHEDULE OF WORK ITEMS ASSESSMENT DISTRICT 78-3 (ORTEGA PROPERTIES) ITEM APPROX . WORK ITEM WITH UNITS UNIT PRICES TOTAL NO. (QUANTITY (PRICE WRITTEN IN WORDS) (IN FIGURES) AMOUNT 103. 80 L.F. Provide and install 4-5" EB electric conduit with pullrope complete in place for the unit price of -Ch�( �r._ Ou ytp per linear oot. I . ' l mo. 104. 1 EA. Construct 35' long Retaining Wall with end walls per SDG&E specifications, (Standard Page 3452) complete in place with , backfill and compaction for the unit price of F.Ft4 C C 0 Ou per each. 5y6o. 105. 17,520 L.F. Provide and Install 4" tele- phone conduit with pullrope complete in place for the unit price oiLars foot. per linear foott.. t0/100. Comb 106. 13 EA . Excavate, provide and in- stall telephone vault (8'-6" x 4'-6" x 6') as detailed in PT & T specifications with rack- ing, backfill and compaction complete in place for the unit OL price of �?"r i_'; ul�S,aEo�-' tu" 0- / i2, !JU per each. d•.otlu4 rS 107. 3,070 L.F. Construct Main Trench for SDG&E direct buried 69Kv cable with backfill and com- paction complete in place for c . o duU�rs the unit price of per linear foot. cex�2s _ 6 y 108 7,200 L.F. Construct Joint Main Trench (electric, telephone, & T. V.) with backfill and compaction complete in place for the unit price of — per linear oot. tees _ l� 1 22 SCHEDULE OF WORK ITEMS ASSESSMENT DISTRICT 78 (ORTEGA PROPERTIES) ITEM APPROX . WORK ITEM WITH UNITS UNIT PRICES TOTAL NO. QUANTITY (PRICE WRITTEN IN WORDS) (IN FIGURES) AMOUNT 109. 2,125 L. F. Construct Main Trench (electric only) with backfill and compaction complete in place for the unit price of Plino dv aloot. ne.S a "'n V �fs uO O� — er ear Com_ 110. 3 EA . Excavate, provide and install handhole (36" x 72" x 48") as detailed in SDG&E specifications (Standard Page 3314) with back- fill and compaction complete in for the unit price of ku(nC - � �JU 1.r,, d.red iinll� rc per each. o 1 111. 8 EA. Excavate, provide and install handhoie (48" x 78" x 72") as detailed in SDG&E specifica- tions (Standard Page 3315) with backfill and compaction complete in place for the unit price of (l.`rt`nrcf rCt. V`^dx" - Op per each. a.. 6(7T_�/OO, 112. 310 L.F. Construct Main Trench (telephone only) with back- fill and compaction complete in place for the unit price of 'lwo du'kr uw.� Tw tt � �J 6 0 Oo per iTneaot. �a,��S 0 113. 4 EA . Excavate, provide and install Transformer pad (44" x 46" x 4") as detailed in SDG&E spec- ifications (Standard Page 3421) with backfill and compaction complete in place for the unit price of �I1laC Ku" rw,l {y Z_1 per each. C3o�korS ' 114. 1 EA . Excavate, provide and install Transformer pad (4'9" x 614" 1 x 6") as detailed in SDG&E specifications (Standard Page 3425) with backfill and compac- tion complete in place for the 1 unit price of NJ�V per each. OUkQkrS (J Q tfo ' 23 SCHEDULE OF WORK ITEMS ASSESSMENT DISTRICT 78-3 (ORTEGA PROPERTIES) ' ITEM APPROX . WORK ITEM WITH UNITS UNIT PRICES TOTAL NO. QUANTITY (PRICE WRITTEN IN WORDS) (IN FIGURES) AMOUNT 115. 13 EA . Excavate, provide and install Equipment pad (38" x 32" x 4") (Standard Page 3411) with handhole (17" x 30" x 1211) (Standard Page 3312) as detail- ed in SDG&E specifications with backfill and compaction complete in place for the unit price of SiX htwr�d� Ca . �;�rty per each. 116. 3 EA . Excavate, provide and install ' Equipment pad (42" x 49" x o' , ko:anaard Page 3412) with handhole (17" x 30" x 24") (Standard Page 3312) as de- tailed in SDG&E specifications with backfill and compaction complete in place for the unit price of .S �y0-0k /- per each.$ v en{,y c?-oUl4!'S 1 117. LUMP SUM Construct Bore complete in place across Ortega Highway as detailed in SDG&E speci- fications for 69Kv underground for the lump sum price of W -two hu^d*011ars. 118. LUMP SUM Construct Bore complete in place across Ortega Highway as detailed in SDG&E specifi- cations for 12Kv underground for the lump sum price of &b. iK� -��12 hw�dreA dollars. �(� S7�—' 119. LUMP SUM Construct Bore complete in place across Ortega Highway as detailed in PT&T speciii- cations for telephone under- ground for the lump sum price /f 100 j �? of �vcC�-rnp hi, jcadollars. '7 (00_ 0(7 120. LUMP SUM Furnish and Install landscaping for the lump sum price of 01, I HCl) S I G 1� RGL- dollars. ct7 24 SCHEDULE OF WORK ITEMS 1 ASSESSMENT DISTRICT 78-3 (ORTEGA PROPERTIES) 1 ITEM APPROX. WORK ITEM WITH UNITS UNIT PRICES TUTTr- NO. QUANTITY (PRICE WRITTEN IN WORDS) (IN FIGURES) AMOUNT 121. LUMP SUM Furnish and Install Irrigation for the lump sum price of TOTAL OTAL 'IhMfOMeII�2n Sif/lww�Liords /Cfg-tDi.!'tAdwt� WSAM� Figures ' ENTER HERE AND ON PAGE 6. / 25 ALTERNATE "A" SCHEDULE. OF WORK ITEMS (54 THROUGH 59) ASSESSMENT DISTRICT 78-3 (ORTEGA PROPERTIES) ' ITEM APPROX. WORK ITEM WITH UNITS UNIT PRICES TOTAL NO. QUANTITY (PRICE WRITTEN IN WORDS) (IN FIGURES) AMOUNT ' Alt. 54 134 L.F. Construct 16' w x 10.5' H R.C.B. as specifigd for the unit price of S'i3Ohu�� o 0 dollars per linear foot. Alt. 55 3 EA. Construct R.C. Channel Transition (L= 501, 50', 559 from riprap to R.C.B. chan- nel as specified for the unit price of :A;rhg�/Af"_I,Anu 9D o dollars per ea h. 33000. oa0, Alt. 56 773 L.F. Furnish and Install Rinrap as spec- ifiNd )=ort t price of wo a� doL'ars per linear toot. Alt. 57 2,340 L.F. Furnish and Install 5' C.L. fence as specified for unit price of AN, t forth a% dollars per linear foot. Alt. 58 4 EA. Furnish and Install 5' C.L. fence gate (W= 4') as speci- fUfgr thgkiipige of oO 60 dollars per each. (y ��. 6�• Alt. 59 4 EA. Furnish and Install 5' C.L. fence gate (W= 12') as spec- k i ed for tiied for th unit price of u, 5% f i 0 dollars per each. TOTAL ALTERNATE " ": To al of Items Alt. 54 through Alt. 59. 7/,•U/K, /rzj-c;e�u, ve �h.us one $3GS, IgI..-eq Words p�y (py� s��/�+s Figures ENTER HERE AND ON PAGE 6. 26 NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID STATE OF CALIFORNIA ) ss. County of Los Angeles ) John J. Clarke being first duly 1 sworn deposes and says that he is President of CLARKE CONTRACTING CORPORATION the party making the foregoing bid; that such bid is not made in the inter- est of or on behalf of any undisclosed person, partnership, company, association, organization, or corporation; that such bid is genuine and not collusive or sl.a..; t:.,:. »i_ b.0 icr !iab not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that any one shall refrain from bidding; that said bidder has not in any manner, directly or indirectly, sought by agreement, communication or ' conference with any one to fix the bid price of said bidder or of any other bidder, or to fix the bid price of or cost element of such bid price, or of that of any other bidder, or to secure an advantage against the public body awarding the contract of any one interested in the pro- posed contract; that all statements contained in such bid are true; and ' further, that said bidder has not directly or indirectly, submitted his bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid and will not pay any fee in connection therewith, to any corporation, partnership, company, as- sociation, organization, bid depository, or to any member or agent there- of, or to any other individual except to any person or persons as have 27 a partnership or other financial interest with said bidder in this general business. ON _ February 26 , 19 80 before me, the undersigned, a Notary Public in and for said State, personally appeared to be the person X whose name X. suhscriLed to the within Instrsment, and aCknJW— ledged to me that A he executed the same. 1 WITNESS my hand and official seal. d 'j -/ r ' My rotary ub is in and for said tate OFFICIAL SEAL WINIFRED F. BUTLER �t4+dy. NOTARY PU9LI!;-CALIFORNIA N I- ?- PRINCI'aL OFFICE IN -�ti�oF«�� LOS ANGc LES COUNTY My Commission Expires Dec. 30. 1983 28 ' DESIGNATION OF SUB-CONTRACTORS Submit with Proposal In compliance with the Provisions of Section 4100-4107 of the Government Code of the State of California as amended, the undersigned ' certifies that he has used the sub-bids of the following listed subcon- tractors 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 ;_-. . . 1. s'E �e' : t?,ruuch- 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. ��ZcYriCJ ier G, ) t 4441- i?�,d f3ws/mss spa s 5-, 100 vg. '6. 44— / Lona Bawd, �z13� 5l3 2-do xV J-asA/JSL. f&Lwa Arae. L'/�f�� 1-9 '79'' 2zi1� ( OnUr Q S><rkc C ` i"Adr,( -f- �1>iuEa� �� 97k' 212,Z QL e:4 4A K ras co Yt��iiTa'�n�`'43 �t -5100 CLARKEkaONTRFTTNG CORPORAMIDN ' R NAME A k D SIGNATURE John J. C1 rke, President 29 l Prig P324OO PASEO AOELANTO' 1 SAN JUAN CAPISTRANO,CALIFORNIA 92675 PHONE 493.1171 May 8 , 1980 Clarke Contracting Corporation 1934 Gladwick Street Compton, California 90220 Re: Award of Contract - Assessment District No . 78-3 (Ortega Properties) Gentlemen: At their meeting of May 7, 1980, the City Council awarded the construction contract for Assessment District No. 78-3 (Ortega Properties) to your company by the adoption of Resolution No. 80-5-7-3 . The award is in the amount of $3, 664 , 768 . 30. Enclosed are two contracts. Please complete both and return the "City Copy" with all required bonds and insurance back to this office. The contract documents are to be executed by your company within 15 days of this notice. I am enclosing Pages P-1 and P-2 of the bid document for your information. Please note the bonding and insurance provisions which must be met before the contract is effective. If I can be of any help to you, please do not hesitate to call my office. Thank you for your cooperation. Very, truly yours, �2 L 5e (MRS) MARX/ANN HANOVER, CMC City Clerk MAH/cj Enclosures ec : F. Mackenzie Brown Walt Hamilton Jon Pugh Director of Public Works P.S. The required bonds were received this date AGENDA ITEM May 7, 1980 TO: James S. Mocalis, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Resolution Awarding Construction Contract, Assessment District 78-3 (Ortega Properties) SITUATION Staff is requesting that the award of the contract for Assessment District 78-3 (Ortega Properties) be approved. The award is to be carried by means of a resolution in that the project is an assessment district. Clarke Contracting Corporation of Compton, California, is the low bidder and all matters pertaining to the award have been previously considered by the City Council; this action has been withheld until the end of the bond collection period which ended on April 21 , 1980. The contractor' s proposed construction schedule is available in the City Engineer' s office , and a copy will be on display at the City Council meeting of May 7th. It is intended to construct La Novia Avenue from Calle Arroyo to Ortega Highway prior to aban- doning Ganado Road, so this phase of construction shall occur first. FINANCIAL CONSIDERATIONS The bid is in the amount of $3 ,664 , 768. 30 . The financial impacts upon the City were reviewed in detail at the time the district was approved. ALTERNATE ACTIONS 1. Award the contract. 2. Do not award the contract. 3 . Reject the low bid and direct staff to readvertise the project. RECOMMENDATION By resolution, award the construction contract for Assessment District 78-3 (Ortega Properties) to Clarke Contracting Corporation of Compton, California in the amount of $3 ,664 , 768. 30. Respectfully submitted, FOR W. D. Murphy WDM:GML/rh n ''013 CITY COUNCIL AGENDA .1 RESOLUTION NO. 80-5-7-3 _ CONTRACT AWARD - ASSESSMENT DISTRICT N0. 78-3 RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, AWARDING CONTRACT FOR CONSTRUCTION IN A SPECIAL ASSESSMENT DISTRICT, j WHEREAS, this City did, on the 26TH day Of FEBRUARY, 1980 publicly open, examine and declare all sealed proposals or bids for doing the work and improvements described in Resolution of Inten- tion No. 80-1-23-14 , which Resolution and a "Report" subsequently approved by hte City Council are hereby expressly referred to for a description of said work and improvements, and for all particulars relative to the proceedings for works of improvement in a special assessment district known and designated as - ASSESSMENT DISTRICT NO. 78-3 [ORTEGA HIGHWAY] (hereinafter referred to as the "Assessment District") . 5 NOW, THEREFORE, IT IS HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO CALIFORNIA, AS FOLLOWS: SECTION 1. That the above recitals are all true and correct.. SECTION 2, That the City Council of said City hereby rejects , all of said proposals or bids except that herein mentioned, and does hereby award the construction contract for doing said work and making improve- ments in the Assessment District to the lowest responsible bidder, to-wit: CLARKE CONTRACTING CORPORATION at the prices named in the bid of said bidder on file in the Office of the City Clerk of said City. The Contractor shall execute the'contract within FIFTEEN ( 15) days after it has been noti- fied in writing to so execute the contract and com- mence construction. SECTION 3. That this award of contract is hereby conditioned upon and made subject to the receipt of monies from the sale of bonds. SECTION 4. That the works of improvement shall be constructed in the manner and form as set forth in the plans and specifications for these proceedings, and all as pre- viously approved by this City Council as a part of the "Report", all as required by law and specifically the "Municipal Improvement Act of 1913", being Divi- sion 12 of the Streets and Highways Code of the State of California. I i I i SECTION 5. That the Mayor and City Clerk are hereby autho- rized to execute the Agreement for the works of improvement relating to said Assessment District for and on behalf of said City, and a copy of said Agreement shall be on file in the Office of. . the City Clerk. i - APPROVED and ADOPTED this 7th day of May, 1980 j ,Y R / ITY F SAN JUAN CAPISTRANO STAT OF CALIFORNIA ATTEST: Y CLE CITY OF ZN JUAN CAPISTRANO STATE OF CALIFORNIA STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF SAN JUAN CAPISTRANO ) I, MARY ANN HANOVER, City Clerk of the CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, DO HEREBY CERTIFY that the foregoing Resolution, being Resolution No. 80-5-7-3 , was duly passed, approved and adopted by said City Council, approved and signed by the Mayor, and attested by the City Clerk, all at a regular meeting of said City Council held on the 7th day of May , 1980, and that the same was passed and adopted by the following vote, to-wit: AYES: Councilmen Friess, Schwartze, Thorpe li Buchheim and Mayor Hausdorfer NOES: None ABSENT: None Executed this 7th day of May 1980, at SAN JUAN l CAPISTRANO, California. Jam/ (SEAL) MARY ANN ANOVER, CITY CLERK CITY OF SAN JUAN CAPISTRANO, CALIFORNIA I I � CERTIFICATE OF POSTING NOTICE INVITING BIDS STATE OF CALIFORNIA COUNTY OF ORANGE CITY OF SAN JUAN CAPISTRANO MARY ANN HANOVER , the undersigned, under penalty of perjury, CERTIFIES as follows: That the undersigned is the duly qualified and acting City Clerk of the CITY OF SAN JUAN CAPISTRANO State of California. That the undersigned did, on the 6th day of February, 1980 post on or near the Council Chamber door, NOTICE INVITING BIDS ASSESSMENT DISTRICT NO. 78-3 [ORTEGA PROPERTIES] copies of which are attached hereto and made a part of this Certifi- cate; that said Notice remained continually posted for at least five (5) days after the date above mentioned. Executed this 6th day of February, 1980p at San Juan Ca ist;an California: rte_ CITY CLERK CITY O.^ SAN JUAN CAPTCmuAnin N O TIC .E INVI TING 13 I D S Public notice is hereby given that the City of San Juan Capis- trano will up to 2:00 p.m.on the26th day of Feb_, 1980, receive sealed proposals or bids for the Assessment District 78-3, in accordance with the approved plans and specifications on file in the office of the City Clerk of the City of San Juan Capistrano, City Hall, 32400 Paseo Adclanto, San Juan Capistrano, California. Bids will be received until the time hereinbefore stated at the San Juan Capistrano City Hall, 32400 Pasco Adclanto, 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 ton per- cent of the amount. The bid check, cashier's check or bidder's bond of the success- ful 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 21st, day of Feb. , at the City offices. The contractor shall have the opportunity for clarification or interpretation of any point or points of question within the plans and contract documents or specifications. It is the contractor's responsibility to be in attendance at this conference to receive any information disclosed during the proceedings, for the City shall not disseminate any records of the conference. Exclusive of written addendums and this pre-bid conference, the City shall not be 1 • 0 responsible for any instructions, explanation, or interpretation of the plans, specifications, and contract documents presented to the bidders in any manner. The successful bidder, simultaneously with the execution of the contract, will be required to furnish a Faithful Performance Bond and a Labor and Material. Bond equal in the amount of one-hundred per- cent (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 in- terests or needs of said City. A time limit of two hundred (200) calendar days has been set for the, completion of the work, from the date of execution of the contract. BIDDERS ARE HEREBY NOTIFIED THAT, pursuant to the Labor Code of the State of California, comes of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the office of the City Clerk and shall be made available to any interested party on request. Copies of Plans and Specifications are on file in the office of the City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California. Copies of the plans and specifications for use in preparing bids may be obtained at the office of the City Clerk, San Juan Capistrano, at the address shown above. One set of plans and specifications is available for each general contractor proposing to submit a bid for said work. A charge in the amount of $30.00, nonrefundable, is required for obtaining each set of plans and specifications. Plans and specifications will not be mailed. 2 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. WORKS OF IMPROVEMENT The works of improvements for the above referenced project con- sist of the following: Construction of Street, Sewer, Water, Storm Drain, Traffic Signal, Street Lighting, Irrigation Well, Landscaping and other public improvements including the improvement of Iiorno Creek Channel. PROCEED114 GS The works and improvements hereinafter mentioned will be con- ducted by the City of San Juan Capistrano, California, with the work to be conducted under the provisions of the "Municipal Improvement Act of 1913, " being Division 12 of the Streets and Highways Code of the State of California, with bonds to issue pursuant to the terms and pro- visions of the "Improvement Act of 1915," being Division 12 of said Code. PAYMENT Payments will be made in cash to the contractor in accordance with the provisions of the specifications and on itemized estimated duly certified and approved by the Superintendent of Streets submitted in accordance therewith, based on labor and materials incorporated into said wort: during the preceding month by the contractor. The first progress payment will not be made until after delivery of bonds and .receipt of monies therefor for said work. 3 ALTERNATE "A" Note that the bid proposal contains an Alternate A (bid item 54 through 59) which provides for an alternate improvement of Horno Creek Channel. Each bidder shall bid all work including Alterante A. DETERMINATION OF LOW BIDDER The City Council will award to the lowest responsible bidder. However, the city reserves the right to award either combination of Bid Item 54 through 59 or Bid Items Alternate 54 through Alternate 59 (Al- ternate A) . AWARD AND EXECUTION Any award of contract will be made subject to the receipt of monies and proceeds from issuance and sale of bonds. The contractor shall execute the contract within fifteen (15) days after he has been notified in writing to proceed, and shall com- mence construction within fifteen (15) days after contract execution, and shall complete all the work „nd improvements within two hundred (200) calendar days after execution. The City Council hereby reserves the right to reject any and all proposals, to waive any irregularity, and to award the contract to other than thelowest bidder. No bidder may withdraw his bid for a period of Ninety (90) days after the bid opening. This Notice is hereby given and published by order of the City 4 Council of the City of San Juan Capistrano, and is dated this 28th day of January, 1980 CITY CLERK CITY OF S JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA 5 i /fJJlrlI/ClLjG6 0 3Z 00 PASGO ADGLANTO 1 < 0 SAN JUAN 6APtSTRANO,CALIFORNIA 92675 -1171 a ;cc , June 10 , 1982 Clarke Construction Corporation P.O. Box 5664 Compton, California 90244 Re: Release of Sureties, Ortega Properties Assessment District 78-3 Gentlemen: At their meeting of May 18, 1982 , the City Council authorized the release of the following sureties deposited for lien claims in conjunction with Assessment District 78-3 , Ortega Properties : Bond No. 80 86 81 22 , from Federal Insurance Company, in the amount of $9 , 407 ; and, Bond No. 80 86 81 21, from Federal Insurance Company, in the amount of $32, 959 . 27. Enclosed for your files is a copy of pages 1 and 4 of the Minutes of the May 18th City Council meeting, and staff report which includes copies of the above-mentioned sureties and release of stop notices. Please ac not hesitate to call if you have any questions. Very trulyyours,yours, MARY ANNF�ANOVER, CMC City Clerk MAH/cdc Enclosures cc: Director of Public Works Federal Insurance Company John D. Cochran, Attorney for John Jezowski , Inc. Glenn T. Litwak, Attorney for South Orange Supply, Inc. LAW OFFICES ' RNEST R.BALDWIN S.GILL -1965) ERNEST GILL AND BALDWIN RECEIVED JOHN M.CARMACK SUITE IS20 HILTON CENTER LEROY M.GIBE J JOSEPH MALPASUTO 900 WILSHIRE BOULEVARD �l 144 PM 'e TELEPHONE TERRENCE H.COYNE LOS ANGELES, CALIFORNIA 90017 C13) 623-2336 SAMUEL D.HALE,JR. CV I O OF COUNSEL S �N 11 iiJJ March 22 , 1982 ; A;. Mr. George M. Lohnes, Jr. City Engineer City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Re: John Jezowski, Inc. v. Clarke Contracting Corporation; Orange County Superior Court case No. 366577 Dear Mr. Lohnes: Enclosed herewith you will find an original Release of Stop Notice executed by John D. Cochran on behalf of his client, John Jezowski, Inc. , plaintiff in the above referenced matter. I have also, for your records, enclosed a copy of a Dismissal with Prejudice in the referenced matter. Very tx y yours, �� JCM:mb JQ H C MALP U O Enclosures / cc: John D. Cochran (w/o encl) 1a r �n C✓<1 3.) LAW OFFICES DAIGNEAULT. ABEL 8 DAIGNEAULT RECF►Yf p - PHILIP DAIGNEAULT DEL AMO EXECUTIVE PLAZA TELEPHONE MARLENE ABEL 3838 CARSON STREET, SUITE 100 FEB I 03P �p�(213) 540-2515 TAYLOR DAIGNEAULT Uu GLENN LITWAK TORRANCE,CALIFORNIA 90503 CITY Or SAN JUAN January 29, 1982C.ApiS T Rah" Mary Ann Hanover City Clerk City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA. 92675 Reference: South Orange Supply vs. Jim Somers, etc. , et al. Dear Ms. Hanover: This office has been retained to prosecute on behalf of Plaintiff in the above-referenced matter. Enclosed herewith please find a copy of the Summons and First Amended Complaint along with a Notice and Acknowledgment of Receipt. In order to avoid unnecessary ekpenses in serving the summons and complaint you should sign and date the Acknowledgment of Receipt where indicated and return it to this office in the enclosed envelope. You should consult an attorney of your choice or your insurance carrier immediately and furnish them with the summons and complaint as you must file an appearance within thirty ( 30) days after service or suffer a default. Thank you for your anticipated cooperation. Very truly yours, DAIGNEAULTT,, ABEL & DA.IIGGNNEAULLT Glenn T. Litwak GTL/io Enclosures r L 10 NAM.T AND ADOReSS OF SENDER TELEPHONE NO. POR COURT USE ONLY DAIGNEAULT, ABEL & DAIGNEAULT (213) 540-2515 3838 Carson Street; Suite 100 Torrance, California 90503 MEWED Inrn name of court judicial district or branch court,If any.and Port Office and street Address Fce I 3 27 e" oC'pit SUPERIOR COURT OF CALIFORNIA, COUNTY,OF ORANGE r fnF 700 Civic Center Drive West CITY OF Santa Ana, California 92701 $AN JUAN PLAINTIFF tol AN SOUTH ORANGE SUPPLY, INC. , a California corporation OEPENOANT JIM SOMERS, doing business as S014ERS LANDSCAPE CO. , et al. Can Number NOTICE AND ACKNOWLEDGMENT OF RECEIPT 366778 Mary Ann Hanover, City Clerk, on behalf of THE CITY .OF SAN JUAN CAP ISTRANO (in>rri nam TO: — ------- manne--of- — — individual being sarYedl This summons and other document(s) indicated below are being served pursuant to Section 415.30 of the California Code of Civil Procedure. Your failure to complete this form and return it to me within 20 days may subject you (or the party on whose behalf you are being served) to liability for the payment of any expenses incurred in serving a summons on you in any other manner permitted by law. If you are being served on behalf of a corporation, unincorporated association (including a partnership), or other entity, this form must be signed by you in the name of such entity or by a person authorized to receive service of process on behalf of such entity. In all other cases, this form must be signed by you personally or by a person authorized by you to acknowledge receipt of summons. Section 415.30 provides that this summons and other document(s) are deemed served on the date you sign the Acknowledgment of Receipt below, if you return this form to me. Dated: January 28, 1982 �'. (signature of sender) ACKNOWLEDGMENT OF RECEIPT Glenn T. Litwak This acknowledges receipt of (To be completed by sender before mailing) 1. R c A copy of the summons and of the complaint. (First Amended) 2. ❑ A copy of the summons and of the Petition (Marriage) and : ❑ Blank Confidential Counseling Statement (Marriage) ❑ Order to Show Cause (Marriage) ❑ Blank Responsive Declaration ❑ Blank Financial Declaration ❑ Other (Specify) (To be completed by recipient) Date of receipt: ( Signature person acknowledging receipt.with title if acknowlirtigntent is made on behalf of another perapn) Mary Ann Hanover City Clerk Date this form is signed : ..�._-1 �� THE CITY OF SAN (JUAN CAPISTi FANO fi (Type or print your name and name of entity, if any.on whose behalf this form is signed) Form Aparoraa hY ine CCP 415.30 417.1 5 Judal.ICppn<.lof Caoton.'e NOTICE AND ACKNOWLEDGMENT OF RECEIPT C.I.Rale,p)Cdpr. Revnwd Ellacl�.e Lnuuy 1. 1975 Rule 1216 75N629R.8-77 —PS 479 RC031 NAME AND AC✓-ESE Or ATTORNEY TELEPHONE NO FOR COURT USE ONLY DAIGNEAULT, ABEL & DAIGNEAULT ( 213) 590-2515 3836 Carson Street; Suite 100 Torrance , California 90503 RECEWD ATTORNEY FOR(Name) Plaintiff Insert name of court.judicial district or branch Court.if any,and Post Office and Street Address. EO U3 SUPERIOR COURT OF CALIFORNIA, COUNTY OF ORANGE CITY OF 700 Civic Center Drive West SAN JUAN Santa Ana, California 92701t 'CAPISTnAaf3 PLAINTIFF SOUTH ORANGE SUPPLY, INC. , a California corporation, DEFENDANT.JIM SOMERS, doing business as SOMERS LANDSCAPE CO. ; THE CITY of GanT 1 JUAN CAPISTRANO, an incor orated munici alit • CITY OF FULLERTON, an incorporated municipality; FEDERAL INSURANCE COMPANY, a New Jersey Corpora- tion; CLARK CONTRACTING CORPORATION, a California corporation; THE AMERICAN INSURANCE COMPANY, a California corporation; SIVERI & RUIZ CONSTRUCTION, a General Partnership; INDUSTRIAL INDEMNITY COMPANY, a California corporation; land DOES through 15 , inclusive . SUMMONS ON FIRST AMENDED CASE NUMBER COMPLAINT 1 366778 NOTICE! You have been sued. The court may decide iAVISO! Listed ha lido demandado. EI tribunal puede against you without your being heard unless you respond decidir contra Ud. sin audiencia a menos que Ud. re- within 30 days. Read the information below. sponda dentro de 30 dias. Lea la informacibn que sigue. 11 you wish to seek the advice of an attorney in this Si Usted desea sollcitar el consejo de un abogado en matter, you should do so promptly so that your written este asunto, deberta hacerto inmedtatamente, de esta response, if any, may be filed on time. manera, su respuesta escrita, si hay alguna, puede ser registrada a tiempo. 1. TO THE DEFENDANT: A civil complaint has been filed by the plaintiff against you. If you wish to defend this lawsuit, you must, within 30 days after this summons is served on you, file with ;his court a written response to the complaint. Unless you do so, your default will be entered on application of the plaintiff, and this court may enter a judgment against you for the relief demanded in the complaint, which could result in garnishment of wages, taking of money or property or other relief requested in the complaint. JAN 2 5 1982 JENNY V. MORENO DATED: . . . . . . . LEE A, BRANCH . Clerk, By —_.--__— , Deputy 2. NOTICE TO THE PERSON SERVED: You are served. (SEAL) a. As an individual defendant. b. As the person sued under the fictitious name Of: . . . . . . C. =On behalf of. Under: _) CCP 416 10(Corporation) CCP 416 60 (Minor) CCP 416 20 (Defunct Corporation) CCP 416.70(Incompetent) CCP 416 40(Association or Partnership) CCP 416.90 (Individual) Other: d. = By personal delivery on (Date) A wrdten rtryPnse must be m the form. by the Ca'lo•r.-a Rules OI Court it must be filed m this Court ,In the P,C-e, r ey rte and proof G' ser..ce of A ccv, Ch ea_h , ato,,ii, and Gn Pach r a'f hn hti rev,ese•itc by an aaorhet The hme rinen a '_Vs C"t&d se•ved o• a f."/r•�r 11-'r ' ^d'^, Pn Ne n,0" I h'ser.•ce FC- ua—:'e see CCP<13 10 •••o,:;•+<it s0 Tr a wo•C w+P a _]e c•c es ac^P'a n, . ._ . . .. __ . . •A" ee'tcan: 1z..ees aces at•t•ea-1 I't s•;. a• •_._des tet r,"&I L F, , y_ c ? Isle...nse for Proof of ser.ice) SUMlMiONS 7ESEtESIRe:. 1gL. F03E1 C 41i I - (ME 13ELOW FOR FILING STAMP ONLY) '1 LAW OFFICES DAIGNEAULT. ABEL & DAIGNEAULT DEL AMO EILCUTIVL PL P. 383E CARSON S Imm SUM 100 a TORRANCLULLPH NC(2113)N540.2515 F I L E 1i 3 4 JAN 2 5 1982 5 Attomeys for Plaintiff LEE A. BRANCH, Cee1:04 Clerk 6 �y Deputy 7 8 SUPERIOR COURT OF CALIFORNIA, COUNTY OF ORANGE 9 10 SOUTH ORANGE SUPPLY, INC. , ) CASE NO. 366778 a California corporation, ) 11 ) FIRST AMENDED COMPLAINT FOR: Plaintiff, 1 12 ) 1. Breach of Written VS. )' Contract; 13 1 2. Breach of Oral Contract; JIld SOMERS, doing business as ) 3. Reasonable Value of Goodsl 14 SOMERS LANDSCAPE CO. ; CITY OF � ) Sold and Delivered; SAN JUAN CAPISTRANO, an incor- ) 4 . Account Stated; 15 _porated municipality; CITY OF ) 5. Open Book Account; FULLERTON, an incorporated ) 6. Release of Funds Held by 16 municipality; FEDERAL INSURANCE ) Stop Notice; COMPANY, a New Jersey Corpora- ) 7 . Negligent Dishonor of 17 tion; CLARK CONTRACTING CORPORA- ) Properly Served Ston TION, a California corporation; ) Notice; 18 THE AMERICAN INSURANCE COMPANY, ) S . Release of Funds Held by a California corporation; SIVERI ) Stop Notice; 19 6 RUIZ CONSTRUCTION, a General ) 9 . Negligent Dishonor of Partnership; INDUSTRIAL INDEMNITY ) Properly Served Stop 20 COMPANY, a California corporation; ) Notice; and DOES 1 through 15, inclusive, ) 10. Payment Bond; 211 ) 11 . Payment Bond; Defendants. ) 12. Release Bond; and 221 _ ) 13. Release Bond. 23I 24 ; GENERAL ALLEGATIONS i 25 ; 1 . Plaintiff, SOUTH ORANGE SUPPLY, INC. is, and at all times 26herein mentioned, was a corporation in good standing , duly 271, organized and existing, by virtue of and in accordance with the Pei! laws of the State of California . i 1 2 . Plaintiff is unaware of the true names and capacities of 2 Defendants sued herein under the fictitious names of DOE 1 through 3 15, inclusive, and therefore sues said Defendants by such ficti- 4 tious names. Plaintiff will amend this Complaint to allege their 5 true names and capacities when ascertained. 6 3. Defendant JIM SOMERS , doing business as SOMERS LANDSCAPE 7 CO. , hereinafter referred to as "SOMERS" , is and at all material g times has been a resident of the County of Orange, State of y California. 10 4 . Plaintiff is hereinafter referred ,to as "SOS" . Paragraphs 11 1 through 4 hereof are hereinafter referred to as the "General 12 Allegations" . 13 FIRST CAUSE OF ACTION FOR BREACH OF WRITTEN 14 CONTRACT. 15 5. SOS refers to and incorporates the General Allegations as 16 if they were fully set forth herein . 17 6. Within the four years last past, SOS and SO"IERS entered 18 into a series of written contracts to be performed in the County of 19 Orange, State of California. 20 7. Pursuant to the terms of said written contracts , SOS agree( 21 to sell certain landscape materials and supplys to SOMERS in Y 22 exchange for SOMERS ' agreement and promise to pay the purchase 23 price of said landscape materials . 24 8 . In accordance with said written contracts, SOS' sold said 5 landscape materials to SOMERS and has performed all acts required 26 by, and satisfied all conditions and covenants of , said written 27 contracts . 28 �. SOMERS has breached said written contracts in that SOSIERS I -2- I llihas failed and refused to pay the balance of the purchase price of 2 said landscape materials to wit: $18 , 186 . 25 . 3 10 . SOMERS has failed and refused to pay said balance due 4 without justification or legal excuse despite SOS ' s demand that j� 5 SOMERS pay same, all to SOS ' s general damage in the sum of 6 $18, 186. 25. 7 11. SOS has incurred, and will continue to incur, attorneys 8 fees and Court costs in the prosecution of this action to recover 9 money due pursuant to written contracts . SOS is entitled to recover] I 10 such fees and costs pursuant to said written contracts because they ! I 11 provide that the prevailing party to any litigation necessary to 12 enforce the contracts shall be entitled to be awarded attorney' s 13 fees and costs incurred in prosecution of said litigation. More- i 14 over, said contracts provide that interest on the unpaid balance 15 shall accrue at the rate of eighteen ( 18) percent per annum. 16 SECOND CAUSE OF ACTION FOR BREACH OF ORAL 17 CONTRACT. 18 12. In the event that the written contracts alleged in the t 19 first cause of action are unenforceable SOS alleges this second i 20 cause of action. 21 13. SOS refers to and incorporates the general allegations 22 as if they were fully set forth herein. 23 19'. Within the two years last cast, SOS and SOMERS entered 4 into an oral contract to be performed in the County of Orange, 25 State of California . 26 15. Pursuant to the terms of said oral contract SOS agreed /21 to sell certain landscape materials to SOMERS in exchange for i 28 SOMERS ' agreement and promise to pay the purchase price of said i -3- i 1 ( landscape materials. i 2 16. In accordance with said oral contract, SOS sold said I 3 landscape materials to SOMERS and has performed all acts required 4 by, and satisfied all conditions and covenants of, said oral 5 contract. 6 17. SOMERS has breached said oral contract . in that SOMERS I 7 has failed and refused to pay the balance of the .purchase price of rf 8 said landscape materials, to wit: $18, 186 . 25. 9 18. SOMERS has failed and refused to pay said balance due 10 without justification or legal excuse, despite SOS 's demand that 11 SOMERS pay same, all to SOS ' s general damage in the sum of 12 $18 , 186 . 25. 13 THIRD CAUSE OF ACTION FOR REASONABLE VALUE OF 14 GOODS SOLD AND DELIVERED. 15 19. SOS refers to and incorporates the general allegations as 16 if they were fully set forth herein. 17 20. Within the two years last past at Orange County, Cali- 18 £ornia, SOS sold and delivered to SOMERS , at SOMERS ' special re- 19 quest, certain goods of the reasonable value of $18, 186 . 25, for 20 which SOMERS agreed to pay SOS. 21 21. No part of said sum has been paid, although demand //-22 therefore has been made, and there is now due, owing and unpaid 23 from SOMERS to SOS on account hereof $18, 186 . 25. 24 FOURTH CAUSE OF ACTION FOR ACCOUNT STATED. 25 22. SOS refers to and incorporates the general .allegations 26 as if they were fully set forth herein . 27 23 . Within the four years last past at Orange County, 28 California, an _..account was stated, in writing, by and between SOS i -4- j I 1 and SOMERS, wherein and whereby it was agreed that SOMERS was i 2 indebted to SOS in the sum of $18 , 186 . 25 . j 3 24 . No part of said sum has been paid, although demand therefor has been made, and there is now due, owing and unpaid T 5 from SOMERS to SOS on account hereof $18, 186. 25 . 6 FIFTH CAUSE OF ACTION FOR OPEN BOOK ACCOUNT. 7 25. SOS refers to and incorporates the general allegations I 8 as if they were fully set forth herein. I 9 26. Within the four years last past at Orange County, ! 10 California, SOS furnished to SOMERS at his special instance and i I 11 request, upon an open book account, goods, wares, and merchandise 12 of the aggregate agreed and reasonable value of $18, 186 . 25 . 13 27. No part of said sum has been paid, although demand t 14 therefor has been made, and there is now due , owing and unpaid 15 from SOMERS to SOS on account hereof $18, 186 . 25 . 16 SIXTH CAUSE OF ACTION FOR RELEASE OF FUNDS 17 HELD PURSUANT TO STOP NOTICE. i 18 28 . SOS refers to and incorporates the general allegations 19 and the allegations of paragraphs 6 through 11, inclusive, as if I 20 they were fully set forth herein. 2222+++11 29. Defendant, THE CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as "CAPISTRANO" , is and at all times herein mentioned 23 was, an incorporated municipality located in the County of Orange, 24 State of California. 25 30. At all times herein mentioned, CAPISTRANO was and now -Z 26 is the reputed owner of that property commonly known as the Ortega t 27 Highway Improvements, at Ortega Highway and Rancho Viejo, San Juan 28 Capistrano, California, and herein sometimes called the "project A) 7-1,2 � � o� T/, 7� i 1 site" . 2 31 . Before the . filing of the Stop Notice alleged in this 3 cause of action, and not later than 20 days after Plaintiff first 4 furnished materials to the project site, SOS caused a preliminary i 5 20-day notice to be served on the contractor and CAPISTRANO. The 6 Notice stated with substantial accuracy a general description of 7 materials furnished and the name of the party to whom they were i 8 furnished. I 9 32. Pursuant to Sections 3103 and 3184 of the Civil Code , 10 SOS served a duly verified Stop Notice on CAPISTRANO by certified 11 mail for the labor, materials, services, and equipment furnished 12 as alleged above. A copy of this Notice is attached hereto as 13 Exhibit "A" and is incorporated herein by reference. {: 14 33. The Stop Notice was served on CAPISTRANO on or about - 15 September 23, 1981 , which was within the time period provided by , 16 Section 3184 of the Civil Code for filing such a Notice. F . - 17 34 . The period within which such Stop Notice must be filed 18 under Section 3184 of the Civil Code has not yet expired. 19 35. CAPISTRANO is joined as a party hereto, pursuant to I 20 Section 3210 of the Civil Code, as the holder of funds pending 21 release of those funds by the Court in this action. 22 SEVENTH CAUSE OF ACTION FOR NEGLIGENT DISHONOR 23 OF PROPERLY SERVED STOP NOTICE. 24 36. SOS refers to and incorporates the general allegations 25 and the allegations of paragraphs 6 through 11, inclusive, and 26 paragraphs 29 through 34 , inclusive, as if they were fully set 27 forth herein. 28 37. In the event that CAPISTRANO has not withheld funds -6- 1 sufficient to answer the SOS Stop Notice claim and to provide for 2 reasonable costs of litigation, SOS alleges this seventh cause of 3 action. i 4 38. Section 3186 of the Civil Code imposes a duty upon li 5 public entities to withhold certain monies upon their receipt of 6 Stop Notices served as provided in the Chapter of the Civil Code 7 commencing with Section 3179 . 8 39. _SOS is informed and believes that CAPISTRANO, at the i 9 time it received SOS' s Stop Notice, had sufficient resources in its i 10 possession to create the fund specified in Section 3186 of the 11 Civil Code. 12 40. SOS is informed and believes that CAPISTRANO has breached i 13 its duty to SOS by negligently disbursing excessive funds to t 14 CLARY, CONTRACTING CORPORATION and other unknown contractors and by 15 negligently not creating a Stop Notice withhold fund. 16 41 . As a proximate result of the negligence of CAPISTRANO in 17 disbursing funds, SOS has been deprived of a statutorily-created 18 source from which it may recover monies owed to it for goods sold 19 to SOMERS for use on the project site. The loss suffered by SOS 20 as a consequence of this deprivation is $7, 525. 79 . i 21 EIGHTH CAUSE OF ACTION FOR RELEASE OF FUNDS I 22 HELD BY STOP NOTICE. j 23 42. SOS refers to and incorporates the general allegations 24 and the allegations of paragraphs 6 through 11 , inclusive , as if 25 they were fully set forth herein. 26 43. Defendant, THE CITY OF FULLERTON, hereinafter referred 27 to as "FULLERTON" , is and at all times herein mentioned was, an 28 incorporated municipality located in the County of Orange , State of -7- I 1 California . i 2 44 . At all times herein mentioned, FULLERTON was and now is , 3 the reputed owner of that property commonly known as North East 4 corner of Harbor and Commonwealth, Fullerton, California, and herein 5 sometimes called the project site" . 6 45. Before the filing of the Stop Notice alleged in this 7 cause of action, and not later than 20 'days after. Plaintiff first 8 furnished materials to the project site, SOS caused a preliminary 9 20-day notice to be served on the contractor and FULLERTON. The 10 Notice stated with substantial accuracy a general description of I 11 materials furnished and the name of the party to whom they were 12 furnished. 13 46. Pursuant to Sections 3103 and 3184 of the Civil Code, I 14 SOS served a duly verified Stop Notice on FULLERTON by certified 15 mail for .the labor, materials, services, and equipment furnished 16 as alleged above. A copy of this Notice is attached hereto as 17 Exhibit "B" and is incorporated herein by reference. 18 47. The Stop Notice was served on FULLERTON on or about 19 August 6 , 1981, which was within the time period provided by Section i 20 3184 of the Civil Code for filing such a Notice. 21 48. The period within which such Stop Notices must be filed 22 under Section 3184 of the Civil Code has not yet expired. 23 49 . FULLERTON is joined as' a party hereto, pursuant to 24 Section 3210 of the Civil Code , as the holder of funds pending 25 release of those funds by the Court in this action . 26 NINTH CAUSE OF ACTION FOR NEGLIGENT DISHONOR 27 OF PROPERLY SERVED STOP NOTICE. 28 50. SOS refers to and incorporates the general allegations -8- 1 11 and the allegations of paragraph 6 through 11, inclusive , and 2i paragraphs 29 through 34 , inclusive, as if they were fully set 3 forth herein. I 4 51. In the event that FULLERTON has not withheld funds 5 sufficient to answer the SOS Stop Notice claim and to provide for 6 reasonable costs of litigation, SOS alleges this Ninth cause of I 7 action. g 52. Section 3186 of the Civil Code imposes a duty upon i 9 public entities to withhold certain monies upon their receipt of 10 Stop Notices served as provided in the Chapter of the Civil Code 11 commencing with Section 3179 . i 12 53. SOS is informed and believes that FULLERTON, at the time 13 it received SOS ' s Stop Notice, had sufficient resources in its ' 14 Possession to create the fund specified in Section 3186 of the 15 Civil Code. 16 54 . SOS is informed and believes that FULLERTON has breached 17 its duty to SOS by negligently disbursing excessive funds to 18 SIVERI & RUIZ CONSTRUCTION and other unknown contractors and by 19 negligently not creating a Stop Notice withhold- fund. i 20 55. As a proximate result of the negligence of FULLERTON in 21 disbursing funds SOS has been deprived of a statutorily-created 22 source from which it may recover monies owed to it for goods sold 23 to SOMERS. for use on the project site. The loss suffered by SOS 24 as a consequence of this deprivation is $8, 694 . 94 . 25 . TENTH CAUSE OF ACTION AGAINST FEDERAL 26 INSURANCE COMPANY, CLARK CONTRACTING 27 CORPORATION AND SOMERS (PAYMENT B0ND) . 28 56. SOS refers to and incorporates the general allegations., -9- i 1 the allegations of paragraphs 6 through 11 , inclusive, and 2 paragraphs 29 through 30, inclusive, as if they were fully set 3 forth herein. 4 57. That defendant CLARK CONTRACTING CORPORATION, was at 5 all times herein mentioned, and now is, a corporation organized and 6 existing under and by virtue of the laws of the State of California. 7 58 . That defendant FEDERAL INSURANCE COMPANY was at all times 8 in this complaint mentioned, and now is, a corporation duly 9 organized and existing under and by virtue of the laws of the State + i 10 of New Jersey, and authorized to transact business as surety upon I 11 bonds or undertakings in the State of California. 12 59. That before entering upon the construction and performance 13 of the work contracted to be done, and in accordance with the terms ; 14 of said contract, said defendant CLARK CONTRACTING CORPORATION, 15 a corporation, as principal, and defendant FEDERAL INSURANCE COMPANY, 16 a corporation , as surety, duly made, executed and filed with the 17 said defendant CITY OF SA14 JUAN CAPISTRANO, County of Orange, 18 California, a certain surety bond bearing the date of the 28th day i 19 of April , 1980, which said bond was made, issued and executed as 20 aforesaid in accordance with the provisions of Division III, Title 21 kV, Chapter 7, Sections 3247 to 3252 inclusive of the Civil Code 22 of the State of California, which bond so given and filed, 23 referring to said contract above mentioned, provides that if the 24 above bounden principal , contractor, person, company or corporation , 25 or his or its subcontractor, fails to pay for any materials, 26 provisions, provender, or other supplies, or teams used in, upon, 27 for or about the performance of the work contracted to be done, or 28 for any work or labor done thereon of any kind, then said surety -10- , i 1 ! will pay the sam in an amount not exceedilethe sum specified in 2 ! the bond, and will also pay in case suit is brought upon such bond 3 reasonable attorney ' s fee as shall be awarded by the Court to the 4 prevailing party in said suit, such attorney's fee to be taxed as 5 costs in said suit, and to be included in the judgment therein 6 rendered, as in said bond and in the above-mentioned statute 7 provided. i 8 That said bond was and is in the sum of $3, 664 , 768. 30 and 9 contains all stipulations and agreements required by said act to 10 be contained therein. 11 That said bond was duly filed with the Defendant THE CITY OF 12 SAN JUAN CAPISTRANO, County of Orange, and approved by the regularly, 13 constituted authorities thereof, 14 A true copy of said bond is hereto annexed, and is hereby 15 referred to and made a part of this complaint, and marked Exhibit 16 "C" . 17 60. That within ninety days from the date plaintiff furnished 18 the last of his labor (and/or) materials, and on or about the 25th 19 day of September, 1981 , the 90-day public works preliminary bond I 20 notice was given to the defendant CLARK CONTRACTING CORPORATION, 21 a corporation, in accordance with the provisions of. Sections 3252 22 and 3091 of the Civil Code of the State of California . I I 23 61. That although demand has been made therefor, defendant 24 FEDERAL INSURANCE COMPANY, a corporation, has failed, neglected and 25 refused to pay, under and pursuant to the terms and conditions of 26 said surety bond heretofore referred to as "Exhibit C" and herein- 27 before fully .alleged and mentioned, the amount so due plaintiff for 28 said labor and materials so furnished, to wit, the sum of $7, 525 . 79 . -11- i I li ELEVENTH CAUSE OF ACTION AGAINSTWE AMERICAN • I 2 INSURANCE COMPANY, SIVERI & RUIZ CONSTRUCTION 3 AND S014ERS (PAYMENT BOND) . 4 62. SOS refers, to and incorporates the general allegations, 5 the allegations of paragraphs 6 through 11, inclusive and paragraphs 6 43 through 49, inclusive, as if they were fully set forth herein. 7 63. That defendant SIVERI & RUIZ CONSTRUCTION was at all times 1 . 8 herein mentioned, a corporation, under and by virtue of the laws 1 9 of the State of California, sued herein under the name it has 10 assumed, doing business as a General Contractor with its principal 11 office in Garden Grove, Orange County, California. 12 64 . That defendant THE AMERICAN INSURANCE COMPANY was at all 13 times in this complaint mentioned, and now is, a corporation duly i 14 organized and existing under and by virtue of the laws of the State 15 of California , and authorized to transact business as surety upon 16 bonds or undertakings in the State of California . 17 65. That before entering upon the construction and performance I 18 of the work contracted to be done thereunder, and in accordance i 19 with the terms of said contract, said defendant SIVERI & RUIZ 20 CONSTRUCTION , a corporation, as principal , and defendant THE 21 AMERICAN INSURANCE COMPANY, a corporation, as surety, duly made, 22 executed and filed with the said defendant CITY OF FULLERTON, 23 County of Orange, California, a certain surety bond bearing the 24 date of the 8th day of July, 1980, which said bond was made, issued 25 and executed as aforesaid in accordance with the provisions of 26 Division III , Title XV, Chapter 7, Sections 3247 to 3252 inclusive 27 of the Civil Code of the State of California , which said bond so 281 given and filed, referring to said contract above mentioned, -12- i i i 1 provides that if the above bounden ,princal, contractor, person, 2 company or corporation, or his or its subcontractor, fails to pay 3 for any materials, provisions, provender, or other supplies, or 4 teams used in, upon, for or about the performance of - the work 5 contracted to be done, or for any work or labor done thereon of 6 any kind, then said surety will pay the same in an amount not 7 exceeding the sum specified in the bond , and will also pay in 8 case suit is brought upon such bond such reasonable attorney 's fee 9 as shall be awarded by the Court to the prevailing party in said 10 suit, such attorney' s fee to be taxed as costs in said suit, and 11 to be included in the judgment therein rendered, as• in said bond 12 and in the above-mentioned statute provided. 13 That said bond was and is in the sum of $1, 923, 969 . 70 and 14 contains all the stipulations and agreements required by said act 15 to be contained therein. 16 That said bond was duly filed with the defendant THE CITY 17 OF FULLERTON, County of Orange, and approved by the regularly 18 constituted 'authorities thereof. 19 A true copy of said bond is hereto annexed and is hereby 20 referred to and made a part of this complaint, and marked Exhibit 21 "D" . 22 66. That within ninety days from the date plaintiff furnished 23 the last of his labor and materials , and on or about the 10th day 24 of August, 1981, the 90-day public works preliminary bond notice wa 25 given to the defendant SIVERI & RUIZ CONSTRUCTION, a general 26 partnership, in accordance with the provisions of Sections 3252 and 27 3091 of the Civil Code of the State of California . 28 67 . That although demand has been made therefor, defendant -13- i . i r 1 THE AMERICAN INSURANCE COMPANY, a corporjeon, has failed, neglecter 2 and refused to pay, under and pursuant to the terms and conditions 3 of said surety bond heretofore referred to as. Exhibit "D" , and 4 hereinbefore fully alleged and mentioned, the amount so due plaintif 5 for said labor and materials so furnished, to wit, the sum of 6 $8, 694 . 94 . 7 TWELFTH CAUSE OF ACTION AGAINST DEFENDANTS 8 SIVERI & RUIZ CONSTRUCTION AND INDUSTRIAL 9 I14DEMNITY COMPANY (RELEASE BOND) . 10 68. SOS refers to and incorporates the general allegations 11 and the allegations of paragraphs 6 through 11, inclusive, and 12 43 through 49 , inclusive, as if they were fully set forth herein. 13 69 . At all times mentioned, defendant, INDUSTRIAL INDEMNITY 14 COMPANY, has been and now is a corporation duly organized and 15 existing under and by virtue of the laws of the State of California 16 and is authorized to do business and is doing business in the State 17 of California. 18 70. That subsequent to the filing of the complaint in the 19 above-captioned matter, and upon the receipt of waitten correspond- 20 ence dated December 1, 1981, from counsel for the defendant THE 21 CITY OF FULLERTON, the plaintiff ascertained for .the first time 22 that a release bond pursuant to California Civil Code Section 3196 23 had been filed . Attached hereto and marked as Exhibit "E" and 24 incorporated herein by reference is a true and correct copy of the 25 "Bond to Release Money Withheld on Stop Notice" furnished to 26 plaintiff herein by counsel for the CITY OF FULLERTON. 27 71 . That in the event that Exhibit "E" attached hereto 28 should be determined to be a proper bond pursuant to California -14- i i 1 'Civil Code Section 3196 , plaintiff is entitled to judgment on its 2 action for Release of Funds Held by Stop Notice against the 3 defendants, SIVERI & RUIZ CONSTRUCTION, as principal, and 4 INDUSTRIAL INDEMNITY COMPANY, as surety, on Exhibit "E" attached 5 hereto. 6 THIRTEENTH CAUSE OF ACTION AGAINST 7 DEFENDANTS CLARK CONTRACTING CORPORATION 8 AND FEDERAL INSURANCE C014PANY (RELEASE 9 BOND) . 10 72. SOS refers to and incorporates the general allegations 11 and the allegations of paragraphs 6 through 11, inclusive , and 12 29 through 35, inclusive, as if they were fully set forth herein. 13 73 . At all times herein mentioned, defendant FEDERAL 14 INSURANCE CO14PANY has been and now is a corporation duly organized 15 and existing under and by virtue of the laws of the State of New 16 Jersey, and is authorized to do business and is doing business in 17 the State of California . 18 74 . That subsequent to the filing of the complaint in the 19 above-captioned matter, and upon the receipt of written correspond- 20 ence dated December 4 , 1981 from defendant THE CITY OF SAN JUAN 21 CAPISTRANO, the plaintiff ascertained for the first time that a 22 release bond pursuant to California Civil Code Section 3196 had 23 been filed. Attached hereto and marked as Exhibit "F" and 24 incorporated herein by reference is a true and correct copy of 25 the "Bond to Release Money Withheld On Stop Notice - PubliC Work" 26 furnished to the plaintiff herein by THE CITY OF SAN JUAN CAPI.STRAN 27 That in the event that Exhibit "F." attached hereto should be 28 determined to be a proper bond pursuant to California Civil Code -15- j 1 Section 3196, p•ntiff is entitled to juqpment on its action for 2 Release of Funds Held By Stop Notice against the Defendants CLARK 3 CONTRACTING CORPORATION, as principal, and FEDERAL INSURANCE 4 COI3PANY, as surety, on Exhibit "F" attached hereto. 5 WHEREFORE, plaintiff prays for judgment against defendants, 6 and each of them, as follows: 7 ON FIRST, SECOND, THIRD, FOURTH AND FIFTH CAUSES 8 OF ACTION AS TO SOMERS. 9 1. For the principal sum of $.18, 186 . 25; 10 2 . For interest on said sum at the rate of eighteen ( 18) 11 percent per annum from September 28, 1981 to the date 12 of payment of the principal sum; i 13 3. For reasonable attorney' s fees; 14 9 . For costs of suit incurred; 15 ON SIXTH CAUSE OF ACTION: 16 5. That the funds being withheld by the CITY OF SAN JUAN 17 CAPISTRANO, totalling $7, 525. 79, be ordered released 18 to SOUTH ORANGE SUPPLY, INC. ; 19 6. That funds being withheld by the CITY OF- SAN JUAN 20 CAPISTRANO in an amount sufficient to pay the f 21 reasonable attorney' s fees incurred in bringing 22 this suit be ordered released to the law firm of .23 Daigneault, Abel & Daigneault; 24 ON THE SEVENTH CAUSE OF ACTION AS TO THE CITY OF 25 SAN JUAN CAPISTRANO: 26 7. For the principal sum of $7, 525 . 79 ; 27 8 . For interest on said sum at the rate of eighteen (18) 28 percent per annum from September 28, 1981 to the date -16- i 11 of payment of the principal sum; • i 2 9 . For reasonable attorney ' s fees ; 3 10. For costs of suit incurred; 4 ON THE EIGHTH CAUSE OF ACTION AS TO THE CITY OF 5 FULLERTON: I 6 11 . That the funds being withheld by THE CITY OF FULLERTON, 7 totalling $8, 694 . 94 , be ordered released to SOUTH 8 ORANGE SUPPLY, INC. ; 9 12. That funds being withheld by the CITY OF FULLERTON in 10 an amount sufficient to pay the reasonable attorney 's 11 fees incurred in bringing this suit be ordered released 12 to the law firm of Daigneault, Abel & Daigneault; 13 ON THE NINTH CAUSE OF ACTION AS TO THE CITY OF 14 FULLERTON: 15 13. For the principal sum of $8 , 694 . 94 ; 16 14 . For interest on said sum at the rate of eighteen percent 17 ( 180) per annum from September 28, 1981 to the date 18 of payment of the principal sum; 19 15. For reasonable attorney ' s fees; 20 16. For costs of suit incurred; i 21 ON THE TENTH CAUSE OF ACTION AS TO FEDERAL INSURANCE 22 COMPANY, CLARK CONTRACTING CORPORATION AND SOMERS : I 23 17 . For the principal sum of $7, 525 . 79; 24 18. For interest on said sum at the rate of eighteen percent 25 (188) per annum from September 28, . 1981 to the date 26 of payment of the principal sum; 27 19 . For reasonable attorney ' s fees ; 28 20. For costs of suit incurred; -17- 1 21 . For judgment decreeing any money withheld by Defendant i 2I CIT$ OF SAN JUAN CAPISTRANO, under and pursuant to 3 the verified statement and claim and notice herein 4 mentioned, be paid to plaintiff, and be applied in 5 payment and satisfaction of this judgment; 6 ON THE ELEVENTH CAUSE OF ACTION AS TO THE A14ERICA-N 7 INSURANCE COMPANY, SIVERI & RUI2 CONSTRUCTION AND 8 SOMERS: 9 22. For the principal sum of $8 , 694 . 94 ; 10 23. For interest on said sum at the- rate of eighteen percent 11 (188) per annum from September 28, 1981 to the 12 date of payment of the principal sum; 13 24 . For reasonable attorney ' s fees ; 14 25 . For costs of suit incurred; 15 26 . For judgment decreeing any monies withheld by 16 Defendant THE CITY OF FULLERTON, under and 17 pursuant to the verified statement and claim and 18 notice herein mentioned,. be paid to plaintiff, 19 and be applied in payment and satisfaction of this 20 judgment; 21 ON THE TWELFTH CAUSE OF ACTION AS TO SIVERI & RUI2 22 CONSTRUCTION AND INDUSTRIAL INDEMNITY COMPANY: 23 .27. For the principal sum of $8, 694 . 94; 24 28 . For interest on said sum at the rate of eighteen percent 25 ( 188) per annum from September 28, 1981 to the date 26 of payment of the principal sum; 27 29 . For reasonable attorney ' s fees ; 28 30 . For costs of suit incurred herein on the release -1 8- I 1 bond attached hereto as Exhibit "E" ; 2 ON THE THIRTEENTH CAUSE OF ACTION AS TO CLARK I 3 CONTRACTING CORPORATION AND FEDERAL INSURANCE 4 COMPANY: 5 31. For the principal sum of $7, 525. 79; 6 32 . For interest on said sum at the rate of eighteen percent 7 (188) per annum from September 28 , 1981 to the date 8 of payment of the principal sum,- 9 um;9 33. For reasonable attorney ' s fees; 10 34 . For costs of suit incurred herein- on the release bond 11 attached hereto as Exhibit "F" ; 12 ON ALL CAUSES OF ACTION: i 13 35. For such other and further relief as the Court may 14 deem just and proper. 15 Dated: January 19, 1982 . 16 DAIGNEAULT, ABEL & DAIGNEAULT 17 18 BY: Glenn T. Litwak, ttorneys for 19 Plai iff. I 20 21 22 I 23 24 25 26 27 28 -19- i City 0- ` 7 C-_ - _ano : . i� • C1---- Aarn; X2400 Pa-_eo z•CB 1a;" :O , S=_n. Uan CcD1c_ O, Ca . /Z: en b_,dy or Lender) (If public Job - file with office of controLlcr,auditor,or other public dsbus:ne officer whose duty it is to m0l:e px)-,ents under provisions of the contract.) _ (If private Job - file µith responsible offictr or person at office or branch of construction lender adm!nsterirz the construction funds.) - Prime Contractor: Clarke Contract , Inc. Sub Contractor (If Any) Somer ' s Landscape Cr..-nerorPublic Body' Citv of San Juan Capistrano Improvement known as Cirteca Hu,-,r Imorovements (RG(.•Z;Cr.,�C�.:/CJ OJp:v..'eet of wVr). OJiL:�.ro:L•ctq(J Orteca Hwy. 5: Rancho Vieio San Juan Caaistrano,• Ca inthe City of San Juan Capistrano , Countyof Orance State of California. South Orange Supply, Inc. daimant,a Corporation JCreim:ntJ - jCorporcricn;fcr,n ctsipJSole P mprit,o thVp) fu.:ushed certain labor,service, equipment or matceJs used in the above described work of improvement. The name of the person or company by whom claimant was employed or to whom clzimant furnished labor, xnl e, equipment or materials is Somer ' s Landscane - /.'tame of Suhmrreactor/Comrnur/Or.arnBarl3ctJ - - Tne 1=nd of labor,service, equipment or materials furnished or agreed to be furnished by cLimant was (Dtrrribe in detail/ Total value of labor, scnice,equipment or lnateriah acrerd to be furnished . . . . . . . . . . S "7 �ry Total xOuc of),bar, service, equipment or materials actuzlll furn shed is . . . . . . . . . . S 27 • 093 . 50 Credit fur materials returned,if any . . . . . . . . . . . . . . . . . . . . . . . . . , e C� 7— Amount paid on account,if any . . . . . . . . . . . . . . . . . . . . . . . . . . • c 19 . 567 . 71 Amount due after deducting all just credits and offsets . . . . . . . . . . . . . . . . . . S 7 • 525 . 79 YOU ARE HERESY NOTIFIED to withhold sufftcirnt monies held by you on the above discriued project to s.31isfy claimant's demand in the amount of S 7 , 525 . 79 , a%*pruvided in S.:ct!ons 3156 th_ru 3214 of tl.e Civil Code, and in addition thereto sums sufficient to cover inkiest, coup costs and rrasorable tests of liti__tton,as provided by law. A bond 15 not fish:not/ attached. (Bond required on private jobs - not on public jobs.) : -. - - Mte 5—f—mh— 21 1 9A , Dame of Claimant r)11 r-�yrZnc ,Srrnnl ! 77n_n Credit 1•.anacer_ �'r.!�.n thin for 1.L,c:c?.iy ur t'r.?n:r!iun lw Cu;<:.tb. 5y1r C..:err clip it Ali (i?'CG111 Li.`8A C(JIT iY OF ) ss. C Ci' i'i OF C5. U7ICLTO _ Cy : eTlc rtc;n 304 W. C, . nr.-:: cal `. t. . Fullerton, Ca 92E32 (>ublic body or lender) (If Publi; lob — file with office of controller, auditor,or other public disbursing officer whose duty it is to make payments under provisions of the contract.) (If private lob — file with responsible officer or person at office or branch of construction lender cdminsterirm the construction ivads.) prime Contractor: Silvery & Ruiz Construction Sub Contractor (If Any) Sn-i_+r Ls LandscaDe Ow•nerorPublic Body: City of Fullerton linpiovnnentknown as Nnrth East corder of Harbor & Commonwealth /r�ru cry!cddreu of i:rg4n or wotA of ir.7ro r<nent/ in the City of Fu l ? PTt c)n , County of Orange State of California. C( nrh Oranne Sunnly . Inc. „ claimant,a Corporation fCL-irant/ fCot�,•ar(on/Fanuc-c4:j,,rS;lr 3Sot•+ri:r n lcpJ furnished certain labor,service, equipment or materials used in the above described'work of impiorc-ent. The name of the person or company by whom claimant was employed or to whom eLL•nerrt fu:niihed L-1,or, srnice, equipment or materials is Somers LanCscape 1XIMe of Scbronrma0'/C0rrMMar10k-nV Brildo) 71:r l.md oflahor, srnice, equipment or materials fwaished or acleed to be furnished by cleimanl wzs IrTi r„tint, !'iaiGl-] a] (Du:rihr in drmL/ Total vouc of labor,service,reuip;nent of rnate:ia!:.agreed to be furn;shed . . . . . . . . _ . S q . , —_ Total value of labor, s.n•icc, ruuip;nenl o; metcr.Ats acn:ally furnished is . . . . . . . . . . . 5 3 ' Credit fur materials re:urucd,if am . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5_---- S _---- Amount paid on account, if any . . . . . . . . . . . . . . . . . . . . . . . . . . . . S Amount due after drducting all just credits and offsets . . . . . . . . . . . . . . . . . . . . YOU ARE HEREBY NOTIFIED to withhold sufficient monies held by you on the ebuve d:scrif :d project to sa isfy claimant's dcn.and in the amount of S d • 694 - 9aas provided ir. S:cuuns 315E euL -11<of t-- CnilCode, and i6 addition thneto scans sufffcicnl In toter interest, court costs and reas;.:._`_L- r_.a of Ir,r, :::on, �a provided by law. , A bond-ISr'Lot attached. (Bond rcquirrd on private jobs — not on public job:.) p:hr nor/ j Date _ Atra,rst c, .»el Name of Cli mant SO t 1 OX-Lr!nr-r� Surn]/y, _I ne._ -- Iry ✓',/��------ Y<:16tarl..n 6., i�stn,:>Lip an YrrK nliev Ln ('u r.^avian $'.lr Cr..on.1..1 (<dbIY OF } SS 6C:tlVi Si It r- . t_ -!1:- . 4 j_ ..t_ J . 1 •- _ r . . Jruc:.tt - LnEinee PAYMENT BOLD KNOW OURVA 1N BxTHE)Sf PRESENTS: That c A t e Fu erton Redevelopment Agency, a public body, corporate and politic , by a minute order,lopme - -' of itsKepepass�tncy July 8, 1980 has accepted the bid of, and awarded a contract thereon to, Silveri L Ruiz Construction Company 11$81 Monarch Street Garden Grove, California 92641 hereinafter designated as the "Principal", who has executed certain documents constituting a written contract, for a public work whereby said Principal will do the work and furnish the materials in accordance with the said bid and contract as described in, and required by, said contract documents, which public work is herein generally referred to as Street and Alley Improvements, Fullerton Central Business District Improvement Program. and WHEREAS, by California Civil Code, Section 3247, the Principal isr re�q�uired, before entering B57th erffor an a of sairrli c ntract, to file a payment bond approved by':2=Eity Attorney with the esfcPn Ree e ofi�ontd �O spmeet the requirements of Section 3248 of said Civil Code. NOW, THEREFORE, we, Silveri L Ruiz Construction Company as Principal and THE AMERICAN INSURANCE CO'1PANY as Surety, hereby bind ourselves, our hei[sj execut%s administratorsS and successo6� jointl • and µ e,rion edevelopment Aciency, a �u rS� a�' severally, firmly by these presents to the .a ei aft Fc Iled the "Contracting Agency" in the penal sum of (100% of bid)- One pillion, nine hundred twenty-three thousand, nine hundred sixty-nine L 70/100 Dollars fS } (51 ,923 ,969. 70) lawful money.of the United States of America, together with such reasonable sum as may be equal to the reasonable value of any legal services rendered in any action tiled to enforce any of the provisions of this bond. THE CONDITION OF THIS OBLIGATION IS SUCH THAT if the said Principal, or any of his or its suheoniraciors, or the heirs, eztcuiors, adrr.:nisirators, sucr,•ssors, or assigns of any, all or either of them, shall fail to pay any of the poisons nzzrz,ed in Civil Code Section 310-1. ,with res;,eet to any v:ork or labor perfurrned by any such claire .int or any ar:,ount due under the Unemploy;; ent Insuri-ice Code, that _yid surety rnll pay for the same, but nol cm-c-cling a total ?mount ( qual io the sum hereinabove speeificd 'arid rc?wr.zble actor nay `ces in any ac;iun on tlw bond. zr'P1^) CITY CL L RK',r t.LPY It is hereby stipulo and agreed that the obligations clained in this bond shall inure to the benefit of any and all of the persons named in Section 31B1 of the Civil Code of the State of California, so as to give a right of action to sunh persons or their assigns in any suit brought upon this bond. Should the condition of this bond be fully performed• then this obligation shall become null and void; otherwise, it shall remain in full force and effect. Theundersigned agree that this bond is given pursuant to the provisions of Title 15 of the Civil Code of California commencing at Section 3082 and that the provisions of Sections 3225 and 3226 of said code are applicable to this bond and that the undersigned are bound by the provisions of said sections. IN WITNESS WHEREOF, this instrument has been duly executed in quadruple by the under- signed Principal and Surety as of the 18 day of jULy , 1980 , and it is agreed that each executed copy hereof shall be deemed to be an original for all purposes and that the said Principal and Surety have each received a copy of this bond and of the written contract.herein mentioned. SILVERI & RUIZ CONSTRUCTION COMPAf.'Y [� Principal By t ..,,_ n THE AMERICAN INSURANCE CO`1PANY Th_ fo-c��:r.;,e ,._..t_ - .=. nt is a full, true and correct cop o'r the ot;z:-zl on {:;c in f:-,s office. Surety Qcpu:y C;iy Clcr:c of the City of F_llcrton 8 - • THO*SAS H. TY REL JR. 19 !_ ATTORA'EY-IN-FACT S1All Of CALIFORNIA, ss. CL'_ri1Y C? _ - � - - - -- - ---`----_. .----_— - bElo•E PdS, Nj ir,d for s2iG S?21e, ;...:nn to r.e t'.:.r. 1Le._ to be the �. o:FICIAL SFAL i /. •;,'? r.7 E. RYAN M! to r: to to ff' _ -�.. ,r^.�:at. C1`.,.i�E� th`_ 1'..:f.L`I r.,!rl'6r V,� t,, . , �� ...:,:. , -.� , Cr✓ _ ._ � C. i.. �:',_._. .. _., re . _ [-._ 2t:•.n! _ C>•.'(IY to m R21 S._h CC' :'E'i`�1't,t,C:E� '1.`.= r..^iia I:..:rC-.CG .,. 16 I•.s t k,�,.C. I' �� Ly r<-n, t•,. e; D:C 29, IS31 r[,.::1i:-. 0 d, MO"E Of,ICE San Francisco , fa Bond No . YS842-9570 Premium $109 . 00 BOND TO RELEASE MONEY WITHHELD O,N STOP NOTICE KNOW ALL HIEN BY THESE PRESENTS, That we , SILVERI AND RUIZ CONSTRUCTION (hereinafter called principal ) , as Principal and INDUSTRIAL INDEMNITY camPANY, (hereinafter called surety ) , as Surety , are held and firmly b o u n d u n t o FULLERICN REDEI r''3AP1•>a:T AGENCY, A PUBLIC BODY a n d a n y authority or authorities , board or boards , officer or officers having control or distribution of money due , or to become due under the contract to which reference in hereinafter made , (hereinafter called obligee ) , in t h e sum of TEN THOUSAND EICqT HUNDRED SIXTY-EI= AND 68/100------------------- ------------------------------------($10,868.68) lawful money of the United States of America , for the payment of which sum well and truly to be made , the said Principal and Surety bind themselves , their heirs , exec- utors , administrators , successors and assigns , jointly and severally , firmly by these presents . THE CONDITION OF THE OBLIGATION 15 SUCH, that , Whereas , the said Princi - pal entered into a contract dated JULY 8, 1981 forSTTL-=T AFM ALLFY $y }�tr�ER7C)N CEti'IRAL BUSH ESS Cr IMPROVE?•IE,U PRM 7U,61; Whereas , a certain verified claim and notice to withhold has -been filed with the said Oblig against payment of monies due or to become due the said Principal in regard to the aforesaid contract by SOUTH ORANGE SUPPLY, INC. in the amount of $8,699.99 which claimant claims as due and owing as unpaid balance for labor and/or materials heretofore furnished to the principal and/or his subcontractors in tyle furtherance of the aforesaid contract for '�!v_•s:=. ST rr�a.='R OF !;_?377=:J_Q�__t-?:_:_':�.L�i3.— --- --- ---- -- ---- Rhereas , the said Principal disputes the correctness and validity of. said claim and notice to 'withhold so filed and desires that the funds now due the said principal under the provisions of the aforesaid contract shall be delivered to him notwithstanding said notice to wit !,hoId . .....:, t ! C• r ( fUrC , 1f t !.0 Pflhflpal st.cil fill \ C rCt , . (• L ;, It `CC lr rtln , c-IlLi sl _rly loss :,y .• Ca _ C:n of cr aris . r.g GUt of : !,(• arrc •,; ance cf tbis ! ^• r ar • !.c rc ! cz: tc' , of sai ? ' :.nivs or • ' nt may recover on said cl 0, together with the Cos of suit in said action , not exceeding the penal sum of this bond , then this obligation shall be void ; otherwise it shall remain and be in full force and effect . n This. bondj s made , executed and delivered under and in accordance with the provisions of Section 3196 of the Civil Code of the State of California In witness whereof , we have hereunto set our hands and seals this 67H day of AUGUST , 1981 SILVERI AND BIZ CCNSTRJCTIGN BY• 7V 7Z�2CJ INDUSTRIAL INDEMNITY COMPANY BY: — WILLIAM Y:WILLIAM R. FRI15 , ATTOiNIEY- IN-FACT _J a State of C AL I FMNIA ) On AUG 1531 before me, the undersigned, )}S.F. a Notary Public of said county and state, personally appeared- County of RI VERS IDE R. FR;IS known to me to be the Attorney-in-Fact of INDUSTFIA lND--I; NiTY COMPANY the Corporation that executed the within instrument, and known -: to me to be the person who executed the said instrument on - I behalf of the Corporation therein named, and acknowledged to '' {[ me that such Corporation executed the same. Nar.Aar u u S1A1L OF CAt IFORNIA, is. ON 19�� before me, 1he und- 'igned, z r�Y Ruiz in and for said State, personally 2-car: �lJ known to me to be 11 Prey' ni, and Ano::. to r.. to be theli Pi-Secretary ol_— oIT IC1AL SEAL _SRVERI d RUIZ COt,lSTRUCT1pN-CO. BARBARA RYAN the Coipblation that executed the within Instrument, known to me to be the persons is executed the within Instrument, on behalf of the Corporation herein named, and aci., ,,n:,.dEf iIOTARY R1Ea ICUIIFCnt71A n c n- �- PRINCIPAL DYFt-E IN - to me that such Corporation executed the wilhln Instrument pursuant to Its bylaws or .,... (,RANGE COUNTY resolution of its board of directors. u,y cpmm,ssmn E•p.,es Dec. 29. 1981 WITNESS my hand and official seal. I , v Notary Public in and lot said Slate. ACPAow11oC14Iwl—Carp., Pres. a Sm.1hpl4atts Farm 223—Rev,36A Ir -� CHUE . SON INC. • Manager 4=111JE3E3 90 John Sweet New York. N Y. 7007E FEDERAL INSURANCE CONIPANY • Bond No. 80 86 81 22 Premium $35.00 • Executed in duplicate • 'BOtID TO RELFJSE 1:011:7 UlT1CHELD Oli STOP UOTICE-PUBLIC LION 101017 All• 1211 BY TrfESE PPZSE1rrS, that we, Clarke Contra^ ;•;�L••••-r•r��:•--• of Ca=,tan ,California, hereinafter celled Principal, as Principal, and Fe era,1 Irsurance Ccr,7z-y a corporation organized and e:.istin; under. the lags of the Strte of \e: Jersey with principal place of business in Snort Hills, 147 Je_sey and authorized to transact business in the State of California, hereinafter called Surety, as Surety, are held and firmly bound unto City o� S=- Juan carr; and any authority, or authorities, board or • boards, officer or officers havfn,-, control or distribution of =ney due, or to become due under the contract, hereinafter called Obligee, in the. sum of _ Nine Thousa.•d Four Hu.-.are.9 Seven and 00/100 ---( 9 407.00 )Dollars lawful money of the united .`Mates of -' wer:ca, for the payaent o{w:h ich sum, well and truly to be made, the said Principal and Surety bind themselves, their heirs, executors, ed-in-strators, successors and assigns, joiutly end severally firstly by these presenia. • TilE CCI;DITIO•: OF "Gi I.-,OfC OBLICATIOV IS SUCH T1'LT, liii^JS the said ^rinciral was awarded end entered into a written contract, Late' on or about with the Obligee, for Project Assessment Dist-rict 78-3 and WHEREAS, a certain stop-notice hes been filed ag:inst peyrents vhith are due the i said Principal in connection with said contract, in the asaunt of (57,525.70) i Seven Thousand Five Ha•>'_ire9 T_,enty-Five e^•' 7o/lnn— ---- — Ilyt South Orange Supply, Inc. (Sayers Iardscape) • A17 11HEP.EAS, the said Principal disputes the correctness or validity or enforce- ability of the stop-notice so filed, and desires that the funds now: due him under the provisions of said contract shall i,e delivered to him notwithstanding raid •) - - atop-notice. IiOU. T1I'-T.EFG!M, if the above named principal shall pay any sum which the stop- notice elairant may recover on the claim together with his costs of suit in the -action, if he recovers therein, not e::eeding the penal sum of :his bond, then this obligation shall Le void, otherwise it shall be and re.:ain in full force and effect. This Bond is given and accepted under and in accordance Ath the provisions of Section 3196 of the Civil Code of the State of California.. Signed, sealed and dated this 9th day of t)7vc-Ser 19 P1. ClarCc7. r:,ctiry Ccry ration Pr:r,ti pal Fwdcroal 8yy Attorncy-i..--act 1wXt�•f• 1 - .a - -1F 1,31w! 1 W s-rATi_ OF CAL1ro1:N1A SS: ° .---..... ... ....................... ..COUNTY of Los ANGELES} . ' ry Public of said count On NovaT>ber .9-..--198 .1..-•--... ...............-.before me, the code:_igned.:- : otay Dougl Ar.._ i - -- ---- ------ ------- ------------ cared....... - .................. .. o a.^..1 bt8tc, (�2I :ona11}' aGl - 1,_ ":(;W:! t- 1-;•r;Y:u to me to be rile Atuvnc.•i;:-rac.:of the eor�:ra:'�� • t�;:ccated t3:�within inttruener_t, uu L.� .A•rite iicrsoil W110 csccut�J :he within instru:acuL of t:a:: corporetiun tlr.rcin nacncd, an .:c1:n:ari,:lgl:d to nte.that sunt cl•.i,uration executed the »:ue- � OFFICIAL SEAL ALMA A. VIELMA • Notary Public NOTARY POEL1C.CAV°ORNIA �d t••-'�'1 PRINCIPAL OFFICE IN - S�f"d m • e•�r-�:'r LO$ANCELES COJNTY t - �_ My Cmnmlss.on Eq. tiny 23. 1955 — — ---_ . �/ O A STATE OF CALIrORNIFL - • � ss LGS ��✓f�GE S 1 �/_4�_ 19 F� COUNTY OF ON -- before me, the undersigned, a Notary Public in and for said Stale, personally appEared '• -'"' �LQ1 1T T ('T,r1 R T known to me to be the - 01 the �--- t-ra�-Lip. ��'=�'"L•" —(1.};itel-C,ot, the CorpoiMion ha executed the n11 .In Instrument, tion, t to mem , the person w•et 3 -`Y OFFICIAL SEAL executed the within Instrument, on behalf of the Corporation therein named, and zcknowiedged to me trial such Corporation executed the same. WINIFRED F. CUTLER — +rT NOTARY PLJOLIC CALif ORNIA _ - �-' PRINCIPAL Of IICE IN ' -.4' . LOS ANCO[LES CCLINTY WITNESS my hand and official sea]. I yly Co,rtm- ss,on F.+o-r•.y 1)>c. 30 1983 T hcUry P,uhc in&--d Im )Lm SUte. AC••:w:ICiVIMI 2P.atl.in•-w PreII11P! L-I-1.• )M _• - �-- --•-_—•_ _ _ _ _ — ...-f+.-n_.�:- _.-'-w•�'%.S•-..4•'..'9F])4Tr .,TTS. ,.�-.L -�'3+ .IAIJRT'^,C. =R OWER OF Alii Orl Know all Glen by these Presents, That-the FEDERAL INSURANCE CONANY,- 100 William Street. New York,New York.a Nov. Jersey Corpdration,has constituted and appointed.and does hereby constitute and appoint John Z. Sc�=:dt, Richard Y. 'nosShopf, Sandra K. Fitt, Jacoueline Schroeder, Gerald W. F.oEskopf, Donald E. F.apn, Douglas A. Rapp and Richard C. Lloyd of San Gabriel, California---------------------------------------------------- each Its true and lawful Attorney-in-Fact to execute under such designation in its name and to affix its corporate seat to and deliver for and on its behalf as surety thereon or•otherwise,bonds of any of the following classes, to-wit: 1. Bonds and Undertakings (other than Fiduciary Bonds) filed in any suit, matter or proceeding in any Court, or filed with any Sheriff or f:aoatrate, for the doing or not doing of anything specified in such Bond or Undertaking. in which the penalty of the bond or undertaking does not exceed the sum of'wo Hundred Fatty Thousand Dollars (5250.000.00). 2. Surety Bonds to the United States of America or any agency thereof, including those reduned or permitted under the laws or regulations relating to Customs or Internal Revenue;License and Permit Bonds or other indemnity bonds under the laws, ordinances or regulations of any State, City, Town, Village, Board or other body or organization, public or Grivale; bonds to Transponation Companies. Lost Instrument bonds, Lease bonds, Workmen's Compensation bonds, Miscellaneous Surety bonds and bonds on behalf of Notaries Public, Sheriffs, Deputy Sheriffs and similar public offi- cials. 9. Bonds on behalf of contractors in connection with bids,proposals or contracts. In Witness Whereof, the said FEDERAL INSURANCE COMPANY has. pursuant to its By-Laws. caused these presents to be signed by its Assistant Vice-President and Assistant Secretary and its corporate seal to be hereto affixed this tat day of January 19 8o FEDERAL INSURANCE COMPANY By \aSVRA Nc�.� Ww• 1~ George McClellan LZ Assistant Vice-President Kafto hard D. O'Connor Assistant Secretary STATE OF NEW JERSEY ss: County of Essex . On this 1st day of January 19 80before me personally came Richard D. O'Connor, to me known and by me known to be Assistant Secretary of the FEDERAL INSURANCE COMPANY, the Corporation described in and which executed the foregoing Power of Attorney and the said Richard D. O'Connor being by me duly sworn, did depose and say that he is As- distant Secretary of the FEDERAL INSURANCE COMPANY and knows the corporate seat thereof; tear Ine seal affixed to the foregoing Power of Attorney is such corporate seal and was thereto atfrxed by authority of the By-Law's of said Com- pany and that he s,Cned Said Power of Attorney as Assistant Secretary of said Company by like authority:that he is acouamted with George MCCipi:an and knows him to be Assistant Vice-Fresident of said Company, and that Ine signature of said George McClellan subscribed to said Power of Attorney is in the genuine handwriting of said George McClellan and was thereto subscribed by authority of said By-Laws and in deponent's presence, Acknowledged and Shorn t0 before me A y on M&dare a:,Ove written ��1GI i DIDTAR - -1� I:u:ry PuLLc1� u r,..,..21 1C :7e 11 .r : 7e,1G.•...,I SHORT HILLS. N.J. as. County of Este) I.Ihe undersigned.Assistant Secretary of the FEDERAL INSURANCE COMPANY,do hereby certify that the following is a true excerpt from the By-Laws o1 the said Company as adopted by its Board of Directors on March 11, 1953 and amended May 27, 1971 and that this By-Law is in lull force and effect. `ARTICLE XVIII. Section 2. All bonds, undertakings. contracts and other instruments other than as above for and on behalf of the Company which it is authorized by law or 15 Charter to execute, may and shall be executed in the name and on behalf of the Company either by the Chairman or the VICe-Chairman or the Pres oerlt or a Vice-Presioeni.jointly with the Secretary or an Assts:ant Secreiarv. under their'resaective designa- tions.except that any one or more officers or attorneys-in-fact designated in any resolution of the Board Of Directors or the Executive Committee.or in any power of attorney executed as provided for in Section 3 below,may execute any such bond, undertaking or ccher obligation as provided in such resolution or Power o1 attorney. Section 3. All powers of attorney for and on behalf of the Company may and shall be executed In the - name and on behalf of the Company,either by the Chairman or the Vlce-Chairman or the Presioent or a Viee-Presideru or an Assls:anf Vlce-President,jointly with the Secretary or an Assistant Secretary,under their respective cesignabons And I further certify trial I have compared the foregoing copy of the POWER OF ATTORNEY with the original thereof and the same is a correct and true copy of the whole o1 said original Power of Attorney and that said Power of Attorney has not been revoked And I further certify that said FEDERAL INSURANCE COMPANY is duly licensed to transact fidelity and surety business in each of the Stales of the Untied Stales of America. Disvrcf of Columbia. Puerto Ricoand each of the Provinces of Canada with the exception of Prince Ec+ and Island, and is also culy licensed to become sole surety on bonds. under:akmyS etc.. permitted or reouired by law. Given under my hand and the seal of said Company at Short Hills. N.J.. this 9th day of NOVQTI}JEr . 19 81. Assistant Secretary - ,fin. LAW OFFICES JOHN D. COCHRAN P PROFE SSIONgL CORPORATION 890 TOWN AND COUNTRY ROAD JOHN D. COCHRAN ORANGE, CALIFORNIA 92668 VHS�R EA COnI 714 TELEPHONE 972-3098 January 7 , 1982 City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, California 92675 Attention: Mary Ann Hanover Re: Jezowski v. Clarke Construction Corporation Dear Ms . Hanover: Thank you for including my name on the copy of the letter to Clarke Construction. As of this date there is still owing to John Jezowski, Inc . the sum of $32 , 959 . 27 which sum insofar as the City is concerned is protected by a Stop Notice to the City. I will advise you when the same has been paid by Clarke so that the Stop Notice can be released. Very truly you N D. COCHRAN JDC: ss cc: John Jezowski, Inc . 7�0o Pws�b�Aoe{�Aral41 � � -� -SAN JIJ N PISTRANO CA L1F pNl 92675 rN .; � �l) F'C117 December 4, 1981 Mr. Glenn T. Litwak Law Offices of Daigneault, Abel & Daigneault 3838 Carson Street - Suite 100 Torrance, California 90503 Re: Assessment District 78-3 (Ortega Properties) Dear Mr. Litwak: Pursuant to your letter of November 5, enclosed is a copy of the Notice of Completion with regard to landscaping and irrigation for Assessment District 78-3 which has been completed by Clarke Construction Corporation. The original notice has been forwarded to the County of Orange for recording. If you need any further information, please let me know. Very .truly yours, MARY ANN OVER, CMC City Clerk MAH/na Enclosure cc: Director of Public Works 0 32400 PA S580 AD ELANTO SAN J N•�APISTRANRNI� 92675 � PHONE 493-i i]) December 4, 1981 Clarke Construction Corporation P.O. Box 5664 Compton, California 90244 Re: Acceptance of Sureties and Release of Related Funds - Assessment District 78-3, Ortega Properties (Landscape and Irrigation Gentlemen: At their meeting of December 1, 1981, the City Council took unanimous action in accepting Bonds No. 80-86-81-22 and No. 80-86-81-21 in the respective amounts of $9 ,407 .00 and $41,199 .00 from Chibb & Son, Inc. , Federal Insurance Company. In consideration of the Bonds, staff was authorized to make payment of $40, 485.06 to your company. Very truly yours, n N OVER, CMC City Clerk MAH/na cc: Director of Public works Director of Administrative Services John Cochran Glenn T. Litwak r CHUB& SON INC. Manager CHIJBB 90 John Street, New York, N.Y 10038 FEDERAL INSURANCE COMPANY Bond No. 80 86 81 22 Premium $35.00 Executed in duplicate +� BOND TO RELEASE M011EY WITHHELD ON STOP YIOTICE-PUBLIC b10ER ICIOU ALL NEN BY THESE PRESENTS, that we, Clarke Contrar+iuW Cjrp+ra+i.,,, of Campton ,California, hereinafter called Principal, as Principal, and Federal Insurance Company a corporation organized and existing under the laws of the State of New Jersey with principal place of business in Short Hills, New Jersey and authorized to transact business in the State of California, hereinafter called Surety, as Surety, are held and firmly bound unto City of San Juan Capistrano , and any authority, or authorities, board or boards, officer or officers having control or distribution of money due, or to become due under the contract, hereinafter called Obligee, in the sum of Nine Thousand Four Hundred Sevenand 00/100------------- ( 9 407.00 )Dollars lawful money of the United States of Pmerica, for the payment oif which sum, well and truly to be made, the said Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally firmly by these presents. THE CCNDIT1017 OF TINE 1.';OV3 OBLIGATION IS SUCH TI-117, UHE� ELS the said Principal was awarded and entered into a written contract, date -: on or about with the Obligee, for Project Assessment District 78-3 ,and WHEREAS, a certain stop-notice has been filed against payments which are due the said Principal in connection with said contract, in the amount of ($7,525.79) Seven Thousand Five Hundred Twenty-Five and 79/100`--------'-------------------- I --- BY' South Orange Supply, Inc. (Somers Landscape) AIIJ Fh1EREAS, the said Principal disputes the correctness or validity or enforce- ability of the stop-notice so filed, and desires that the funds now due him under the provisions of said contract shall oe delivered to him notwithstanding said stop-notice. NOU, THEREFORE, if the above named Principal shall pay any sum which the stop- notice claimant may recover on the claim together with his costs of suit in the action, if he recovers therein, not exegding the penal sum of this bond, then this obligation shall be void, otherwise it shall be and remain in full force and effect. This Bond is given and accepted under and in accordance with the provisions of Section 3196 of the Civil Code of the State of California. w Signed, sealed and dated this 9th day of. November 19 81. Clarke Con cting Corporation By Principal Federal InDDsurance Company By Gt4 Doug as Rapp Attorney-in-Fact f.'m 11152 SH 9754 I]OM) STATE OF CALIFORNIA, LOS AA/6--ESS ss. i COUNTY OF. —. before me, the undersigned, a Notary Public in and for said State, personally appeared Tr1LT�r known to me to be the ;I Pdi3+'.ulAi'sAl F ofthe_pj gy9tt rnt-1ej ---__ —the Corpor�fiion executed the wd in Instrument, knoym to me to be the person who executed the within Instrument, on behalf of the Corporation, therein named, and acknowledged ji y OFFICIAL SEAL. t0 me that such Corporation executed the same. WINIFRED F. BUTLER r NOTARY PUBLICGCALIFORNIA _ _ PRINCIPF•L OFFICE IN - - -- -_--- - - - LOS ANGELES COUNTY WITNESS my hand and official seal. My Commission Expires Dec.30, ?983 Notary Public in and for said State. ACRNOWLEOCNENr--�orRontion-Wolmtiv form$pZ-RRv. }& - STAVi> OF CALIF'ORNIA ss: .. . .._........, . .-COUNTY OF LOS ANGELES � ()L; November- 9.1-. 1981_.. .___ .._....., Ibefore me, the unde;:,igned, :votary Public of said county .rat .rtE:u;, i,�z �acutly ep,,::are..1.- Douglas A. Rap.____...- :,iFac of the the Within instroajcr.I. I Ijovv" . yw:r:, l,:..i L", Wit nl rnat.ru., ..,. L,.r,�.t; c;ti rna ro nIC 'O'.'poratrOn exeiL'terl Ltw u:e.Ii C. ..a. OFFICIAL SEAL ALMA A. VIELMA 4� NOTARY PUBLIC-CALIFORNIA N6t;3T' Public r PRINCIPAL OFFICE IN y t. LOS ANGELES COUNTY My Commiuion Exp.)uiy 23, 1985 Certified Copy of 4 POWER OF ATTORNEY - t Know all Men by these Presents, That-the FEDERAL INSURANCE COMPANY, 1DO William Street, New York,New York,a New Jersey Corporation,has constituted and appointed,and does hereby constitute and appoint John Z. Schmidt, Richard K. Rosskopf, Sandra K. Witt, Jacqueline Schroeder, Gerald W. Rosskopf, Donald E. Rapp, Douglas A. Rapp and Richard C. Lloyd of San Gabriel, California---------------------------------------------------- each its true and lawful Attorney-in-Fact to execute under such designation in its name and to affix its corporate seal to and deliver for and on its behalf as surety thereon or otherwise,bonds of any of the following classes,to-wit: 1. Bonds and Undertakings (other than Fiduciary Bonds)filed in any suit, matter or proceeding in any Court, or filed with any Sheriff or Magistrate, for the doing or not doing of anything specified in such Bond or Undertaking, in which the penalty of the bond or undertaking does not exceed the sum of Two Hundred Fifty Thousand Dollars($250,000.00). 2. Surety Bonds to the United States of America or any agency thereof, Including. those required or permitted under the laws or regulations relating to Customs or Internal Revenue;License and Permit Bonds or other indemnity bonds under the laws, ordinances or regulations of any State, City, Town, Village, Board or other body or organization, public or private; bonds to Transportation Companies, Lost Instrument bonds, Lease bonds, Workmen's Compensation bonds, Miscellaneous Surety bonds and bonds on behalf of Notaries Public, Sheriffs, Deputy Sheriffs and similar public offi- cials. 3. Bonds on behalf of contractors in connection with bids, proposals or contracts. In Witness Whereol, the said FEDERAL INSURANCE COMPANY has,pursuant to its By-Laws,caused these presents to be signed by its Assistant Vice-President and Assistant Secretary and its corporate seal to be hereto affixed this 1st day of January 19 80 FEDERAL INSURANCE COMPANY By RAS f yc� •:o George McClellan Assistant Vice-President 1Wi•� ;"r JE ` Richard D.O'Connor Assistant Secretary STATE OF NEW JERSEY as: County of Essex On this tat day of January 19 80 before me personally came Richard D.O'Connor, to me known and by me known to be Assistant Secretary of the FEDERAL INSURANCE COMPANY, the Corporation described in and which executed the foregoing Power of Attorney and the said Richard D.O'Connor being by me duly sworn, did depose and say that he is As- sistant Secretary of the FEDERAL INSURANCE COMPANY and knows the corporate seal thereof; that the seal affixed to the foregoing Power of Attorney Is such corporate seal and was thereto affixed by authority of the By-Laws of said Com- pany and that he signed said Power of Attorney as Assistant Secretary of said Company by like authority;that he is acquainted with George McClellan and knows him to be Assistant Vice-President of said Company,and that the signature of said George McClellan subscribed to said Power of Attorney is in the genuine handwriting of said George McClellan and was thereto subscribed by authority of said By-Laws and in deponent's presence. --. Acknowledged and Sworn to before me cA on the date above written. Jr Y 1i/ P NOTARY y� PUBIC Notary Public �\ �•�, �"� PATRICIA RYAN J E� NOTARY PUBLIC OF NEW JERSEY My Commission Expires December 11, 19 83 Form 21-10-238(Ed.2-78)tGenerel) R-21413(20N) I'T". ,... CHUB#& SON INC. IE Manager CHUBB 90 John Street, New York, N.Y 10038 FEDERAL INSURANCE COMPANY Bond No.: 80 86 81 21 Premium $155.00 Executed in duplicate BOND TO RELEASE MOVEY WITHHELD OH STOP 110TICE-PUBLIC 4101;: KNOW, tLLL MEN BY THESE PRESENTS, that we, Clarke 22DI Lina Cnrp=i-inn of Ccnpton, ,California, hereinafter called Principal, as Principal, and Federal Insurance CcFgDany a corporation organized and existing under the laws of the State of New Jersey with principal place of business in Short Hills,New Jersey , and authorized to transact business in the State of California, hereinafter called Surety, as Surety, are held and firmly bound unto City of San ,Tuan C4piatram _ , and any authority, or authorities, board or boards, officer or officers having control or distribution of money due, or to become due under the contract, hereinafter called obligee, in the sum of Forty One Thousand One Hundred Ninety-Nine ------------- ( 41,199.00 )Dollars lawful money of the United States of tinerica, for the payment of which sum, well and truly to be made, the said Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally firmly by these presents. TNM CC14DITI011 OF T771: I.IOVE OBLIGATIOIT IS SUCH TF:f_T, VJHE;ELS the said Principal was awarded andeatered into a written contract, date ' on or about with the Obligee, for Project Assessment District 78-3 ,and 1.1HEREAS, a certain stop-notice has been filed against payments which are due the said Principal in connection with said contract, in the amount of $32,959.27 Thirty TWo Thousand Nine W Fi f Nina and v ii n ,fit 1 arc---------------- �A3�T�_�rX 2--r-�11 By' John Jezowski, Inc. A11D 'AIEREAS, the said Principal disputes the correctness or validity or enforce- ability of the stop-notice so filed, and desires that the funds now due him under the provisions of said contract shall be delivered to him notwithstanding said stop-notice, s NOU, THEREFORE, if the above named Principal shall pay any sum which the stop- notice claimant may recover on the claim together witP his costs of suit in the �'• action, if he recovers therein, not exeeding the penal sum of this bond, then this obligation shall be void, otherwise it shall be and remain in full force and effect. This Bond is given and accepted under and in accordance with the provisions of Section 3196 of the Civil Code of the State of California. Signed, sealed and dated this 9th day of November 19 81 Clarce Con acting Corporation t BY Principal Federal Insurance Company ByAi . / . Douglas A, Rapp Attorney-in-Tract Form 11152-i SH9754 (20M) r, S t'AI'1' OF CALIFORNIA " ss: . . ......._.._...CouNTY of LCs ANGELES November 9, _1981before rne, the uru :,,iRnt;d, ary Public of said cotalty Douglas,A.__RdPP.__. uc Ati ,Ii ., 4,,-Fa( of the evr�-;ratir„n that executcti the within instmnicnt, Icaurten L,r .r.,.r. :a,l, , , '--" ,. ,., ,iec vvitl:in tr�,Lr isav r. o t;+:.h .if of ill'. l call atil,rl threesl; I'- !"td' 'olJ 9 i , I, ill -rpt a.<.;;l,oeaiiun ca c :!ca Lila ,.z,ac, ` OFFICIAL SEAL ALMA A. VIELMA ate'•• NOTARY PUBLIC-CALIFORNIA . r . . . .Oti3.Y'Bt y..[',LL}J}y i'. ry PRINCIPAL OFFICE IN LOS ANGELES COUNTY Ml Commwion Esq.>uh 23, 1995 STATE OF CALIFORNIA, CI SS. it COUNTY OF LO S,An/6-& I before me, the undersigned, a Notary Public in and for said State, personally appeared I • _.—_.. ______d_LLl N .L EIknown to me to be the ri thethe___p3 s_�gpted�lp� rn,kno the Cor or lon `t executed the within Instrument, known to me to be the person who executed the within Instrument, on behalf of the Corporation, therein named, and acknowledged to me that such Corporation executed the same. ISIRNo,rARY OFFICIAL SEAL _ itWINIFRED F. BUTLER PusuccAUFORNtnWITNESS my hand and official seal.PRINCIPAL GFFICE INLOS ANGELES COUNTYsion EuOir'S Uec, 30, 19&3 I I — ', Notary Public in and for said State. ACKNOWLEDGMENT J.DIDopIIDO—WolcoUr form 271—Arv. }et 1 SHORT HILLS, N.J. j ly County of Essex as. I,the undersigned,Assistant Secretary of the FEDERAL INSURANCE COMPANY,do hereby certify that the following is a true excerpt from the By-Laws of the said Company as adopted by its Board of Directors on March 11, 1953 and amended May 27. 1971 and that this By-Law is in full force and effect. 'ARTICLE XVIII. Section 2. All bonds, undertakings, contracts and other instruments other than as above for and on behalf of the Company which it is authorized by law or its charter to execute.may and shall be executed in the name and on behalf of the Company either by the Chairman or the Vice-Chairman or the President or a Vice-President.jointly with the Secretary or an Assistant Secretary, under their respective designa- tions,except that any one or more officers or attorneys-in-fact designated in any resolution of the Board of Directors or the Executive Committee,or in any power of attorney executed as provided for in Section 3 below,may execute any such bond, undertaking or other obligation as provided in such resolution or power of attorney. Section 3. All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company,either by the Chairman or the Vice-Chairman or the President or a Vice-President or an Assistant Vice-President,jointly with the Secretary or an Assistant Secretary,under their respective designations." And 1 further certify that I have compared the foregoing copy of the POWER OF ATTORNEY with the original thereof and the same is a correct and true copy of the whole of said original Power of Attorney and that said Power of Attorney has not been revoked. And I further certify that said FEDERAL INSURANCE COMPANY is duly licensed to transact fidelity and surety business in each of the States of the United States of America. District of Columbia, Puerto Rico,and each of the Provinces of Canada with the exception of Prince Edward Island: and is also duly licensed to become sole surety on bonds, undertakings.etc., permitted or required by law. Given under my hand and the seal of said Company at Short Hills. N.J.. this 9th _day of November . 19 31 . Assistant Secretary rr.-. Certified Copy of POWER OF ATTORNEY Know all Men by these Presents, That-the FEDERAL INSURANCE COMPANY, 100 William Street, New York,New York,a New Jersey Corporation,has constituted and appointed,and does hereby constitute and appoint John Z. Schmidt, Richard K. Rosskopf, Sandra K. Witt, Jacqueline Schroeder, Gerald W. Rosskopf, Donald E. Rapp, Douglas A. Rapp and Richard C. Lloyd of San Gabriel, California---------------------------------------------------- each its true and lawful Attorney-in-Fact to execute under such designation In Its name and to affix its corporate seal[to and deliver for and on its behalf as surety thereon or otherwise, bonds of any of the following classes,to-wit: 1. Bonds and Undertakings(other than Fiduciary Bonds) filed in any suit, matter or proceeding in any Court, or filed with any Sheriff or Magistrate, for the doing or not doing of anything specified in such Bond or Undertaking, in which the penalty of the bond or undertaking does not exceed the sum of Two Hundred Fifty Thousand Dollars($250,000.00). 2. Surety Bonds to the United States of America or any agency thereof, including. those required or permitted under the laws or regulations relating to Customs or Internal Revenue;License and Penult Bonds or other indemnity bonds under the laws, ordinances or regulations of any State, City, Town, Village, Board or other body or organization, public or private; bonds to Transportation Companies, Lost Instrument bonds, Lease bonds, Workmen's Compensation bonds, Miscellaneous Surety bonds and bonds on behalf of Notaries Public, Sheriffs, Deputy Sheriffs and similar public offi- cials. 3. Bonds on behalf of contractors in connection with bids, proposals or contracts. In Witness Whereof, the said FEDERAL INSURANCE COMPANY has, pursuant to its By-Laws,caused these presents to be sighed by its Assistant Vice-President and Assistant Secretary and its corporate seal to be hereto affixed this tat day of January 19 8U FEDERAL INSURANCE COMPANY By RAN,- .ti.0 George McClellan W0=••• '.;�� Assistant Vice-President JE �. Richard D.O'Connor Assistant Secretary STATE OF NEW JERSEY as: County of Essex - On this tat day of January 19 8U before me personally came Richard D.O'Connor, to me known and by me known to be Assistant Secretary of the FEDERAL INSURANCE COMPANY, the Corporation described in and which executed the foregoing Power of Attorney and the said Richard D.O'Connor being by me duly sworn, did depose and say that he is As- sistant Secretary of the FEDERAL INSURANCE COMPANY and knows the corporate seal thereof; that the seal affixed to the foregoing Power of Attorney is such corporate seal and was thereto affixed by authority of the By-Laws of said Com- pany and that he signed said Power of Attorney as Assistant Secretary of said Company by like authority;that he is acquainted with George McClellan and knows him to be Assistant Vice-President of said Company,and that the signature of said George McClellan subscribed to said Power of Attorney is in the genuine handwriting of said George McClellan and was thereto subscribed by authority of said By-Laws and in deponent's presence. Acknowledged and Sworn to before me r P GSA Y` on the date above written. R NOTARY 1�I* — • — � �Notaftbh, PUBLIC H 41 / PATRICIA RYAN NOTARY PUBLIC OF NEW JERSEY My Commission Expires December 11, 19 83 Form 21-10-238(Ed, 2J8)(Generel) R-21413(20M) �..• SHORT HILLS, N.J. 1) as. County of Essex I,the undersigned,Assistant Secretary of the FEDERAL INSURANCE COMPANY,do hereby certify that the following is a true excerpt from the By-Laws of the said Company as adopted by its Board of Directors on March 11, 1953 and amended May 27. 1971 and that this By-Law is in full force and effect. "ARTICLE XVIII. Section 2. All bonds, undertakings, contracts and other instruments other than as above for and on behalf of the Company which it is authorized by law or its charter to execute.may and shall be executed in the name and on behalf of the Company either by the Chairman or the Vice-Chairman or the President or a Vice-President,jointly with the Secretary or an Assistant Secretary, under their respective designa- tions,except that any one or more officers or attorneys-in-fact designated in any resolution of the Board of Directors or the Executive Committee,or in any power of attorney executed as provided for in Section 3 below,may execute any such bond, undertaking or other obligation as provided in such resolution or power of attorney. Section 3. All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company,either by the Chairman or the Vice-Chairman or the President or a Vice-President or an Assistant Vice-President,jointly with the Secretary or an Assistant Secretary,under their respective designations." And I further certify that I have compared the foregoing copy of the POWER OF ATTORNEY with the original thereof and the same is a correct and true copy of the whole of said original Power of Attorney and that said Power of Attorney has not been revoked. And I further certify that said FEDERAL INSURANCE COMPANY is duly licensed to transact fidelity and surety business in each of the States of the United States of America, District of Columbia, Puerto Rico,and each of the Provinces of Canada with the exception of Prince Edward Island; and is also duly licensed to become sole surety on bonds,undertakings,etc., permitted or required by law. Given under my hand and the seal of said Company at Short Hills. N.J., this 9th _day of November . 19 81 . Assistant Secretary 0 F;f CALIFORNIA PREAAINARY NOTICE -H r IN ACCORDANCE WITH SECTION 3097 and 3098,CALIFORNIA CIVIL CODE THIS IS NOT A LIEN,THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR NOTICE TO PROPERTY OWNER HUMM'X If bills are not paid in full for the labor,services,equipment,or 3070 E. La Jolla Street materials furnished or to be furnished,a mechanic's lien leading Date of Notice Anaheim,CA 92806 to the loss, through court foreclosure proceedings, of all or part of your property being so improved may be placed against the 714/630-7580 property even though you have paid your contractor in full.You I ; may wish to protect yourself against this consequence by (1) requiring your contractor to furnish a signed release by the person of firm giving you this notice before making payment to your contractor or (Z) any other method or device which is appropriate under the circumstances. You are hereby notified that HUNTMIX, INC.has furnished ORIGINAL r or will furnish asphaltic paving materials and/or labor, CONTRACTOR I services and equipment rental for the building,structure or OR I."1 C. 4 C L 1'1 ^ other work of improvement at the jobsite described herein. REPUTED +} CONTRACTOR The name of the person or firm who contracted for the purchase of asphalt paving materials and/or labor,services and equipment rental is identified as the customer herein. Certified — Mail No. I For Private Work Only) _ This notice is not intended to reflect in any way on the credit reputation of our customer. However, in compliance with California law we advise you, it bills for the above- stated labor, services, equipment rental, aggregate and/or asphaltic paving materials furnished, or to be furnished,are OWNER r not paid in full, the improved property may be subiect to OR REPUTED -- - i! c'+ - mechanic's liens and/or notices to withhold. OWNER OR r PUBLIC An estimate of the total price of the labor, services, AGENT equipment or materials furnished or to be furnished is: Certified i - _Mail No. r' ' IFor Private Work Only) (Dollar amount must be furnished to construction lender, optional as to owner or contractor) CONSTRUCTION r LENDER ` DR HUNTMIX, INC. REPUTED CONSTRUCTIONS - - LENDER .. . f .: Certified _Meil No. (For Private Work Only) _ �aaw �Iwa1Gta�zd ;Z1400 4O0 PASEO ADELANTO - SAN JUAN CAPISTRANO,CALIFORNIA 92673 1 •� �PNONE 693-1171r 1 1 L ✓y' November 23, 1981 Clarke Contracting Corporation P.O. Box 5664 Compton, CA 90244 Attn: Mike Clarke Re: Change Order No. 9 and Final Progress Payment Dear Mike: I have enclosed the subject materials for your review and signature. Please sign the first and last pages of the final payment form, initial the remaining pages, and sign the 1 change order. Please do not write on the documents if you find errors but note them on a separate paper. It is extremely important that the enclosed materials be executed and returned by December 1, 1981, for that is the date of the City Council Meeting. Please call myself or Mark Gibson of this office, if you have a problem or questions. Very truly yours, CITY OF SAN JUAN CAPISTRANO 'dU George M. Lohnes, Jr. City Engineer GML/nep Enclosures Ortega Properties Assessment District Change Order #9 December 1, 1981 Page 2 Somers Landscape 2 1. Install new electric meter panel. 2. Install additional landscaping and irrigation. 3 . $6 , 486 . 55 Somers Landscape 3 1. Manual watering and weeding for 3 months. 2 . Delay in setting meters for electricity, no power available for electrical controllers hydro-seeding and automatic sprinklers delayed. 3. $16, 954. 88 Somers Landscape 4 1. Relocate electric meter panel and repair conduit. 2 . Conduit damaged and meter panel required relocation due to new electrical source. 3 . $817 . 30 Somers Landscape 5 1. Modify meter fittings 2. Meters did not fit fittings 3. $356. 87 E 52 Corrections (RUSSO) 1. Redig trench 69KV 2. Trench prepared twice due to delay in 69KV installation (by error, deleted from C.O. No. 8) 3. $355. 79 E 24 Corrections 1. Construct wheelchair ramp, La Novia & Ortega Highway. 2 . CalTrans required new ramp after firt completed (incorrect amount paid on C.O. #7) 3 . $426. 74 Corrections Final 1. Several items paid twice. 2. Amount reduced listed. C.O. 6 & C.O. 7 (paid twice) E09 $ 200. 00 E22 3 , 700. 00 E23 226. 00 E29 245. 47 $4 , 371. 47 Ortega Properties Assessment District Change Order #9 December 1, 1981 Page 3 (b) . C.O. 6 & C.O. 8 (paid twice) Ell $2, 146. 82 E21 2 , 138 . 68 $4, 285. 50 3 . Credit to District $8 , 656. 97 TOTAL $19, 340. 52 •• -' ' • . C[3 Seatenber 1, 1981• -p U.-•c�,iilr L, 19G1 1� 1 1;dnL ... w�1 e' S� •.�= S it:i^`^a. Co^==Fct Price. $ 3 664 768 30 Ste-to 5 8 •. -_.;et. NO .4909-161 •o iesc_i?ao^ AD 70-3 :o_ C1arM Omtractig Corp. Address 1934 G1adAck St., Qmj2ttm, CA. 90270 r iEslirated . Q entity i @revioue G L:y j u•^•`' i -_ � IIQuantity II This Est L.I zstirtata�l .o Clear 6 Grab I 1 ia,I_I i I 0_ 08 ! i i lnoa t ii 340,0P0 _00 3!o,e00.eo i 11 1 - I I 6 1 I 84,080 i I I 84,080 ! ! i 2_. 50 210,2110.00 .. 1nr1a 5jfjpd Fill 0,144^ U=� 4, 038 004 AB, Crvshcd 1bn 291754P7= P�_rrent _!_�t� _ 1,910 !- _-i^141500 I ! !_19,-500_!�;I I t3�.00_ _4 Curb 6 Gutter - Type A-2 I L.P. 1511599-11 0 y0_ B3y913.G0 r• -- '--"0 —'j 11 j 3I�1 I ' 210 r 5 50 1,155.00 Curb—& Gutter - Type D �1 L.P. 2101 11 t—. yC- O�jT!•p i� I 118 ..I 1� 7 00 8211 00 i :. 9 Eil:�.-ay _ I I�Sd�435 I t 20_ 65-�i» r0_ 54,4351 I i 0,� I 0 -� } we:a .,� 34 090 {( (270) I 1_� 51,254 1 (_14 1 I I - 1 30 1 66,273 20_' 11 Drive Proroach - I 5.F - I_�2QI ! 28J--it�tll . 5,978 - I ( 1�612F1�i;, I•_^^� 11 rn 12 Giardra i 1 L.F. 351_1 i�a - 1 r-I�`.0 1 I L_.T41._. 1._.i ! -_-- -3 1 L:• I- 1 S : 13 A.dj ust Existiryl Water Valve Cover Ea. _I 31 I 0 1�t 3 i 1 1 3 :.1.1 :..---_- 2n7� 0^� 'Z7— ajUis 1__ustinG Rlanitole Freme ' 1 Ea. 11'•'—`---2�t2 f i 1 3 1_- 15 Traffic Sier, al-orteaa 6 Rar_dn.VIV ol-LL,3�.1 _! 1 59 - '$�! I 1004 2 I ��_ .rrn _M I{I f� r r 16 Traffic Signal-Orte3a 6 La Novia 1�L.8 _� 1 •'58 1 954- i ! 1 1009 17.f i P � 1I�' ��' : i'1 100; . , �: f� 1 11 Traffic Sinta1-Calle ArMysc"�I-1_G.$.,_! 1�1.1_s 959 - !7,f--' --- _ .— I2'I ,552 1 Traffic Intercr J.ct Ccrxuit i2601. ..516 ct ! Ea� 17,8Palt% es for Interc% 16— 93 47 _ tn.77._QG73 strioin� I-i_ 17-nn0--- I----•_'^� i ! 307 61 FG 11-7.7.E.20 21 Pa_�crd ;'arkcrs - Type D 1 Ea . I 1801 ! CO- i! 0 : , , 126 `- h31.E0 - 12 Pa•.aent Slackers - Type G .• I Ea. ! 1 701 i I 0 1 1 1 0 6:_fi7 1_..._13 : : , 64 .t '12'_nn_ I 7,^.i'„•�� Sue=t 6 Pce3 sjgns Street Lights - 26 251 51 I I : 0 I�1 13 I 11 13 , i ! 3I-R00 29,P,�.C3 _ 1_I Ea. 13 1 1 f i g � , I Ea Sheet Lights 201 ,733 331.E1 '--_: - eose 1 _`cc• nsr�3 /qd! TessLiC%,, ..�a`.o�• �t to Due a:ks_ � :e: /I Yo:a! Dae co Ds.s ?:evio:a ?ayasat �--•--- CONTRACTOR B414-0; Vue + -276 .p..ud 3v: 1 o[ i _ _•--- ..--,____ n7Srnntor•al.?uhlio Yorks ;I• 15 FM% C:•.__;:_ Ao. 9909-161 O:l�ira? cC , S 3,6G4,76Q.30 ia:3' $:E:':::5/7/BO '_.;cat ::o. Dzscaption �_Ifl-] _.a;o Co_;ie_c- G c_zc:o: Clarke Cmtracting Corp. /1G12:e5S 1934 cladwick st•, caMt.onq (7 90220 IlBstil;attO. I IrJ Quantity ( c':evious II Q_an:i:y _ T. ^ncity J This Est. '�stir.atc • Street light Ccnduit I I•• IF�1 I 6,92'0I 1 0 I I 7,430 ! ! 1 7,438 i 1 1 2.60 1.9,339.99 I_ _ 1_-- -- --- btreet lightx1 g ra.i I 34— ISI I b_�I I 37 i I_{_ 37 ! I 1 60.00— 2,220.09 —721, PLT i i 49U 1 _ .i,_i_I ' 0 1 1,2 0 I—I I 490 1 f 95.00 A6 °50.00 . —57�Prs �i�'—,_f 9�e • . . _I o I I 97e `§ie - 1-1 7d:ou— _ �6,2=.4.co i, RCP _�I-r— i-006 I I 0• I�i_S06 1 1 ,006_! 1 76.D0 CO 1. P_(3 I I IF _ 9 j� 0 I 11_ 9 I i ! § 1_63.00 _567.G9 FCP l_(iF_� 7191 j_I n I 'I I 719 1_11_Ila I 35.00 _ .39,49o.r'o 3. 36" RCP I j CF i l' 6622 1 1 _p 1 !' 622 1 I i—_622..1!—i -J-1:00 _ .)3,593_C9 4_ 30" PCP _ ' � ! 0,1-1 4028—82.^9..��.__ ._929 i.:iI_..4i'6i..0n0n___` 3 s908 5. 24" Pa 01 o 801 64.i3,.o0f7 7� - gql L_ YI ' "O "� a 19" IF a 145 i IIb ,.C7 7. Jct. Str gyTe I Fa 3_I ,E T— 3. Jct. Str. TTe II I 1 Fa0 2,300. 16MCII 9• Jct. Str_ Tl'!-�e III �� Fa�� 1 i��50��I. 1 I I !I--1 1 I :6r41-9•Oo 0. Jct. Str. !S:rcial l' _L�l1 r _ .�1nS19_.!!.(,Moot i i_ :,700,nq_- — 2,700.09 1. Li hnr-ce Cha tr_r .Lis 1 0!� 1008 (_I! 1001 _900.00_;. _900•ri_ 2. Catch Basin - 3.5' Fa I•��2�_I I 0 I 1_I_ Z I .' 1_I 2 1 •;1,900.00 ( _I - 3,c:0,G) 3. Cath &:sin - 7' I_Fa I 5 1 I 0 I t 1 ' 5 I _2,3n0.0��t 11,X47.0) I. l— !: s 1. Lf 'atch Basin - 10' I I Fa I u I I I 0 I 8 1 _I I 9 t_'2,E^7._Q,) L_ 5. ,•atch Pasin - 14• I 1 ea I z I�—I —o I 2 1 1 2 ! ' 1eco.no Catch Pasin - 21' 1F—a— 1 4 1 I0 I i_I 4 ! 3.509,00__'__I _14,'�7•rl Ccn-rete Collar .• I-lea 3 1 11 0 1_I _3_ 1 r ' 3_I . . 250_00 Qalet Str. - 72" is is o _i00% ! i ! •In01_ ' `.i9_� • ' 1.�o2t - - • �atlet Str. 57" is iI ii �0 I I ► 1001 i iI 1001 1 !10 000.00 Outlet Str. - 30" , L9 •I J 0 I 1001 1002 I i 7,000.00 7,0:•).00 '-• �trr.0 _ _ -0 Z: 1 C.;st_uc`ioa frOfCf.. CO :3.0 1471,'.57.6) Lcss 10% Ra:ca-ioa' 4 '> �at•� - — Vocal Doe co Daes ._:t. — - -- —E_ate: P-evio_s ?ayasa; . • • co14TRaCTOR B414:.oe Due 3 09.6 == s3 . A�s:o:ed 3v: .. ,• �•••`� ^tc;;�'1 , i.0.^.-CLC C'?=iC^.:. $ 3,664.768 30 ._- _L3t^_ .�.:E:'�^_'_5�7�80 • . :4e2t i0. 9909-161 ]sse:i?tion 1070-3 'ata C:=:ze:;: t=R:"0. •Clarke Contractim Opra tide:CSS 1934 Glaclaick St., � tcm CA 90210 _ ISstirand . Quantity ?:evious Q_an-it), �. ' -- -- -- *s", - -_ _.. Iti:y l I This Est I 'ys!'ir.:at^_ „mac .Dat^ j { --:'. fQu 1 1I 0 ! II-100% I 11 100% i�]0^ 13,290.00 Ri Pa Transition L.S. - -- P 1_ - Rf Pao O,Nnrrel { ! 1 01 I I 0 ! i 1 130 I X130 ! I _256�90_ 33290_00_ R,.C. Transition" •S�_ .I I ' 0-__I 1 1002 I I I 100% I i 35.,D�Q 3Q_ _35_000.00 �^'-- -'---' 1055 , I 1055 I I,! - 468 00 ;93,740100 16 x 8.5 fi:B L.F.LFI 1;055 � L.._._____ l K3in_t. Shaft _I L.S. _I YI I—` _ I I 7,600 09 7 E00 00 I I 0 ! 1008 I I.1`10c) _r �� Y'B Trarsition If L.S. I h0 I II 1002 I 1 ! l00% 1 ! 23 0.0 93 _ 23,P'7.^i 1 1 4710 t ! 0 1 1 1 548 1 1 ! 548 1 . _ 6 30 _ _•31452.40, �S Fence I_, L.F. � � � — SB Gate - 4 I ! Ea. 1-!' If 1 1 I!_� 160�n� 1E0.^9 + ! 1, z6mn3 360.0 _59 Gate ' 12, I. TFC. 1 1 �� - 60 Inlet - Type V Fa. _I 2��(— 0 - I�_ 1211'(-��_-� I !_) 1,20U G3_ 2,4;0.00_ " I U i 1 I_1943 t i 194 3 _ 61 6 yup L.P. I I 1io00_ L,F, ��—'-I,7041 I (_0 I �I 2255 h, ._. _ _ `^—j (•!2255 1 : 1 1910.9 S2,E;,_.^7 t I �,_ 63 10" VCP 1 L.F.' I 9231_1 0 ' I 1 40D�^1-1�, _ _ �. I-_-._I. -_90(1_._____._1.__.__ .._ 64 12" lCP L.F. 1,780) 110 I 8. � A 1780 ' t I 21!00_ 65 15" VCR 2561 I --j I _G I�I- SG�' ! 2200_ 2 1,E+2'.0 E6 18" VCP I L.P. II I,16&�_ 1�0 i~I1�37 I Ii 1637 67 6" Clean Cast I _>_��I I 111,1 .0_,011 1 t I 1 —', 6n''i G1 _ E:O.Q9 P ._48_i sr -• � C:r..rs:t o..r + ori;;, _yCo-._rrct•�ricc.:. $ •_ i-a'S: '==' s/7/60 _-• -=;a:- ::0. 9909-161 r'255:zipti0^ AD 79,3- Ccs=_er:- =ectc . Clarke Cmtracting Corp. A=cress 1934 Glxlwick St., Omptcn, CA 90220 !Esticatad . iI Qu ntity I rrCv 0�s Ij Q_a ^ctty i 16, s' -- or UnLt ` Thi -Est : _ I _ a:e 1 ° - - - 8" FfC1^150 I `-- TF l� 96 i 11 0 1• 1�1� '.96 1 f "y 96 1 1!15.00_ _ 1.440.00 77. 12" ACP Cl 150 ; ! IF f I 3,414 —i I_0 1 j ! dlA I I 3 d1 22.00_ ,1U?.GO 78. 11_AP Cl 150 1 I [FT911 .819 !i 11,00 76,113.00 79. 8" DIP IF 20• • _I_—p I _I 20 i I_I, ' 20 I�_! 21.00 _ 920.00 __ I! 12" DiP + IF 600 f � I 0 (� i 6B0 1 I 6 0 ! 1 'S6:L0 _ '4 02)•00 (`7 , -- — Steel casing w/ 12" bIP � I iF 37—I�I_�"0 I I_� 37 1 I_! 37 ! ��82.00— J,e_,•�^ 82. 8" Eutterfly Valve (_I Fa �!I � Ut� j 2_ 1 I I 2 i t _OQ_ 63. 11" Butterfly Valve I1 Fa I' 11 I I : n 1~_; •1:0.09 - —Il I� hli I 1!8E0.00 9, 'b4 —Id'�� tE erflY-�Tre Ir£a 5 ( 0 I 1 S 1 :1.680,00 1_6IV).09 B5. 4 Bl? off --� --,--I —�3 6 10 " Fa 11—`D I (_3 1 I I 3 I I ! 97n nn,_ I z,a<_�.ea.. E5. 2" Air-vac Fa _ 1 ,..�._...i� Q 1 t I f 1_7�_f_!_75'1,RI_ ---- .. 750.G�- 87. $" Not tap Few-_ 1 I~-O—T�:�_1-1—�I=1 1 111000,00 _110'1.GO E3 10"I!ottan Fa' 1 I 11~Of�' ' l • f (f`T�!t ,Mg.01_ E9_14" Hot tape I�1 If-0-1 2,E_^.CO A�Cl 100 1 IP 21000 1 i��0� _�,3co 1 I.�?,?^a t I t__17.0n 91. 12" KP C1 1100 1 IF I 80 I�rj D 1� 105 I1 105 ._ !_ ri 21.60 2,265.j_ 92. Rater well I I IS� I�_�. —�.a1 1006 1 ;�I-100~—+ 26, 2f rr.7.00 43. 1 LS ' 1 ! e i - 100} 1003 - 17 CAM ' 17,C^).S3 I1Frc=-,im rehici station 11,LS�J I I 0 1 1 009 I 1.1`1008_=__1�P7�•�� 10,==i.') 95. Fire-h'.9r:znt w/hot to —1 : 2 i 11 2 "2 600.C0 Y P I Fa l ! 2 I I1I--0 11 � ��F—A--� 1 4_1 I �- 1 16 I I ifi �,enn.C7 -' — „";,'-) 97. 31x4Ex4 Fad ,. Fa I.1 3 1 7 0 I i 1 3 : t _3 ___65n.o0_`_ -1,95".07 3373-2R Pad -��-"• Ea 1 I 0 ! , , r.. . ' I- 1-3" Electric carduit I 22' ,1 81030II 0 I' 1 0,'138 I II 6,738 T: it 1.50 I113,117.rr) 1 100, 1" Electric cvduit 650 r IF i I 6501 0 I •I !. 650 I , : I _ - I^_ co .s, n:c:_ca Costs to Dace Tom vufa :0 Dau race:-- ev+03:s Pay-.%.)t ! CONTRACTOR Balance Due . l'VN1YN( l YKUtrI«5 tCl;1-uAA. NU. Final ' . rcm September•1, 1961 -C Dacep�n t _ tQRt _ Cc..._ ct`No'. O ::a. �0a__cct' ?rice... 5 3,664.768.30 �'t2 StbSt_ 5/7/180 ` 9909-161 ".3Sc.iatlp^ • ' yam^ AD 78-3 12/1/81 Coe�_2II`.GC • Clarke Contracting Corp. Al e:css 1934 Gladwick St., Ccmptat, CA 90220 __;cr:;t_ I _ f +55t„mated i Occr.t;ty fi Pre-lOus rOu tp I Tit`_s 1' - 101. 2-5” Electric conduit` - - - -1-IhC� _ 2,825, 0 I � I ~2,825 ` •7,f9 _ 19,7-- ,'J" 1 1 I J I 1 2.825 1 102. 3-5" Electric conduit ; IT 11 225 I ice_ !iI 238 i 11 238 ! r 2,H--lo 103. -5 E ectnc conduit I�I Ih80 ' 1_I I ' 0 i I ! 80 i I 1 80 I i 13.P3 1,04-,.Co 104. F=tairin3 o:all t!_1 ra I_I 1 ' • :1 !1' 0 i---I I+ -- i I 1 - 1.: 5.500,09 -- _ 4" T=_1,-`tcne Ccndnit ;_7 IF 1 I 17 520 I_I-01 17.520 1 1.1 17.520 1 : 19 Te Lr!:cne vault I . 1 j Fa �_� 13 ^1 1 0 1 1 ! 13 1 I ! 13 4.250.r) =5,_5).Cl 107. Trench for 69 hV 1-! LI' � I 3 070 1—t : ! 11 • 0 3.070 1 ! 1 3,070 2,3 6,--•,^� . .Feint tre to I ! ;- -, I1` j !' 7,200 I I_' 0 1 7,200 I i 7.200 1 ! ! 2.7 to 1C9. E1ec. Trench I. j LF 2,125 1 Ii 0 �It 2L125' 1 I ; 2,125 ! 2".: 5,1C)•C) —110. 36" Han'.4'tole . �•T-Q— - 1 —Fa 113 ��~ � I I_j 3 ! 1 I 3 1 1_ F E;),r,7 ��45 N rdhole I Pa 11 B I I I 0 I I_! B ann n 1 —=I Telechate trench �'j IP + 310 1 1 j I I_� 310 r—j I 310 ! I 2.?) 1 0 E52 r 3. 7rarz. Fad 44" 11 !•, ' I 4 I 17 f i 4 i 1i 4 —+ ; 450.7 114, Trans. Pa3 4.9" I I ra I 1 I I I 0 I I 1 t i 1 1 : ! 909 ') ! 115. 33" liar, ,ole 7 ea 13 I I I 0 I I I ), 1 ; I „ 115. 42" r=ah Jle `` N1 Li 3 1 1_1 --011-1 1 31 3 p-n_-I 117. r-r- - fqIS I I I I I i`':I 1001 '-1 1003 ' ' R Jnr 118, b-re - 12 },V f l i5 1I It 1 ' 0 1�1 ! inni i : 100'- 119. Ec.e - 9e1eFh:1f0 i I IS _I 0 I 1 ! loop; 1 I I 100; •___:_ 4,n") 120. lend=_:acing --_ I !' , I I I 1 0 I •I I 1008 ! I• ..- 100 -F___,�nn ^� 7fi 009.00 721. Irricaticn_ rl r1! _I_. I j 1 1 r k 1001 � __ (•i it I � ii I jl I it � ! I =73.00 _. ct_01 costs CO Dam ANT -- - Less .E_raC �� ted..• — _ —r.•ar T0961 D'.'b^to b9t4k aCC: BaLa:ce eco _r_.0-4 TT: i7:aived BV 1. 5015 .. 1.vdl/.rw1 1'AVVh�.J✓ .-.l•..... ...�. :1,L1L �.� _c^ ^p Decanter 1, 1981 �. :.2. Crime'^nL D^.=-`Ct - -_cc.:. S 3,664,769.30 .. r.. c- ....__•__ .• ,�- .9909-161 uasc_ ticn. AD 78-3 "' ` -�---` 12/1/81 Coc:racto: • Clarke Contracting Corp. Address 1934 Gladwick St., CalPton, CA. 90220 - :tr-" - I L�- ( -s1._r.�_ i Qunntitp. i i i'fe-ious� I Q---cn:i:y . •o^ IQu,-ntity II Tn 'est �Ij;n:atc I ` - E1 :dis E:<tra stork ! 15i I I I I - ! I I 100 I ion I i 6,018 ;5 I 6,91e.46 a-2 % XLn.D^9 'A. Di:arsicri Vr,.irI. .I-_•I - I ! t III 1II 1100008 , uUuI!' 8. R:o Pn Outlet IS, 10M i 3,-JJ.rJ C. Pip Plp Stalnhzer UN -1-2 I I I I�^i2 1 1 I 2 I I_ e,..uu1 ,-)•r7 _ 1 1 116 1 i ! 116 wlqw E. 0,=22 Lxcavation �_I—CY 13,235 I i! _ 1 1I Iia gip I I i 13,238 i 2159 _^,29_.-2 (a-.1 a•_'Jitional dozing) 11 i3 iis_. Extra Werk IS I I� �_I_ 1008 I II 1008. I i I 8,5?-'.I:+ - 1 i4 Its '-'15 ani _ �' t:i l �r 58 I I_I 95R I I I 1008 I I ! 23,OSiI -=� 2=, e cg Ite-I X16 and 954, ' ! i in� n 35,0;;1 3 111 111 £'tra Ccr_. 'io•:e In i• IN 0 I �I ;•=' :�I I 924.00 #5 V-Acr A. Scrdices IS I i_ 100k II 1008 ! II 10,4:.: E3 17,4iE.63 B. F.H. Lan^rat {• IB l _I - 1008 I I_I C. SlurCfill LI CY i- ns —r—^��_I 20 i L'- 120 ryi Y. 'tYaf fic Cc;�•x�l ! IS I I_I I 5�$I i I 958 ! r1 1008 77,;;i :i I 23 It.%- 517 (F]I) i-1-^.-. I ' j CO.t6 .s Extra ticrl: — CO.F7 Lis r:;tra t'.�rk m.-9 Ftisc. Extra t}-,rk-- !h.c9 Hi $'tra Wr)rk, r• i I ! I I I I I I I ,�,.,,...� 19.34052 jI i•�IJJ 1700 THIS $=:� 313,4E3.23 /} 'All 71tn .. ':ct_ l(p.Y �31�� COS:S CO �3:C �•�!9.145,, 1 0 T CSS 1v% 3e:er'LCZ• (see Belay •P.) i I 1�,1 7�0'J _—D-d-my 1+...w� Otdz til! :0 172:8 II.4,131,`-33.27 .�vE. -��:� ua£CLQ ?:CViOL:S ?a�•aeD$ :(See Below - B)� 4,047 323 70 Ga::rac:p; • . Bal;:ace Due N=1 W - Ebr Iardscapi�q a,d ir;igaticn Qtly (Bid Iffire 120 i 121) •A2-:4 ed 3V: i ' �• l6]'Orneiats gf'�,7504,331'.33•frm Prop. Payg!xp 14 i $386,492.37 15ads released 9/1•/81. MEMORANDUM TO: James S. Okazaki , City Attorney FROM: Mary Ann Hanover, City Clerk DATE: November 13, 1981 SUBJECT: Jezowski vs. Clarke Contracting and City of San Juan Capistrano (Ortega Properties Assessment District) Attached is a Summons and Complaint in the above-entitled matter filed by John D. Cochran, Attorney at Law, in conjunction with the Ortega Properties Assessment District. Please let us know how to proceed with this matter. Thank you. 4 '" Enclosure mh cc: City Manager Director of Public Works NAME AND ADDRESS OF ATTORNEY: TELEPHONE NO. FOR QOU T U E ONLY. John D. Cochran 714-972-3098 a 890 Town & Country Rd. , Nov IU 31 1 fUl ATTOHFIEY eAR 9. . .92668 . . . . . . 2424.2.. . .. .. . ATTORNEY FOR(Name): - i' I _ Insert name of court.judicial district or branch court,if any,and Post Office and Street Address: SUPERIOR COURT - COUNTY OF ORANGE 700 Civic Center Drive West Santa Ana, CA 92701 PLAINTIFF. JOHN JE20WSKI, INC. , a California corporation I DEFENDANT: CLARKE CONTRACTING CORPORATION, a California corporation, CITY OF SAN JUAN CAPISTRANO and DOES 1-50, inclusive SUMMONS CASENUM�R�. 6 5 7 7 NOTICEI You have been sued. The court may decide iAVISO! Listed he sido demandado. El tribunal puede against you without your being heard unless you respond decidir contra Lid. stn audiencis a menos qua Ud. to- within 30 days. Read the Information below, sponda dentro de 30 dies. Lea la Informacl6n qua sigue. If you wish to seek the advice of an attorney in this Si Usted desea solicitar el consejo de un abogado an matter, you should do so promptly so that your written este asunto, deberia hacerlo inmediatamente, de Esta response, if any, may be filed on time. manera, su respuesta escrita, si hay alguna, puede ser registrada a tiempo. 1. TO THE DEFENDANT: A civil complaint has been filed by the plaintiff against you. If you wish to defend this lawsuit, you must, within 30 days after this summons is served on you, file with this court a written response to the complaint. Unless you do so, your default will be entered on application of the plaintiff, and this court may enter a judgment against you for the relief demanded in the complaint, which could result in garnishment of wages, taking of money or property or other relief requested in the complaint. DATED: . NOV Q 5 1981 1—F-9— A AR H, Clerk, By _ , Deputy (SEAL) 2. NOTICE TO THE PERSON SERVED: You at rved\ JENNY V. MORENO a. As an individual defendant, b. As the person sued under the fictitious name of: ._ Irv- • . ago R C. u-pn behalf i iz 7 `. / o'i ►� fl Under: _�CCP 416.10(Corporation) U CCI/416.60 (Minor) CCP 416.20(Defunct Corporation) = CCP 416.70(Incompetent) ' . CCP 416.40 (Association or Partnership) = CCP 416.90 (individual) Other: NIN X d. 0 By perso I de11 livery on (Date): ri r3fir A written response must be m the orm prescribed by the California Rulifs of Court It must be filed in this court with the proper filing fee and proof of service of a copy on each plaintiff's attorney and on each plaintiff not represented by an attorney The time when a summons Is deemed served on a party may vary depending on the method of service. For example, see CCP 413 10 through 415.50 The word "complaint" includes cross-complaint, "plaintiff"includes cross-complainant "defendant" includes cross-defendant the singular Includes the plural Form Adopted by Rule 982 (See reveres for Proof of SerJlce) Judicial 1 Revsed ElectivelJanuary 1,1979 SUMMONS CCP 4415 00 12 30, t PROOF OF S, 'ICE (Uc— tIparafe proofof service for each person se ) - 1. 1 served the a. 0 summons = complaint amended summons [�] amended complaint b. On defendant (Name): c. By serving (1) = Defendant (2) = Other(Name and tale or relationship to person served): d. By delivery at = home business (1) Date of: ` (2)Time of: (3) Address e. By mailing (1) Date of. (2) Place of. 2. Manner of service: (Check proper box) a. Personal service. By personally delivering copies. (CCP 415.10) b. Substituted service on corporation, unincorporated association (including partnership), or public entity. By leaving, during usual office hours, copies in the office of the person served with the person who apparently was in charge and thereafter mailing (by first-class mail, postage prepaid) copies to the person served at the place where the copies were left. (CCP 415.20(a)) c. Substituted service on natural person, minor, incompetent, or candidate. By leaving copies at the dwelling house, usual place of abode, or usual place of business of the person served in the presence of a competent member of the household or a person apparently in charge of the office or place of business, at least 18 years of age, who was informed of the general nature of the papers, and thereafter mailing (by first-class mail, postage prepaid) copies to the person served at the place where the copies were left. (CCP 415.20(b)) (Attach separate declaration or affidavit stating acts relied on to establish reasonable diligence in first attempting personal service.) d. [] Mail and acknowledgment service. By mailing (by first-class mail or airmail) copies to the person served, together with two copies of the form of notice and acknowledgment and a return envelope, postage prepaid, addressed to the sender. (CCP 415,30)(Attach completed acknowledgment of receipt.) e. �_] Certified or registered mail service. By mailing to address outside California (by registered or certified airmail with return receipt requested) copies to the person served. (CCP 415.40) (Attach signed return receipt or other evidence of actual delivery to the person served.) f. Other(Specify code section): = Additional page is attached. 3. The notice to the person served (Item 2 on the copy of the summons served) was completed as follows (CCP 412.30, 415.10, and 474). a. As an individual defendant. b. As the person sued under the fictitious name of: c [_] On behalf of.- Under CCP 416.10 (Corporation) [] CCP 416.60 (Minor) CJ Other. CCP 416.20(Defunct corporation) CCP 416.70 (Incompetent) n CCP 416.40(Association or partnership) [] CCP 416.90 (Individual) d. By personal delivery on (Date): 4. At the time of service I was at least 18 years of age and not a party to this action. 5. Fee for service: $ _ 1 6. Person serving e. [] California sheriff, marshal, or constable. a -] Not a registered California process server, f, Name, address and telephone number and b. [.I Registered California process server. if applicable, county of registration and number: c. Employee or independent contractor of a registered California process server. d L] Exempt from registration under Bus. & Prof. Code 22350(b) I declare under penalty of perjury that the foregoing (For California sheriff, marshal or constable use only) is true and correct and that this declaration is executed I certify that,the foregoing is true and correct and that on (Date): at(Place): this certificate is executed on (Date):. California. at(Place): , California. (Signature) (signature) A declaration under penalty of perjury must be signed in California or in a state that authorizes use of a declaration in place of an affidavit; otherwise an affidavit is required (®PACU RMLOW DOR PILING !TAMP MLY) 1 LAW on7CFILED JOHN D. COCMRAN Z A MOI 10N OON OMVON 890 TOWN ANO COUNTRY ROAD 3 DRANO 774) FO NIA &*GO NOV 05 1981 4 5 Attorney !or Plaintiff LEE A. BRANCH, County Clerk 6 By nepu+v 7 8 SUPERIOR COURT OF THE STATE OF CALIFORNIA 9 FOR THE COUNTY OF ORANGE 1 10 11 JOHN JEZOWSKI, INC. , ) NO 866577 12 a California corporation, ) 13 ) COMPLAINT TO ENFORCE STOP Plaintiff, ) NOTICE, BREACH OF CONTRACT 14 ) AND COMMON COUNTS 15 vs. ) 16 CLARKE CONTRACTING CORPORATION, ) 17 a California corporation, CITY ) OF SAN JUAN CAPISTRANO and DOES ) 18 1-50, inclusive, ) 19 ) Defendants . ) 20 ) 21 22 Plaintiff complains of defendants , and each of them, and for 23 cause of action alleges: 24 FIRST CAUSE OF ACTION 25 1 2G At all times herein mentioned, plaintiff was and now is a 27 corporation duly organized and existing pursuant to the laws of the 28 State of California, with its principal place of business in 29 Orange County, California, and doing business in Orange County, 30 California. 31 11 32 At all times herein mentioned, plaintiff was a cement con- 33 tractor, duly licensed by the State of California to do and perform 34 the..work and furnish the materials and labor hereinafter alleged. 35 III 36 Plaintiff is informed and believes and thereon alleges that -1- r r I defendant CLARKE CONTRACTING CORPORATION , is a corporation 2 organized and doing business in and under the laws of the State 3 of California, and authorized to do business and actually doing 4 (business in the County of Orange, California. 5 IV 8 Plaintiff is informed and believes and thereon alleges that 7 defendant CITY OF SAN JUAN CAPISTRANO is a duly formed City in 8 the County of Orange, California under the applicable laws of 9 the State of California. N 10 V 11 That, notwithstanding the specific allegations as to the 12 corporate, associate or partnership capacity of any of the 13 defendants, plaintiff is not aware of the true names and/or 14 capacities, whether individual , corporate, associate or otherwise, 15 of defendants DOES 1 through 50 , inclusive , and therefore sues said 16 defendants by such fictitious names; and leave of court will be 17 asked to amend this complaint to show their true names and/or 18 capacities when the same have been ascertained, together with apt 19 and proper words to charge them. 20 VI 21 Plaintiff is informed and believes and thereon alleges that 22 the defendant CITY OF SAN JUAN CAPISTRANO is, and at all times 23 herein mentioned was the owner of certain land and premises 24 situated in the City of San Juan Capistrano, County of Orange, 25 State of California, commonly known as Ortega Properties. 26 VII 27 That prior to May 9 , 1980 defendant CLARKE CONTRACTING 28 CORPORATION, as original contractor, commenced certain works of 29 improvement on the aforesaid property with the knowledge and consent 30 of said owner pursuant to the terms of a certain contract between 31 the parties under Contract Assessment No. 78-3 . 32 VIII 33 That on May 9 , 1980 , plaintiff entered into a contract with 34 defendant CLARKE CONTRACTING CORPORATION , as contractor , wherein 35 plaintiff agreed to furnish certain concrete work with reference 36 to the works of improvement aforesaid consisting of curbs, gutters, -2- I drive approaches, junction structures and catch basins, That 2 between June 13 , 1980 and April 10 , 1981, inclusive, plaintiff 3 furnished to defendants, directly or through their agents, labor 1. 4 and materials necessary for the completion of the aforesaid concrete 5 work pursuant to the terms of its contract, which were furnished 6 to be used and the same were actually used in, upon and about the 7 construction of the works of improvement above mentioned. After g deducting all payments and credits, there is now due, owing and 9 unpaid the sum of $32 , 959 . 27 together with interest thereon at it 10 the maximum rate allowable under the laws of the State of Calif- 11 ornia from April 10, 1981. 12 IX 13 That prior to the expiration of the period within which a 14 Stop Notice must be served with reference to a public works, as 15 proscribed by Section 3184 of the Civil Code of the State of 16 California and the statutes and such cases made and provided 17 plaintiff did on July 24 , 1981 serve, via certified mail , the 1g efendant CITY OF SAN JUAN CAPISTRANO, County of Orange, California 19 its Stop Notice and verified statement of its claim herein as afore- 20 said, under and by virtue of the applicable provisions of the Civil 21 ode of the State of California, a true copy of said Stop Notice and 22 erified statement and claim of plaintiff being attached hereto as 23 xhibit "A" and by this reference made a part hereof as though 24 fully set forth herein. Plaintiff is informed and believes and 25 herefore alleges that at the time of the filing and service of 26 said Stop Notice and verified statement and claim of plaintiff , as 27 foresaid, there was a sufficient amount of money due from said 28 efendant CITY OF SAN JUAN CAPISTRANO to said defendant CLARKE 29 ONTRACTING CORPORATION, under their contract to answer and pay said 30 -laim of plaintiff and the reasonable costs of litigation thereunder. 31 rhat subsequent to the service of said Stop Notice a payment in the 32 amount of $19, 839.70 was made by defendant CLARKE CONTRACTING COR- 33 PORATION and there is now due and owing pursuant to the terms of 34 aid. •Stop Notice the sum of $32 , 959 . 27 . 35 X 36 That said defendant CITY OF SAN JUAN CAPISTRANO, has failed, -3- i O 1 neglected and refused, and still fails, neglects and refuses to 2 pay to plaintiff the sum of $32 , 959 . 27 out of said funds due 3 defendant CLARKE CONTRACTING CORPORATION, and that the entire 11 4 sum of $32 , 959. 27, plus interest from April 10, 1981 at the max- 5 imuin rate allowable under the laws of the State of California is 6 now due, owing and unpaid from defendant CITY OF SAN JUAN 7 CAPISTRANO. 8 XI 9 That in the preparation and presentation of said Stop Notice 0 10 and verified statement and claim, and in the institution of these 11 proceedings, plaintiff has employed the law firm of John D. 12 Cochran as its attorney, and that the plaintiff is entitled to its 13 reasonable attorney' s fees. 14 XII 15 That plaintiff duly gave its preliminary notice in the manner 16 and to the parties, all as required by Section 3097 of the Civil 17 Code of the State of California. 18 XIII 19 That the defendants above-mentioned, and each of them, have or i 20 claim to have some lien, right , title or interest in or to said 21 funds or some part thereof, which said claim and claims and all of 22 such claims or liens are subject, subsequent and subordinate to 23 the claim of plaintiff, as aforesaid. 24 XIV 25 Plaintiff hereby makes demand upon defendants and each of them 26 to produce at trial all of the original correspondence, notices, 27 statements or memoranda sent or given to defendants by plaintiff 28 or suffer the introduction of secondary evidence thereon as pro- 29 vided by Section 1503 of the California Lvidence Code. 30 AS A SECOND, SEPARATE AND DISTINCT CAUSE OF ACTION 31 against defendant CLARKE CONTRACTING CORPORATION , plaintiff 32 alleges: 33 I 34 . Plaintiff here repleads the allegations of paragraphs 1 , II , 35 III and XIV of the first cause of action and incorporates the same 36 herein by reference as though fully set forth herein. -4- r r 1 II 2 That on or about May 9 , 1980 plaintiff and defendant entered 3 into, a written contract, a copy of which is attached as Exhibit "B" 4 and made a part hereof. In said contract plaintiff was to furnish 5 labor and materials for concrete work consisting of curbs, gutters, 6 drive approaches, junction structures and catch basins , and 7 defendant was to pay to plaintiff therefor the sums set forth in 8 said contract. 9 III �! 10 Plaintiff has performed all conditions, covenants and promises 11 required by it on its part to be performed in accordance with the 12 terms and conditions of the contract with no exceptions. 13 IV 14 On or about May 1, 1981 defendant breached the contract by 15 failing to pay to plaintiff the monies due plaintiff pursuant 16 to the contract. 17 V 18 As a result of defendant' s breach of contract, plaintiff has 19 suffered damage in the sum of $32 , 959 . 27 together with interest 20 thereon at the maximum rate of interest allowable under the laws 21 of the State of California from May 1 , 1981 . 22 VI 23 That said written contract attached hereto as Exhibit "B" 24 provides for attorneys fees to the prevailing party in the event 25 a lawsuit is filed regarding said written contract . That by 26 reason thereof, plaintiff is entitled to its reasonable attorneys 27 fees. 28 AS A THIRD, SEPARATE AND DISTINCT CAUSE OF ACTION against 29 defendant CLARKE CONTRACTING CORPORATION, plaintiff alleges : 30 1 31 Plaintiff here repleads the allegations of paragraphs I , II , 32 III and XIV of the first cause of action and incorporates the same 33 herein by reference as though fully set forth herein. 34 II 35 That within two years last past, in Orange County, Calif- 36 ornia, plaintiff sold and delivered to defendant labor and material -5- 1 for concrete work consisting of curbs, gutters , drive approaches, 2 junction structures and catch basins, of the reasonable value there- 3 of, after applying all payments, credits and offsets, the sum of 4 $32:959. 27 for which defendant agreed to pay plaintiff. 0 111 8 That no part of said sum has been paid, and there is now due, 7 owing and unpaid from said defendant to plaintiff the sum of 8 $32, 959. 27. 9 AS A FOURTH, SEPARATE AND DISTINCT CAUSE OF ACTION against +1 10 defendant CLARKE CONTRACTING CORPORATION, plaintiff alleges : 11 1 12 Plaintiff here repleads the allegations of paragraphs I , 13 11 , I1I and XIV of the first cause of action and incorporates the 14 same herein by reference as though fully set forth herein. 15 11 16 That within the last two years, in the County of Orange, 17 State of California, defendant became indebted to plaintiff on an 18 open book account for money due in the sum of $32 , 959 . 27 for 19 labor and materials for concrete work consisting of curbs, gutters, 20 drive approaches, junction structures and catch basins which 21 were sold and delivered by plaintiff to defendant, at its special 22 instance and request and for which defendant agreed to pay the 23 above sum. 24 III 25 Neither the whole nor any part of the above sum has been 26 paid, although a demand therefor has been made, and there is now 27 due, owing and unpaid the sum of $32 , 959 . 27 with interest thereon 28 at the maximum rate allowable by the laws of the State of Calif- 29 ornia from May 1 , 1981. 30 AS A FIFTH SEPARATE AND DISTINCT CAUSE OF ACTION against 31 defendant CLARKE CONTRACTING CORPORATION, plaintiff alleges: 32 1 33 Plaintiff, here repleads the allegations of paragraphs I , II , 34 II1.' and XIV of the first cause of action and incorporates the same 35 herein by reference as though fully set forth herein. 36 -6- 1 II 2 Within the last two years, in Orange County, California, an 3 account was stated in writing by and between plaintiff and 4 defendant, wherein it was agreed that defendant was indebted to 5 plaintiff in the sum of $32 , 959 . 27. 6 III 7 Neither the whole nor any part of the above sum has been paid, 8 although demand therefor has been made, and there is now due, 9 owing and unpaid the sum of $32,959. 27 with interest thereon at ! 10 the maximum rate allowable by the laws of the State of Calif- 11 ornia from May 1, 1981. 12 WHEREFORE, plaintiff prays for judgment as follows: 13 FIRST CAUSE OF ACTION: 14 1. For the sum of $32 , 959. 27 together with interest 15 thereon at the maximum rate allowable under the laws of the 16 State of California from April 10, 1981; 17 2 . That the interest, if any, of the defendant in the funds 18 being held by defendant CITY OF SAN JUAN CAPISTRANO be declared 19 subordinate to the claim of plaintiff; 20 3 . For reasonable attorney ' s fees; 21 4 . For costs of wuit and for such other and further relief 22 as the court may deem just and proper. 23 SECOND CAUSE OF ACTION: 24 1. For the sum of $32, 959 . 27, together with interest thereon 25 at the maximum rate allowable by the laws of the State of Calif- 26 ornia from May 1 , 1981; 27 2. For attorney ' s fees; 28 3 . For costs of suit and for such other and further relief 29 as the court may deem just and proper. 30 THIRD CAUSE OF ACTION: 31 1. For the sum of $32 , 959. 27; 32 2. For costs of suit and for such other and further relief 33 as the court may deem just and proper. 34 FOURTH CAUSE OF ACTION: 35 1. For the sum of $32 , 959 . 27 , together with interest thereon 36 at the maximum rate allowable by the laws of the State of -7- I California from May 1 , 1981 ; 2 2 . For costs of suit and for such other and further relief 3 as the court may deem just and proper. 4 FIFTH CAUSE OF ACTION: 5 1 . For the sum of $32 , 959 . 27 , together with interest thereon 6 at the maximum rate allowable by the laws of the State of Calif- 7 onria from May 1 , 1981; 8 2 . For costs of suit and for such other and further relief 9 as the court may deem just and proper. 4 10 11 Dated: November 4 , 1981. 12 13 14 JH�N 15 D. COCHF2AN 16torney for Plaintiff 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 -8- r MEMORANDUM TO: James S. Okazaki, City Attorney FROM: Mary Ann Hanover, City Clerk DATE: November 12, 1981 SUBJECT: South Or; a Suppl , Inca, vs. City, et al. Ortega Properties Assessment District) Attached are correspondence, Acknowledgment of Receipt, and Summons and Complaint in the above-entitled matter filed by Daigneault, Abel & Daigneault, Attorneys at Law, in conjunction with the Ortega Properties Assessment District. Please let us know how to proceed with this matter. Thank you. mh cc: City Manager Director of Public Works�- �B LAW OFFICES OF 5743 DAIGNEAULT, Lb ABEL & I)AIIiNEAULT „ . Z;�d.•. DEL AMO EXECUTIVE PLAZA �` f"r f�F• - 3838 CARSON ST., STE. 100 90.3x09 TORRANCE. CALIF. 90503 fi November 6 , "081 1222 CITY OF SAN JUAN CAPISTRANO 2.00 t ortlFrof $ ..... ..: ,. O,and no/100------------------------------------ V.:i DEL AMO AMERICAN[ OFFICE Y BANK 9••O CARSONSTREET TORRANCE.CA CALIFORNIA 90503 %R'336nth Orange Supply vs . Somers, et v0057431'E0I: 1222340971: 555695934,1E San Juan Caplscrano, -:a1..Lzul:ula ATTENTION: Engineering Reference: South Orange Supply, Inc. , etc. vs . City of San Juan Capistrano, etc. , et al. Project Site: Ortega Hwy & Rancho Viejo, San Juan Capistrano, CA. Gentlemen: Enclosed please find our check in the amount of $2.00 to cover the costs for sending us a Notice of Completion or, in the alternative, notification of when the project is completed at the above-referenced site. Thank you for your anticipated cooperation in this matter. Very truly yours , '0A� Glenn T. Litwak GTL/io Enclosure cc: Howard MEMORANDUM TO: James S. Okazaki, City Attorney FROM: Mary Ann Hanover, City Clerk DATE: November 12, 1981 SUBJECT: South Orange Supply, Inc.',' vs. City, et al. (Ortega Properties Assessment District) Attached are correspondence, Acknowledgment of Receipt, and Summons and Complaint in the above-entitled matter filed by Daigneault, Abel & Daigneault, Attorneys at Law, in conjunction with the Ortega Properties Assessment District. Please let us know how to proceed with this matter. Thank you. mh cc: City Manager Director of Public Works A i TL r 4��L✓r� b y � i-J1M Lir LAW OFFICES DAIGNEAULT, ABEL 8 DAIGNEAULT PHILIP DAIGNEAULTDEL AMO EXECUTIVE PLAZA 1� 14T' €PHONE MARLENE ABEL 3836 CARSON STREET, SUITE I00 3 i? Ptik 13�T.0-25'5 TAYLOR DAIGNEAULT Novv ✓ TORRAN CE,CALIFORNIA 90503 v November 6 , 1981 The City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, California Reference: South Orange Supply, Inc. , etc. vs. Jim Somers , etc. ; City of San Juan Capistrano, etc. , et al. Gentlemen: This office has been retained to prosecute on behalf of plaintiff(s) in the above-referenced matter . Enclosed herewith please find a copy of the SUMMONS and COMPLAINT along with a NOTICE AND ACKNOWLEDGMENT OF RECEIPT. In order to avoid unnecessary expenses in serving the summons and complaint you should sign and date the ACKNOWLEDGMENT OF RECEIPT where indicated and return y it to this office in the enclosed envelope provided. You should consult an attorney of your choice or your insurance carrier immediately and furnish them with the summons and complaint as you must file an appearance within thirty (30) days after service or suffer a default . Thank you for your anticipated cooperation. Very truly yours , DAIGNEAULT, ABEL & DAIGNEAULT Glen T. Litwak GTL/io Enclosures LAW OFFICES DAIGNEAULT, ABEL 8 DAIGNEAULT PHILIP DAIGNEAULT DEL AMO EXECUTIVE PLAZA fyyJJ =�T€LEPHONE MARLENE ABEL 3838 CARSON STREET, SUITE 100 +i�* d Id r 1 �R18� 540-2515 TAYLOR DAIGNEAULT GLENN OTWAR TORRANCE,CALIFORNIA 90503 November 5, 1981 The City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, California ATTENTION: Engineering Reference: South. Orange Supply , Inc. , etc. vs . City of San Juan Capistrano, etc. , et al . Project Site: Ortega Hwy & Rancho Viejo, San Juan Capistrano, CA. Gentlemen: Enclosed please find our check in the amount of $2. 00 to cover the costs for sending us a Notice of Completion or, in the alternative, notification of when the project is completed at the above-referenced site. Thank you for your anticipated cooperation in this matter. Very truly yours , Glenn T. Litwak GTL/io Enclosure cc: Howard I Cf �� LAW OFFICES JOHN D. COCHRAN q PROFESSIONAL CORPORATION 690 TOWN AND COUNTRY ROAD :meq n • 4/� JOHN D. COCHRAN ORANGE. CALIFORNIA 92668 �LI � EA CJOG{}�I7In TELEPHONE 972-3096 October 15, 1981 George M. Lohnes, Jr. City Engineer City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, California 92675 Re: Assessment No. 78-3-Ortega Properties John Jezowski, Inc. v. Clarke Contracting Corporation Dear Mr. Lohnes: Subsequent to my forwarding to Mrs. Hanover a partial release of stop notice in the amount of $50 , 445 . 10 , Clarke Contracting Corporation made a payment on the account and there were certain authorized backcharges applied to the account. For this reason, please ignore the prior partial release. The present balance of the account is $32 ,959 . 27 , and the amount of my client' s billing that is in question is the amount of $3 ,335 . 63 . I therefore enclose a partial release of stop notice in the amount of $29, 623 . 64, which is the difference, which monies we are requesting at this time. My original plan was, upon receipt of the monies reducing the stop notice to $3 , 335. 63 , that I would then file the neces- sary complaint to enforce the stop notice in the municipal court and we would, in a fairly short period of time, have an answer as to who is right and who is wrong. Unfor- tunately, I was not aware that you had recorded a notice of completion and that the time had run thereon, in that I did not receive the notice that I requested, pursuant to Civil Code Section 3185, which I had submitted to the City under date of July 24 , 1981 and received by the City on July 27 , 1981. It is my understanding that you will George M. Lohnes, Jr. Page 2 October 15, 1981 have the City Attorney call me concerning this problem. Very truly yours, J'JOHN D. COCHRAN JDC: ss cc: Clarke Contracting Corporation John Jezowski, Inc . P. S. The enclosed partial release in the amount of $29 , 623 . 64 is of no force and effect until such time as we receive that amount. PARTIAL RELEASE OF STOP NOTICE TO: CITY COUNCIL, CITY OF SAN JUAN CAPISTRANO 32400 Paseo Adelanto San Juan Capistrano, California 92675 YOU ARE HEREBY NOTIFIED that the undersigned claimant, JOHN JEZOWSKI , INC. , who heretofore served a Stop Notice on you dated July 24, 1981 , in the amount of $53 , 780 . 73 does herewith acknowledge a partial payment thereof in the sum of $29 , 623 . 64 and that by reason of said partial payment the claim of the stop notice dated July 24 , 1981 is reduced to the amount of $3 ,335 . 63 . Dated: October 15, 1981. JOHN JEZOWSKI, INC. By: % JOHN D. COCHRAN Assistant Secretary 890 Town & Country Road Orange, California 92668 STATE OF CALIFORNIA ) ss COUNTY OF ORANGE ) JOHN D. COCHRAN, being duly sworn, deposes and says: That he is the person who signed the foregoing partial release of stop notice; that he has read the same and knows the contents thereof to be true of his own knowledge, except as to any matters or things that may therein be stated on his information and belief and as to those matters and things he believes it to be true. & 0 JOHN D. COCHRAN Subscribed and sworn to before m� this 15th day of October, 1981. No ary Pdblice in and for s ' County and State OFFICIAL SEAL SUE E. SCHILLING NOTARY PMLIC-CAL.IFORN(A ORANGE COUNTY "r My Comm. Er i", Sa F p..2. 1985 C?/l� l�,j!/l! �ll�7ll (�ifJl�lllld(i- {' X2400 FASEO AOELANTO SAN JUAN CAPISTRANO.CALIFORNIA 92675 PHONE 493-1171 October 13, 1981 Clarke Contracting Corporation P.O. Box 5664 Compton, California 90220 Re: Assessment District 78-3 - Approval of Change Order No. 8 and Progress Payment No. 14 Gentlemen: At their meeting of October 6 , 1981, the City Council approved Change Order No. 8 in the amount of $85 , 201. 37 payable by the Assessment District, approved a 30-day extension of time for project completion, and authorized the issuance of progress payment 14 . Very tr uly yours, N NOVER, CMC City Clerk mh cc: Director of Public Works CLARKE CONTRACTING CORPORATION 1218 S . Alameda St . GENERAL ENGINEERING CONTRACTOR (213) 537-6470 Compton, California 90220 License No. 325884 P O Box 5664 Compton. California 90244 September 14 , 1981 City of San Juan Capistrano 32400 Paso Adelanto San Juan Capistrano , CA 92675 Attn: Mr . Smokey Lohnes i j Ref: Assessment Dist. 78-3 (Ortega Properties) Subj : Change Order 18 Correction (C.A.M.W. C. 1) Dear Sir: 1 We have a correction to the above change order in ` reference to Capistrano Acres Mutual Water Company costs incurred during construction, damage to property and requirements to purchasewater. iWe agreed, at the meeting in City Hall , that Clarke was responsible for $2 ,489. 49 of damages . Your change order j reflects the original claimed amount by the water company, t $5 , 147 . 63. We should receive the money in Change Order 88 , and a credit of $2 ,658. 14 in future Change Order #9. Please review the breakdown of cost which recaps the meeting we had in the council chambers . Thank you. Very truly yours , CLARKE CONTRACTING CORP. � 2f 7 Miehael S. Clarke Project Manager 9 4 MSC/at ti i I "c1.A��11L c NTRACTING c�oi� `u��A�riON 1218 S. Alameda St . GENERAL ENGINEERING CONTRACTOR (213) 537-6470 Compton, California 90220 License No. 325884 P.O. Box 5664 Compton, California 90244 Requirements to Purchase Water Total charges to purchase water $4 ,402 . 67 Water company' s normal cost $3 , 316. 93 Charges Clarke is responsible for $1 ,085 . 74 Pumps & Motors Cost to store pumps 50% of $1 , 017 .50 $508. 75 (Agreed to split cost) Fence Damages 400 ' of Chain link fence (Returned 9/2/81 Ray the Foreman) 40 Each of 8 ' Railroad ties $500. 00 10 ' Gates $395. 00 i Corrected amount to be charges to $2 ,489. 49 Clarke Contracting Corp. Credit to be applied to Change Order #9 (To Clarke) Change Order #8 $5 ,147. 63 This Correction $2 ,489. 49 i Change Order #9 $2,658. 14 I f I u t F h MEMORANDUM TO: James Okazaki, City Attorney FROM: Mary Ann Hanover, City Clerk DATE: September 28 , 1981 SUBJECT: Ortega Properties - Assessment District 78-3 Stop Notices Attached are the following documents: 1. Letter and partial release of Stop Notice from John D. Cochran filed on behalf of John Jezowski, Inc. 2. Stop Notice filed by South Orange Supply, Inc. 3. Copy of Resolution No. 81-9-1-1. 4. Copy of Notice of Completion. The Notice of Completion was recorded on September 8 , 1981, therefore, the funds would normally be released on October 13, 1981. However, due to the receipt of the Stop Notices, your opinion is needed as to release of those funds to Clarke. Contracting. MAH:ld cc: Director of Administrative Services City Engineer Attachments LAW OFFICES JOHN D. COCHRAN �_i�"' "J��l RRorEs sio Nu.L coRPORAnoN ��' .� 890 TOWN AND COUNTRY ROAD .� JOHN o. COCHRAN ORANGE. CALIFORNIA 92668 AREA CODE 714 TELEPHONE 972-3098 September 21, 1981 Mrs. Hanover City Council City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, California 92675 Re: Assessment No. 78-3-Ortega Properties John Jezowski, Inc. v. Clarke Contracting Corporation Dear Mrs. Hanover: Enclosed herewith please find the original of an acknowledgement of a partial payment of stop notice which is pursuant to my telephone conference with your City Engineer. You are authorized to use this partial release of stop notice when you have for- warded to me your check in the amount of $50 ,445 .10 made pay- able to John Jezowski, Inc. If you have any questions, please do not hesitate to give me a call. Very truly yours, J�HN D. CHRAN 1 i JDC: ss Enclosure cn rn iT _ C: N ;TI C i1 ' - LAW OFFICES JOHN D. COCHRAN P EC F IVF DI A PROFESSIONAL CORPORATION II.. 890 TOWN AND COUNTRY RO ry(� �q JOHN O, COCHRAN �SJUL / 1.5 ORANGE, CALIFORNIA 9266 0 AREA cooE na TELEPHONE 972-3098 i. July 24 , 1981 Mrs . Hanover City Council City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, California 92675 Re: Assessment No. 78-3-Ortega Properties John Jezowski, Inc . v. Clarke Contracting Corporation Dear Mrs. Hanover: Enclosed please find the original of a Stop Notice served upon you on hehalf of my client John Jezowski, Inc . with reference to monies owed it by Clarke Contracting Corporation as more specifically set forth in said Stop Notice. In addition thereto, I enclose a Notice of Request Pursuant to Civil Code Section 3185 , together with my check in the amount of $2 . 00 made payable to the City of San Juan Capistrano. If you have any questions, please do not hesitate to give me a call . Ve'try truly yours, N OH COCHRAN JDC: ss Enclosures CERTIFIED RETURN RECEIPT REQUESTED J 'L 1 0 32400 PA5EO ADELANTO SAN JUAN CAPISTRANO.CALIFORNIA 92675 PHONE 493.1171 July 23 , 1981 Clarke Contracting Corporation P. O. Box 5664 Compton, California 90244 Re: Approval of Change Order No. 7 , Progress Payment 13 , Ortega Properties Gentlemen: At their meeting of July 21, 1981, the City Council took action to approve Change Order No. 7 , for a contract increase of $19 ,886 . 96 . The Change Order, for Ortega Properties Assessment District 78-3 also approves Progress Payment 13 and a time extension of 30 days. If you have any questions, please do not hesitate to give me a call. Very truly yours, MARY ANN HANOVER, CMC MAH:ol Enclosure (Change Order No. 7 copy) cc: Ortega Properties Director of Public Works 32400 PASEO ADELANTO SAN JUAN CAPISTRANO.CALIFORNIA 92675 PHONE 493-1171 ' June 9 , 1981 Clarke Contracting Corporation P. O. Box 5664 Compton, California 90244 Re: Approval of Change Order No . 6 , Ortega Properties , Assessment District 78-3 Gentlemen: At their meeting of June 2 , 1981, the City Council took action to approve Change Order No. 6 , Assessment District No. 78-3, in the amount of $13, 608 . 73 . The Change Order includes numerous activities ranging from the installation of seven laterals requested by the property owners to repair of utilities not noted on the plans and broken during construction. I£ you need additional information, please to not hesitate to give me a call . Very truly yours, MARY ANN HANOVER? CMC City Clerk MAH:ol cc: Ortega Properties , Jon Pugh Director of Public Works Administrative Services CAL1 URIMA PR EtIMMARY 14C . IN 4CCORjypNCE WITH SECTION 3?&ND 3090. CALIFORNIIWIL CODE YOU ARE HEREBY NOTIFIED THAT . . . Don' s Vholesale Nursery. Inc. (name and address of person or firm-sender) CONSTRUCTION LENDER or Reputed Construction Lender, if any -- 828 S.western Ave.- - Anahil Calif. 92804 -. v 's .gt £ a it Voa '41 has rialsfurnished or will furnish labor, services, equipment or materials o1 the following gener 2l desa 1ph on: at t " •�� s tree and shrubs (general description of the labor,services,equipment or 1.�� •;�� ,� ( � ``}} ;� f*. � ,( ' k k ry of material tarnished or to be furnished) CA 1); '� � .1�-' for the building, structure or other work of improvement located at: FOLD HERE Ortega O ( s Or criptwn to site C3ty'Tof San Tuan (ani ¢trann sufficient for identification) W . N The name of the person or film who contracted for the PUT- chase of such labor, services, equipment or materials: OWNER or PUBLIC AGENCY Eor Reputed Owner (on public work) NOTICE TO PROPERTY OWNER (On private work) If bins are not paid in full for the labor,services,equipment, Ror materials furnished or to be furnished, a mechanic's lien leading to the loss,through court foreclosure proceedings,of all or part of your property being so improved may be placed 1 against the property even though you have paid your con- City of San Juan Capistrano tractor in full. You may wish to protect yourself against this consequence by (1) requiring your contractor to furnish a signed release by the parson or firm giving you this notice be- 32400 Paseo Adelanto C fore making payment to your contractor or (2) any other metrrZ or device which is appropriate under the circumstances. San Juan Capdtstrano, Calif. The person or firm giving this notice is required,pursuant to a O collective bargaining agreement, to pay supplemental fringe L J benefits into an express trust fund (described in Civil Code 43111). Said fund is identified as follows: P FOLD HERE (name) Y (address) (name) (address) (Name) ORIGINAL CONTRACTOR or (address) Reputed Contractor, if any Mailed t>1I te: + 'S Isr "Itq #.�' ' X signature)a� Itlt le) 3 IF f i ( Recipient lender should complete and return a photocopy of entire page to sender: Wolcott's Form 1510Q(Quadru li ate). Rev. 5/713 f - - ��! �'JTr Ot _AN I OA I. I A h G I4.:Ji.i,CAUL PNCNE 493-11]1 May 26 , 1981 Clarke Contracting Corporation P. O. Box 5664 Compton, California 90244 Re: Request for Release of Funds, Assessment District 78-3 , Ortega Properties Gentlemen: At their meeting of May 19 , 1981, the City Council took action and directed staff to prepare a Notice of Completion for all public improvements except traffic signals, landscaping, and water system for Council approval. You will receive copies of the staff report and agenda prior to that meeting. If you have any questions, please do not hesitate to give me a call. Very truly �yours, MARY ANN HAN ER, CMC City Clerk MAH:ol cc: Director of Public Works Phone 4931515 . Mailing Address: Post Office Box 967 San Juan nCapistrano,CA 92693 ORANGE COUNTY WATER WORKS DISTRICT NO. 4 cf- JAMES S.MOCALIS, General Manager 31301 ANDRES PICO ROAD SAN JUAN CAPISTRANO,CALIFORNIA 92675 7 S C)�' May 19 , 1981 Mr. William D. Murphy, Director of Public Works City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, California 92675 Re: Assessment District 78-3 Dear Mr. Murphy: Clarke Contracting Corporation has requested that the City process a Notice of Completion for work completed to date on the subject assess- ment district. On the City Council agenda for May 19 , 1981 , there is the following recommendation: "By motion, direct the City Engineer to provide a Notice of Completion for all public improvements within Assessment District 78-3, exclusive of traffic signals and landscaping for City Council approval; and direct the City Engineer to prepare final Notice of Completion upon completion of the landscaping and traffic signals. " The City is acting as Agent for Orange County Water Works District No. 4 with respect to the installation of the water lines and appurtenant structures. You are hereby notified that Clarke Contracting Corporation was responsible for three separate water breaks during construction, and has failed to reimburse the District for $1 ,500. 00 in District costs . You are requested to amend the above cited recommendation to the City Council to read as follows: "By motion, direct the City Engineer to provide a Notice of Completion for all public improvements within Assessment District 78-3, exclusive of traffic signals , landscaping, and water systems for City Council approval; and direct the City Engineer to prepare final Notice of Completion upon completion of the landscaping, traffic signals , and water system. " Very truly yours, James S. Mocalis General Manager JSM:ch �1�� tJ�;y/l/l ;�lllLll ��t�iylGlll� • , 32400 PASEO AOELA NTO SAN JUAN CAPISTRANO.CALIFORNIA 92675 a � J \!'HONE 493-1171 r January 26, 1981 Clarke Contracting Corporation 1934 Gladwick Compton, California 90220 Re: Change Order No. 5 - Traffic Signal and Water Services, Assessment District 78-3 , Ortega Properties Gentlemen: At their meeting of January 20, 1981, the City Council ' took action to approve Change Order No. 5, Assessment District No. 78-3, due to design changes, delays and increased costs. The increases are in the amount of $15, 246 . 89 for water services and $23, 448. 50 for traffic signalization, for a total change order increase of $38, 695. 39 . A copy of the change order is enclosed for your files. If you need additional information, please do not hesitate to call. Very truly yours, MARY ANN NOVER, CMC City Clerk MAH/cdc cc: Jon Pugh Walt Hamilton F. Mackenzie Brown Director of Public Works ORTEGA PROPiiRTIES One Orool.holluw Drive,Santa Ana,California 92705 December 18, 1980 1 City of San Juan Capistrano 32400 Paseo Adelanto !j San Juan Capistrano, CA 92675 ! Attention: Mr. Ceorge Alzerez Acting City Engineer i I I Reference: Assessment District 78-3 (Ortega Property) Water Laterals Service This letter will authorize the City of San Juan Capistrano to authorize the Clarke Contracting Corporation to install within the city street water service laterals as Per approved plans to the parcels listed below as shown :within Parcel Map 79-856, Book 143, Page 1 which was recorded 7th February, 1980. i 1 Ortega Properties hereby grants permission to the City of San Juan Capistrano I to deduct the amount shown below from the Assessment District contingency fund and also agrees that if the said contingency fund fails to be adequate that any remaining monies due will be paid in favor of the Assessment District upon demand. The sum of Ten thousand four hundred ninety-six and 89/00 dollars ($10,496.39) will be shared equally to the following parcels: 17 through 45 and Lot "G". The sum of Two thousand five hundred dollars ($2,500.00) for one fire hydrant line to Parcel 39. In addition to the above, a product of slury will be required to back fill all trenches on a equal share basis q per parcel. The estimated amount is approximately 45 cubic yards at a unit price of Fiftv dollars ($50.00) per cubic yard. This total amount to be determined by approved tickets indicating total yardage required. I I wish to thank the City of San Juan Capistrano for the concern which has been shown in this matter. ORTEGA PROP FRT I]?S, a California feneral Parcnershio By: BO�C41iER, INC. , Its GO oral Partno�r Jrtes R. Knapp ttornry-in-fact 4 cc: Waller llond 1 ton MUELLEK Viultn D15T5ICT ORTEGA WATER ' METER6 N�UM�ER METER 1�ETER MANIFOLD MAIN LOCATION CLOT) TRENCH N5 51ZE 61ZE LENGTH DETAIL SIZE 28-29 I 2 5/5„ 7' 46 ' I ! B 2" 30-31-45 1 4 1 -1y2" 3-5/e" 7' I„ 32-44 I 2 33-43 I 3 2-Vd' 1-I%2" 7' G Z., I 3 3-5/0° 7' 0 1%i 4 34-35-42 " �6-37-41 I I-I'/i' 3-5/a" 7; B �. 38-40 1 22- ; 7 I I-I/2 55' 27 Z9-26 I 2 2 2- I/2. - 22 i i 2-I'la" 28 IYx" 20 I-IYZ" 10-19 I 2 EQUESTRIAN CEluTER I 2 2- I'/z 8" IRE HYDRANT f8 T E • COOK/ PARK I I -II�2,. 130 I I I I=tt - I'li'. ME-TE-R TUBING —TUBING FOR SERVICE LATERALS CHLORINATION A65EM5LIE5 OR AIR AND VACUUM RELEAhE j SIZ[_ 1VIDTu LENGTu VALVE CONNECTIONS SHALL BE TYPE OW' /5 -9 9 //Z" /6 " COPPER, CORPORATION STOP AND ANGLE " METER 5TDF9 TO BE COMPREh510N ON FLARED /3" 24 FITTINGSt# COMPREh510N FITTINGS PREFERRED NO hOLDERED CONNEGT10N9 UNDER THE NOT I= /' BAC-Tu/f-&N mE-Tf-R boxf-s. STREET. MANIFOL96 GAN BE hOLDERED. ' TO BE TENTED AT FOR Q HDUM, 1 32400 PASEO ADELANTO SAN JUAN CAPISTR ANO.CALIFORNIA 92675 S "P PHONE 493.1171 \a November 12, 1980 Clarke Contracting Company 1934 Gladwick Street Compton, California 90244 Re: Change Order No. 3 - Assessment District 78-3 (Ortega Properties) Gentlemen: At their meeting of November 5, 1980, the City Council took action to approve Change Order No. 3 , Assessment District No . 78-3 , in the amount of $8 , 531 . 84 . The change order includes a variety of items necessitated by utility conflicts and other difficulties. If you need additional information, please do not hesitate to call. Very truly yours, (MRS) MARY ANN HANOVER, CMC City Clerk MAH/cj cc: Jon Pugh Walt Hamilton F. Mackenzie Brown Director of Public Works 32400 PASF.O AOELANTO SAN JUAN CAPISTRANO.CALIFORNIA 92675 P` 0NL 493-1171 • f July 7, 1980 Mr. Mike Clarke Clarke Contracting Corporation 1934 Gladwick Street Compton, California ' 90220 Subject: Horno Creek Low Flow Extension - Assessment District 78-3 Dear Mike: I have enclosed three sets of plans for the Horno Creek Low Flow Extension. I have also enclosed a copy of the sections used by the engineer in determining the volume of excavation. We need your bid for construction as soon as possible. The proposed channel is to be a natural riparian waterway, so the intent is to grade the channel, place landscaping and irrigate the planting only until established. We are arranging for rental irrigation equipment and a water service from Orange County Water- works District No. 4. Mark Gibson of this office will give you the details necessary for you to provide a bid for this work. I will be available at your convenience to discuss this project. Yours very truly, CIITY OF SAN JUAN C/APISTRANO Ell r[Gti(L�6/4 ( CANS HtNV 12421VIXbti 7-7-40, Geo ge M. Lohnes , Jr. City Engineer GML,Jr/pis Enclosures B I D Horno Creek Low Flow Extension Item Quantity Unit Cost Total Cost n 00 1. Landscaping per plan 1 L.S. $ O 2. Irrigation per plan and2 eo City Engineer direction 1 L.S. $ 3L00 a 3. Channel excavation per 00 00 plan 13,235 C.Y. $ 2 /C.Y. $ 2 GJ +70 00 4. Diversion weir per plan 1 L.S. $ /0, 000 5. Rip-rap pipe outlet per plan 1 L.S. $ 3's-00 - 6. Rip-rap stabilizer per 00 60 plan 2 $ 2000 `/Ea. $4DOO ' 7. 36" R.C.P. (1750D) per o0 00 plan 116 L.F. $ t7� / — L.F. $ 43236 7A. 42" C.M.P. per plan 116 L.F. $ / /L.F. $ $ ' 2 00 C7 / Ov (Items 1 through 7) TOTAL BID $ ( 2e1� /0(0 / ov C.M.P. Alternate (Items 1 through 6 plus 7A. ) TOTAL BID $ 2 , , -4 NOTES: 1) Work shall conform to specifications and provisions of existing contract. 2) Plant establishment period shall be ninety days. 3) Steven B. Kimple, Assistant Wildlife Manager - Biologist for the Department of Fish and Game, 496-7283, shall inspect work with City Inspector. 4) Construction must be completed prior to October 15, 1980 and conform to Agreement between City and Department of Fish and Game.Submitted by ' Notification No._�I - THP No. AGREEMENT REGARl . C PROPOSED STREAM OR L:0 ALTERATION TIIIS ACIIE'EMENT, entered into between the State of California, Department of Fish and Came, !hereinafter called the Department, :md :._ L !_ l•_=a_��= :�1 >`� w of ___ _, State of __-_C_' rozzlia hereinafter called the operator, is as follcm WHEREAS, pursuant to Section __iuvl of California Nish and Game Code, the operator, on the _-_ " _ day of __"'- --__—, 19__'_. uotificd the Dcpattmcut that Lc intends to substtultially divert or ohstrurl the nahu'al How of, or suhg1I?Ihalk cNill"e the bed. channel, or bank of, or use material from the streambcd of, the following water: —_ '� --� in the County of Sunk of Califonli,i, S NVIIBREAS, The De):Irt)nent (represented by_ 2tevo 1==:21', -_ has made an inspection of subject arca Oil the _u ____- day of _I_3rch_---___-___._-__`_, 19- O__, and) has determined that such oporulious nary substantially aelec:'sek' affect edstin,ll fish and )cildlifc resourceS including: TIIEBEA:011E, the Department hrreby proposes measures to pioteet fish and wildlife Burin; the operators work. 1'he o )eralor hereby a^Ires to accept the follosying recommendations as part of his lyork: Numbers from the list of recommendations on the back of this page and the follotying special recommendations: 1. All .cork in or near the strean) or lake shall be confined to the period Arri1 119EC to Odtober 1jt 2.,_%lle it, ghc.11 ac:y=ira lrad for rt ch,- iel and en3�.rC thro;.n zon:uif� that tt_eccuulol ghn-U r- a n as n _t_ral open space. ,i,111 en ^^ tl,r' di.lrrglnn_cli nndto be ccnstr_etca zdiecent to ;,:_n �/=�1£,U,�rcuur d b illd n A .,oci tC-3- s_ 1a.__Th- clinmol iraet C�jwc-ity__ li iL1 ua ut leG:si 1�J cist cx,io _ Ir ^t 1'n C'1.1. 4l_Cv=S1. C?L7^:ill"�1� -_l�t}1�1,C (•��11��',^�C lOYl OI t'fl_e u0� C,].'v C;Y:. l:le (:n^i:,1� e.,.,.)trC�. on� :'.i1{_I :i1.i7t,:,7•';]^.i'. 2.1�t>=e.ull rv_7y 7.--��C LI1dC.��:7.'�J_,�:_3 &,r 'lo n,}vI l,l (.9 ,u h"lttacl moat for COntillaat'loll of 73poe._l 1i.;C01:1.]e.:lCwti0il':1 If the operalor's %yolk chmgf•s front that stated in Ole notification specified above, this agreement is no longer valid and a ale%N' notifiCMion shall ho submitted to the DL'paruncnt of Fish and Came. Failure to comply with�the pro)'hionS ('f this X!,Womrul ;utd with other pertinent Code Sections, including but not limited to Dish and harry Codc Srction. 56-,U, -)Mi2 and .391',, mai icsolt in prosccutiou. Nothing in this xneonxvnl :ulthorives the operator to trespass on any land or property, nor (Ices it relieve lbe operator of roy)(4110,ility for compli:mco syith :y)pdicablr federal, slate, or local lases or ordinances. A con- wnun.a, ,l a,l, , nolo( dc" nut ueo,„,oil f mistitnl, lit pal till, ut .1I 1'i�h ,ind C.mlc endorsenu'nt of thc, proposed oprl.dinn. ul .i"Ilw lir Drp.olul"111% ruur'n n-m r with pyramin% required from olhrr aGcrides. P••+.n Thk ,m,lrrul, lit N (mil. . ,-If: ,iiyr on and tormiruucs - . ,. ., .. �1... —. .___.. - ;�� •. . I I I UcP:trlmrnl 7erUre.erl{eti�a / I'%, fL• , " L, G Li.'ln: L i '_41/ ,Ill!`. w 1 Orr,:mii:flioni il} f �nlv l!/.'! ;nt,C//Y: h(J'. Drparhnent of Fish and Came, State of California D.,1,• rh/ Y 1 )w1 fl DSte .J .4 jz' -- 2)�—� - • If fmprrliou 4cus uul mala, rrms out words wilLin pan•ulhexes. FG IOGO (nm>af I— RECOMMENDATIONS I. 1)I,I.nh.I111 or 1.'11111\.11 of \egg Ldiin1 ,hall not cacecd s:r) to Ionslrnet harriclS or fills. If work in till, lake the minimum necessary to complete operations. The is umtyoidahlc, it curtain c•nc•lo.cure to prcycnt siltation disturbed portions of an% snranl cll.mncl or lake mar- of !he• lake hcvmnl lilt, inunediatc• \york!ng arca shall gin %%l.in Ili. 1i•,h %%a6 r 111.111, of the sUr,on or Luke Io. imtnllcd. The eu1!nsnro amt ;111\ supportive nulterial shall he restored to as near their original condition as shall be removed schen the work is completed. po%sihle. 14. Silt settling hasins shall he located a\%a , from the stream- ?. Nestoralion shall iminde 1111• roycgolation of stripped or lake to pm%cnt di,rolotrd, silt-hearing x%atcr from or exposed areas. reaching file stream or lake. :i. Binh, Iipi'tp. or otIll a en.,io11 prolrelill u 01.111 be pLuccd Li. Prcp.0:ikon shall he made so that runoff horn steep, ill meas whore %(gctttion cannot reasonably he expected caodible surfaces \%ill bc• diverted into stable areas with to become rcostablishc.d, little erosion potential. Frequent water checks shall be -I. hnsh11i.ltimt of bridges, culverts, or other structures shall placed on dirt roads, cat tracks, or other work trails to contiol erosion. be such that \Nater Ilow is not impaired and upstream or dim usln•:uu passage of fish is assured at all times. 16. \\-ash water cmttaiuing mud or silt from aggre"ate wash- Ilotlons of tom11xnary culverts \ball he placed :d or ing w or other operations shall not be allocd`to enter a b(•lo\v strrun J1.111ncl grade. Bottoms of permanent lake or flowing streams. eulyorh sb,ull he plucr(1 bolos% Stream chauncl grade. 17. a) A silt catcfmtent basin shall be constructed across 5. Plans for (lcsign of concrete sills and other features the stream ininic(liately below the project site This that could potentially imlvdi, fish migrations must be catcbnx•nt basin shall be constructed of gravel \%hick approved by Department eugnncers, is free from nasal or silt. b) Upon completion of the project and after all flowing G. \lht,u d(q 11:111 (any artificial obstruction) is being water in the arca is clear of turbidity, the grovel along constnrelc•d, maintained, or placed in operation, su(fi- with the trapped sediment shall be removed from the cient water shall at all times be allowed to pass clown- stream. ' stream to maintain fisblife bolus% the clam. 7. An adequate fish passage facility must be incorporated 1S. If operations require moving of equipment across a flowing stream, such operations shall be c•oncluetecl into :un• hairier that obstructs fish passage. without substantially increasing stream turbidity. For ne m S. Ateporary m da (;u)y artificial obstruction) can- rcpcatcd crossings, the oput cror Shull install a bridge. stiveted SILAt caul\ he built from material such as clean cuh(-it, or rock-fill crossing as specified ill commentss gravel which will-cause little or no siltation, below. J. Ko equipment \%ill be operated in live stream channels. 10. If a stream channel has been altered during the opera- tions, li.11iipnnul slr.(1I nal he oper;ded in the stream (h:unlels tions, its low flow channel shall be returned as nearly us possible to its natural stall, without creating it posOil)le of 11(mim; li\c strc:mu except as mil) be ne•ccssary to future bank erosion problem, or a flat wide citannul or mnstruct crossings or barriers and fills at channel sluice-like arca. If it lake nnargin has 1wen altered, it ehall",cs. shall be returned as nearly as possib:c to its natural .11. \\h%v suurk ill a flo\%ing slrcaut is unavoidable, the state without creating a future bank erosion problem. ouliie slic:nnflow shall 1t, diverted around the work The gradient of the streamhed or Luke margin shall be area h% a harrier. Ivnq%oery %Byer, and/m' a now as nearly as possible the same gradient as existed prior eh.ulm I . . p. 1.11 .,I Il rnliMI111 upslrc;mt amt du\\n- Io di,lurh:mcc. stream fish mo%onu•nt. Construction of the barrier 20. Structures and associated materials not designed to and/or the nese elmlowl shall nnrnctlh' begin fn the withstand high seasonal floss shall be removed to areas (1o\%usll.,un it, 'I •old ..n.lilloue in ;111 opstic:.m dire%•- abo%c the 1Ligli water mark before such flows occur. limn, :lid ill(, flow shall be (IM-Ited only when cut- °l. No (1ohlis. soil, sill, sand, hark, slash, u\%dnst, rnh- ,tn1� lig 1, ,�f Il„ (1iv'm I .1 1III, it(h.qu to t ol. l hank high, n uncut or cuncrcto or washings thereof, oil or sc I..0 n% t o.ni flo1 lit l i..t eh.111 h. udcnuan l anksreN or nelrolcum products or other organic or earthen material srrpagl, into or from d1r \%ark arra. (:b:uutcl hanky m• barrict:s shall out hr made of e:uth or other substances vont any logging, construction, or associated activity snhjerl twerosion nnle,s firo t,nclo,t,d h% sheet pilin". of whatever nature shall he allowed to enter into or 111. 1. 1i1.1 .p 111 N1or I n 116 . l to n, .a 11 I .i .1 'I I... 1...-1, ,111 plarrd IN It, ry it 111.1% hr \%a,hrtl hn % rainf.dl or rnnff and the auppurli%o m.rtorial 01:111 he removed when into, \%,tors All the State. \\hen oerations :ore eom- - if., \%. II i. , Ia.n,L !, .1 .iml til.• it ntm.of Ib.111 uorinull\. plele(1. Im rxela, uwlerigls or 11161 Is sh::ll hr rinw%ed pt'o%t,rd Irnnt dm%n,lrram in ❑n opslroam dirr•rtinn. from the work area. No rubbish shall be deposited \%ilhin I"dt I.•. 1 of the hig!1 \%atrr marl. of any strc:un II'. till),11.11 It II\ ,I 111 I olrnshal%le11 of not wrodilOv or lake. 111 it. 1i.J. ,un.l •1. 111 I ,• i. 1111\1(1 irnlw Ili..l. h ..pun \%ark .+\ '1 ht-. opt will notify the Dl, \u'lurent of Fish and vunlpLl ion. _-. ! 1 (:;oar of tit,- (1.111 nl Ionuuenoome Ill of op, nd iml, ;tnd Li. I:.Iugnn. nl ,11.111 ur.f 111 opt r.ded in IIIc lake or its flit, dale of eonq%Iolion of opelalions at Icast fi%o clays m.ru;in excrpl dnrim; excavation and as may he livers- prior to with completion. nay..foo .....ouwo G)r ocf $1AI: Or Ch:1EORWA—RESOURCES AGENCY AOLEDMUND G. BROWN 1R., Governor DEPARTMENT CF FISH AND GAJr RECEIVED •.2, 350 Golden Shore } Iang TD_ach, CA 90802 Mr, �a (21.3) 590--5u3 Y 7 1U 43 !!u 'B0 C!T"r OF Notification No. V-80-78 S 4 N J 1 N G. Inhnes, City ZnZineer City of San Juan Capistrano 32100 Paso Adelanto San Juan Capistrano, CA Enclosed are four copies of an agreement containing our recommendations for your proposed work as required by Fish and Game Code Sections 1601 or 1603. These have been signed by the authorized Departmental representative. If you agree to incorporate these measures into your project, please siri in the appropriate space on each copy, return all copies except the yellow copy to our office, retain the yellow .copy for your files. If you do not agree to these measures, then you may not begin operations until the differences have been resolved as specified in the Fish and Game Code. According to the Fish and Gamo Code, your response must be returned to our office within 14 days, unless this period has been extended by mutual agreement. Sincerely, / Fred A. Worthley Jr. Regional Manager Region 5 Fhel. 32300 PASEO ADELANTO SAN JUAN CAPISTRANO.CALIFORNIA 92675 PHONE 993-1171 ti September 5, 1980 Clarke Contracting Corporation 1934 Gladwick Street Compton, California 90220 Re: Change Order No. 1, Assessment District No. 78-3 Gentlemen: At their meeting of September 3, 1980, the City Council approved Change Order No. 1, an increase of $6, 018 . 46 for job changes. A copy of the Change Order is enclosed for your files. If you have any questions, or need additional information, please do not hesitate to call. '- Very truly yours, (MRS) MAR AN�OVER, CMC City Clerk MAH/cdc Enclosure cc: Director of Public Works Director of Administrative Services • o/C ARMSTRONG/ROBITAILLE INSURANCE SERVICES MAY D#4 � 14181 YORBA ST, SUITE 101 TUSTIN. CA 92680 (714) 730-1201 May 16, 1980 Mr. George Lohnes CITY OF SAN JUAN CAPISTRANO 32400 Paseo Adelanto San Juan Capistrano, CA. 92675 Dear Mr. Lohnes, Regarding the Certificate of Insurance including the named additionalinsured wording that we issued on behalf of Clarke Contracting Corporation, please be advised that these limits exceed those required in your specifications and contract. Our policy provides up to $500,000.00 for bodily injury and property damage liability under Policy No. CCP 004 72 9414 through American Casualty Company. Further, we have pro- vided an additional $2,000,000.00 liability for bodily injury and property damage through Policy No. AU 5000 121 issued by Allianz Insurance Company. These policies provide a combined limit of liability of $2,500,000.00 for bodily injury and/or property damage. This exceeds your requirements by $1,000,000.00. Please call if there are any questions or comments. Sincerely, ARMSTRONG/ROBITAILLE Frank Robitaille, CPCU FR/eh cc: Mr. John Clarke �� ..4. ENDORSEMENT Allianz . RECEIVE® ADDITIONAL INSURED 3 f DY t80 Myi()p TI IT IS UNDERSTOOD AND AGREED THAT THE FOLLOL7 SlA ftAED AS AN ADDITIONAL INSURED , SOLELY , HOWEVER, WITH RESPECT TO THEIR INTEREST IN ACTIVITIES CONDUCTED BY THE NAMED INSURED, BUT ONLY TO THE EXTENT THAT COVERAGE IS PROVIDED BY THE UNDERLYING INSURANCE : CITY OF SAN JUAN CAPISTRANO 32400 PASEO ADELANTO SAN JUAN CAPISTRANO , CALIFORNIA 92675 IT IS FURTHER UNDERSTOOD AND AGREED THAT THE INCLUSION OF THE ADDITIONAL INSURED DOES NOT OPERATE IN ANY WAY TO INCREASE THE COMPANY ' S LIMIT OF LIABILITY HEREUNDER. All other terms and conditions of this Policy remain unchanged. (The information below is required to be completed only when this endorsement is issued subsequent to the policy effective date.) Effective MAY 1 , 1980 this endorsement forms part of Policy Number AU 5000121 of ALLIANZ UNDERWRITERS , INC . Issued to CLARKE CONSTRUCTION CO . , ET AL Endorsement No. 9 . BB/RG/dhh 5/15/80 ,Gv. AUTHORIZED REPRESENTATIVE A.U.I. 0-0010(1/79) CXQfd® RAIN NAME 4.141) ADDRESS OF AGENCY ARMSTRONG/ROBITAILLE INSURANCE SERVICES COMPANIES AFFORDING COVERAGES 14181 Yorba St. Ste. 101 COMPANY Tustin, CA 92680 f�*g4r �L LETTER „ American CasualtyCompany �' �. COMPANY LETTER Allia NAME AND ADDRESS OF INSURED E+ - y.y l CLARKE CONTRACTING CORPORATION LETTER"YC Western Eom to ers 1934 Gladwick CLEOTTEMPANYR D Compton, CA 90220 ' Continental Casualty COMPANY LETTER This is focerdfy thatpolicies of Insurance listed below have been issued to the inwred named above and are in force at this time. Notwithstanding eny requirement,term or caWition of any contract or other document with respect to which this certificate may be issued or may pertain,the insurance afforded by the polities described herein is subject to all the terms,spalusions and conditions of such policies. COMPANY POLICY LmttO Llabill In oussn a LETTER TYPE OF INSURANCE POLICY NUMBER EXPIRATION DATE EACH AGGREGATE OCCURRENCE GENERAL LIABILITY A BODILY INJURY E S ®COMPREHENSIVE FORM ®PREMISIM-OPERATIONS PROPERTY DAMAGE $ f ®EXPLOSION AND COLLAPSE CCP004 72 9414 3/1/61 HAZARD ®UNDERGROUND HAZARD ®PRODUCTS/COMPLETED OPERATIONS HAZARD BODILY INJURY AND ®CONTRACTUAL INSURANCE PROPERTY DAMAGE s500 s500 ® BROAD FORM PROPERTY COMBINED DAMAGE INDEPENDENT CONTRACTORS PERSONAL INJURY PERSONAL INJURY $500 AUTOMOBILE LIABILITY - BODILY INJURY (EACH PERSON) s COMPREHENSIVE FORM BODILY INJURY $ DOWNED BUA 005 98 22 16 8/1/81 (EACH ACCIDENT) . HIRED PROPERTY DAMAGE $ ®NON-OWNED BODILY INJURY AND E 500 PROPERTY DAMAGE COMBINED EXCESS LIABILITY .t� 3 bA. IICIIC^^^^^-T�� l f N{�„L_, � BODILY INJURY AND �TJMSRELLA FORM AU 50001'21 X44 m\ &J • 6/1/60 PROPERTY DAMAGE s2 000 sn 000 BI OTHER THAN UMBRELLA �' "l COMBINED 4 2s FORM WORKERS'COMPENSATION STATUTORY C and DC-0140380-10512 3/1/81 EMPLOYERS'LIABILITY $ 2,000 Ivc«ucioENq OTHER OBBGRjPTtON OF OPERATIONS/LOCATIONS/VEHICLES CERTIFICATE HOLDER IS ALSO NAMED AS ADDITIONAL INSURED ON ABOVE POLICIES. In respects to: Assessment District 78-3- Ortega Properties. Cost - $3,7001000.00 Length of time- 300 Calendar days. r�19Iso_q- (wws�Lkp„31*)lie 3 eo, Cancellation: Should any of the above described policies be cancelled before the expiration date thereof, the issuing com- pany will enckxyo(rxxxmail _311._ days written notice to the below named certificate holder,)(XA)taCi m>tm Ixet Nxecon(aoa>r�atoeSlzzp�ac>a(olbd ega3i aer>oXkad�iRDg�af x>aXk i(ocbapwo>tkz aoaoflxa9r NAME AND ADDRESS OF CERTIFICATE HOLDEFL& Additional Insured May 12 1980 CITY OF SAN JUAN CAPISTRANO DATE ISSUED 32400 Paseo Adelanto San Juan Capistrano, CA 92675 AUTHORIZED REPRESENTATIVE Attn: George Lohnes ACORD 25(1-79) Vs endorsement modifies Such insurr as is afforded by the provisions of the policy relatinp 'e following designated insurance:- ' El COMPREHENSIVE GENERAL WTY INSURANCE ❑AUTOMOS HYSICAL DAMAGE INSURANCE ❑COMPREHENSIVE AUTOMOBILE LIABILITY INSURANCE ❑ MOVED OR INCLUDED 10REMIUM ADJUSTMENT: ®NONE ❑ IN POLICY PREMIUM ❑ADDITIONAL S C1RETURN$ ayabie: ❑SEE BELOW OR— Advance $ Revised Installment First Installment S $ Second Instalment $ S Additional Insured It is agreed, that the "Persons Insured" provision is amended to include.as an insured the person or organisation named below but only with respect to liability arising out of operations performed for such insured by or on behalf of the blamed Insured. City of San Juan Capistrano • 32400 Paseo Adelanto San Juaa Capistrano, Ca, 92675 This endorsement, which forms a part of and is for attachment to the following described policy issued by the company designated therein, takes effect on the effective date of said policy, unless another effective date is shown below, at the hour stated in said policy and expires concurrently with said policy. Must Be Completed Complete Only When This Endorsement Is Not Pr aced with the Policy Or Is Not to be Ffeetive with the Polley ENDT.NO. POLICY NO. ISSUED TO EFFECTIVE DATE OF THIS ENDORSEMENT 0 - 8 1722 BUA005982216 CLARKS CONTRACTING CORP. 4-21-80 NRamt4fxs Fnaw SRG;mc 5-2-80 CNA Continental Casualty Co. Countersigned by BLANK ENDORSEMENT This is a Certified Duplicate Original Authorized Agent& G-33867-F AQf tgffl�§INSURED 1� px it 1 39 IS Endorsement No.FIO This endorsement forms a part of policyCbUbW Named Insured CC-01-0380-10512 �5A K N16l.ARKE CONSTRUCTION CORPORATION, ET AL Western Employers Insurance Compaky and is effective 5-15-80 12:01 A.M. standard time. It is agreed that such insurance as is afforded by the policy also applies to CITY OF SAN JUAN CAPISTRANO as an Additional Insured, but only with respect to employees hired by and included on the payroll of the Named Insured performing work for the account of such Additional Insured. It is also agreed that any notice to or from the Named Insured of reduction in or termination of coverage under the policy shall be deemed similar notice to the above named Additional Insured. It is further agreed that any dividend refund shall be payable to the Insured originally named in the policy. i 5-15-80 DK/ar V INSIiRA PRESIDENT v SECRETARY AUTHORIZED REPRESENTATIVE UND 614C 1 • ARMSTRONG—ROBITAILLE 062931 J Gll6 (Ed. 1-13) This endorsement forms a part of the policy to which attached,effective on the inception date of the policy unless otherwise stated herein. (The following information is required only when this endorsement is issued subsequent to preparatio"Ip@Ifil v C 4 Endorsement effective 04-21-80 Policy No. 722CCP 004729414 Endorsement No. 0-4 piny Named Insured CLARKE CONTRACTING CORP. AND JOHN CLARKE, AS AN IP1AT� i Q� sBU Additional Premium T.S.D. Countersigned by��+9////� (Ruth itQ ggr4Sp�,�tive) �— N a Il A I , I` 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 ADDITIONAL INSURED * CITY OF SAN JUAN CAPISTRANO (Owners or Contractors) **ASSESSMENT DISTRICT 78-3 32400 PASEO ADELANTO SAN JUAN CAPISTRANO, CA 92675 ORTEGA PROPERTIES Schedule Name of Person or Organization (Additional Insured) Location of Covered Operations * ** Premium Bases Rates Advance Premium Bodily Injury Liability Cost $100 of cost .021 $ Property Damage Liability cost 3,700,000. $100 of cost .014 $ AP AT AUDIT Total Advance Premium $ 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 in;urance does not apply: (a) to bodily injury or property damage 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 super- vision 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 (A) work performed for the additional insured by the named insured. d. Additional Definition When used in reference to this insurance,"work"includes materials,parts and equipment furnished in connection therewith. AMERICAN CASUALTY CO ko:rcg:05-08-80 G116 (Ed. 1-13) CLARKE CONTRACTING CORPORATION "MED GENERAL ENGINEERING CONTRACTOR 1934 Gladwick Street Nu 192 is M '80 (213) 537-6470 Compton, California 90220 License No. 325884 P.O. Box 5664 CITY of � Compton, California 90244 SAN JUAN CAPISTRANO May 13, 1980 City o6 San Juan Capdstnano 32400 Paseo Adelanto San Juan Cap".tAano, CA 92675 Attn: Mn. Smokey Lohnez City Eng.LneeA Res: Assessment Di.6t. 78-3 (0)Uega Pupeati.ee) Subj: L.iht o6 Subconthactou Dean. Si)L: Pleahe Sind enclosed a List os subeontAaetoAS Son the above heseheneed puiect. Thank you. Youne tnuty, CLARKE CONTRACTING CORP. Michael S. Ctanke Pnoject Eng.ineen MSC/at Enclosure Pagel ob2 C) -u C) O 3 A ASSESSMENT DIST. 78-3 (OA.tega PAopex.ti ea ) �_ n K O N Cl Subcon.tAac.to& L.ia.t m rn w 0 O O cn Pah tion Name Addnese Phone Contact ° ° m CuAb 9 GutteA John Jezowski 748 N. PoplaA St. (714) 978-2222 Agan Tab (CSG) N "' A N 6 Minot Inc. P. 0. Box 1367 Ron CAaw6oAd (S�) StAuctuxea Oxange, CA 92668 At Rob.idoux (EST. ) O WateA Line L.E. Gleed, Inc. 1348 W. 11th St. (213) 432-0024 Jay (F.ieCd) Long Beach, CA Lena (Obb.ice) h 90813 I� Wcfte)L We2P WateA Wet 11234 S. No&wa.2k Blvd. (213) 864-3229 Dave EppeAty Supply, Inc. Santa Fe SpAinga, CA n 90670 Fence Golden We,6t P. 0. Box 946 (714) 893-0034 B U Jonez (066ice) ~ Fence Wersbn.n ,.teA, CA 92683 Landscape 8 Someu Land- 12701 9th St. (714) 978-3605 Jim Someu IAAigation hcape Gaxden Gxove, CA 92640 o M �+ ut titiez Ru 'sca, Const. 22018 S. Nanwakk Blvd. (213) 429-9001 HeAb (F,ield) m Inc. P. 0. Box 1608 Dale (0g6ice) 70 0• Hawaiian GaAdenh, CA 90716 m z 0 ElectA,ical S.tei.ny 8 Co. 4620 E. La Palma Ave. (714) 779-2301 Dave White (Obb.ice) z y L.ighth 9 Anaheim, CA 92807 m �y SignaYh m Z O oZ z w � nwi � D cn m n W A A O 0 Page 2 o6 2 n -u C) 3 O 3 a v 0 0 0 0 w l J X � m 4� ASSESSMENT DIST. 78-3 (O&tega PnopeAtiea ) n 0 a l 0. m a, m 0 Subcon.thac.ton Li6,t o A o 3 v v Pon tion Name Addnub Phone Contact N N Stiupcng 1 & S Co. 822 W. KateU-a (7141 639-4421 Jack Manke4s Orange, CA 92667 0• Re.in6ohci,ng Rodbus.teu, Inc. 2516 Cypneas St. (714) 540-0046 John Mali (Fab. ) S.tee2 Santa Ana, CA John MaAi (F.Letd) 42707 Don Fix (Est. ) y mO m z �• m ml O D r Z L7 Z m r m I� z 0 0 n Z v zO N i w 21 rwi � D in m n CO 0 �7 -r-- 5/6- ----------- 7(47/ o pay Ij 4 .f C-tt 71V 77/ 1 D D R A R v 0 PRSB ID cc-it 2/11 ISD Q 10 larw . Tm, AcrIVA- A 0 A D D R E Ei S R�l Ll to �sq _J5 D06A /41)w, 15) 306-S C-2h CJW11V PK- �31 -) 04 o L w a71 P. h . C-C� -.f- Saj ?) (o 3coo nm, - d, t.ncga lo, _GIfma- C7I`1� ` 7 -] 1 fq 0cKo Lo KSS @s b$ laN �3. 1C �. _Co _ �oo�►�- tom _ �� _ _-740 q4-1) 1 J4700 P_ormma �l v at 3� a68- y Ill J 9t � 5-14 6144-4&Y- /-3/-OIJ . X77 Ib tiGLSON �13�11� / a��j I !�o - ' z/z <o 32l- to i_5 E__y.IMe � Ny l iy -990 -_ 9y.1O_I �.._-. =oNh'�-k,} S7CP-L FI70oVdie4c. GIM slue 31 D* o 0 h CC I i-I cnTioNfl�R,611d jjy6s C.CZ A Q)�",ei PHON'lE o I CC C0KeQ Lelu ------------- -- -- 70 - 31-VibocLD (lo-rL3( m73 V-e 4911, (p NAME A D D R Etc PHONE L_'o ell p o 5 _s — -939,C- - - T o Y' � Qj1------ 3 St L-vg- LA , ar-, 17 0 L4 ORS A Cor iNa�jc) 1 77 0 as a, Q( 7 19 -7,21 �7c,I SPECI FICnTIONF- Jq Aw1N6S (v0 M-A I N NAME A D19 �%.�%.O PHONE C RIE CG S �o �nG V 2 , l7o h P ;o, . - 02 C-gr t-7 Zo 43 _55 C�' < I L\1C 7 15"7 ( � rz��_ C R . — �f = 5- - -- ---- . 3A V e wad y - _(�'7+� �r Co =rc-ear S•-. �L _ �-7__. __�T. (.v , . /_yl t fche.la..- -I (�� a ► C�-��ix�s_��.__ "�.5� -_�5�.- -- --. - � . _. ,� 7 /ZrJr nda/eQ�SPEC IFtCRTIOM$/.DRAu31N55 !Ct> -a 74, AME ADDR �C%S PHO'N E �Fay o� L ---- /C)/6 , --,(:6 s► _�J-tj4►Je-) -- -17 5 R. T- kwh (.&-c 535- 511 I �a11 e ic.-44r 9 a6 U 7= - f C' r tza � ob5d ° ol?o SPEC I FICA-rlDNS 4^RAuw 1NG5 N RAE ADDRE�� PHONE c NE ----- X39 -- � -- 9 ab,1�-> 17 G bz YLYlfoy / Zvi floss �53---!ff2-S- Z 3 ___l��F�M��c�-��L__ �,_o, ►3Ux�► 5�9----- a9�s.-__►_�b5 -- ---- --- � - C.� . , ga� 3 e works of Improvements PROOF OF PUBLI*YION This apace for the above referenced the C project consist of the °p (2015.5 C.C.P.)' following: Construction of Street, Sewer, Water, Storm Drain, Traffic Signal, Street STATE OF CALIFORNIA, Lighting, Irrigation Well, Landscaping and other public County of Orange improvements including the City of San Clemente e improvement of Horno Creek `1 Channel. PROCEEDINGS. The works and im- provements hereinafter Proof of Publication mentioned will be conducted by the City of San Juan with ......NlInvitin -, tthhepwork to be I am a citizen of the United States and a resident under the provisions of the aA"Municipal Improvement Act ... _ of the County aforesaid; I am over the age of ? 5 of 1913," being Division 12 of -, o the Streets and Highways eighteen years, and not a party to or interestedCode of the State of California, * with bonds to issue pursuant to in the above-entitled matter. I am the principal i the terms and provisions of the clerk of the printer of the San Clemente Sun-Post `_ `Improvement Act of 1915,'being Division 12 of said a newspaper of general circulation printed and PAYMENT Dai 1 �S Payments will be made in published ---------I... . . ......3. CilY !" cash to the contractor in ac- cordance with the provisions in the City of San Clemente /tdda t>!iq of the specifications and on Capri» itemized estimated duly County of Orange, and which newspaper has been *0becertified and approved by the Superintendent of Streets adjudged a newspaper of general circulation by submitted in accordance 1'?1•INaO AR, a:`therewith,based on labor and the Superior Court of the County of Orange, State Jaaa materials incorporated into of California under the date of March 11, 1060, said work during the preceding month by the Case Number A9140; „ tbMt contractor. The first progress payment will not be made that the notice, of which the annexed is a printed or 61d`, until after delivery of bonds by '' 1, ,Balk and receipt of monies therefor copy (set in type not smaller than nonpareil), has tsyfitar'a 19tadirat X for said work. b01d*WA1 10. Ilan ALTERNATE"A" been published in each regular and entire issue of J b iMYdtNWb Note that the bid proposal supplement thereof contains an Alternate A (bid said newspaper and not in any PP amdgllti item 54 through 59) which Feb.6, The, 4im, provides for an alternate on the following dates, to-wit: ........ ..... ........... ... el" improvement of Homo Creek I be Channel. Each bidder shall .. .. .Feb..13 ....... ..... ................... ... ... ............... Alternate t E M h4 tYe lall work including t' l1b lemateA. ta)leteDETERMINATION OF LOW all in the year 19.....80 eoetradNa BIDDER the wry bili The City Council will award CodrMt`hss` Iif` to the lowest responsible I certify (or declare) under penalty of perjury tiiaster�ewd[ti ;rx;y• : t:: bidder. However, the city that the foregoing is true and correct. A Nat Is reserves the right to award aClStlii lb�e either combination of Bid Dated at San Clemente, Californi this ' ' 04 Item 54 through 59 or Bid a, atm`Tho g11�K�1�" items Alternate 54 through bars thb 64'' Alternate59(Alternate A). ..._13day of ...........Zeb...............-............. 19..... dY Yit, ' AWARD AND EXECUTION of- ad h -t>Pkt Or Any award of contract will rN itleRtOn' tlrAiMEAd be made subject to the receipt s ( " .d of monies and proceeds from Signature A9P issuance and sale of bonds. kf►ta 1s The contractor shall execute the contract within fifteen 115 i SAN CLEMENTE PUBLISHING CORP. days after he has been notified in writing to proceed, and 1542 North EI Camino Real - P.O. Box 367 shall commence construction San Clemente, Calif. 92672 - Phone 7141192-5121 within fifteen f15) days after " cmdriWt execution, and shall complete all the work and s hundred 00) calendar days " after execution. a' _ The City Council hereby reserves the right to reject any and all proposals, to waive any irregularity,and to C " I bidder. award the contract to other a3! Yt1IIE #IC than the lowest bidder. No 411111110' ji: bidder may withdraw his bid ' for a period of Ninety 1901 '# a days after the bid opening. I#or Cdr 1NateSlaI md' This Notice is hereby given hIl°'Jthe amaaM •. and published by order of the MI "it naC1 PIN�a• City Council of the City of San Juan Capistrano,and is dated The.(Ity,tYlntii�N;., this 28th day rd January.M80. the 4dI (s(Mary Ann l lanover VITY(11+11W c r. t Gly . retains the protect 01 Louis xlv (e0 min! execution of the contract BIDDERS ARE HEREBY NOTIFIED THAT, pursuant' to the labor Code of the State of California, eoples 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 ane interested party on request. Copies of Plans and Specifications are on file in the office of the City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano,California.Copies of the plans and specifications for use in preparing bids may be obtained at the office of the City Clerk, San Juan Capistrano, at the address shown above.One set of plans and specifications is available for each general contractor proposing to submit a bid for said work. A charge in the amount of $30.00, son- refaudabk, is required for obtaining each set of plans and specifications. Plans and specifications will not be 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 licatsina of Cordraetora. NOTICE. OI TITilIJShi.l::i.TiL - Ia:;!J'�;, 7> ;):�ZCGTTOI�S ' NO GAL,LEYPROOF NEEDED • � thanks - T TO: DAILY SUb1-POST Helen Nielsen, "Legal. FOR PUBLICA'T'ION ON: WEDNESDAY, FEBRUARY 6, 1980 and WEDNESDAY, I'EBRUARY 13 , 1980 IIOCUMENT(S) TO BE PUBLISHED: NOTICE INVITING BIDS - ASSESSEMENT DISTRICT 78-3 (Ortega Properties) PROOF OF PUBLICATION: Please send to: Office of the City Clerk City Hall 32400 Paseo Adelanto San Juan Capistrano, CA 92675 AUTHORIZED BY: � DATE: January 30, 1980 Date sent to paper Date proofed Date" published Date affidavit received Cost N O T I C E I N V I T I N G B I D S Public notice is hereby given that the City of San Juan Capis- trano will up to 2:00 p.m.on the26th day of Feb. , 1980, receive sealed proposals or bids for the Assessment District 78-3, in accordance with the approved plans and specifications on file in the office of the City Clerk of the City of San Juan Capistrano, City Hall, 32400 Paseo Adelanto, 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 per- cent of the amount. The bid check, cashier's check or bidder's bond of the success- ful uccessful 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 21st day of Feb. at the City offices. The contractor shall have the opportunity for clarification or interpretation of any point or points of question within the plans and contract documents or specifications. It is the contractor's responsibility to be in attendance at this conference to receive any information disclosed during the proceedings, for the City shall not disseminate any records of the conference. Exclusive of written addendums and this pre-bid. conference, the City shall not be 1 responsible for any instructions, explanation, or interpretation of the plans, specifications, and contract documents presented to the bidders in any manner. The successful bidder, simultaneously with the execution of the contract, will be required to furnish a Faithful Performance Bond and a Labor and Material Bond equal in the amount of one-hundred per- cent (1GOo) 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 in- terests or needs of. said City. A time limit of two hundred (200) calendar days has been set for the completion of the work, from the date of execution of the contract. BIDDERS ARE HEREBY NOTIFIED THAT, pursuant to the Labor Code of the State of California, copies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the office of the City Clerk and shall be made available to any interested party on request. Copies of Plans and Specifications are on file in the office of .the City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California. Copies of the plans and specifications for use in preparing bids may be obtained at the office of the City Clerk, San Juan Capistrano, at the address shown above. One setof plans and specifications is available for each general contractor proposing to submit a bid -for said work. A charge in the amount of $30.00, nonrefundable, is required for obtaining each set of plans and specifications. Plans and specifications will not be mailed, 2 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 riot been licensed in accordance with the provisions of the laws of the State of California relating to the licensing of Contractors. WORKS OF IMPROVEMENT The works of improvements for the above referenced project con- sist of the following: Construction of Street, Sewer, Water, Storm Drain, Traffic Signal, Street Lighting, Irrigation Well., Landscaping and other public improvements including the improvement of Horno Creek Channel. PROCEEDINGS The works and improvements hereinafter mentioned will be con- ducted by the City of San Juan Capistrano, California, with the work to ne conducted under the provisions of the "Municipal Improvement Act of 1913, " being Division 12 of the Streets and Highways Code of the State of California, with bonds to issue pursuant to the terms and pro- visions of the "Improvement Act of 1915, " being Division 12 of said Code. PAYMENT Payments will be made in cash to the contractor in accordance with the provisions of the specifications and on itemized estimated duly certified and approved by the Superintendent of Streets submitted in accordance therewith, based on labor and materials incorporated into said work during the .preceding month by the contractor. The first progress payment will not be made until -after delivery of bonds and receipt of monies therefor for said work. 3 ALTERNATE "A° Note that the bid proposal contains an Alternate A (bid item 54 through 59) which provides for an alternate improvement of Horno Creek Channel. Each bidder shall bid all work including Alt:erante A. DETERMINATION OF LOW BIDDER The City Council will award to the lowest responsible bidder. However, the city reserves the right to award either combination of Bid Item 54 through 59 or Bid Items Alternate 54 through Alternate 59 (Al- ternate A) . AWARD AND EXECUTION Any award of contract will be made subject to the receipt of monies and proceeds from issuance and sale of bonds. The contractor shall execute the contract within fifteen (15) days after he has been notified in writing to proceed, and shall com- mence construction within fifteen (15) days after contract execution, and shall complete all the work and improvements within two hundred (200) calendar days after execution. The City Council hereby reserves the right to reject any and all proposals, to waive any irregularity, and to award the contract to other than thelowest bidder. No bidder may withdraw his bid for a period of Ninety (90) days after the bid opening. This Notice is hereby given and published by order of the City 4 Council of the City of San Juan Capistrano, and is dated this 28th day of January, 1980 CITY CLERK' CITY OF S6Vi JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA 5 doord NAME AND ADDRESS OF AGENCY ARMSTRONG/ROBITAILLE COMPANIES AFFORDING COVERAGES INSURANCE SERVICES 14161 YORBA STREET, SUITE 101 COMPAN LETTER Y A AMERICAN CASUALTY COMPANY TUSTIN, CA 92660 TEL: (714) 730-1201 LEnERNY B CONTINENTAL CASUALTY COMPANY NAME AND ADDRESS OF INSURED COMPANY `` PACIFIC EMP LETTER LOYERS GROUP CLARKE CONTRACTING CORPORATION P.O. BOX 5664 COTTERMPANY © MISSION INSURANCE COMPANY COMPTON, CALIFORNIA 90244 COMPANY E LETTER This is to ceeft M,at ppoolicles of insurance listed bellow havebm Iasugd to the insured named above and are in force at this thro. Notwithstandin any regUlrement term o of any contract o ower document with respect to which this certiFlcate may be issued or may pertain,the insurance afforded by the policies described herein is subMct to Oil the terms,exclusions and conditions of such policies. Lim iso a In ousan s COMPANYTYOFINSURANCE POLICY NUMBER EXPIRATIONPOLICY DATE EACH AGGREOAY£ LETTEROCCURRENCE GENERAL LIABILITY II��77 BODILY INJURY E LN s A COMPREHENSIVE FORM CCP 004 72 94 14R 03-01-82 [j]PREMISES—OPERATIONS PROPERTY DAMAGE E i 12 EXPLOSION AND COLLAPSE HAZARD ®UNDERGROUND HAZARD ®PRODUCTS/COMPLErED OPERATIONS HAZARD BODILY INJURY AND ®CONTRACTUAL INSURANCE PROPERTY DAMAGE E 500, E 500, ®BROAD FORM PROPERTY COMBINED DAMAGE IaQ INDEPENDENT CONTRACTORS �t UrOI PERSONAL INJURY PERSONAL INJURY E 500,-, AUTOMOBILE LIABILITY BODILY INJURY (EACHPERSON) E B COMPREHENSIVE FORM BUA 01662 70 04R 03-01-82 BODILY INJURY E OWNED - (EACH ACCIDENT) HIRED PROPERTYDAMAGE E BYAND NON-OWNED PROPERTY DAMAGE E 500, COMBINED EXCESS LIABILITY D {7( M863709R 03-01-82 BODILY INJURY AND u UMBRELLA FORM PROPERTY DAMAGE E 5,000, E 51000,;" ❑ OTHER THAN UMBRELLA - COMEPNED FORM WORKERS'COMPENSATION STATUTORY C and C1 63 64 8B 5 03-01-81 E 100 EMPLOYERS'LIABILITY ccrc«Accuartt OTHER - DESCRIPTION Or OPERATIONS/LOCATIONSNEHICLE$ Certificate Holder is also named as Additional Insured on Above Policies. In respect to: Assessment District 78-3- Ortega Properties. Cost - $3,700,000. Length of time - 300 calendar days. Cancellation: Should any of the above described policies be cancelled before the expiration date thereof, the issuingg�com- pany wil1X&Hfp{)(V&XjhXmail -in days written notice to the below named certificate holder,Xr`4XJE iA1Fxm w�axltxaotxxaax�e�xx�aKoc�»cKcax�xxaxxlt�xo�orx�cxrixxan�x�wa>Sxasc�a�axxarc DITIONAL INSURED NAME AND ADDRESS OF CERTIFICATE HOLDER: CITY OF SAN JUAN CAPISTRANO DATE Issu£D 1 N MZpe 32400 Paseo Adelanto . San Juan Capistrano, CA 92675 ATTN: Clerk AUTHORIZED REPRESENTATIVE ACORD 25(1-79) AW11 INSUEJVIvv� C>*RTIFICAT�OF INSURANCE Western Employers Insurance Company +�R�EC E I VF Q CERTIFICATE ISSUED TORRIN Ado r8 I NAMED INSURED �GI7Y C]F SAP; JUA1 CAPISTRAIJO CIIT'( f F I CLAi;i:E COiJS1F;UCTIOl; 0iPICaY 32400 PASEO ADELA "fflj SAH ,i Li A N 121E SOUTh ALA';[_A SAl JUA;i CAPISTRAi:O, Gil, 5'267:; 1-aPiSTRA4'} COi�PTON, CALIFORNIA 00220 L I L J This is to certify that policies of insurance listed below have been issued to the insured named above and are in force at this time. This certificate is not an insurance policy and does not amend or alter the coverages afforded by the policies listed and notwithstanding any requirements, term or condition of any contract or other document with respect to which the certificate is issued, the insurance afforded by the policies listed is subject to all the terms of such policies. It is issued as a matter of information only and confers no rights upon the certificate holder. POLICY LIMITS OF LIABILITY TYPE OF INSURANCE POLICY NUMBER EXPIRATION IN THOUSANDS (000) DATE Workers' Compensation Statutory and CC-01-J331-10512 3/1/32 Employers's Liability $ 16", (Each Accident) Automobile Liability Bodily Injury & Property Damage ❑ Covers Owned, Non-Owned Combined and Hired Automobiles $ General Liability ❑ Bodily Injury & Property Damage Comprehensive Form Combined F1Premises-operations ❑ Products-Completed Ops. ❑ Personal Injury $ Each Occurrence Contractual Explosion& Collapse Hazard $ Aggregate .. A "272M Broad Form Property Damage All of the Above Personal Injury ❑ $ Aggregate Description of Operations/Locations/Vehicles ALL OPERATIONS OF TiJE iiXiED IIJSUREO Cancellation: The policies described above will not be cancelled before the expiration date thereof until 30 days after written notice of such cancellation shall have been mailed to the certificate holder. F Date Issued 3/4/&1 d,Rd1S'1 F.00RRA STREET LLE �� 14131 YOTREET X/X� TU'STIIJ, CALIFORNIAC,"jL92686 � �j� Aut ized Representative PRODUCER UND 779 A COMPANIES!AFFORDING COVERAGES 44WTA0*),},OBITAILLE INSURANCE SERVICES AST: STE. 10i compmy A LETTER RICAN CASUALTY t STIN ,- " 92680 C LMEOMPANY B R CONTINENTAL CASUALTY coMPANy AND A 6F iH$tIRED KN+'pp.'yy�{��r`tOb2 �2ACTING CORPORATION LETTERS C WESTERN EMPLOYERS n F 0, 'j/vX. .5664 - LIPER Y D {.'ONP$19N, C1 §0244 MISSION INSURANrE*fQj2ANY COMPANY LETTER E � ItsY6A,be1gv;FO; �en isUAie to I "b,Iced tcl w ;I Uh. ID fsummth ffor ed _ _ ✓g1y DI � W Vehkh 1lR��abrtlfleitt m0Y be IfauBd a mpy paf6in,ea Msdrence afforded-fK hoots== df ice. ...q 'iVPE4f*,$,BRANCE - POLICYNUMBER POLICY L T s EXPIRATION DATE ;,C7 [' '&CURI,(B{ICE AGGREGATE ,. ., ^MA`S ATY - - BoonYBud yr f= s A NSrvE FOAM Q-01-81 '- MP 004 72 94 14 C= RATi0T16 PROPERTY DAMAGE I= f AND COLLAPSE NOWGIM"DHAZARD - OPdRAT1DNS NA BODILY INJURY AND A41IIIAL INSURANCE PROPERTY DAMAGE f f tzi p="PERTY COMBINED 500, 500, 1NGEPENet'N�:CON7RACTORS PFdaSONAI'INJURY' „ - PERSONAL INJURY f 500, A{ldlods",LJ IWLITY BODILY INJURY (EA RPE%ON) f 8 OOMPRENENSiVE VORM BUA ,01662 70 04 03-01-81 ( f ®,10" HIRED PROPERTY DAMAGE f ' - PROPEO&YRTY AND f PROPERTY ED 500, COMBINED > BODILY INJURY AND {IMBRE LI POr 41863309 03-01-81 PROPERTYDAMAGE f 5,000, f 5,000, OTHERT)ANtUMBRELLA COMBINED TWN STATUTORY C CC-01-0380-10512 03-01-81 . f 10 IFM:NMGWENn n' CBRT;TFICATE HOLDER IS ALSO NAMED AS ADDITIONAL INSURED ON VXSED C RTIFIGAd *aw ABOVE POLICIES. In respect to: Assessment District 78-3 - Ortega Properties. Cast - $3,700,000. Length of time - 300 Caleodat days. taf wwdon: Should any§f the above described policies be cancelled before the expiration date thereof, the issuing com- willI B' mail '10— days written notice to the below named certificate holder,b I E4 U WFICATE HOLDER: CITY OF SAN JUAN CAPISTRANO DATE ISSUED' October 24, 1980 gm. 32400 Paseo Adelanto San Juan CapigtrAnn, rA 99r,75 ' AUTHORIZED REPRESENTATIVE 1 A uA'ti� 1 � r CITY OF SAN JUAN CAPISTRANO ASSESSMENT DISTRICT 78-3 SPECIAL PROVISIONS SECTION I - INTENT i The intent of these specifications is to prescribe and provide for the complete and finished performance of and accomplishment, in every re- spect, of the entire contemplated work or improvement indicated by the plans and detailed specifications relating directly to this particular pro- ject; and it shall be understood that the Contractor undertaking the execution of all or any part of such work or improvement will be required to perform, construct and complete the same in a thorough, satisfactory and workmanlike manner in accordance with the provisions of the plans and specifications therefor, and to furnish and provide in connection therewith all necessary labor, tools, implements, equipment, materials and supplies except such thereof as may otherwise be specified will be furnished by the City. SECTION II - STANDARD SPECIFICATIONS The contractor shall perform his work in accordance with the Standard Secifications for Public Works Construction, 1979 Edition, hereinafter re erred to as the Standard Speci ications. The Contractor shall main- tain a copy of this book on the job site at all times. The provisions of . the Standard Specifications shall be modified as indicated below and as specified in the Detail Specification. Change 1: "Section 2-4 - Contract Bonds" The "Payment Bond" (Material and Labor Bond) shall be in the amount of 100 percent of the contract price. The "Faith- ful Performance Bond" shall be held as assurance of guaranteed 1 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 maintained 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 P-1 any one accident, and property damage of $500,000. The insur- ance 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. The City ahll 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. SECTION III - TERMS DEFINED Whenever in the said Standard Specifications the following terms are used, it is hereby provided that the following City departments or per- sons 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) desig- nated by same. SECTION IV - DESCRIPTION OF THE WORK The Assessment District 78-3 improvements consist of constructing road- way, storm drain, sewer and water improvements for Ortega Highway, Rancho Viejo Road, La Novia Avenue, Calle Arroyo, Paseo Tirador and Paseo Espada in the City of San Juan Capistrano. The work also includes trenching and conduit construction for various gas, electric, telephone and cable television, as specified, within the assessment district area. The roadway improvements consist essentially of widening Ortega High- way and widening a portion of La Novia Avenue; and new construction of the other streets within the assessment district. These roadway im- provements involve the construction of a total of 15,700 linear feet of curb and gutter and 15,000 tons of A.C. pavement. Appurtenant road- way improvements include, but are not limited to sidewalks, access ramps, driveways, bikeways, street lighting, traffic signals, landscaping, and landscape irrigation. The traffic signal work consists of new traffic signal installation at three intersections as shown on the plans with provisions for a traffic signal interconnect system. The work also includes traffic striping, installing raised pavement mark- ers and the installation of street and roadside signs. The storm drain improvements consist of the construction of a total of 5400± linear feet of 18" to 72" R.C.P. storm drain mainline, laterals and connector pipe. The Horno Creek Channel improvements consist of rip- rap channel lining both grouted and non-grouted with provisions for an P-2 • • NJN „y A_ �Ll� Q ;",�l�lL !llll L J�Jl�1illZll�l t ` q 32000 PASEO ADELANTO SAN JUAN CAPISTRANO,CAW FORNIA 92675 . $1 ' PHONE 493-7177 d h y February 22, 1980 ADDENDUM NO. 1 PLANS, SPECIFICATIONS, SPECIAL PROVISIONS AND CONTRACT DOCUMENTS FOR ASSESSMENT DISTRICT 78-3 - 1 ORTEGA PROPERTIES 1. UNCLASSIFIED FILL Amend the specifications to provide for severe erosion experienced Iat Horno Creek, during recent storms: A. Page 10 of the contract documents should be modified to read: ' "Item No. Approx. Quantity Work Item ' 2 58 ,144 C.Y. Furnish and compact unclassified plus Horno fill Creek restoration B. Page S-3 of the detail specifications should be modified. ' 1. The second paragraph of Section 3 - Unclassified Fill" shall have the following added: ' . . . . "are believed to be accurate. Due to severe erosion in Horno Creek, additional unclassified fill shall be required. Sections have not been taken of the creek due to ongoing storm flows , but field observation indicate a ' need for an estimated amount of fill in excess of 10 ,000 cubic yards. Upon termination of the rainy season, sections will be taken by the engineer to establish a ' more accurate estimate of fill necessary for restoration and improvement of Horno Creek. " ' 2. The first sentence of the last paragraph of"Section 3 - Unclassified Fill" shall be amended to read: "Payment for unclassified fill shall be made in the 1 contract unit price per cubic yard and shall be full compensation for furnishing all labor, materials , equip- ment, and incidentials necessary to do the work. The unclassified fill necessary for restoration of Horno Creek ' Addendum No. 1 ' AD 78-3 Page 2 shall be delineated by the Engineer and shall be 1 included in the pay items. " 2. TIME OF COMPLETION The time of completion within the contract documents and specifications wherever referenced, is amended to 300 days. For purposes of clarification, "300 days" ' shall be consecutive calendar days. 3. LANDSCAPE IRRIGATION Amend the specifications to clarify that the landscape water connection and meter shall be included within ' the landscape irrigation bid item: A. Page S-48 , Section 1. 01 Scope, A. shall be amended as follows: ' "4. Water connection and meter. " B. Section 1. 01. , C. shall be deleted in its entirety. Very truly yours, ' CITY OF SAN JUAN CAPISTRANO George M. Lohnes City Engineer GML/rem 1 ' CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY STATE OF CALIFORNIA 1 CONTRACT DOCUMENTS, ' SPECIAL PROVISIONS AND DETAIL SPECIFICATIONS ' FOR ASSESSMENT DISTRICT 78-3 1 ' CITY COUNCIL ' KENNETH E. FRIESS, MAYOR GARY L. HAUSDORFER PHILLIP R. SCHWARTZE ' JAMES F. THORPE LARRY BUCHHEIM W. D. MURPHY DIRECTOR OF PUBLIC WORKS - CITY ENGINEER January, 1980 1 TABLE OF CONTENTS ' PAGE CONTRACT DOCUMENTS NOTICE INVITING BIDS . . . . . . . . . . . . . . . 1 ' BID PROPOSAL . . . . . . . . . . . . . . . . . . . 6 SCHEDULE OF WORK ITEMS . . . . . . . . . . . . . 10 NON-COLLUSION AFFIDAVIT . . . . . . . . . . . . . 27 DESIGNATION OF SUB-CONTRACTORS . . . . . . . . 29 INSTRUCTION TO BIDDERS . . . . . . . . . . . . . 30 CONTRACT . . . . . . . . . . . . . . . . . . . . . 37 ' BID BOND (SAMPLE) . . . . . . . . . . . . . . . . 42 FAITHFUL PERFORMANCE BOND (SAMPLE) . . . . . . 43 ' LABOR AND MATERIAL BOND (SAMPLE) . . . . . . 44 ' SPECIAL PROVISIONS SECTION I INTENT P-1 ' SECTION II STANDARD SPECIFICATIONS P-1 SECTION III TERMS DEFINED P-2 ' SECTION IV DESCRIPTION OF THE WORK P-2 SECTION V DRAWINGS P-3 SECTION VI AUTHORITY OF CITY AND INSPECTION P-3 ' SECTION VII COMPACTION TESTS P-3 SECTION VIII SOIL TEST BORINGS P-4 ' SECTION IX UTILITIES P-4 SECTION X CONSTRUCTION INTERFERENCES P-5 SECTION XI COOPERATION WITH OTHERS P-6 SECTION XII PERMITS P-7 i ' TABLE OF CONTENTS (Continued) Pale DETAIL SPECIFICATIONS AND METHOD OF PAYMENT ' SECTION 1 CLEARING AND GRUBBING S-1 SECTION 2 EXCAVATION S-2 SECTION 3 UNCLASSIFIED FILL S-3 ' SECTION 4 CLASS II AGGREGATE BASE MATERIAL S-3 SECTION 5 AGGREGATE BASE MATERIAL S-4 ' SECTION 6 SUBGRADE PREPARATION S-4 SECTION 7 ASPHALT CONCRETE PAVEMENT S-5 SECTION 8 ASPHALT CONCRETE CURB S-5 ' SECTION 9 ASPHALT CONCRETE BIKEWAY MISCELLANEOUS A.C. PAVING S-6 SECTION 10 LIQUID ASPHALT S-6 SECTION 11 CONCRETE CURB AND GUTTERS, SIDEWALK, DRIVEWAY APPROACHES, AND SIDEWALK ACCESS RAMPS S-7 SECTION 12 METAL BEAM GUARDRAIL S-8 ' SECTION 13 ADJUSTING EXISTING MANHOLE FRAMES AND COVERS TO GRADES-8 SECTION 14 ADJUSTING EXISTING WATER VALVE AND WATER METER BOXES AND COVERS TO GRADE S-9 SECTION 15 FURNISHING AND APPLYING WATER S-9 SECTION 16 CLEANUP AND DUST CONTROL S-9 SECTION 17 TRAFFIC CONTROL S-9 SECTION 18 TRAFFIC SIGNAL INSTALLATION S-10 SECTION 19 TRAFFIC SIGNAL INTERCONNECT S-15 SECTION 20 STREET STRIPING AND MARKINGS S-15 SECTION 21 RAISED PAVEMENT MARKERS S-16 SECTION 22 STREET AND ROADSIDE SIGNS S-16 SECTION 23 STREET LIGHTING INSTALLATION S-17 SECTION 24 PHASING OF CONSTRUCTION S-21 SECTION 25 REINFORCED CONCRETE CONSTRUC- TION S-23 ' SECTION 26 CATCH BASINS, LOCAL DEPRESSIONS CONCRETE JUNCTION STRUCTURES AND MISCELLANEOUS CONCRETE S-24 SECTION 27 REINFORCED CONCRETE PIPE S-24 SECTION 28 VARIATION DEPTH OF CATCH BASIN AND CONNECTOR PIPES S-25 SECTION 29 BEDDING REQUIREMENTS - STORM DRAIN, SEWER AND WATER LINESS-26 SECTION 30 RIPRAP S-26 SECTION 31 CHAIN LINK FENCE AND GATES S-27 SECTION 32 C.S.P. DROPINLETS S-27 SECTION 33 ABANDONMENT OF EXISTING STORM DRAIN AND SEWERS S-28 SECTION 34 SEWER MAIN, LATERAL AND MANHOLE INSTALLATION S-28 ii ' TABLE OF CONTENTS (Continued) Pape DETAIL SPECIFICATIONS AND METHOD OF PAYMENT (Cont'd.) SECTION 35 WATER MAIN INSTALLATION AND WATER MAIN CONNECTION 5-29 SECTION 36 WATER WELL INSTALLATION AND ABANDONMENT 5-31 SECTION 37 RELOCATION OF WELL PUMP, PIPING AND ELECTRICAL SYSTEM 5-32 ' SECTION 38 ABANDONMENT OF WATER LINES AND VALVES 5-33 SECTION 39 SHORING OF EXCAVATION S-33 SECTION 40 ELECTRICAL SUBSTRUCTURES - DIS- TRIBUTION 5-34 SECTION 41 ELECTRICAL SUBSTRUCTURES - TRANSMISSION 5-36 SECTION 42 TELEPHONE SUBSTRUCTURES 5-37 SECTION 43 LANDSCAPE PLANTING 5-39 SECTION 44 LANDSCAPE IRRIGATION 5-48 ' iii N O TIC E I N V I TIN G B I D S Public notice is hereby given that the City of San Juan Capis- trano will up to 2:00 p.m.on the26th day of Feb. , 1980, receive sealed proposals or bids for the Assessment District 78-3, in accordance with the approved plans and specifications on file in the office of the City Clerk of the City of San Juan Capistrano, City Hall, 32400 Paseo Adelanto, 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 per- cent of the amount. The bid check, cashier's check or bidder's bond of the success- ful 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 21st ' day of Feb. , at the City offices. The contractor shall have the opportunity for clarification or interpretation of any point or points of question within the plans and contract documents or specifications. It is the contractor's responsibility to be in attendance at this conference to receive any information disclosed during the proceedings, for the City shall not disseminate any records of the conference. Exclusive of written addendums and this pre-bid conference, the City shall not be ' 1 responsible for any instructions, explanation, or interpretation of the plans, specifications, and contract documents presented to the bidders ' in any manner. The successful bidder, simultaneously with the execution of the contract, will be required to furnish a Faithful Performance Bond and a Labor and Material Bond equal in the amount of one-hundred per- cent (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 in- terests or needs of said City. A time limit of two hundred (200) calendar days has been set 1 for the completion of the work, from the date of execution of the contract. BIDDERS ARE HEREBY NOTIFIED THAT, pursuant to the Labor Code of the State of California, copies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the office of the City Clerk and shall be made available to any interested party on request. Copies of Plans and Specifications are on file in the office of the City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California. Copies of the plans and specifications for use in preparing bids may be obtained at the office of the City Clerk, San Juan Capistrano, at the address shown above. One set of plans and specifications is available for each general contractor proposing to submit a bid for said work. A charge in the amount of $30.00, nonrefundable, is required for obtaining each set of plans and specifications. Plans and specifications will not be mailed. 2 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. WORKS OF IMPROVEMENT The works of improvements for the above referenced project con- sist of the following: Construction of Street, Sewer, Water, Storm Drain, Traffic Signal, Street Lighting, Irrigation Well, Landscaping and other public improvements including the improvement of Horno Creek Channel. PROCEEDINGS The works and improvements hereinafter mentioned will be con- ducted by the City of San Juan Capistrano, California, with the work to be conducted under the provisions of the "Municipal Improvement Act of 1913, " being Division 12 of the Streets and Highways Code of the State of California, with bonds to issue pursuant to the terms and pro- visions of the "Improvement Act of 1915, " being Division 12 of said Code. PAYMENT Payments will be made in cash to the contractor in accordance with the provisions of the specifications and on itemized estimated duly certified and approved by the Superintendent of Streets submitted in accordance therewith, based on labor and materials incorporated into tsaid work during the preceding month by the contractor. The first progress payment will not be made until after delivery of bonds and receipt of monies therefor for said work. 3 ALTERNATE "A" Note that the bid proposal contains an Alternate A (bid item 54 through 59) which provides for an alternate improvement of Horno Creek Channel. Each bidder shall bid all work including Alterante A. DETERMINATION OF LOW BIDDER The City Council will award to the lowest responsible bidder. However, the city reserves the right to award either combination of Bid Item 54 through 59 or Bid Items Alternate 54 through Alternate 59 (Al- ternate A) . AWARD AND EXECUTION Any award of contract will be made subject to the receipt of monies and proceeds from issuance and sale of bonds. The contractor shall execute the contract within fifteen (15) days after he has been notified in writing to proceed, and shall com- mence construction within fifteen (15) days after contract execution, and shall complete all the work and improvements within two hundred (200) calendar days after execution. The City Council hereby reserves the right to reject any and all proposals, to waive any irregularity, and to award the contract to other than thelowest bidder. No bidder may withdraw his bid for a period of Ninety (90) days after the bid opening. This Notice is hereby given and published by order of the City I4 Council of the City of San Juan Capistrano, and is dated this 28th day of January, 1980 CITY CLERK, ' CITY OF S JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA i I 5 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 Docu- ments. 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 condi- tions revealed during examination or progress of the work. The submis- sion 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 request shall be responsible for its prompt delivery. 30 In the event that the Engineer receives such a request and it should be found that certain essential information is not clearly and fully set forth, or if the Engineer discovers errors, omissions, or points ' requiring clarification in the drawings or documents, a written addendum will be mailed to each person to whom a set of contract documents has been delivered. The City will not be responsible for any instructions, explanations or interpretations of the documents presented to bidders ' in any manner other than written addendum. Addenda or Bulletins ' The effect of all addenda to the contract documents shall be considered in the bid and said addenda shall be made a part of the con- tract documents and shall be returned with them. Before submitting his bid, each bidder shall inform himself as to whether or not any such ' addenda have been issued, and failure to cover in his bid any such addenda issued may render his bid invalid and result in its rejection. Disqualification of Bidders No person, firm or corporation shall be allowed to make, file or be interested in more than one bid for the same work unless alternate bids are called for. A person, firm or corporation who has submitted a sub-proposal to a bidder, or who has quoted prices on materials to a bidder, is not hereby disqualified from submitting a bid in his own behalf. Proposals Bids to receive consideration shall be in accordance with the following instructions: ' 31 A. Bids shall be made only upon the forms provided within these specifications; all bid items shall be properly filled out; bid prices shall be stated both in words and in figures; and the ' signatures of all persons signing shall be in longhand. Where there is a conflict in the words and the figures, the words shall govern. B. All prices and notations must be in ink or typewritten. No erasures will be permitted. Mistakes may be crossed out and ' corrections typed or written in ink adjacent thereto and must be initialed in ink by the person or persons signing the bid. C. Bids shall not contain any recapitulation of the work to be done. Alternate proposals will not be considered except as required hereinabove. No oral, telegraphic or telephonic proposals or modifications will be considered. D. The City may require any bidder to furnish a statement of his experience, financial responsibility, technical ability, equipment and references properly and fully filled out. E. Each bidder shall list his proposed sub-contractors on the form accompanying the proposal in accordance with the provisions of the specifications. F. Each bidder must accompany his bid with either a cashier's check upon some responsible bank, or a properly certified check upon ' such bank, or an approved corporate surety bond payable to the City for such a sum of not less than ten (10) percent of the aggregate sum of the bid, which check or bond and the monies represented thereby shall be held by the City as a guar- antee that the bidder, if awarded the contract, will in good faith enter into such contract and furnish the required bonds. 32 The bidder agrees that, in case of his refusal or failure to exe- cute said contract and give bonds within the time required by these documents, such check or bond, and the money represented thereby, shall remain the property of the City and, if the bidder shall fail to execute said contract, said surety will pay to the City the damages which the City may suffer by reason of such failure, not exceeding the sum of ten (10) percent of the amount of the bid. A bid received and not accompanied by such cashier's check, certified check or approved bond shall be rejected. G. Bids shall be delivered to the City at the location stipulated, on or before the day and hour set for the opening of bids, as hereinbefore specified in the "Notice Inviting Bids." Bids shall be enclosed in a sealed envelope bearing the title of the work and the name of the bidder. 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 receipt of bids. Opening of Bid Proposals The City will, in open session, publicly open, examine, and declare the bids at the time set forth in the "Notice Inviting Bids." Bidders or their authorized representatives are invited to be present. 33 Award of Contract or Rejection of Bids No bidder may withdraw his bid for a period of ninety (90) days after the date set for the opening of bids. The contract for the ' work will either be awarded or the bids rejected within the ninety (90) days from the date set for the opening of bids. The contract for the work will be awarded to the lowest respon- sible 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. The bidder to whom the award is made shall execute a written contract with the City and furnish the stipulated bonds and bid break- down 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, shall be made upon the City's acceptance of the Labor and Materials Bond and the Faithful Performance Bond. If the bidder to whom the award is made fails to enter the con- tract as herein provided, the award may be annulled and an award may be made to the next lowest responsible bidder; and such bidder shall fulfill every stipulation embraced herein, as if he were the party to ' whom the first award was made. A corporation to which an award is made shall furnish evidence of its corporate existence and evidence that the officer signing the contract and bonds for the corporation is duly authorized to do so. Bonds The successful bidder, simultaneously with the execution of ' the Agreement, will be required to furnish a Labor and Material Bond 34 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 satis- factory 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 pro- secuted until completion. A time limit of two-hundred (200) calendar days from the date of execution of the contract has been set for com- pletion of the work. The Bidder's attention is directed to the specifi- cations as to provisions for extension of time of completion and/or as- sessment 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. 35 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. " Bonds and Insurance It shall be the Contractor's responsibility to obtain all necessary bonds and insurance, as required, for the completion of the project. No extra compensation shall be made therefore. r • w l 1 I 36 tsodily Injury: $ 500,000 each person Bodily Injury: $1,000,000 each accident $1,000,000 aggregate products Property Damages $ 500,000 each accident Property Damage: Property Damage: $ 500,000 aggregate operations Property Dams $ 500,000 aggregate protecion e: gate Property Damage: $ 500,000 000 aggregate products aggregate contractual The contractor shall likewise obtain public liability property damage insurance to cover vehicles used or maintained by him, whether on or off and not less than $500,000 the premises, with liabilitylimits for any one person, and $50 ,000 for P-1 any one accident, and property damage of $500,000. The insur- ance 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. 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. SECTION III - TERMS DEFINED Whenever in the said Standard Specifications the following terms are used, it is hereby provided that the following City departments or per- sons 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) desig- nated by same. SECTION IV - DESCRIPTION OF THE WORK The Assessment District 78-3 improvements consist of constructing road- way, storm drain, sewer and water improvements for Ortega Highway, Rancho Viejo Road, La Novia Avenue, Calle Arroyo, Paseo Tirador and Paseo Espada in the City of San Juan Capistrano. The work also includes trenching and conduit construction for various gas, electric, telephone and cable television, as specified, within the assessment district area. The roadway improvements consist essentially of widening Ortega High- way and widening a portion of La Novia Avenue; and new construction of the other streets within the assessment district. These roadway im- provements involve the construction of a total of 15,700 linear feet of curb and gutter and 15,000 tons of A.C. pavement. Appurtenant road- way improvements include, but are not limited to sidewalks, access ramps, driveways, bikeways, street lighting, traffic signals, landscaping, and landscape irrigation. 1 The traffic signal work consists of new traffic signal installation at three intersections as shown on the plans with provisions for a traffic signal interconnect system. The work also includes traffic striping, installing raised pavement mark- ers and the installation of street and roadside signs. ' The storm drain improvements consist of the construction of a total of 5400± linear feet of 18" to 72" R.C.P. storm drain mainline, laterals and connector pipe. The Horno Creek Channel improvements consist of rip- rap channel lining both grouted and non-grouted with provisions for an i P-2 alternate R.C.B. section. Appurtenant storm drain and channel work includes, but is not limited to, construciton of catch basins, connector pipes, manholes, transition structures, utility crossings and chain link fencing. The sewer improvements consist of construction of a total of 7900 ± linear feet of 8" to 18" V.C.P. sewer. Appurtenant sewer work includes, but is not limited to, construction of manholes, sewer laterals, sewer encase- ments and removal or abandonment of existing sewer mains. I The water improvements consist of the installation of a total of 9200 ± linear feet of 4" to 14" A.C.P. and 8" to 12" D.I.P. and involve the construction of a new irrigation well and modification to existing water wells. Appurtenant water improvements include, but are not limited to, removal or abandonment of existing water mains, hot tapping, fire hy- drant assemblies, water well modification, and installation of a pressure reducing station. The underground utility work consists of trenching and conduit install- ation for various utility services as specified on the plans. MSECTION V - DRAWINGS Sheets 1 through 92 of the drawings entitled "Plans for the Construc- tion of Improvements in Assessment District 78-3" are a part of the spec- ifications. The drawings show the location, character of work and details of construction. SECTION VI - AUTHORITY OF CITY AND INSPECTION The following paragraphs shall be added to Subsection 2-10 of the Standard Specifications: Neither the City Council, the City Administrator, the Engineer nor any other officer or authorized assistant of the Agency shall be personally responsible for any liability arising under this Contract. Any order given by the Engineer, not otherwise required by the Specifications to be in writing, will, on request of the Contractor, be given or confirmed by the Engineer in writing. SECTION VII - COMPACTION TESTS All backfill and subgrade shall be compacted in accordance with the notes on the plans and the Standard Specifications. Compaction tests shall be made by the City and all costs for testing shall be borne by the City. Said tests may be made at any place along the work as deemed necessary by the Engineer. The costs of any retests made necessary by non-compliance with the specifications shall be borne by the Contractor. P-3 SECTION VIII - SOIL TEST BORINGS The Contractor's attention is directed to the soil test boring diagrams of Sheet 52 of the plans. These diagrams are records of the data ob- tained by the City and represent the character of material encountered at the test boring sites. These diagrams are included only for the convenience of the bidders. There is no guarantee, either expressed or implied, that the conditions indicated are representative of those actually existing throughout the project, or any part of it, or that un- foreseen developments may not occur. The diagrams were accompanied by a soils investigation report. The report is available in the office of the City Engineer for study by prospective bidders and the Contractor. The inclusion of the test borings in the plans shall not be construed to be a waiver of the Contractor's obligation to inspect the soil condi- tions himself before submitting a bid. By submitting a bid, the Con- tractor acknowledges that he has satisfied himself as to the nature of the work including, but not restricted to, the conditions affecting hauling and storage of materials, disposal of excess material, import of unclassified fill and level and amount of ground water. SECTION IX - UTILITIES As a result of the realignment, widening, construction, and closure of various streets in the project area, numerous existing utility lines and substructures are scheduled to be relocated, abandoned, or removed as shown on the plans. In addition, the construction of new storm drain, sewer, water and electrical improvements necessitate the alteration of some existing utility lines. It is anticipated that the owners of the vari- ous facilities will be making such alterations prior to, as well as during, portions of the construction period. As a result, substructures or utility lines requiring relocation or protection will be encountered during the work. The Contractor shall cooperate with the various utility companies in the relocation and installation of any poles, conduit and any other facilities requiring relocation. Special cooperation with utility com- panies will be required during the following operations: A. Various utility lines are being installed in easements and roadway areas or are being relocated from the project work area. Also as described above, various interfering active lines are being abandoned or relocated. B . Various utility installations will need to be made in the street and on private property during various stages of the project, including gas, electric, and telephone facili- ties. C. Since some of the overhead electrical and telephone utility lines pass through the construction area, the problem of removing pole lines which are in the way of construction is compounded by the necessity of providing service to cus- tomers outside the construction area served from these P-4 lines, which may have to be removed. Service to exist- ing customers shall not be interrupted by the contractor. Any circuit or service outages required shall be coordi- nated with the affected utility. The Contractor shall cooperate with the utility companies involved during all of these or any other utility operations required as a result of this project. In the event unknown substructures are encountered which require pro- tection or relocation, the Contractor shall provide time and working space for such work to be done by the owner or by others. In the event the Contractor experiences delays as a result of the protection or relocation work required for unknown substructures which are encount- ered the Contractor may be entitled to an extension of time in accor- dance with the provisions of Section 6-6 of the Standard Specifications. SECTION X - CONSTRUCTION INTERFERENCES The City has acquired or is in the process of acquiring street right- of-way and temporary and permanent easements as required from the various property owners where construction work will be done. The Contractor shall confine his work operations to the areas shown unless ' special arrangements and consent, obtained by the City, of the owner or owners involved is secured. Furthermore, the Contractor shall con- duct his operations in accordance with any other provisions and shall observe any restrictions contained in these specifications or as directed by the Engineer. In addition, insofar as practicable during the progress of the work, the Contractor shall not disturb, but shall support and protect against injury and maintain in good operating condition, at his own expense, all subsurface, surface and overhead utilities, fences, structures and other facilities as are shown on the plans. In the event that subsurface, surface or overhead utilities, fences or other facilities are required to be disturbed or removed to permit the 1 construction of the improvements as provided hereunder, such distur- bance or removal shall be done only with the approval of the Engineer upon consent, obtained by the City, of the owner or owners involved. The Contractor shall coordinate his operations with those of the owner or owners concerned with the disturbance or removal of facilities so as to minimize the inconvenience imposed on all affected. In the event the Contractor disturbs, disconnects or damages any sub- surface, surface or overhead utility, fence, structure or other facility prior to the making of necessary arrangements by the City with the owner thereof, he shall immediately give to the owner notice of said disturbance, disconnection or damage and the Contractor shall assume all responsibility in connection therewith. I All facilities removed shall be reconstructed as promptly as is reason- ably possible in their original or other authorized locations and in a condition at least as good as when removed and subject to the inspec- tion of the owner. P-5 During the performance of the work under these specifications, the owners or agencies in control of any of the facilities affected by the work shall have the right to enter when necessary upon the facility right-of-way, or upon any portion of the work thereof, for the pur- pose of maintaining service and of making changes in or repairs to said facilities. The Contractor shall be responsible for and shall make good all damage due to utilities, structures, or other facilities as shown on the plans due to his operations, and the provisions of this section shall not be abated even in the event such damage occurs after backfilling or is not discovered until after completion of backfilling. SECTION XI - COOPERATION WITH OTHERS Various utility, City, and private development forces and contractors will be active within and adjacent to the construction areas, shown on the plans, during the construction period. The Contractor shall co- operate with such work crews at all times. Pacific Telephone Company crews will be abandoning, removing, or relocating existing conduit and cable at various locations within the project area. The Contractor shall coordinate with Pacific Telephone Company all work affecting telephone facilities as shown on the plans. Upon request, at least 24 hours prior to the start of construction, the Pacific Telephone Company will locate and mark underground facilities for the Contractor at no cost. Please call Underground Service Alert at 1-800-422-4133. In addition, Pacific Telephone Company will be installing improvements in other portions of the project area during the construc- tion period. The Contractor shall cooperate with Pacific Telephone Company personnel at all times. Southern California Gas Company crews will be active within the pro- ject area in connection with abandonment and relocation of existing lines as shown on the plans. The Contractor shall coordinate the work with Southern California Gas Company. Upon request, at least 48 hours prior to the start of construction, the Southern California Gas Company 1 will locate and mark active underground facilities for the Contractor at no cost. Please call Underground Service Alert at 1-800-422-4133. San Diego Gas and Electric Company crews will be abandoning, remov- ing or relocating overhead facilities at various locations within the pro- ject area. The Contractor shall coordinate with San Diego Gas and Electric Company all work affecting electrical facilities as shown on the plans. In addition, San Diego Gas and Electric Company will be install- ing improvements in other portions of the project area during the con- struction period. The Contractor shall cooperate with San Diego Gas and Electric Company personnel at all times. Cable Television crews will be installing improvements at various loca- tions within the project area. The Contractor shall cooperate with Cable Television personnel at all times. P-6 t Private development contractors and forces will be active in areas adjacent to the construction areas during the construction period. The Contractor shall cooperate with such work crews at all times. The Contractor shall cooperate with property owners, utility company forces and personnel, City forces, and representatives of the various businesses within the project area as specified above and as required in Sections IX and X of these Special Provisions. No additional compensation shall become due the Contractor by virtue of compliance with this paragraph, nor shall there be additional com- pensation, except as otherwise noted in Section 6-6 of the Standard Specifications, for delays or inconveniences to the Contractor due to delays by others in finishing their work or conducting their operations. SECTION XII - PERMITS The Contractor shall apply for water meter service from Orange County Waterworks District No. 4. 31241 Andres Pico Road San Juan Capistrano, California 92675 (714) 979-5240 The Contractor shall apply for electrical meter service from San Diego Gas and Electric Company. 101 W. El Portal San Clemente, California 92672 (714) 498-1100 The Contractor will be required to obtain a permit from the State Divi- sion of Safety for excavations 5 feet in depth or greater. The City of San Juan Capistrano has applied for and obtained an encroach- ment permit from the State of California, Department of Transportation for work along Ortega Highway and for work on Horno Creek Channel at the San Diego Freeway. A copy of the encroachment permit is included at the end of this section. The Contractors attention is directed to the fact that the encroachment permit does not yet authorize all of the work specified on the plans. The City is continuing to obtain approval of the remaining items of work, mainly traffic signal installation and landscape planting and irrigation. The Contractor shall not order materials for traffic signal installations or Ortega Highway or landscape planting and irrigation along Ortega IHighway until so directed by the Engineer. The City of San Juan Capistrano has applied for and obtained a permit I from the Orange County Environmental Management Agency for the work where storm drains enter San Juan Creek Channel. A copy of the per- mit is included at the end of this section. The Contractor shall obtain a "no fee" excavation permit from the City of San Juan Capistrano. P-7 The regulations and requirements of all permits shall be strictly adhered to by the Contractor in the performance of the contract. The enforce- ment of such requirements under the contract shall not be made the basis for additional compensation. ` P-8 ORA-074-0,10/0.60 }MM DMO-M•P•202 IAIv.1.9.1 STATE OPUFoaxu 779 E-765192 DEPARTMENT OF VMNSFOATATION NO.-__ ENCROACHMENT PERMIT r To City of San Juan Capistrano Los Angeles , California 32400 Paseo Adelanto San Juan Capistrano, CA 92675January 28 80 January 28 70 - L .Permittee J In compliance with your request of- August 13 79 79-and subiect to all the terms, conditions and restrictions written below or printed as general or special provisions on any part of this form and/or attached hereto. PERMMION is HEaesx GRANTED TO construct street and drainage improvements ' within the State highway right of way on the south side of Orte6a Hwy. between the San Diego Freeway and Windsong Drive in the City of San Juan Capistrano, ORA-074-0.10/0.00, as shown on the attached improve- ment plans for Assessment District 78-3, as specified in this permit, and as directed by the State Permit Engineer in the field. All work within the State R/W shall be in accordance with the Dept. of Transportation Standard Specifications dated January 1978. Prior to the start of any work authorized by this permit, Permittee shall arrange for a pre-,lob conference with the Permit Field Engineer, Mr. Duane Raymond, by calling 714-639-8003 between 7:30-9:00 AM to insure a complete understanding of the requirements by both parties . Traffic shall be maintained in accordance with Sections 7-1.08 and 7-1.09 of the Dept . of Transportation Standard Specifications,and with the Manual of Traffic Controls dated 1977. Traffic shall not be diverted or interrupted without prior approval of the State Inspector. ' -. Figure 5-5 on Page 5-15 of the Manual of Traffic Controls dated 1977 shall be used as a guide for lane closures on Ortega Highway. t r= . ... (Continued) This permit is to be strictly construed and no work other than that specifically mentioned above is authorized hereby. -s _ This permit shall be void unless the work herein contemplated shall have been completed before_ July 28 - _19 80 _ . . . LAB:Jk c c: ORA DOHENY RAYMOND DEPARTMENT of TnwxsroRTA-noN MOTODA SIGN SHOP R. J. DATEL - ---- I)iltr:et virieefo.of Trmeportation L.A.BROCKS Asst. 1M,triet P~t+i;; -2- City of San Juan Capistrano 779-E-705192 Between the hours of 8 AM and 4 PM, a minimum of one paved traffic lane 11-feet wide shall be maintained for traffic by using "One Way Traffic Controls ". Two (2 ) competent flagmen whose sole duty shall be that of directing traffic through the working area must be furnished by the Permittee. Adequate construction signs shall be furnished and placed by the Permittee to the satisfaction of the State representative. No lane closures will be permitted on Ortega Highway between March 28, 1980 and April 7, 1980. Removal of existing traffic stripe and placing new traffic stripe and pavement markings shall be by the Permittee at his expense. The Permittee shall install a 1-1/2 inch traffic signal interconnect conduit behind the proposed curb for the full length of the project. Pull boxes shall be installed at approximate 160-foot intervals . Prior to installing traffic signals (except for the interconnect conduit ) and landscaping facilities within the State R/W, the Permittee shall submit plans to the State for approval, and obtain ' a rider to this permit authorizing the installation of these facilities . Prior to installing water mains and private irrigation lines within the State R/W, the Permittee shall furnish the State with an appli- cation from the owner 6f these facilities requesting a separate permit to operate and maintain facilities constructed within the State R/W by the Permittee, and obtain a rider to this permit authorizing Installation of the facilities. The depth to the top of pipe lines, conduits and utility facilities within the State W. including existing utilities between Station 20+50 and 25+00, shall be not less than 42-inches below the surface of the roadway. All inactive existing irrigation lines within the State R/W shall either be removed from the R/W or crushed in place. Wheel chair ramps constructed within the State R/W shall conform to Caltrans Standard Plan SDN8-B.3. Existing guard rail at approximate Station 40+00 shall be removed and delivered to the Doheny Park State Maintenance Station. Backfill material for trenches excavated within the State R/W shall ' have a minimum sand equivalent of 20 and shall be compacted to not less than 95% relative compaction. Upon completion of work, Permittee shall clean the highway and the work area shall be left in a neat and presentable condition under the direction and to the satisfaction of the State representative in the field. • -3- City of San Juan Capistrano 779-E-765192 ' All changes or variations from the permit plans and specifications shall be approved by the Permit Engineer prior to making changes in I the work. The Permittee 's contractor shall furnish the State with a copy of his CAL/OSHA Division of Industrial Safety Excavation Permit, a $10, 000 bond on the State 's bond form to cover the work within the State highway right of way, and a signed application requesting a rider authorizing him to do the work covered by this permit . The contractor will be issued a rider authorizing him to do the work, and will be required to reimburse the State for all costs incurred for inspection of the work performed within the State highway right ' of way. Special attention is directed to General Provisions 2, 3, 5 and 6 printed on this form. The attached SUBSTRUCTURES, ROADSIDE IMPROVEMENTS, BORE, DRIVEWAYS, SIGNAL and STANDARD PLANS N8-A.1 and SDN8-B.3 are part of this permit . r r ' GENERAL PROVISIONS ' 1. Definition. This permit is issued under Chapter 3 of Division 1 of the Streets and Highwals Code. The tr,u, encroachment is used in this permit as defined in the said Chapter 3 of said code. Except as otherwise provided I,u public agencies and franchise holders, this permit is revocable on five days notice. 2. Acceptance of ProrriHons. It is understood and agreed by the Permittee that the doing of any work under IN. permit shall constitute an acceptance of the provisions. ' 3. No Precedent Established. This permit is granted with the understanding that this action is not to be eomidrr,,,i as establishing an precedent on the question of the expediency of permitting any certain kind of encroachment to Iw erected within right of way of State highways. 4. Notice Prior to Starting Work. Before starting work the Permittee shall notify the District Director of Trarw at or other designated employee of the district in which the work is to be done. Such notice shall be given al ' least three da in advance of the date work is to begin. Unkss otherwise specified, all work shall be performed uq weekday and during normal working bours of the Grantors inspector. 5. Keep Permit an the Work. This permit shall be kept at the site of the work and must be shown to any repre- sentative of the Grantor or any law enforcement officer on demand. 8. Permits from Other Agencies. The party or parties to whom this permit is issued shall, whenever the same t. required by law, secure the written order or consent to any work hereunder from the Public Utilities Commission of the State of California,many other public board having jurisdiction, and this permit shall he suspended in operation unle.. and until such order or consent is obtained. 7. Protection of TrafficAdequate provision shall be made for the protection of the traveling public. Barricades shall ' beplaced with amber lights at night, also Bagmen employed, all as may be required by the grantor for the particwd,u work in progress. 8. Minimum Interference With Traffic. All work shall be planned and carried out so that these will be the 6,1 possible inconvenience to the traveling public except for the specific work permitted. ' 9. Storage of Material. No material shall be stored within eight (e) feet from the edge of pavement or travelr,I way or within the shoulder line where the shoulders are wider than eight feet. No supplies or equipment shall be sto,.,,l on the highway until permittee is ready to start work. 10. Clean Up Right of Way. Upon completion of the work all brush, timber, scraps and material shall be enthAl removed and the right of way left in as presentable condition as before work started. ' 11. Standards of Construction. All work shall conform to recognized standards of construction. 12. Supervision of Grantor. AR the work shall be done subject to the supervision of, and to the satisfaction of, tha Grantor. -4 1 13. Future Mooing of Installation. It is understood by the Permittee that whenever construction, reconstmction u1 maintenance work on the highway may require, the installation provided for herein shall, upon request of the Granhu, be removed or revised at the sole expense of the Permittee within five days of such notice. - ' - 14. Expense of Inspection. On work which requires the presence of an employee of the Grantor as inspeom, for t salary, traveling expense and other incidental expense of such inspection during the work shall be paid by the Pemutle. upon presentation of a bill therefor. 15. Liability for Damages. The Permittee is responsible for all liability, for personal injury *or property damapr. which may grist out of work herein permitted, or which may arise out of failure on the Pennittee's part to perform h,. • obligation under the permit in respect to maintenance. In the event any claim of such liability is made against the Stat, of Califomia,or any department, officer,m employee thereof, Permittee shall defend,indemnify and hnld them and rd.1, of them harmless from such claim. This permit shall not be effective for any purpose unless and until the above-na,„.I Permittee files with the Grantor, a surety bond in'the fors and amount required by said Grantor, unless specifil Alt exempted on the face hereof. The requirement that a bond be filed does not apply in the event the Permittee is ;1 3- - governmental board which derives its revenue by taxation. - •- - - - - - - . _ 18, Making Repairs. If the Grantor shall so elect, repairs shall be made by employees of the Grantor and III, expenses thereof shall be bome by the Permittee. All pavments to laborers, inspectors, etc., employed by said Crmt„t for or on account of the work herein contemplated, shall be made by said Permittee forthwith on receipt of writtr,t orders, payrolls or vouchers approved by Grantor. Or the Grantor may elect to require a deposit before starting mpun. in an amoutnt sufficient to cover the estimated cost thereof. - -- The Grantor will give reasonable notice of its election to make such repairs. If the Grantor does not so elect, ti„ Permittee shall make such repairs promptly. In every case the Permittee shall be responsible fm restoring any portion ,pt the highway which has been excavated or otherwise disturbed to its former condition as nearly as may he possible except r where the Grantor elects to sake repairs as above provided in this paragraph and except where pmvisimn to the conlrm t h made in the typewritten portion of the permit. Existing improvements shall be pmtected m relocated as required hen work authorized by this permit. If existing impmvements are damaged or their opvation iutpaired by *is work dlct shall be replaced or restored to the satisfaction of the Grantor. - 17. Care of Drainage. If the work herein contemplated shall interfere with the established drainage,ample pmvh4,/, shall be made by the Permittee to provide for it as may be directed by-the Grantor.. 18. Submit Location Plan. Upon completion of underground or surface work of consequence, the Permittee sh.,ll furnish plan to the Grantors District Office showing location and details. 19. Maintenance. The Permittee agrees by the acceptance of this permit to exercise reasonable care to maintai„ properly any encroachment placed by it in the highway and to exercise reasonable care inuspechng for and imunediaidi repairing and making good any injury to any portion of the highway which occurs as a molt of the maintenance of it,,. encroachment in the highway or as a result of the work done under this permit including any and all injury to Ili, highway which would not have occurred had such work not been done or such encroachment not placed therein. PIPES, CONDUITS, GAS PUMPS, ETC. ' 20. Crossing Roadway. Service and other small diameter pipes shall be jacked or otherwise forced under Ball, pavement without disturbing same. Pavement or roadway shall not be cut unless specifically permitted on the fav hereof. Service pipes will not be permitted inside of metal culvert pipes used as drainage structures. 21. Limit Excavation. No excavation is m be made closer than eight (8) feet from the edge of the pavement excel„ as may be specified. _ ' 22. Tunneling. No tunneling will be permitted except on major work as maybe specifically set forth on the facehernpl 23. Depth of Pipes. There shall be a minimum of 30 inches of cover overall pipes or conduits. 24. Backfilling. All backfilling is to be moistened as necessary and thomughly compacted to re•,psired dry dem.,m, per cubic feet. Whenever required by the Grantor, a trench crossing the roadway shag be backfilled with gravel it, crushed rock. ' 25. Surfacing. After proper backfilling. base and surfacing shall be replaced in kind, and the site restored to tab original condition,all to the satisfaction of the Grantor. 26. Mairsiam Surface. The Permttee shall maintain the surface over structures placed hereunder as long as nrmsarv. ' 27. Pipes Akmg Roadway. Pipes and utilities paralleling the pavement shall be located at the distance from traselyd way and at such depth as specificalh, directed on the face hereof. Cutbnv of tree roots will not be permitted. POLES, WIRES, CABLES AND OVERHEAD STRUCTURES ' 28. Location Pole Lines, etc. Pole lines shall be located one foot from the property line unless otherwve specified oro the face hereof. 29. Public Utilities Commission Ordcrs. All clearances and type of construction shall be in accordance with the applicable orders of the Public Utilities Commission of the State of California. ' 30. Pernisnon from Property Owners. Whenever necessary to secure permission from abutting property owners, such authority most be secured by the Permittee prior to starting work 31. Clearance of Trees. Poles most be of such height as to permit clearance over a tree 40 feet in height, where quick growing trees are in place. At locations where slow growing trees air in Platt, normal construction standard m i> ' be followed at the option of the pole line company,with provision to ultimately clear a 40-foot tree. 32. Guy Wires. No guy wires are to be attached to trees except on specific authority and in no event shall they be an attached as to girdle the tree or interfere with its growth. Guy wires shall be kept at a minimum elevation of six fret above the ground whenever an, directed. 33. Clearing Around Poles. The Permittee shall remove and keep clear all vegetation from within a radius of at least five feet of the poles. 34. Painting or Visibility Strips. All poles are to be painted for a distance of six feet above the ground using white Ind and oil or aluminum paint or in lieu thereof, when poles have creosoted butts, wood, metal or other approved type of visibility strips may be placed. Wood strips arc to be Douglas fit 1" x 3"—S' long placed on 8" centers about the ' base of pole and painted with white lead and oil or aluminum paint. if Mehl strips arc used such strips mar be placed either vertically or horizonWls. Paint is to be renewed as often as may be required to maintain a satisfactory covenne. If not painted when installed or renewed as the Grantor may consiaer necessary, the right is reserved to have this painting done and the Permittee hereby agrees to bear the cost thereof under the terms of this permit. Poles that do not present a possible traffic hazard will be given consideration for exemption from those provisions upon ' written request of Permittee accompanied by pertinent data as to pole location, difference in elevation,etc. The Grantor's decision will be final in this regard. 35. Remove Old Poles, Guys and Stubs The entire length of such timbers shall be removed from the ground and the holes back£Iled and thoroughly tamped. In paved areas, temporary A.C. surfacing shall be placed until such time as ' permanent repairs are made. PLAVTIVG TREES 36. Location and Species. The kscation and kind of trees to be planted shall be specified on the face of this permit. ' 37. Planting and Maintenance Cost. The Permittee must bear the cost of planting the trees. The arrangement as to maintenance of the trees shall be-specifically set forth on the face of the permit. In particular cases arrangements may be made for the Grantor to do this work upon deposit of a certain sum for each tree which is to he planted. The Grantor reserves the right to assume the maintenance or to decline to do so as conditions justify. ' 38. Group Planting. The cost of group plantings and similar special work which may be agreed upon with the Grantor •hall be borne by the Permittee. Land for such plantings shall be secured in fee by the Permittee and turned over to the State. Plantings for parking and picnic grounds will not be considered in this connection. REMOVAL, OR TRIMMING OF ROADSIDE TREES 39. Remmal of Trees. When permit is granted for removal of a tree as an, independent operation or as a part of other work, the entire stump shall be taken out for a depth of at least two feet below the ground surface or puhenzed with a rotary stump grinder. ' 40. Clearing the Site. All timber and debris shall be removed from the right of way. The hole left by the stucco shall be backfilled and thoroughly tamped and the site left in a presentable condition. 41. Trimming of Trees. In general, onh light trimming of branches two inches or less in diameter will be permitted and only when specifically so stated on the face hereof. The shapeliness of the tree must be preserved. ' 42. Inspection. if the permit requires irsspection by the Grantor during progress of the work the cost of inspection be shall borne by the Permittee. No charge will be made for occasional routine inspection. Road Approaches, Connecting Pavements and Minor Work 43. Grader and SPesilications. Grades and types of construction shall be as detailed by plans or stated on the face ' of this permit 44. Borrorc end Waste, only such borrow and waste win be permitted and within the limits as set forth on the face of this permit 45. Minor Work. Grading down of small hanks, small ditches, placing of awnings, and other similar minor work ' shall be governed by the general provisions and as detailed on the face bereof. signs 48. Clearance of Sigru. The minimum clearance from the sidewalk shall be twelve feet unless otherwise prosided a a provision of this permit ' Railroad Crossings 47. Safety and Convenience. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. ' 48. Meet Highway Grade. The grade and superelevabon of the track must conform to the grade of the highway at point of crossing. 49. Width of Pacing. The crossing shall be planked or paved as may be specified on the face of this permit for the W roadway and shoulder width. marnn.tits-wo rJi pu,6 c•• ' MAINTENANCE SPECIAL TERMS AND CONDITIONS STRUCTURES) ' TO BE ATTACHED AND MADE A PART OF ENCROACHMENT PERMIT N0. 779-E-765192 ' A. Iruection Requirements 1. It is imperative that the Permittee notify the State Inspector at least ' 48 hours prior to -starting any work under this permit. State Inspector Mr. D. Raymond Phone 14-63 -8003 between 7:'0-9 A.M. or if no answer phone -6_� -6 812 . between an PM. 2. All inspection costa incurred incidental to this work shall be borne by the Permittee unless otherwise specified on the face of the permit. ' 3 All work shall be performed on weekdays during the normal working •hours (7:30/4:00) of the Dept. of Transportation's inspector unless other times are specifically authorized. ' E. Specifications Unless otherwise detailed and authorized on the face of this permit, all work shall be done in accordance with the Dept . of Transportation Standard Speci- fications dated January 1973 to the satisfaction of the State representative and the following special provisions : ' 1. SAFETY AND TRAlPIC CONTROL: A minimum of SEE PERMITlanes shall be provided for traffic in each direction. In addition, Mearance of two feet ad.4acent to any surface obstruction and a five-foot clearance between the excavation and the traveled way shall be maintained. Provision shall be made for barricades, lights, and flagmen to adequately ' protect the traveling public during construction operations In accordance with the "Manual of :taming Signs, Lights and Devices for Use in Performance of York upon Highways ". When necessary for public safety, flagmen shall be on duty twenty-four hours a day at no expense to the State. When the permit authorizes installation by the open-cut method, not sore than one lane of the highway pavement shall be open-cut at any one time . After the pipe is placed in the open section, the trench Is to be backfilled in accordance with specifications, permanent repairs made to the surfacing and that portion opened to traffic before the pavement is cut for the next section. 2 . CONSTRUCTION P=VIRDMns : Unless otherwise authorized, pipes and conduits shall be installed in a manner to provide a minimum clearanee of 42-inches between the top of pipe and surface . ' F.C.C. pavement shall be seared to a depth of 1} inches by means of a concrete saw to provide a neat and straight pavement break along both sides of trench; also, provide an unfractured pavement joint and rigid bonding of pavement 'replacement patch. A.C. pavement shall be seared as required above for P.C.C. pavement except where in the opinlon of the State Inspector the pavement has been cut neat and straight along both sides of trench to provide an unfractured and level pavement 4olnt for bonding existing pavement and replacement patch. 7-KP- 13 IrL 74 Rev (over) Rtpak.rs to P.C.C. Pavement shall -be made within 5 working days of completion of becktfill and shall be made of Portland Cement Concrete containing a minimum of T sacks of cement per cubic yard. Replacement of P.C.C. pavement Shall eq•.&al existing pavement thickness. The concrete shall be satisfactorily cured and protected from disturbance for not less than 48 hour's. High early cement may be required at the discretion of the Dept. of Tramportation repre- sentative. Repairs is A .C. pavements shall be made within 5 working days of completion of backfill and shall be made with asphaltic concrete meeting State .specl- ficattons, with every effort made to match the existing pavement as to color and surface texture. hoplacement of A.C. pavement shall equal existing Pavement thickness but not less than 30. Rock base shall be required. Structural backfill within the existing or proposed roadbed area shall be com- pacted in horizontal layers not exceeding 8" in thickness using approved hand, pneumatic or mechanical type tampers to obtain a 'relative compaction" of 95 percent usini, California Teat Method 216P. Structural backfill outside of slope lines and nct beneath any roadbed shall be compacted to a relative compaction ' of 90%. Dackfill material shall have a "Sand Squivalent" value of Oct 1028 than 20 as determined by the California Test Method 211P, if the excavation falls within the existing or proposed roadbed. consolidation by ponding and ' Jetting will permitted when, as determined by the engineer, the backfill "te- rial is of such character that it will be self-draining when compacted, and the foundation materials will not soften or be otherwise damaged by the applied water and no damage from hydrostatic pressure will result. Ponding and jetting of the u r 41 below finished ride is not permitted. When Pending as je t.hg s perm , mar or use as s rueur&4 ogcxaj.Aj shall be placed and compacted In layers not exceeding 4 ' in thickness. Ponding and Jetting vs - methods shall be supplemented by the use of vibratory or other Compaction equip-ment when necessary to obtain the required compaction. BY accepting this permit, the Permittee agrees to pay all laboratory costa in conection with the necessary tests which may be required by the Dept. of Trans- portation engineer to determine the sand equivalent value of the backfill mater!Al or the trench backfill compaction. It is further -understood that the frequency of such testa shall not exceed one test per 1500 ' of trench at elevations of not leas than every 2' of backfill depth. Prior to starting the trench backfill, the Permittee shall make the necessary ' arrangements with the Dept. of Transportation or a private materials testing laboratory to conduct these tests. Repairs to asphalt shoulders shall be made with asphalt concrete to match the existing shoulder. Concrete sidewalks or curbs shall be cut to the nearest score marks and re- placed equal In dimenaione to that removed with $Corr marks matching existing score marks. When installation is to be made by boring or jacking under the traveled way, ' excavations on either side of the road shall be sufficiently distant from the edge of pavement to insure pavement stability and minimum obstruction to traffic as determined by the State's representative. If considered necessary by the State 's representative, the Permittee Shall at his expense, pressure grout from within the casing and/or from the top of Pavement, the area between the pavement and the casing in order to fill any voids caused by the work as covered under this permit. Service connections must be Installed at an angle of 90 degrees from the center lie of the Stats hig-may which the main line traverses. MAINTENANCE - PERbSIT9 SPECIAL PROVZSION9 (ROADSIDE IMPROVEMENTS) TO BE ATTACHED TO AND KADE A PART OF PERMIT NO. 779-E-765192 ' I. INSPECTION REQUIREMENTS It is imperative that the permittee notify the following State Inspector 1 at least 48 hours prior to starting any work under this permit . State Inspector: Mr. D. Ra,rnond phone 714-639-5003 between 7 Lo M or if no answer phone ' 71L_r, ,_,;_ ; between :00 a.m, and 4:00 p.m. All inspection costs incurred incidental to this work shall be borne by the permittee. All work shall be performed during the working hours regularly assigned to Department of Transportation employees. II. CONSTRUCTION REQUIREMENTS Unless otherwise detailed and authorized on the face of this pe unit, all work shall be done in accordance with the Division of. Highways Standard Specifications dated Jan. 1973 and the following special provisions: (Only items pertaining to the applicable construction work will apply.) A. Sidewalk shall be constructed with Class "A" Portland Cement Concrete ' four (4) inches in depth except at commercial driveways where six (6) inch depths respectively, will be required. Back edge of sidewalk shall be placed on the right-of-way line. The finished grade or sidewalk shall have a cross fall of 1/4 inch per foot. Concrete shall be scored in accordance with the Standard Specifications or so that scoring will match adjoining existing concrete. B. P. C. C. sidewalk shall be constructed using a minimum of 4" of Class A P. C. C. over 4" of pea gravel or sand subbase and soil ' sterilant consisting of 25% sodium-clorate per gallon of water ap- plied at the rate of one fourth gallon per square yard. The 4" of sand subbase may be waived provided the native soil has a sand equivalent value of 20¢ as determined by California Test Method 217F or as determined by the State Highway Representative. C. Concrete curbs and utters shall be constructed to authorized plan (ra es or, con ormance with existing curb for alignment and grade. State Standard type curb and gutter is required.) Grade and align- sent of portions of curb-returns lying outside the Division of- High- ways f- High- ways right of way mus ve a approval of the city or county Involved. Prior to the construction of new curbs, the permittee shall relocate surface obstructions (such as utility poles, trees, etc .) to loca- tions back of the proposed curb, also continuation of curt line within the following limits: Fifty (50) feet back from beginning of ' 7-NP-17 (OVER) Sep 74 of curb construction and one hundred and fifty ( 15?) feet beyond the end of curb construction for safe traffic movement . Removal or re- location of surface obstructions shall be done without expense to the State. ' D. Sections of existing concrete curbs and sidewalks to be removed shall be cut on the nares score marks beyond the limits or remova This concrete shall be removed to full depth and disposed of outside the ' State right of way. Unless a neat cut is made without damage to re- mining concrete, additional concrete shall be removed to the next score line, uoing a concrete saw if considered necessary by the State ' Inspector. E. (1) -Concrete driveways shall be constructed in accordance with the attached Regulations for Standard Driveways. (2) Concrete driveway shall be located to provide not leas than 2 feet of full-height curb between permittee's property line and driveway. ' In those cases where the lot line does not intersect the highway right- of-way line at 900, the extension of the property line within the State right of way for purposes of determining driveway locations, shall be on a line at right angles to the curb or edge of traveled way and passing through permittee 's lot corner. P. Tem oraz driveways when authorized shall be constructed with Asphalt Sur ac ngth of not less than three (3) inches . The edge of driveway shall be not less than five (5) feet from permittee 's side property line when curbs are not constructed. Driveways shall be constructed at right angles to and shall Join exist- ing surfacing. Radius of flared sections placed between edges of pavement and driveway shall not exceed ten (10) feet, unless a larger radius is authorized on' face of permit. Finished grade of surfacing placed between traveled way and curb shall ' conform to existing shoulder grade. This construction shall not interfere with the existing drainage in any way. The permittee understands and agrees that asphalt-concrete surface driveways are temporary; at such time as concrete sidewalks are con- structed, asphalt-concrete surface driveways shall be replaced with standard driveways of Portland Cement Concrete. All driveways shall be constructed over 6 inches of aggregate base . 0. Roof drains, when authorized, must be restricted in use for the exclu- sive purpose of draining rain water from the roof of permittee 's building and/or paved parking lot. Roof drains if used for any other purpose, such as draining waste water or domestic supply water onto the highway, will be summarily plugged at curb face outlet by State forces . Drains shall be installed at right angles to the curb line. Removal and replacement of concrete curb and sidewalk sections for the installation of roof drains shall be done In accordance with provisions of Paragraph "C" above. H. Roadaide landaca i , when authorized, shall conform with requirements ven g , on a ace oP the permit and/or the State 's Landscaping Regulations. ' 7-UP-17 (back) Sep 74 BORE CLAUSE All boring operations shall be made without the ' use of water or air excepting that a minimum amount ' of water supplied from a container mounted on operator's equipment may be used for bit lubrioation only. If considered necessary by the State 's Representa- tive, the Permittee shall, at his expense, pressure grout from within the casing and/or from the top of pavement, the area between the pavement and the casing, in order to fill any voids caused by the work as covered ' under this permit. FORM OT EP-Bor. Rev. 3 2/23/T7 1 State Divi.-ton of Highways District 7, 120 So. Spring St. , Los Angeles, California 90012 Encroachment Permits, Room 110. Phone 620-3660 Basic Encroachment Regulations -- DRIVEWAYS Policy: These instructions apply to the location and design of residential and commercial driveways to serve property fronting on State highways in cities and in areas outside of cities where urban type development is encountered, but not in cases where highway access is controlled by deed conditions. S ecifications : For design and construction details, see State broc ure en e , "Regulations for Standard Driveways - July 1945• " The maximum length of a Residential Driveway is 20 feet for a single driveway, and 30 feet for a double driveway. The maximum length of a Commercial Driveway is 35 feet. Where only one driveway serves a given property, an increase in the maximum width will be considered if the prima facie speed limit is 45 m.p.h. ' and the width of State R/W constricts driveway approach. When more than one driveway approach serves a given property frontage, the total length of driveways shall not exceed 70% of the ' frontage where such frontage is 100 feet or less, and shall not exceed 60% when the frontage is greater than 100 feet. Location of Driveways (1 ) --The— section 0 a driveway shall not cross the side property line unless the application for permit includes the approval and sinature of the adjacent property owner. (21 - When approval of adjacent property owner has not been obtained, as mentioned above, the driveway shall be located to provide not less than 2 feet of full-height curb between the top of "X ' section and side property line. This will provide room for the installation of utility poles, light standards, fire hydrants, etc. , in the vicinity of the side property line where they will afford the least nuisance to abutting property owners. In the absence of curb, the edge of driveway shall be located not less than 5 feet from side property line to provide for future curb construction and the minimum 2 foot full-height curb requirement mentioned above. �3 - Consideration will be given in extenuating cases to start the X ' section of a driveway at the side property line. To illustrate : ' (a) - An existing building may be located up to the side property line in which case the proposed driveway wound not conflict with future adjacent property driveway. �b - A• Joint driveway design could be considered, in which case the X ' section could start at the side property line provided that the width of driveway is limited to one-half of the maximum allowable width pending future construction of the other half on adjacent property. (4) - Driveways may encroach one-eighth (1/8) into the arc of the curb return when the curb return radius is 35 feet or greater. The curb return area is required for the proper location of standard highway signs, traffic signals and street lights, also provide for pedestrian safety. (See reverse side for typical driveway sketches. ) Instruction Form 07-C-(Drws) Revised 2 TYPICAL DRIVE'W'AY DETAILS PLAN-I. In the absence of curb, temporary driveways surfaced with Plant-Mixed Surfacing between R/W line and highway pavement are permitted with the understanding that when community development requires the construction of curbs , the permittee shall replace driveway surfacing, between curb and R/W line with Portland Cement ccn- crete, 4" thick for Residential driveways and o" thick for Commerciaj Driveways. Under this plan, Asphalt Concrete Surfacing may not be ' placed in the 'area between the R/W line and highway other than the area allowed for temporary driveways. Plan-II. Where curbs are constructed, the driveways shall be paved with Portland Cement concrete, 4" thick for Residential and b" thick for Commercial driveways. If requested, a permit will be Issued to construct sidewalks with Portland Cement concrete 4" thick. The minimum width of sidewalk is 5 feet with back edge on property I line . Approval will be granted to construct sidewalk between proper- ty line and curb. Types of sidewalk not permitted: Asphalt, colored concrete, flagstone, brick, tile, or gravel . Plan I Rural or Temporary Driveway R/W _ Line �28' Min.--+i Min.-�-' S� Side PSL `3 A.C. 3" A.C. —�-�'= Min. R=10' \_� R•10' R=10' Existing E. P. Plan 31 Urban: Commercial or Residential x x x x � 20'Max.Dbl. 22' Mia Single Dr. 12' Max.Sig. 359 5 Max. ' Side R/W_ Line:2, _ 0' Min._ P/L_ ' Full width side Ik, esjidentiar Full Height Cotpmerical �- 2' Min. Tree Well---- }IOM 4 P.C.C. 6 P.C.C. Ic w Curb a Gutter N PlanX Joint Driveway tA'` Property ---_}+- 9's Property Ix V2'—;IT V2'�xI /W Lino __ _ _ -_ 14 V2' I': Std. 5!Sidewalk 1 Max. when "A" builds before "8" Curb a Gutter JAC 2/3/70 MAINTENANCE - PERMITS SPECIAL PROVISIONS FOR ENCROACHMENT PERMIT NO. 779-E-765192 IHIGHWAY FACILITIES: THE PERMITTEE SHALL NOTIFY TAE DEPARTMENT OF TRANSPORTATICN SIGNAL LABORATORY AT 213-620-2215.. AT LEAST 72 HOURS IN ADVANCE OF ANY EXCAVATION WITHIN 500' OF A SIGNALIZED INTERSECTION OR IN TTS VICINITY OF STATE. LIGHTING FACILITIES. = PERMITTEE AND/OR HIS CCNTRACTOR ASSUME THE RESPCNSIBILITY FOR THE PAYMENT OF ALL COSTS INCURRED BY THE STATE IN REPAIRING FACILITIES DAMAGED DURING CCNSTRUCTICN. REVESTS FOR RELCCATICN FACILITIES FOR THE CONTRACTOR"S CONVENEETICE MUST BE MADE IN WRITING WITH THE CONTRACTOR ASSUMING COSTS. 7-MP-30 AUG 73 r-f4 k •.h• ! 1•sr.w•w •_y� �I(1II�. I x,'�wr�.w .-fI ..�� y..,:f."._r� '.7 r .ad p/��..4.--.y�.�- •1•T � 11.1 ,_'b1•��._� L !-.i e.i B. ^ ----------- A! ALA -°A A" TYPE E TYPE G TYPE A (ON BMiQlj sl CURB QUANTITIES • NOT[ 111.A]swN-.MP.e lP f r p..,n O fes. r r I••rw P�Nnq p.anml e...e.lle...A x. a G OV)b! E OOaaar ey- Y 2• •2•T _ h ....IM A' 6 of e.Ey e.,,y rx'.w.br. ,WT(��1'.1� sh' ryI�-Z.�'..r'...•w• B � . .i a oive. - - ••i ,�_._.-e k•:. 1 +4�•�;I Bek.. '`� �x�. le.e..n s.wo pi 0 MA IN^rW..N Mrs I M O Vi<09 Pi ti 6..01 w.<w.',� B4 TYPE N e 7 TYPE B ION WDGE st Z m MORS y x VN.e,.e�Nn•o•ro+s...W.vM 4L — 40W.nwy.e Mum.wn.w7N C q%.a r 5"ryJr � i _ ;M•lu4 � � FA• V(M ) rN.CA.C.Bn.l.M..bP a4�...1 r eme. IASL , e%.•,.o,.e u•l re.a•,�s...w•w l.n •.o Niam�b O w•u,rnyii Tr n•.•+v. f•en.Oy.Y Mwnd.6we �yy r.yr.n. p'�Wnei yu4 i.•.M ..e...r4 rn.oe...+ FR I!•°°._— — � S'r 'ena.a�"`-i 1 s sew..am A.o..an..".'w a•wa PLANIVt-M- a u».....•.+ro.✓w aw.w•won.e« B,m..d•.bl..•«... .._, • . ��...a..w.mK��..nar 'Ce6ICA] - rbw.dwn� E,1 E VA I IQN 'rl IlyJ.. 'Y-!`•"•0'� Pm.uP M WIN 1 tt.3.1 ___.____ 1 DRIVEWAYS �:�'y, a%•.a. BM!'J �• py....ni.r..Mwn lr.r[0.tll ' D•...• no TIP A.x elll/l it.M I...K.'"..lfN[. wRrMG +-••=�—.— <mU plrMr.Nx. u. rlrwW.runw SiECT10N5 oRB TRAN$ITlQN-TYPE A-2 M TYPE G CURBS AND DRIVEWAYS NB-A 1 fw•bIr q___ .�. ~� ftYw"bf N �� ;•� r _ T /J Nll lbw q MIl, !�1 ♦ • +— I / ■ w••q NI� IrrN f•,•N ►MwN f_� �Nd /w� MNI«!I..1• ;F •\INff•1r_ ■/r _� _ ni NI.fI, I=frl /r�■`i I ly.rN _ NY/MNr1pxCwllwl`w-.e.�N•NIrwC.e.r..MNA•Irx••.r.1.41wxb1 x rWN M1C•axw f 1 twMx•w•O • .Y\x n rN...n I.b••.N.f'•r.,r•Ia / __ �< w b•I ,N «M f•1\ •NII Y ixxxr __ ___ , rf M.n n C••• UE�:.NE � Ma N••I II„1 be11N L __ _ • w•w IpvNu b CNr•.wr rW CASE A •tbw I N .bIM "' - Iwi ate:•`«�=i�.:.i CASE C IfMr.al\ 1•••Mw Y NY1x1.`••Yn WI N 1 •w) N.IIw,r•N CASE F :::'::.w"..:., - • 11 Ilwwnl w .M•1••HN N w .ff\ •w! Nr.•r•M„M b.]rltx f�N101 P I . 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JL..I•xwnw•.. ►YN' I� U —I e N»,r Vm•»;«u w.wwy Lw• l♦.1N III N .yf• :b w SECTION A.A IMfx Nw q w «.IIw,'• w•.+ '. r1 Nw xl•.-..I,nI,.N.•T.... .w _ T�N Nr r•b•Cr• ._ —_ «•wl.«�Nw• A•I•'r - I....t le a f�jyN Ia•«I n _ - _ Iw^f•N\x,INNrNY;roY DETAIL N <w•w.LN.Yo.•twr.N -.ff f JI fN NNI 11 I 4blw r•M MM.� 111 DIN.rro Ir+M.NiM wr.•Ix. SECTION 0.9 """ r uVil,'c... ----r •..x�:xr•II www I.i.•':..A....N x w.... �x Nba•IwrN w rwhN •.x h , `_ ♦.• ' �e 1 T w.♦.�•w....M rro ICI w...N i ri.1..1•r II.,Ilr IrlNrf� - / __ . _ Ill'r`IP TCLf'r•I.�<:11�..5� IDI:�i:«r��:.:�..'ii iii f 1•r.— (1� r I l lr.� w. I/(/�� __ 1{ 11 N «f -II _ _ 1 �,,,alw lr.,w.««• SPECIAL DETAILS C`_1— _ `_ u•••'w• J �• •. -Zr. WHEEL CHAIR RAMP CAS ,, T I E E GROOVING DETAIL :: DETAIL NO I SECTION C•C S DNE-B J "The permittee for himself, his personal representatives, successors in Interest and assigns, as part of the con- sideration hereof, does hereby covenant and agree (1) that no person on the ground of race, color or national origin shall be excluded from participation in the use of said facilities , (2 ) that in the construction of any Improvements on,. over, or under such land and the furnishing of services thereon, no person on the ground I of race, color or national origin shall be excluded from participation in, denied the benefits of, or otherwise be sub 4ected to discr-nination, and (j ) that the permittee shall use the premises in compliance wish all other require- ments imposed by or pursuant to Title 49, Code of Federal Regulations, Department of 'Transportation, Subtitle A, I Office of the Secretary, Part 210 Nondiscrimination in Federally-assisted programs of the Department of Trans - portation-Effectuation of Title V= of the Civ_! RSg %ts Act of 1064, anal as said regulations may be amended . " "That in the broach of ar,y of the above non-discrimination covenants , the State of California , snall have the right ' to terminate the permit and to re-enter and repossess said land and the facilities thereon., and hold the same as if said permit had never been made o_ issued . " 1 r •PoeM CMM.PA lP[v LSU BUSn No.— -- IPEa4rr No. LOCATION —__-- EPlecrtyE DAT — ore* co. XT. P.M BOND [HighNvay Encroachment Permit] Knott All Men by' These Presents: Wn"E.+s, The hereinafter named principal has made or will make application to the DEPAPT?ICST or TRANSPORTATION, Of the State of California, for the issuance of a permit—, in accordance with and subject to the provisions of Article 2, Chapter 3, Division 1 of the Streets and Highsvays Code, as amended, for 1 construction of the following described improvements: r - - I 1 _-- and WHEREAS, said applicant may apply for and said Department of Transportation. of the State of California, ' may grant a renewal of said permit, and WKEREAs, said Department of Transportation. acting by and through its duh authorized officers, has determined and required that said applicant shall file a bond to the people of the State of California conditioned for the proper compliance with the requirements of said legislative act and the regulations thereunder of said Department of Transportation, and precedent to the taking effect of such permit in the penal sum of Dollars (S )• Now, THEREFORE, The undersigned principal and— I 1 _ Ior w� uw.we�-M�ao o eo r . 1 cwporahon organised and existing under the laws Of the SLde ut----- --- and authorised to transact business in the State of California. is suret%. are held and firmh bound in the \%hole sum of -- -- llullan (S-------), lawful money of tho United States of America, unto the people of the State of Californi.l, hereinafter designated as the ohli_er herein, for the payment of Mile)] sum. \roll and truly to be made, ae hereby hind oursehes, our heirs, executor,, administrators, successors and assigns, jointh and severalh, finnh by these presents. The condition of this obligation is such that if the said principal, his, their, or its heirs. executors, adminis. trators, suc•cesson, and assigns shall properly comply with the requirements of said Act of the Legislature of the Stade of California. hereinbefore referred to, and of the terms and conditions of said permit—, and any renc%%al thereof issued by said Department of Transportation, and shall indemnify and save harmless the ,hose ohli res, and each of them, from am and all claims, suits, action or actions of eyen name, kind and description, brou,ht for or on account of any damage or injuq to the State highway, or any part thereof, or to any real or personal property, or to any person or persons whomsoever, occasioned by or arising out of amfailure of the principal to comply lith any of his or its obligations under any such permit or permits, and shall properly safeguard said work and the State higheyay and all bridges and other structures thereon, and shall bear the entire expense of replacing the highssav and even' part thereof in as Good condition as before, then this obligation to be yoid; other%ise to be in full force and effect. This bund is effectise from the date hereof and shall cover an} act or omission of the principal under the permit and rcne\%als thereof. Unless othcnvise stated herein, this bond may be canceled upon 30 days written ' nohce recessed by the Department of Transportation of the State of California from the surety, providing the ahme bounden principal has not commenced performance of the stork specified to be performed prior to said 30 data. 1� 1 MNE,s N.etexeor, We have hereby set our hand and seal this da\ of— ---_, 19—_. rPRINCIPAL AND APPLICANT SURETY BUSINESS ADDRESS BUSINESS ADDRESS By ATTORNEY IN FACT By r 1 INSPECTION OFFICE COUNTY OF ORANGE PHONE 834-3488 ENVIRONMENTAL MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST REGULATION/CENTRAL PERMIT DIVISION SANTA ANA,CA. MAILING ADDRESS TELEPHONE. 834-2626 PERMIT P.O. BOX 4048 AREA CODE 714 SANTA ANA,CA.92702 PERMIT NUMBER 1. PERMIT DATA George Lohnes — 79 PERMITTEE: ROAD OCFCp X City of San Juan Capistrano 32400 Paseo Adelanto OCHBPD OTHER San Juan Capistrano, CA 92675 EFFECTIVE DATE FACILITY IDENTIFICATION: San Juan Creek Channel (LOl) EXPIRATION DATE From Lallovia Bridge to approx. 1800' D/S See Special Provision I R/W CLASSIFICATION Compliance with Environmental Quality Act 3-B.3.a C 2. PERMITTED USE Permittee is hereby authorized use of county property as follows, subject to provisions on reverse hereof and attached hereto: To install, operate and maintain three (3) storm drain entries within county's San Juan Creek Channel right of way as shown on attached plans. n � inn 4.0 � vl Z -4 —• n DDT V C Mai 3. PERMITTEE'S ACCEPTANCE CD Permittee accepts permit and agrees to comply with and be bound by the terms thereof. o -4A� � -. `/ 3 PERMITTEE 4. REVIEW BY COUNTY COUNSEL 5. CONSIDERATION Approved as to form: Permit Fees $582.50 (4001-738-275-KH) Surety See S2eciallnsurance See Special DEPUTY Provision C Provision J 6. APPROVAL (Permit not valid unless executed by either A or B) A.APPROVAL BY BOARD OF SUPERVISORS B. APPROVAL BY E.M.A. Approved by Board of Supervisors of the County of Approval by authorized representative of Environmental Orange. Management Agency pursuant to authority delegated by the Board of Supervisors by Resolution or Ordinance No. F69-62 adopted Sept. 23, 1969 CHAIRMAN.BOARD OF SUPERVISORS DATE ATTEST-CLERK DATE AUTHORIZED REPRESENTATIVE DATE v STANDARD PROVISIONS 1. Permits issued by this Agencv are pursuant to the authority vested by lino- Board of Supervisors for the County. of Diange, O:dnge County Floud Control District and Orange Cuv,,ty Hartxxs, Bedches and Pc'xs Dsn,ct. 61i' une or a of which are here" �ndfiC referred to as County 2. Permittee agrees to save County, its ayene'es, districts, etc , mtlud,nh g , o'ficrrs, agerts or employees, harmless from any and d', penalties, 1,auditres or loss resuli'.,rg fiom cld•ms or court actions, ars:ng d. ectlir or ind,iectty out of any damage or injury 1 to persons or property by reason of the acts or amiss ons of Permittee its agents, employees or mdependeri contractor, in'eze,C{ng any of the p, ,ileges. here,r� g'ar.ted t or in consequence thereof y 3. Should a^y damage or mjcry to the Courty ,vo-ks occur, either through the act: of agents, ser,ant, or employers of Perm,rte< or by any independent co-)r-actor of Peex_-'C ,e c` rhe •_r,h•s 'I, 'I'';- gran:ed. P,.r.r•it'ec err e0 =-Fly, 'pori 'n' V., tier dc^l o^. v. �JJ'L), le,i V'r such ?o thF eon^lion o' some: O'i in, crate ro, hr o_cu enrq of s d do,,-gr o t 'yL, P .. tee co_ orpense .he d to win. .he. or n arts Iuch a a o y ac p C e _..e v A. she b ._i" . .,r ... D.i w.%, t.." E -: me- 4 r e o`. t_r.,: _e•vy [ I 0 S„rh 5. uhs _ .� ,r_. e a.. rr, ?c-, TIC '-Q- 3:.0'._. _i. e 1,. nn�”. "_, 4. etc O` r.,._ Lt'.I "y (It C .,e 1— ''. C.f l.a , c t. 7 _ 9. fvo ate._.s o' ,v 3'R s .c t be Ur <J. ..'� i.. . .. CrJr^, 1-c+ :.ar :n. •h�._• •r,c ( :�I k^cn"e''ue cf air 7r'°A v- .' sr„, C•- ci. noigless t-e_n _ ho: ,, lc- c a, b, : N o ! :-d to o" cc e'ur . g -,r work C4.-.7-s a-.d ho . . Sad ct ' ^r - e '.e 1bTc L t„'Ep-io e n'..' -,E O Pi m,tlu S a_t-�O' v 11 J 2 fo• C0o-0 ^'o: or: and o' :rte pe-:n-nr 4 use. _. t7authu r o r i _.'dc _ _ andr-u t^.c s-. ....:-t of o' Coun;y ,r„peclor. 10 Th ' p..^, ma, br Im.tfoea,,_..e. oe: „t ih, =aunty .r I ,d ' .. . r.eLOr'. of ; m i p'., 'm I ). .:r _e.J' .. - J'S J' for tn[ „ '), O4 a rtw,dniT ,:P” ^rt c- ij'r {„ t!-.� rj,. ao= n` _"s' tg ` t* AG:r.^.y J, d i v': d r•e.e, - i e, - Pi n• h mm<d ar r eLa t .ip.;ra. e-.d ie y -.3.: :.r i y as d :o-d uv a rq:ped , i p Cior. i COUNTY OF ORANGE ENVIRONMENTAL MANAGEMENT AGENCY REGULATION/CENTRAL PERMIT DIVISION [79)00659(FS) SPECIAL PROVISIONS Permit NO A. Permittee shall construct the permitted works in accordance with county's approved method of construction and approved plans and all work shall be sub- ject to inspection and approval by county's inspector. Certification for all materials and work, including compaction tests, shall be furnished by permittee upon request. Certification shall be made by a certified testing agency or firm acceptable to the county. B. The county possesses limited rights in the area of this permit which may not be sufficient for permittee's purposes. Permittee acknowledges the limitations of county's rights and agrees to secure permission from any other owner required for exercise of rights permittee needs. C. Permittee further agrees to require surety for the permitted improvements and shall not exonerate such until permittee receives a Completion Report executed by county's representative. D. The granting of this permit is not an approval by the county of the adequacy or the method of providing for the drainage of the area. Permittee, successors or assigns shall be responsible for any work or action that may be required in the future to maintain, improve, correct or modify the tributary storm drain system. E. No open cutting or removal of the county flood control channel section shall be permitted between October 15 and April 15, except under conditions and a timing schedule approved by the county. Permittee, or its assigns, shall provide for the free flow of storm runoff in the county channel at all times and permittee agrees to assume liability for any damage that may be caused by contractor's failure to do so. 1 F. Permittee, or its assigns, agrees to provide the contractor on the job site a copy of the permit and a complete set of plans stamped with county approval. Al materials used, method of construction and use of county property shall be sub- ject to inspection and approval by county's inspector who shall be given notice by telephone at 834-3488, or by writing, addressed to 1140 Fruit Street, Santa Ana, CA 92701, at least 48 hours prior to the commencement of the permitted work. G. In the event the work is not continuing in a satisfactory manner, as determined by the county's inspector, the county may, at any time, complete the work or may temporarily suspend all work in county right of way and permittee agrees to pay all costs incurred by county. Continuation of work shall not be permitted until such time and under conditions as approved by county's assigned inspector. I H. All excavations and backfill shall be compacted to a relative density of at least 90% of the maximum density as specified in California Test Method No. 216. I. This permit shall become void in the event the use permitted is abandoned for a period exceeding one (1) year. J. Permittee acknowledges its responsibility to carry or require its contractor to carry adequate workers' compensation, public liability and property damage insurance coverage. CITY OF SAN JUAN CAPISTRANO ASSESSMENT DISTRICT 78-3 DETAIL SPECIFICATIONS AND METHOD OF PAYMENT SECTION 1 - CLEARING AND GRUBBING Clearing and grubbing shall consist of clearing natural ground surfaces ' of all vegetable growth and objectionable materials within the limits of construction in accordance with the provisions of Section 300-1 of the Standard Specifications and in accordance with the plans and these De- tail Specifications and as directed by the Engineer. Clearing and grubbing shall also include the removal and disposal of all miscellaneous concrete, pipes, hardware, timber, rubble or any other objectionable material encountered beneath the ground surface as a result of grading or trenching operations connected with the con- struction of the project improvements. The Contractor shall protect all existing structures of facilities which are adjacent to, but do not fall within, the limits of the work to be done under this contract, in accordance with Sections 7-9 and 300-1 of the Standard Specifications. This item shall also include those structures and facilities which the plans show to be protected. Any structure or facility to be protected, which is damaged as a result of the Contractor's construction operation shall be replaced by the Contractor, at his cost, to the satisfaction of the Engineer. In addition, clearing and grubbing shall include, but not be limited to, the following items as shown on the plans or specified in the Detail Specifications and Special Provisions: 1. Removal of trees, shrubs, stumps, trash, debris and fences, whether or not specifically indicated on the Plans or otherwise shown. 2. Deleterious materials resuling from clearing and grubbing oper- ations shall be hauled away and disposed of at a site obtained by the Contractor. 3. Clearing for and providing temporary graded driveways and continuing maintenance thereof to provide continuous access to all residences within the project area, and as directed by the Engineer. 4. Minor grading for swales and drainage control. and minor grad- ing on adjacent properties to match the proposed improvements. The Contractor shall perform this minor grading to match new improvements within 10' of the new right-of-way at the request of the Engineer, regardless of whether or not it appears on the improvement plans. 5. Sawcutting of concrete and asphalt concrete at joins. S-1 6. Protection of relocated utility structures prior to construction of proposed improvements. 7. Remove and dispose of interfering portions of abandoned utility lines and structures. 8. Remove and dispose of interfering portions of existing sewers and storm drains and structures designated on the plans to be removed or abandoned, (see Section 33 herein) . 9. The removal and disposal of any additional items not specifically mentioned which may be found within the work limits. 10. Furnishing and applying water (see Section 15 herein) . il. Dust control (see Section 16 herein) . 12. Dust control (see Section 16 herein) . 12. Maintenance of project appearance. 13. Control of water and dewatering during construction. 14. Cleanup of projects are upon completion of work (see Section 16 herein) . Clearing and grubbing shall also include mobilization. Mobilization shall consist of preparatory work and operations, including, but not limited to, those necessary for the movement of personnel, equipment, materials and incidentals to the project site necessary for work on the project, and for all other work and operations which must be performed or costs incurred prior to beginning work on the various contract items on the project site. Payment for clearing and grubbing shall be at the contract lump sum price and shall be full compensation for furnishing all labor, materials, equipment and incidentals necessary to perform the items of work. SECTION 2 - EXCAVATION Excavation shall include excavating, removing, hauling and recompaction of street soil material to the subgrade elevations and cross sections of the finished improvements indicated on the construction plans. Excava- tion shall be done in accordance with Section 300-2 of the Standard Spec- ifications. Soil material excavated from the roadway and slope areas shall be as fill within existing street rights-of-way, street slope areas and landscape areas. The material shall be spread and compacted in these areas in accordance with Section 3 of these detail specifications. The quantities for roadway excavation are based on cross sections taken at 50-foot intervals with considerations made for local variations between these locations, and are believed to be accurate. S-2 The estimate quantity of material from roadway excavation based on the above cross sections is 29,942 cubic yards without allowance for clear- ing, consolidation, shrinkage and subsidence. The Contractors attention is directed to Section 3, "Unclassified Fill" of these detail specifications. r (Quantities of and payment for excavation shall be considered as included in Unclassified Fill and no additional payment shall be made therefore. SECTION 3 - UNCLASSIFIED FILL Unclassified fill shall conform to the requirements of Section 300-4. The quantities for unclassified fill within the roadway and slope areas are based on cross sections taken at 50-foot intervals with considerations made for local variations between these locations and are believed to be accurate. The estimated quantity of unclassified fill (58, 144 cubic yards) cannot totally be generated from on-site excavations and will require that the Contractor import material. The Contractor shall be responsible for obtaining a suitable borrow site in accordance with Section 300-5.2 and shall place and compact imported borrow in accordance with Section 300-5.3. The Contractor's attention is directed to Section 2, "Excavation" of these detail specifications. The amount of excavation from the roadway and I slope areas available as fill is estimated to be 29,942 cubic yards without allowance for clearing, consolidation, shrinkage and subsidence. Additional material from sewer, water, storm-drain and utility trench I excavation may be used, however, the above volumes have not been determined. Payment for unclassified fill shall be the contract unit price per cubic yard and shall be full compensation for furnishing all labor, materials, equipment and incidentals necessary to perform the work. Unclassified fill, paid for on a per cubic yard basis, shall include excavating of on- site material and import of borrow material as necessary to complete the work as shown on the plans in all areas, i.e. roadway, slope, landscape mounding, backfilling, etc. SECTION 4 - CLASS II AGGREGATE BASE MATERIAL Class II Aggregate Base Material shall be used on Ortega Highway which is a state facility. The material shall conform to the provisions of the State of California t Standard Specifications, dated January 1978 - Section 26, Aggregate Bases. I Payment for Class II aggregate base material shall be at the contract unit price per ton in place. S-3 SECTION 5 - AGGREGATE BASE MATERIAL Aggregate base material shall conform to the requirements of Section 400 and the following supplement. In lieu of the second sentence of Section 200-2.4. 1 at least 65 percent, by weight, of the material retained on the No. 4 seive shall be a crush- ed particle as determined by Test Method No. California 205. Evaluation 'of gradation and sand equivalent test results shall conform to the provisions of Subsection 400-1.4. The gradation and sand equi- valent requirements of Subsections 200-2.2, 200-2.3, 200-2.5 and 200- 2.6 shall be the moving average requirements. Individual test require- ments for gradation and sand equivalent shall be as determined by the EMA-Materials Lab. Placement and compaction of base materials shall conform to Section 301-2 of the Standard Specifications. Payment for aggregate base material shall be the contract unit price per ton in place. SECTION 6 - SUBGRADE PREPARATION Subgrade preparation for all improvements shall be done in accordance with Subsection 301-1 of the Standard Specifications and these Special Provisions. The backfilling and compaction of backfill of voids left by the removal of existing facilities shall be done with native material and shall be in- cluded in the work done preparing subgrade. The provisions of Section 301-1.3 of the Construction Methods shall be modified as follows: Within the width of the roadway the top six inches of the sub- grade material shall be compacted to a minimum relative compac- tion of 95%. Shoulder areas and the subgrade material upon which curb, gutter, driveway and sidewalk are to be placed shall be compacted to a minimum relative compaction of 90%. After compaction and trimming, the subgrade shall be firm, hard and unyielding. 1 The provisions of Section 211-2 of the Standard Specifications shall be amended as follows: Method 2 shall be used for compaction tests. Weed Killer The provisions of Section 302-5 of the Standard Specifications shall be supplemented by the following: S-4 The subgrade of all areas to be surfaced with asphalt con- crete over native soil shall be treated with a Polybor Chlor- ate (or equal) weed killer at the rate of not less than one (1) pound per gallon of water and not less than four (4) gallons of solution per one hundred (100) square feet. The solution shall be uniformly applied with a power spray and the Contractor shall kill, by pressure injection, any weed growth that appears in the treated area within a year from date of application. The Contractor shall provide all necessary protection to prevent injury to adjacent plant life and property during the application of the weed killer. The Contractor shall also take measures to prevent overspray into areas to be landscaped, where designated on the Construction Plans. The Contractor shall insure that no weed killer is applied within two (2) feet of any area that is to be landscaped. Payment for preparation of subgrade and application of weed killer shall be considered included in the items of work for which the subgrade is prepared and no additional payment shall be made therefor. SECTION 7 - ASPHALT CONCRETE PAVEMENT Asphalt concrete shall meet the requirements of Section 400 and these special provisions. Coarse aggregate shall consist of material of which at least 75 percent by weight shall be crushed particles in lieu of the requirements of Subsection 400-4.2.3. The viscosity grade of paving asphalt shall be AR-4000 or AR-8000 as determined by the Engineer. The exact proportions of aggregate and the amount of asphalt binder for each type of mixture shall be regulated as directed by the Engineer. Normally the asphalt content shall be between 5.8 adn 6.0 percent by dry weight of aggregate. Grading shall be III-B2, III-B3, III-C2, or III-C3 as determined by the Engineer. The final or surface layer of asphalt concrete shall not be placed until all on-site improvements have been completed, including all grading, and until all unacceptable concrete work has been removed and replaced unless approved other- wise by the Engineer. The sand equivalent and S-Value requirements of Subsection 400-4.3 shall be the moving average requirements. In- dividual test requirements for sand equivalent and S-Value shall be as determined by the EMA-Materials Lab. Payment for asphalt concrete shall be at the contract unit price per ton. iSECTION 8 - ASPHALT CONCRETE CURB Asphalt concrete for curb shall be Type III, Class D, AR 4000, in con- formance with Section 400-4 of the Standard Specifications. Asphalt concrete curb height shall be as indicated on the plans. iPayment for asphalt concrete curb shall be at the contract unit price per linear foot. S-5 jSECTION 9 - ASPHALT CONCRETE BIKEWAY & MISCELLANEOUS ASPHALT CONCRETE PAVING Asphalt concrete bikeway shall be installed where shown on the plans and as directed by the Engineer and shall include asphalt concrete pav- ing of driveway areas and walkways as shown on the plans. The thick- ness of asphalt concrete paving for this purpose shall be 4-inches. Asphalt concrete used for bikeways, walk and miscellaneous paving shall be Type III, Class D, AR 4000, in conformance with Section 400-4 of the Standard Specifications. Payment for 4-inch thick asphalt concrete, bikeway, driveway and walk shall be the contract unit price per square foot. SECTION 10 - LIQUID ASPHALT Prime Coat Prime Coat shall be grade SC-250 liquid asphalt conforming to Section 203-3 of the Standard Specifications. Prime Coat shall be applied as shown on the plans. The rate of application shall be as designated in Section 302-5.2 of the Standard Specifications. Care should be taken to prevent tracking the prime coat on finished concrete surfaces such as driveways and gutters. Payment for prime coat shall be included in the contract unit price per ton for asphalt concrete and no additional payment shall be allowed there- fore. Tack Coat Asphaltic tack coat shall be Grade SS-lh emulsified asphalt, conforming to Section 203-3 of the Standard Specifications. Tack coat shall be ap- plied to all asphalt concrete and concrete surfaces to be joined by new asphalt concrete pavement. The rate of application shall be as desig- nated in Section 302-5.3 of the Standard Specifications. Care should be taken to prevent tracking the tack coat on finished concrete sur- faces such as driveways and gutters. Payment for tack coat shall be included in the contract unit price per ton for asphalt concrete and no additional payment shall be made there- fore. Fog Seal Coat A fog seal coat shall be applied over all join strips where asphalt con- structed under this project abuts or "skins over" existing pavement and as directed by the Engineer. The fog seal coat shall conform to the provisions of Section 203-3. Fog seal coat shall be an SS1 type asphaltic emulsion applied at a rate of 0.05 gallons per square yard or as determined by the Engineer. S-6 A fog seal coat shall also be applied over the existing easterly side of La Novia Avenue as shown on the plans from Windsong Drive to San Juan Creek Bridge. Payment for the fog seal coat shall be included in the contract unit price per ton for asphalt concrete and shall include full compensation for furnishing all labor, materials, tools, equipment and appurtenances necessary to do the work, complete in place, as shown on the plans, and as specified in the Specifications and Special Provisions and as dir- ected by the Engineer. No additional compensation will be allowed there- for. SECTION 11 - CONCRETE CURB AND GUTTERS, SIDEWALK, DRIVEWAY AND ALLEY APPROACHES, AND SIDEWALK ACCESS RAMPS Concrete items, as described above, shall be constructed in accordance with Section 303-5 of the Standard Specifications, the applicable OCEMA Standard Details, and as described herein. Slab thicknesses and curb heights shall be as shown on the Construction Drawings. The last sentence of the second paragraph of Section 303-5.5.2 of the Construction Methods shall be modified as follows: The name of the Contractor and the year in which the improve- ment is constructed shall not be stamped in the completed work. Portland cement concrete shall meet the requirements of Section 400 and these special provisions. For 2500 class concrete, a prequalified mix design may be used in accordance with the provisions of ACI 318-71, Section 4.2.2.1, in which f = 2500 psi. The sodium sulphate loss re- quirement and the gradation X-value submittal required of Section 400- 1.3. 1 may be waived by the Engineer. The cement type requirement, Section 201-1.2.1, shall be Type II or Type V as determined by the Engineer. Type II or Type V cement shall conform to ASTM C 150 and the low alkali requirements of Table 1A therein. The Cleanness Value requirement of Section 200-1.4 shall be replaced with the following: Tests Test Method No. Requirements Cleanness Value California 227 Individual Test 70 Min.* Moving Average 75 Min.* The Sand Equivalent requirement of Section 200-1.5.3 shall be replaced with the following: Tests Test Method No. Requirements Sand Equivalent California 217 Individual Test 70 Min.* Moving Average 75 Min.* * For 2500 or less class concrete, except concrete pavement, a S-7 minimum 65 Individual Test Result and a minimum 70 Moving Average will be acceptable if 2500 psi 28-day strength criteria of Section 201-1.1.4 are met, at a 6-inch slump or greater. The testing and acceptance determination will be made by the EMA Materials Laboratory. Evaluation of Sand Equivalent and Cleanness Value results shall conform to the provisions of Subsection 400-1.4. Payment for concrete curb, and curb and gutter shall be at the contract unit price per linear foot for each type of curb height, including trans- ition sections where the curb face varies and across standard commercial and residential driveways. Payment for concrete sidewalk shall be at the contract unit price per square foot and shall include sidewalk access ramps designated on the plans. Measurements for sidewalk pay quantities will be taken from the back of curb to the back of walk and between the limits of drive- ways. Payment for concrete driveways, both residential and commerical, shall be at the contract unit price per square foot for concrete driveway. ' Measurements for driveways shall be from the back of curb face to back of driveway, and the width of driveway, including the "X" and "Y" por- tion. SECTION 12 - METAL BEAM GUARDRAIL Metal beam guardrails shall be installed as shown on the construction plans, the referenced Standard Detail, and as specified in Section 304- 2.2.2 of the Standard Specifications. All guardrail materials shall con- form to Section 206-5.2 of the Standard Specifications and shall be maintained by the Contractor, once installed, until completion of the project. Payment for installation of metal beam guardrial will be at the contract unit price per linear foot as measured from the extremities of the term- inal section, and shall include payment for maintenance of the guard- rail during the project construction period. SECTION 13 - ADJUSTING EXISTING MANHOLE FRAMES AND COVERS TO GRADE Existing sewer manhole frames and covers shall be adjusted to the grade of the new finished surface where shown on the plans and where direct- ed by the Engineer. Adjustment of manhole frames and covers shall be in accordance with Subsection 302-5.7 of the Standard Specifications. Payment for adjusting existing manhole frames and covers to grade shall I be at the contract bid price per each and shall be full compensation for furnishing all labor, materials, equipment and incidentals necessary to perform the completed work. S-8 1 SECTION 14 - ADJUSTING EXISTING WATER VALVE AND WATER METER BOXES AND COVERS TO GRADE ' The Contractor shall adjust all water valve and meter boxes and covers to grade as shown on the plans or encountered within construction areas. Valve boxes within the street section shall be adjusted to grade after paving by placing a 6-inch thick concrete ring on compacted backfill with 1-1/2 inches of asphalt concrete pavement around the valve box. Minor adjustments to grade of existing water meter boxes in parkway areas shall be done prior to construction of parkway improvements. ' Any broken meter boxes shall be replaced by new boxes supplied by the Contractor and approved by Orange County Water Works District No. 4. Payment for adjustment of existing water valve boxes and covers to grade shall be the contract unit price per each. Full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in adjusting exist- ing water meters and/or meter boxes and covers to the grade of the finished pavement and for furnishing new meter boxes if necessary, shall be included in the contract unit price per each. SECTION 15 - FURNISHING AND APPLYING WATER Furnishing and applying water shall conform to the provisions of the ' Standard Specifications. Full compensation for furnishing and applying water will be considered as included in the contract lump sum price paid for clearing and grubbing and no additional compensation will be made therefor. The Contractor shall make application and pay all costs for a temporary water meter and water as required to Orange County Water Works District No. 4. SECTION 16 - CLEANUP AND DUST CONTROL Cleanup and dust control shall conform to Section 7-8.1 of the Standard Specifications. Full compensation for furnishing all labor, materials, equipment and inci- dentals to cleanup and control the dust as specified above shall be con- sidered as included in the contract lump sum price paid for clearing and grubbing and no additional compensation will be allowed therefor. ' SECTION 17 - TRAFFIC CONTROL Traffic control within the project site shall conform to Section 7-10 of ' the Standard Specifications. The Contractor shall at all times provide local access for the residents within the project area. La Novia Avenue and Windsong Drive shall be open to traffic at all times. Access from Windsong Drive to Ortega Highway and from Ganado Road to Ortega Highway shall be maintained until access is provided from La Novia Avenue to Ortega Highway. S-9 1 ' Ortega Highway is a state highway, the Contractor shall provide traffic control along Ortega Highway in accordance with the state encroachment permit and as required by the state inspector. The contractor shall absorb in his bid all costs for the above requirements and no additional compensation shall be allowed therefore. ' SECTION 18 - TRAFFIC SIGNAL INSTALLATION ' The work to be done shall consist of furnishing all necessary materials, labor, tools, equipment and appurtenances to install complete and in full operation: traffic signals, safety lighting and pedestrian signals and all appurtenant work as shown on the plans or as directed by the En- gineer at the following three locations: A. Ortega Highway and Rancho Viejo Road ' B . Ortega Highway and La Novia Avenue C. Rancho Viejo Road and Calle Arroyo ' The furnishing and installation of traffic signals shall conform to the provisions of Section 86, "Signals and Lighting", of the Standard Spec- ifications of the State of California, Department of Transportation, Jan- uary, 1978, and these special provisions. ' Equipment List and Drawings ' Equipment list and drawings of electrical equipment and material shall conform to the provisions in Section 86-1.03, "Equipment List and Draw- ings" , of the Standard Specifications, and these Special Provisions. The controller cabinet schematic wiring diagram and intersection sketch shall be combined into one drawing--so that the drawing is oriented with the intersections. ' The contractor shall furnish a maintenance manual for all auxiliary equip- ment and vehicle detector sensor units, control units and amplifiers. The maintenance manual and operation manual may be combined into one manual. The maintenance manual or combined maintenance and operation manual shall be submitted at the time the equipment is delivered for in- stallation, or, if ordered by the Engineer, previous to purchase. The ' maintenance manual shall include, but need not be limited to, the follow- ing items: ' a. Specifications b. Design Characteristics C. General Operation Theory ' d. Function of All Controls e. Detailed Circuit Analysis f. Troubleshooting Procedure (Diagnostic Routine) g. Voltage Charts with Wave Forms ' h. Block Circuit Diagram i. Geographical Layout of Components j. Schematic Diagrams k. List of Replaceable Component Parts with Stock Numbers ' S-10 1 The contractor is required to submit to the Engineer "as-built" prints, prior to the City's accepting the installation. The prints shall indicate in red all deviations from the contract plans, such as, pull boxes and ' runs, depths of conduit, number of conductors and other appurtenant work for future reference. Standards, Steel Pedestals, and Posts Standards, steel pedestals, and posts shall conform to the provisions in Section 86-2.04, "Standards, Steel Pedestals, and Posts", of the ' Standard Specifications and these Special Provisions. In addition to identifying each pole shaft as detailed on ES-6S of the State Standard Plans, the contractor shall also identify each mast arm for all signals and luminaires. The stamped metal identification tag shall be located on the mast arm near the butt end and shall contain ' the same information required by ES-6S. Conduit ' Conduit shall conform to the provisions in Section 86-2.05, "Conduit" , of the Standard Specifications, and these Special Provisions. ' Rigid metal conduit to be used as a drilling or jacking rod shall be fitted with suitable drill bits for size hole required. ' Insulated bonding bushings will be required on metal conduit. After conductors have been installed, the ends of conduits terminating in pull boxes. 1 Conduit runs are shown in schematic form only. Actual installation shall be done in the most direct manner. Conductors and Wiring ' Conductors and wiring shall conform to the provisions in Section 86-2.08, "Conductors", and Section 86-2.09, "Wiring", of the Standard Specifica- tions, and these Special Provisions. Conductors No. 8 AWG and larger shall be stranded. Splice Insulation ' Splice insulation shall conform to the provisions in Section 86-2.09E, "Splice Insulation", of the Standard Specifications, and these Special Provisions. Conductors #10 AWG or larger shall be spliced by the use of "C" shaped compression connectors. Splices shall be insulated by "Method B". ' Bonding and Grounding ' Bonding and grounding shall conform to the provisions in Section 86-2.10, "Bonding and Grounding" of the Standard Specifications and these Special Provisions. ' S-11 ' Grounding jumper shall be attached by a 3/16 inch or larger brass bolt in the signal standard or controller pedestal and shall be run to the ' conduit, ground rod or bonding wire in adjacent pull box. Grounding jumper shall be visible after cap has been poured on foundation. Testing Testing shall conform to the provisions in Section 86-2.14, "Testing", of the Standard Specifications and these Special Provisions. ' Testing of traffic signal equipment, including controller units, fully wired cabinets and auxiliary equipment as specified in Section 86-3.01, "Controllers" , of the Standard Specifications will be performed by (1) the state for signal installation at Ortega Highway and Rancho Viejo Road and at Ortega Highway and La Novia Avenue, (2) Signal Mainten- ance, Inc. , Anaheim, California for the signal installation at Rancho ' Viejo Road and Calle Arroyo. The Contractor shall be responsible for scheduling the testing and not- ification of the final results. Energization of the new traffic signal systems shall not be made on a Friday or the day preceding a legal holiday. The Engineer shall be notified at least 48 hours prior to the intended "turn-on". A knowledgeable representative for the manufacturer or distributor of ' the traffic signal controller equipment and components, exclusive of standard conduit, and conductors, shall be present for the first day of the functional test. ' Vehicle Signal Faces and Signal Heads Vehicle signal faces, signal heads and auxiliary equipment, as shown on the plans, and the installation thereof, shall conform to the provisions in Sections 86-4.01 to 86-4.06, inclusive, of the Standard Specifications and these Special Provisions. All lamps for traffic signal units shall be furnished by the contractor. Pedestrian Signals Pedestrian signals shall conform to the provisions in Section 86-4.05, "Pedestrian Signals", of the Standard Specifications, and these Special ' Provisions. Pedestrian signals shall be Type C. The letters shall be a minimum of ' 4-1/2 inches in height. Detectors ' Detectors shall conform to the provisions in Section 86-5.01, "Vehicle Detectors", of the Standard Specifications, and these Special Provisions. ' Integral detector sensor units shall not be provided. 5-12 ' Output relays, if used, shall be normally closed. The Contractor shall test the detectors with a motor-driven cycle, as defined in the California Vehicle Code, that is licensed for street use by the Department of Motor Vehicles of the State of California. The ' unladen weight of the vehicle shall not exceed 220 pounds, and the engine displacement shall not exceed 100 cubic centimeters. Special features, components or vehicles designed to activate the detector will not be per The Contractor shall provide an operator who shall drive the motor-driven cycle through the response or detection area of the detector at not less than three miles per hour nor more than seven miles per hour. The detector shall provide an indication in response to this test. Loop Detectors ' Sensor units shall be Type A or Type B. Section 86-5.O1A(2) , "Performance Characteristics," of the Standard Spec- ifications is amended to read as follows: Loop sensor units shall provide an output closure for each ve- hicle passing through the response area of the loop at speeds up to 75 miles per hour and shall also provide an output clo- sure of at least 10 minutes duration when a vehicle, except ' motorbikes, is occupying the response area of the loop. An output closure of at least one minute duration shall be pro- vided for motorbikes. ' Loop sensors shall be self-turning. Advance loop detectors shall provide a timed lag capability in a range ' from 0 through 6 seconds, minimum in one-second increments. Loop detectors in left turn lanes shall not detect any vehicle in adjacent lanes. Size of individual loops may vary from that shown on the plans. The number of sensor units and lead-in cable required to achieve the specified detection shall be installed. ' Pedestrian Push Buttons ' Pedestrian push buttons shall conform to the provisions in Section 86- 5.02, "Pedestrian Push Buttons," of the Standard Specifications, and these Special Provisions. The pedestrian push button instruction signs shall be 9" x 12' in size. On the Type B push button assembly, the sign shall attach to and be ' securely supported by the frame work. The sign shall not extend be- yond the frame work. Solid-State Traffic-Actuated Controllers Solid-state Traffic-actuated controller units, cabinets, and auxiliary 5-13 equipment shall conform to the provisions in Section 86-3, "Controllers, " of the Standard Specifications and these Special Provisions. ' The controllers on Ortega Highway shall be (1) six-phase and (1) eight- phase Type "170" and shall be installed in Type "170" cabinets. ' The controller on Calle Arroyo at Rancho Viejo Road shall be four-phase Type "90" and shall be installed in a Type "R" cabinet. ' Controller unit equipped with a "guaranteed passage time feature" shall provide a method of omitting this feature without internal conduit mod- ification. The recall switches, vehicle and pedestrian test push buttons and the indicator lamps may be mounted on the controller unit or inside the controller cabinet. The indicator lamps shall, as a minimum, indicate ' red, yellow, and green vehicle indications, WALK and DON'T WALK pedestrian indications, vehicle and pedestrian calls. Section 86-3.06F, "Indicators" is amended to include the following. The indicator lamps shall be controlled by a refrigerator type door switch. ' Controller cables shall end in ring lugs or shall be either soldered to a through panel solder lug on the rear side of the terminal accessory pan- els on each bottom side wall when required - on left side for field loop ' termination and on right side for AC service, ground bus, AC distribu- tion terminal block, radio interference suppressor and other accessories. ' The following items shall be mounted on the inside of the door: a. A security fastened heavy-duty plastic envelope of suf- ficient size to hold controller cabinet wiring diagrams, intersection layout diagrams and other service informa- tion. The convenience receptacle shall have ground-fault circuit interruption as defined by the Code. Circuit interruption shall occur on five milliam- peres of ground-fault current. ' All control circuits available in the controller shall be brought out to terminal boards to facilitate utilizing additional functions, including in- terconnect operation. Section 86-3.08, "Flasher" is amended to include the following: ' Flashing operation shall provide flashing red lights on all approaches. During flashing operations, pedestrian signals shall be turned off. The fourth paragraph of Section 86-3.08L is amended as follows: Two circuit flashers shall be capable of carrying a minimum of 15 amperes ' per circuit. Single circuit flashers shall be capable of carrying a mini- mum of 30 amperes. 5-14 ' Payment ' The lump sum bid per intersection shall include all labor, materials, tools, equipment, poles, foundations, controller, cable, light, hard- ware, testing, and appurtenances, necessary to install complete and in full operation the traffic signals as specified and no additional com- pensation shall be made therefore. SECTION 19 - TRAFFIC SIGNAL INTERCONNECT A traffic signal interconnect conduct with pullrope and pull boxes shall be constructed as shown on the plans. The conduit and pull boxes shall be located behind the curb face and shall be installed before placement of parkway improvements. Payment for 2" traffic interconnect conduit shall be at the contract unit price per linear foot in place with excavation, backfill and pullrope. Payment for traffic interconnect pullbox shall be at the contract unit price per each and shall be full compensation for furnishing all labor, materials, excavation, backfill and adjustment to final grade. SECTION 20 - STREET STRIPING AND MARKINGS Paint for Traffic Striping and Pavment Markings shall be either rapid ' dry white conforming to State Specification 711-80-195 or rapid dry yellow conforming to State Specification 711-80-198, in accordance with the color stipulated on the plans or as directed by the Engineer. ' Delete paragraph 1 of Subsection 210-1.6.5 "Reflective Material," for the Standard Specifications of Public Works Construction and add the following: Reflective material shall consist of glass beads added to the surface of each coat of paint prior to setting, so that the 1 beads will have proper adhesion. Special care shall be taken with rapid dry paint and themoplastic material. ' Delete paragraph 1 of Subsection 310.5.6.7. "Layout, Alignment, and Spotting," of the Standard Specifications for Public Works Construction and add the following: ' The Contractor shall perform all layout, alignment, and spotting. The Contractor shall be responsible for the completeness and ' accuracy of all layout alignment and spotting. Traffic strip- ing shall not vary more than 1/2 inch in 50 feet from the alignment shown in the plans. The Contractor shall mark or 1 otherwise delineate the new traffic lanes and pavement mark- ings within 24 hours after the removal of the existing strip- ing and markings. No existing street shall be without the proper striping over a weekend. 5-15 The Contractor shall apply non-reflective red curb marking con- forming to State Specification 721-80-97 as stipulated on the plans. Payment for street striping and markings shall be at the contract unit price per square foot and shall include full compensation for furnishing all labor, materials, tools and equipment, and for doing all the work in- volved in traffic striping and pavement and curb markings and no addi- tional compensation will be allowed therefore. Measurement for red curb shall be computed as one square foot for each linear foot of curb painted. SECTION 21 - RAISED PAVEMENT MARKERS This work shall consist of furnishing and installing reflective markers as shown on the plans and as directed by the Engineer. ' The markers shall conform to the provisions of Section 85 "Pavement Markers" of the Standard Specification of the State of California, De- partment of Transportation, January 1978, and these special provisions. Payment for raised pavement markers shall be at the contract unit price per each type and shall be full compensation for furnishing all labor, ' materials, equipment and incidentals necessary to install the markers complete in place. ' SECTION 22 - STREET AND ROADSIDE SIGNS This work shall consist of furnishing and installing street and roadside ' signs and posts complete with fastening and mounting hardware at the locations shown on the plans and as directed by the Engineer. Roadside Signs Roadside signs shall be in conformance with the current State of Cal- ifornia Department of Transportation Traffic Manual, Manual of Warning Signs, Lights, and Devices for use in Work Upon Highways, and these special provisions. ' The exposed portion of fastening hardware on the face of the signs shall be painted, using tough-up enamel that matches the background. Street Signs Street Signs shall be in conformance with the following special provisions: COPY: 3M #2270 (Engineering Grade) Scotchlite 4" Mission Style Copy PAINT: Safeway's #71 Brown Dulux Baked Enamel METAL: Sign blanks shall be double faced box type fabricated from extruded aluminum channel, 9 inches in height, lengths 24, 30, 36 with self-locking flanges, top and bottom, of the type manufactured for City of Long Beach. 5-16 Base metal shall be 6061-T6 extruded aluminum alloy. Web thickness shall be a minimum of 0.060 inches with 11/16 inch flanges which includes the self-locking fea- ture mentioned above. Fabrication shall be performed in a workmanlike manner ' that will produce a sign having smooth flat surfaces without any defects or marks of any kind on either the faces or edges. Prior to application of the enamel, each sign blank shall be treated with a chromate conversion coating for alumi- num, conforming to the requirements of Federal Specifi- cation MIL C-5541. PAINTING: The dry film thickness of the baked enamel coating on the ' front face shall not be less than 1.75 mils of enamel applied by spray. The coatings shall be uniform throughout and shall be smooth and free from flow lines, streaks, blisters ' or other surface imperfections. These are the same specifications required by the State of California Division of Highways for baked enamel on aluminum signs. Payment for street and roadside signs will be at the contract unit price per sign regardless of the size or shape of the sign panel. Said price shall constitute full compensation for furnishing all labor, materials, in- cluding posts, tools, equipment and incidentals, and for doing all the work involved in furnishing and installing roadside signs and posts - complete in place, as shown on the plans and specified herein, or as directed by the Engineer. SECTION 23 - STREET LIGHTING INSTALLATION ' All street lighting system materials and construction shall conform to Section 209 and 307 of the Standard Specifications except as amended or supplemented herein. The street light systems complete with substructures, wiring, poles and lighting units shall meet all requirements of applicable codes, rules, 1 specifications, drawings, and standards referenced in any part of the contract documents. All street lighting shall be of the quantity and location as set forth in the Street Lighting Plan. Equipment and Materials Reference is made herein to equipment by trade name and/or catalogue number, or approved equal. The City reserves the exclusive right to ' determine if alternative proposed equipment shall be acceptable. "Approved Equal", as used in these specifications, shall mean that if material or equipment is proposed as alternative to that specified by manufacturer, trade name or catalogue number, approval to furnish same shall be received in written form from the City Engineer prior to submittal of bid proposal. 5-17 Materials in General Materials and equipment furnished under this Section shall be new and in accordance with the standards as hereinafter referenced. All mater- ials and equipment used for the same purpose shall be of the same make. Materials and equipment shall be suited to the purpose for which they ' are used. Plastic Conduit and Fittings Conduit minimums are as shown on the plans for Street Lighting. Con- duit shall be 11 inch polyvinyl chloride (PVC) type DB (for use under- ground without concrete encasement) . Where Schedule 40 PVC or Sche- dule 80 PVC is called for, conduit shall comply with NEMA Standard TC- 6 and shall be UL listed. Fittings, elbows and joint cement shall be the products of the conduit manufacturer. Schedule 40 PVC shall be used for all street lighting conduit runs ex- cept as noted below: ' Conduit runs between the nearest City pull box and the S.D.G. & E. feed point pull box shall be 1i inch Schedule 80 PVC as noted above. Conduits and circuits enter streetlight pole bases per City of San Juan Capistrano Street Light Standards. The circuits extend up through the standards and bracket arms and are connected to the luminaires. These conduits and circuits also extend to streetlights on traffic sig- nal poles via traffic signal controllers (TSC) which disconnect them ' for work by traffic department repairmen. The conduit and wiring from the TSC to these luminaires is specified under traffic signal in- stallation. Street light conduits shall be stubbed out 3 feet and capped at the end of each circuit in the direction of a future extension as indicated on the drawings. The minimum radius bend for PVC conduit shall be 24 inches. 1 Grounding Cable Circuits on the plans do not indicate the code required grounding con- ductors for plastic conduit. Where permitted the contractor may install the approved plastic conduit with the code minimum grounding conduc- tor added inside except where this would exceed the code capacity of pull boxes or junction boxes. Streetlight standards shall have a ground cable at each pole which shall be electrically connected to the frame of the luminaire. Provide grounding cable for each street light standard consisting of #4-3 strand by 8-foot long bare copper wire buried into the ground. In this case on 120 volt circuits for streetlights in plastic conduit, the circuit grounding conductor is not required except where the streetlight circuit extends to luminaires mounted on traffic signal poles. If a cir- cuit extends to luminaires mounted on traffic signal pole, it shall be so extended via the streetlfghting conduit. S-18 iFusing Fuses shall be furnished and installed as follows: Each underground-served multiple street light standard includ- ing traffic signal mounted streetlights shall be installed with I fuse connector kits and insulating boots on each leg of the 120 volt circuit per the streetlighting specification. ' Individual streetlight fusing for both 175W and 400W, multiple, 120 volt, mercury vapor luminaires shall be 10 amp, Bussman Co. No. FNM10. Fuse holders shall be Bussman No. HEB-AA or Esna No. 64-134A-A6 type. Conductors and Wiring ' Conductors and wiring shall conform to the provisions in Section 307-2.6 and 307-4.5 of the Standard Specifications except as amended herein. Color coding and minimum sizes shall conform to Section 86-2.08 "Con- ductor Table" of the State Standard Specifications. Neutral and ground shall be No. 6 AWG Aluminum wire. Three feet of slack shall be pro- vided for each conductor in each pull box and 5 feet in each street ' light pole and S.D.G. & E. feed point vault or pull box. Conductors shall be copper conforming to the ASTM Standard Specifica- tion for tinned soft or annealed copper wire for electrical purposes, Des- ignation B33-63, and to the ASTM Standard Specification for Concentric- Lay-Stranded Copper Conductors Hard, Medium Hard or Soft, Designation B 8-64 of the appropriate class or aluminum. Conductors No. 8 AWG and larger shall be stranded, conductors No. 10 AWG and smaller may be stranded or solid. Conductors shall have 600-volt insulation rated minimum 75 degress C for both wet and dry locations, such as types THW, THWN/THHN or XHHW. Except as may be specifically called for on the drawings, rub- ber or rubber-like insulations will not be acceptable. Conductors shall be sized as indicated on the drawings. Minimum size for lighting and power conductors shall be No. 12 AWG. All splices shall be capable of satisfactory operation under continuous submersion in water. Multi-conductor cables shall be spliced and insulated to provide a water- tight joint and to prevent absorption of moisture by the cable. No splices shall be made in conduits. Pull Boxes Pull boxes shall be Ruickset No. W-16H type as specified in City of San Juan Capistrano Street Lighting Standards. Pull boxes shall be installed at each pole, where indicated on the working drawings, where required by field conditions, and where required so that conductor manufacturers maximum pulling forces shall not be exceeded. Pull boxes shall not be S-19 L Photoelectric switches shall be American Electric Company No. 8090, Fisher-Pierce Company No. 6690-B, or General Electric Company No. 402G300 with twist lock plug, 105/285 volt for multiple use. Ballasts Ballasts shall conform to the provisions in Section 86-6.10 of the Standard Specifications. ' Electrical Service Service locations shall be of quantity and locations as set forth in electrical substructure plans. Payment ' Payment for street light posts shall be at the contract unit price per unit complete in place and operating. Payment for street light conduit shall be at the contract unit price per linear foot including all excavation, backfill, conduit, cable, fittings and appurtenances necessary to energize the system. ! Payment for street light pullboxes shall be at the contract unit price per unit complete in place and shall include adjustment of the pullbox ' to final grade. SECTION 24 - PHASING OF CONSTRUCTION ' General The Contractor shall phase his construction operations in such a manner so as to comply with the provisions of Section 17 (Traffic Control) of these Detail Specifications and as stipulated herein. It is the intent of the City that the inconvenience shall be minimized to property owners remaining within and adjacent to the project area whe- ther fronting directly on or indirectly served by streets where access is described to remain open. This does not preclude, however, the possibility of periodic travel lane reduction or tem orar closure to fa- cilitate a particular construction item (i.e. roa way pavement, utilities, etc.) . All reductions or temporary closures of this nature shall be sub- ject to the approval of the Engineer. In any event, the Contractor shall provide for or maintain access for ' emergency vehicles at all times. Phasing of Work by Others There will be at least two other construction projects being done by others which will possibly have an affect on the Contractor's schedul- ing of his construction work. S-21 1 The first item is the placement of gas lines by the Southern California Gas Company. The Contractor shall notify the gas company and allow for the placement of gas lines within the project area after grading for the streets has been completed but prior to the placement of asphalt concrete. The second item is the placement of cable television in the joint utility trench. The Contractor shall notify the cable television company after telephone and electrical conduit has been placed but prior to backfilling of the trench and allow time for the placement of the television cable prior to backfilling. In addition to these projects, other construction projects may occur on development sites adjacent to the roadway improvements included in this contract. The Contractor shall cooperate with all contractors, utility personnel, and others doing work in connection with any other projects in the project area. Construction Items Sequence With respect to underground utilities that are a part of this contract, the following is the suggested construction sequence: 1. Sewer Construction 2. Storm Drain Construction 3. Water Main Construction 4. Electrical Substructure Construction 5. Telephone Substructure Construction Prior to the start of the construction of the storm drain improvements in the respective streets, it will be necessary to construct the sewer improvements. This is especially true in Calle Arroyo and Paseo Ti- ' rador. With regard to the construction of La Novia Avenue to Ortega High- way, the Contractor's attention is directed to Section 17 (Traffic Control) of these Detail Specifications and the following. The City desires to have La Novia Avenue constructed between Wind- song Drive and Ortega Highway as the first item of work so that the existing Ganado Road may be closed to traffic. The Contractor shall construct those improvements necessary to allow the passage of traffic along La Novia Avenue to Ortega Highway as the first item of work on this proiect. Before the beginning of any construction operations, the Contractor shall submit to the Engineer a written schedule of the work and phas- ing of his operations and either a written or diagrammatic description of his intended traffic control operation. No work shall proceed until such information has been received and approved by the Engineer. The City reserves the right to reject any portion of the Contractor's phasing plans if, in the opinion of the Engineer, the phasing plan is not in the best interest of the City. The Contractor shall absorb in his bid all costs for the above require- ments and no additional compensation shall become due the Contractor by compliance with the requirements of this section. S-22 SECTION 25 - REINFORCED CONCRETE CONSTRUCTION This section covers the reinforced concrete construction requirements for R.C.B. main line, R.C.B. transitions, R.C. open channel transi- tions and R.C.P. outlet structures. ' Reinforced concrete construction shall conform to Section 303-1 of the Standard Specifications. All construction of individual structures shall be done in strict accordance with the drawings and specifications and any standard plans or drawings indicated on the plans. tPortland cement concrete shall conform to the provision of Section 400 of the Standard Specifications and the following supplement: IThe sodium sulphate loss requirement and the gradation X- value submittal required of Section 400-1.3.1 may be waived by 1 the Engineer. The cement type requirement, Section 201-1.2.1 shall be Type II or Type V as determined by the Engineer. Type II or Type V cement shall conform to ASTM C150 and the low alkali require- ments of Table IA therein. The Cleanness Value requirement of Section 200-1.4 shall be replaced with the following: Tests Test Method No. Requirements Cleanness Value: Calif. 227 Individual Test 70 Min. ' Moving Average 75 Min. The Sand Equivalent requirement of Section 200-1.5.3 shall be replaced with the following: Tests Test Method No. Requirements ' Sand Equivalent Calif. 217 Individual Test 70 Min. Moving Average 75 Min. Evaluation of Sand Equivalent and Cleannes Value results shall conform to the provisions of Subsection 400-1.4. Bar reinforcing steel shall conform to the provisions of Section 201-2.2 of the Standard Specifications and shall be Grade 60. ' The concrete curing compound designated in Section 201-4.1 of the Stan- dard Specifications shall be Type 1. Payment Payment for R.C.B. mainline shall be at the contract unit price pel- lineal foot complete in place and as set forth below. 5-23 Payment for R.C.B. transitions, R.C. open channel transitions, and R.C.P. outlet structures shall be at the contract unit price per unit, complete in place, including fencing on the R.C. transition and R.C.P. outlet structures and rip-rap at the R.C.P. outlet structures as shown on the plans and as set forth below. The Contractor shall furnish all labor, equipment and materials and per- form all work necessary to construct these reinforced concrete structures complete in place including, but not limited to, clearing, excavation, ' the removal, where required, of all existing improvements which inter- fere with construction, control of water and dewatering the excavation, forming, shoring, Portland Cement Concrete, reinforcing steel, backfill, construction of utility crossings shown on the plans and placement of all excess excavated or removed materials within the project area. SECTION 26 - CATCH BASINS, LOCAL DEPRESSIONS, CONCRETE JUNCTION STRUCTURES, AND MISCELLANEOUS CONCRETE ' Concrete catch basins, local depressions, manhole structures, junction structures, and other storm drain structures and miscellaneous con- crete structures shall be constructed in accordance with Section 303-1 of the Standard Specifications and the referenced O.C.E.M.A. Stan- dard Details. Concrete for these structures shall be in accordance with Section 201-1 of the Standard Specifications. All reinforcing steel used in these structures shall be Grade 60. The Contractor may extend or otherwise increase the length of manhole and transition structures by as much as four feet to meet the uncut ' ends of reinforced concrete pipe. Payment for reinforced concrete pipe to the limits shown on the construction plans shall be full compensation for extending such structures. Where concrete structures are extended, steel reinforcing shall be extended in the pattern and spacing shown for the standard length structure. Payment Payment for concrete storm drain structures and miscellaneous concrete structures shall be in accordance with the provisions of Section 303-1.11 1 of the Standard Specifications and the following. Payment for catch basins shall be at the contract unit price bid per unit including local depressions and monolithic curb to the ends of the local depressions and shall include form removal and backfilling. Payment for concrete junction structures shall be at the contract unit ' price bid per unit including adjustment of frame and cover to final pave- ment grade. Payment for concrete collars shall be at the contract unit price bid per unit for all collars. SECTION 27 - REINFORCED CONCRETE PIPE Reinforced concrete pipe shall conform to Section 207-2; bedding shall conform to Section 306-1; and the pipe laying shall be in accordance with Section 306 of the Standard Specifications. 5-24 t Payment Payment shall be per linear foot of reinforced concrete pipe installed in accordance with Section 306-1.6 of the Standard Specifications. The contract bid price per linear foot of reinforced concrete pipe shall also include bedding as shown on the plans, concrete supports, brick and mortar plugs, blankets or encasement for existing sewers, water, house connections or pipelines, excavation, backfill, compaction and imported fill if directed by the Engineer, making connection of pipes, applying cement mortar inside the pipes on all joints, making connections to catch basins, and making connections to the existing main lines. The provisions of Section 306-1.6 of the Standard Specifications relative to payment shall be modified as follows: Payment per lineal foot shall not include resurfacing. Payment for aggregate base and asphalt concrete pavement for trench resurfacing shall be considered to be included in the I contract bid price for base material and asphalt concrete pave- ment as described in Sections 5 and 7 of these Detail Specifi- cations. SECTION 28 - VARIATION OF DEPTH OF CATCH BASINS AND CONNEC- T PIPE A. Catch Basins The selection of the various depths for the catch basins was based upon hydraulic requirements and the best available data with respect to the locations of various utilities; however, in order to further assist in avoiding utilities, or, for other rea- sons deemed necessary by the Engineer, the City reserves the right by direction of the Engineer to increase or decrease the depth of any catch basin from that shown on the drawings. If the "V" depth of a catch basin is increased or decreased by order of the Engineer as a result of excavation, then, an ad- justment (greater or less than the price bid) for the increase or decrease will be made and the amount thereof will be based upon the method stipulated hereinafter. Furthermore, any in- crease or decrease in cost of constructing the connector pipe resulting from the "V" change, or of the catch basin due to thickening of the concrete section or addition of steel reinforce- ment shall be included in said stipulated amounts. Any reduc- tion in "V" depth must be approved by the Engineer. Deter- mination of these stipulated amounts involves the exclusion of all metal work and reinforcing steel not necessary to the in- crease or decrease of the catch basin "V" depth. Such ex- clusion is accomplished by the factor 0.40 used in the stipu- lated formula below. If the adjustment is an increase in the total amount of money due the Contractor, then, the Contrac- tor will be paid for such increase. If the adjustment is a de- crease in the total amount of money due the Contractor, then, the City will be entitled to and shall receive a monetary credit from the money due the Contractor. 5-25 jIn addition to the work listed in the bid proposal, the Con- tractor agrees that, if directed by the Engineer, he will either increase or decrease the "V" depth of any given catch basin and that the amount to be paid to the Contractor or credited to the City therefor shall be based upon the following stipulated method: (Bid Price) x (0.40) = Adjustment per foot change Plan Depth oT Catch Basin in plan depth as ordered by the Engineer. The adjustment per foot or fraction thereof of change in plan depth (defined hereinabove) is the ratio of the total price bid for any given catch basin to the plan depth of the given basin all multiplied by the applicable factor. B. Connector Pipe If an interference occurs between a connector pipe and a utility, I the Contractor shall not be entitled to additional compensation unless a concrete collar is required. If a concrete collar is required, the Contractor shall be paid for the grade change at the contract unit price for concrete collars. No additional com- pensation shall be allowed for delays which might result. SECTION 29 - BEDDING REQUIREMENTS - STORM DRAIN, SEWER AND WATER PIPE ' The provisions of Section 306 of the Standard Specifications are supple- mented by the following: All native material to be shaped for pipe support shall be ap- proved by the Engineer prior to the placement of pipe. Un- suitable material shall be removed and bedding material placed as required by the Engineer. Bedding shall conform to the provisions of Section 306-1.2.1 and 200-1 of the Standard Specifications. Rock bedding will be required where pipe is to be placed in ground water and for stabilizing unstable sub- grade due to existing ground conditions. The cost of providing and installing rock bedding material shall be included in the cost of the item for which the bedding is required and no additional payment shall be made. SECTION 30 - RIP-RAP The work to be done shall consist of constructing channel improvements complete in place and placement of rip-rap at storm drain outlet struc- tures as shown on the plans. The stone for rip-rap shall be quarry stone in accordance with Section 200-1.6 of the Standard Specifications and these Detail Specifications. The rip-rap shall be graded as follows: S-26 Weight of Pieces Obs) Percent Smaller by Weight 1,000 60 - 100 300 45 - 60 200 28 - 45 100 0 - 28 The rip-rap shall be placed on a filler blanket graded as follows: Sieve Size Percent Passing 6 " 60 - 100 I 3 " 35 - 60 Jill 15 - 35 3/4" 0 - 15 The Contractor shall construct improvements along Horno Creek Chan- nel as shown on the plans complete in place including all excavation, compacted fill, backfill, furnishing and placing of rip-rap, filter blan- ket, grout (as specified) , final grading, including all labor, materials, tools, equipment, and appurtenances to complete the channel improve- ments as shown on the plans and as specified herein and no additional compensation shall be made other than as follows. Payment for the non-grouted rip-rap transition to San Juan Creek (L = ' 42') shall be at the contract lump sum price complete in place. Payment for non-grouted rip-rap channel shall be at the contract unit price per linear foot complete in place. Payment for grouted rip-rap channel shall be at the contract unit price per linear foot complete in place. Payment for rip-rap at storm drain R.C. outlet structures shall be in- cluded in the outlet structure unit cost as specified in Section 25 (Re- inforced Concrete Construction) of these Detail Specifications. SECTION 31 - CHAIN LINK FENCE AND GATES Chain link fence and gates shall be furnished and installed in accor- dance with Section 206-6 of the Standard Specifications and the re- ferenced O.C.E.M.A. Standard Plan. Payment for chain link fence shall be at the contract unit price per lineal foot complete in place. 1 Payment for chain line gates shall be at the contract unit price per unit complete in place. SECTION 32 - C.S.P. DROP INLETS C.S.P. drop inlets shall be furnished and installed as shown on the ' plans and in accordance with the referenced O.C.E.M.A. Standard Plan. 5-27 Payment for C.S.P. drop inlets shall be at the contract unit price per unit complete in place including excavation, P.C.C. base, C.S.P. sec- tions, miscellaneous metal and appurtenant work. SECTION 33 - ABANDONMENT OF EXISTING STORM DRAINS AND SEWERS The Contractor shall remove or abandon existing storm drain and sewer facilities shown on the drawing or as directed by the Engineer. Aban- donment shall be in accordance with the provisions of Section 306-5 of the Standard Specifications. Payment for removal or abandonment of storm drain and sewer facilities main line, house laterals and manholes shall be included in the contract unit price paid for clearing and grubbing and no additional compensation will be allowed therefor. SECTION 34 - SEWER MAIN, LATERAL AND MANHOLE INSTALLATION A. General The Contractor shall furnish all transportation, materials, equip- ment, labor, and supplies to complete the excavation, backfill, temporary resurfacing and other earthwork incidental to the construction of the sewer mains and manholes with all appurten- ant work necessary or incidentals to completing in a workman- like manner the improvements as contemplated by the plans and these specifications. Section 306 of the Standard Specifications is supplemented by the City of San Juan Capistrano Public Works Department "Special Provisions for the Construction of Sanitary Sewers" . B. Payment Payment for sewer main line, sewer lateral, and sewer concrete encasement shall be at the contract unit price per linear foot complete in place. iPayment for sewer manholes and sewer clean out shall be at the contract unit price per unit and shall include adjustment of frame and cover to final pavement grade or as directed by the Engineer. The above payments shall include the making of all trenching and structure excavation, bedding as shown on the plans, con- crete supports, blankets or encasements for existing sewer, water, house connections or pipe lines, removal or interfering portions of existing sewer pipe, compacted backfill, transporta- tion, furnishing and use of all equipment, tools, and materials (including pipe, pipe for siphons, tees, plugs, wyes, joint ma- terial, concrete, cement mortar, connections to existing sewers, water, forms, bracing, and supports) , tests, disposal of excess material, safety measures, and furnishing all labor required and incidentals to complete the work in accordance with the 1 plans and specifications. S-28 I 1 1 SPECIAL PROVISIONS FOR THE CONSTRUCTION OF SANITARY SEWERS CITY OF SAN JUAN CAPISTRANO SAN JUAN CAPISTRANO, CALIFORNIA ADOPTED BY RESOLUTION NO. 78-2-15-3 ON FEBRUARY 15, 1978 , BY THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA . RESOLUTION N0, 76-2-15-3 PUBLIC WORKS CONSTRUCTION ST'INDARDS MODIFICATION A RESOLUTION 01' THE CIT1' COU'�CIL OF THE CITY OF SAN JUAN CAPISTRANO, CiuT IFORNIA, MODIFYING TIIE PUBLIC VIORKS CONSTRUCTICN STANDARDS BY ESTABLISHING SPECIAL YROVISIO?:S FOR SANITARY SEWER CONSTI<I 10:I IN ACCORDANCE WITIf T11E PROVISIONS 0: ORDI::ANCE NO. 349 ; STLN U.ARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WHEREAS, the City Council has adopted Ordinance NO. 349, Standard Sgecificatjons for Public Works Construction; Section 2 Of said Ordinance permitting the modification or amendment to the approved Public Works Construction Standards; and, WHEREAS, the City Engineer has established that the Speci6l Provisions for the Construction of Sanitary Sewers are comparable to existing construct.on methods throughout the County of Oranno. Three (3) copies have been and now are filed in the office of the City Clerk for examination. �. NOW, THEREFORE, BE IT RESOLVED that the effective date- of this Resolution shall be March 2, 1976. PASSED, APPROVED ?.ND ADOPTED this _ 15th day of Febru:u':; 1978 , by the following vote, to w.t: AYES: Councilmen McDowell , Friess , Nash and Mayor Heckscher NOES: None ABSE:::: Councilman Saceney YVON 0. HECSCHER, L1AYOR ATTEST: CITY CLI:lir: STATE OF C,Li FCP NIA ) COUNTY Of ORANGE ) ss. ' CITY OF SAN JUAN CAPIS.RA:;O ) I, MARY ANN HANOVER, City Clerk of the City of San Juan Capistrano, California, DO HEREbY CERTIFY that the foregoing is a true and correct copy of Resolution No. 78-2-15-3 , adopted by the City Council of the City of San Juan Capistrano, California, at a regular meeting thereof held on the 15th day of February 1978 . ] n (SEAL) MARY 7NN/IiANOVER, CITY CLERK -1- t TA13LE OF CONTENTS SECTION I: EXECUTION OF WORK PAGE I-01 TRENCH EXCAVATION AND BACKFILLING . . . . . . . . . 1 I-02 PROTECTION OF EXISTING UTILITIES . . . . . . . . . 3 I-03 PIPE LAYING . . . . . . . . . . . . . . . . . . . . 4 I-04 MANHOLES . . . . . . . . . . . . . . . . . . . . . 6 I-05 CONNECTION TO EXISTING MANHOLES . . . . . . . . . . 7 I-06 HOUSE CONNECTIONS . . . . . . . . . . . . . . . . . 7 I-07 SEPARATE WYES AND TEES . . . . . . . . . . . . . . 7 I-08 TESTS FOR LEAKAGE . . . . . . . . . . . . . . . . . 8 LIST OF STANDARD DRAWINGS . . . . . . . . . . . . . . . . . . 10 THE CONSTRUCTION OF SANITARY SEWERS SHALL BE DONE IN ACCORDANCE WITH THE PROVISIONS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1976 EDITION AND THESE SPECIAL PROVISIONS. A COPY OF EACH SHALL BE MAINTAINED AT THE PROJECT SITE AT ALL TIMES . 1 SECTION I EXECUTION OF WORK I-01 TRENCH EXCAVATION AND BACKFILLING: A. Excavation : Excavation for trenches shall include the re- moval.- of all material of any nature for the installation of the pipes or structure and shall include the construc- tion of trench shoring and timbering and all necessary installations for dewatering as required . The Contractor shall familiarize himself with, and shall conform to the regulations of the "General Construction Safety Orders" and "Trench Construction Safety Orders" of the State of California , Department of Industrial Relations , Division of Industrial Safety. Whenever the trench excavation is made in undisturbed ground and the earth is of a stable , well-consolidated material , tunnels connecting open trenches may be con- structed provided the roof of the tunnel slopes at a mini- mum of one (1) foot vertical to three (3) feet horizontal and a minimum clear space of two (2) feet is allowed above the top of the pipe . Bell holes shall be excavated in the bottom of the trench, when required , of sufficient size and depth to permit con- structing the joints . Between bell holes , the entire length of the pipe shall have a uniform bearing upon undis- turbed soil . Excavations for manholes shall be of sufficient width to leave at least six (6) inches in the clear between their outer surface and the embankment or timbering which mai be used . B. Minimum Width of Trench: The minimum width of pipe trenches , measured at the crown of the pipe , shall not be less than twelve (12) inches greater than the exterior diameter of the pipe, exclusive of bells , and the minimum base width of such trench shall not be less than twelve (12) inches greater than the exterior diameter of the pipe exclusive of special structures or connections , and such minimum width shall be exclusive of all trench timbers . C. Maximum Length of Open Trench: Except by special permission VY_ the Engineer, the trench shall not be open for a total of more than 500 feet at any given time for the total project . D. Maximum Width of Trench : The maximum allowable width of trench for all pipelines measured at the top of the pipe shall be the outside diameter of the pipe (exclusive of bells or collars) plus sixteen (16) inches , and such maxi- mum shall be inclusive of all timbers . A trench wider than the outside diameter plus sixteen (16) inches may be used without special bedding if the Contractor , at his expense , will furnish pipe of the required strength to carry the additional trench load . Such modifications shall be submitted to the Engineer and approved in writing . Whenever such maximum allowable width of trench is exceeded for any reason except as provided for in the plans or specifications , or by the written direction of the Engineer , the Engineer may require , at his discretion , that the Con- tractor , at his expense for all labor and materials , cradle the pipe in Class 420-C-2000 concrete . E. Backfilling Excess Trench Depth : If any trench , through the neglect of the Contractor, be excavated below the bottom grade as required by the profiles , it shall be refilled to grade , at the Contractor's expense for all labor and material , with clean sand or sand and gravel well tamped in place . F. Bracing Trenches : The sides of the trenches shall be sup- ported with plank sheeting and bracing, and all tunnels shall be timbered wherever the ground will not stand un- supported . In all cases the sheet piling or timbering shall be redrawn as the work progresses , in such manner as to prevent as much as possible the caving inward of the sides of the trench. All excavations shall be done in accordance with all laws and ordinances of the County or State as they may apply . G. Crushed Rock Bedding : Where ground water is encountered or the native material does not afford a sufficiently solid foundation for pipe sub-grade as specified above , the Contractor shall excavate to such depth below sub- grade as the Engineer decides is necessary and shall con- struct a stable base by placing crushed rock bedding upon which sub-grade can be prepared . Crushed rock for bedding shall be two-inch (2^) maximum size . ' li. Pipe Zone Backfilling : The pipe zone shall be considered to extend from the grade line to a minimum of twelve (12) inches above the top of the pipe . In the pipe zone , the backfill material shall consist of sand or select backfill material . Placing of the backfill material in the pipe zone shall be as determined by the Engineer. Particular attention is to be given to the underside of the pipe and fittings in order to provide a firm support along the -full length of the pipe. -2- I . Pipe Zone to Top of Trench Backfillin,* : From the top of the selected backfill to the top of the trench , the material for backfill shall be free from stones or lumps of material exceeding three (3) inches in greatest dimension . This backfill material shall be compacted to a minimum relative density of ninety (90) percent of maximum . This compaction shall be obtained by means of water settlement or tamping , depending on the nature of the material . Sandy, granular soils may be compacted by means of water settlement . The area to be backfilled by water settlement shall be diked at suitable intervals so that water will be impounded to sufficient depth so that earth pushed or shoveled into the area will be falling into water at all times and will be completely saturated . Soils not having a sand or granu- lar nature shall be backfilled and compacted by either of the following methods : 1 . The material shall be placed in layers not exceeding eight (8) inches in thickness , loose measurement , and each layer compacted to a relative density of ninety (90) percent or more , of maximum by means of hand or pneumatic tampers . 2. The material shall be placed in layers measuring at least four (4) feet in thickness , loose measurement , and each layer compacted to a relative density of ninety (90) percent or more . On steep slopes and other locations where compaction by flooding is not practicable, the backfill shall be compacted by means of either of the above tamping methods . Backfill material placed within twelve (12) inches or less of base of pavement , sidewalk, curb, or concrete structure , shall have an expansion , when saturated with water, of less than one and one-half (1-1/2) percent , and a minimum compacted density of ninety (90) percent of maximum . Any excavated material which does not con- form to these specifications shall not be used for this portion of the backfill and new material conforming to these requirements shall be obtained and placed at the Contractor 's expense . I-02 PROTECTION OF EXISTING UTILITIES : A . General : Utilities for the purposes of these specifica- tions shall be considered as including but not limited to : Pipelines , conduits, transmission lines , and appurtenances of "Public Utilities' (as defined in the Public Utilities Act of the State of California) and those of private indus- try, businesses , or individuals solely for their own use or for use of their tenants ; and storm drainage , sanitary sewers , street lighting, and traffic signal systems . The 1 -3- accuracy or completeness of the utilities indicated on the drawings is not guaranteed . Service connections to ad- jacent property may or may not be shown on the drawings . T It shall be the responsibility of the Contractor to deter- mine the exact location of all utilities and their service connections . The Contractor shall make his own investi- gations as to the location and type of existing utilities and their appurtenances and service connections which may be affected by the contract work and shall notify the Engineer as to any utility located by him which has been incorrectly shown or omitted from the drawings . B. Responsibility of the Contractor : The Contractor shall be held responsible for all costs , for the repair of any and all damage to the contract work or to any utility (whether previously known or disclosed during the work) , as may be caused by his operations . Utilities not shown on the draw- ings to be relocated or altered by others , shall be main- tained in place by the Contractor. At the completion of the contract work, the Contractor shall leave all utilities and appurtenances in a condition satisfactory to the owners and the City. I-03 PIPE LAYING: After the trench for the pipe has been excavated to the proper line and grade in the manner before specified , the pipe shall be laid therein in the following manner : Before lowering, and while suspended or standing vertically at trench side , the pipe shall be inspected for defects and rung with a light harmner or other metal object to detect cracks . Any defective, damaged , or unsound pipe shall be rejected . Before any pipe is lowered into place , the trench bottom shall be prepared so that each length of pipe shall have a firm and uniform bearing over the entire length of the barrel . All adjustments in line and grade shall be made by scraping ' away or filling and tamping in under the barrel of the pipe and not wedging or blocking . The faces of all spigot ends and all shoulders in the hubs or sockets must be true and brought into firm contact , and any lumps and excrescences on said faces shall be cut away before the pipe is lowered into the trench. The pipe shall be laid , without break , upgrade from structure to structure and with the socket upgrade . Whenever the work ceases for any reason, the unfinished end of the pipeline shall be securely closed with tight fitting plug or cover . The interior of each pipe , after being laid , shall be thoroughly cleaned . A. Jointing Vitrified Clay Pipe : Mechanical compression joints for vitrified clay pipelines shall be assembled in accordance with the manufacturer ' s recommendation . Care shall be taken to insure that a tight compression joint is effected upon assembly. -4- B. Jointing Cast-Iron Pipe : 1 . Lead Joints : The spigot end of the pipe shall be inserted for the full length of the socket in such a manner that the inside surface of the pipe shall be flush and even . For leaded joints a gasket of oakum shall be driven tightly into the joint from the outside using a caulking iron, leaving a depth of at least 2-1/2 inches of the annular space clear to receive the lead . The oakum shall be so placed that a gasket of uniform thickness is obtained . It shall be driven back solidly so that there are no loose ends protruding . A suitable runner mudded with clay shall then be placed around the pipe and the ends of the runner shall be clamped , leaving an opening at the top of the pipe slightly off center and sufficiently large to allow the lead to be poured . The lead shall be heated to a temperature such that when stirred it will show a rapid change in color. Scum shall be removed before pouring . Lead shall be poured at a good speed to fill the joint completely in one continuous operation. The runner shall not be removed until the lead has solidified . After the runner has been removed , the lead shall be thoroughly caulked in such a manner as to secure a watertight joint without overstraining the cast iron bell . The face of the completed joint shall be flush with the face of the bell . Spongy or imperfectly filled joints shall be burned out and repoured . 2. Mechanical Joints : Joints shall be in accordance with AWWA C-111-64 . When tightening bolts the gland is to be brought up toward the pipe flange evenly , maintain- ing approximately the same distance between the gland and the face of the flange at all points around the socket to provide an effective joint seal . 3 . Neoprene-Rin, Joints : Between lengths of cast iron pipe , neoprene gasket joints can be used . Joints shall be "Tyton" as manufactured by the United States Pipe and Foundry Company or approved equal . Installation shall be in accordance with the Manufacturer ' s recom- mendations . Gasket seats and neoprene gaskets shall be thoroughly cleaned before assembly. The completed joint shall have a uniform contact by the gasket between the outer surface of the spigot and the gasket seat of the bell . C. Horizontal Separation: See Standard Drawing S-5 . D. Vertical Separation: Whenever a sanitary sewer, including house laterals , must cross a pressure water main, the sewer shall be of one of the following types of construction: -5- Class 150 or heavier cast-iron pipe with hot-dip bituminous coating and with lead or mechanical joints . Vitrified clay pipe with reinforced concrete encasement , which encasement shall have a minimum thickness of 6 inches . Vitrified clay pipe within a continuous steel casing , which casing shall have a thickness of not less than 1/4 inch and with all voids between sewer pipe and casing pressure grouted with sand-cement grout . If the sewer is above the water main , the special construc- tion shall extend a sufficient distance on both sides of the crossing to provide 10 feet of horizontal clearance with the water main. If the sewer is located below the water main and withir a vertical distance of 3 feet clear- ance distance , the special construction shall extend a suf- ficient distance on both sides of the crossing to provide 4 feet of horizontal clearance with the water main . These construction requirements shall not apply to those house laterals that cross below a pressure water main . E. Siphon Criteria : Siphons are unacceptable to the City unless extremely unusual circumstances prevail . 1-04 MANHOLES : Manholes shall be constructed of precast reinforced concrete sections . The bottoms of all such structures are to be formed of concrete of the full thickness shown on the plans and the concrete shall be propor- tioned as herein before specified . The inside bottom of the manholes Shall rise above the footing a distance equal to the diameter of the largest pipe entering or leaving the manhole, and the flow-through Channel shall conform to the inverts of the sewer pipes . The surface Of the channel shall be troweled to a smooth and even surface . Man- hole steps shall be uniformly spaced at a maximum of 16 inches with the top step placed just under the manhole frame . The lowest step Shall be placed not more than 24 inches above the shelf . The top Step shall project 3 inches inside the manhole and all others 5 inches . The tops of all manholes located in paved areas shall be set flush with final paving grade . The tops of manholes located in improved but unpaved areas shall be set to be even with finished grade . Tops Of manholes and cleanouts located in unimproved areas shall be set to prevent the entry of surface water as directed by the Engineer. Precast manhole sections shall be laid concentrically to provide a smooth interior manhole surface . Joints shall be completely filled with mortar to provide watertight seals . -6- I-05 CONNTCTION TO EXISTING MANHOLES: ' In the locations as shown on the drawinhs the Contractor shall break into existing manholes structures and install the new inlet lines as specified . New flow-throu,rh channels shall be constructed in each manhole base to accommodate the new sewer lines . Smooth transitions shall be installed from the inverts of the newly installed pipes to the exis- ting manhole outlets . Openings in the sides of the manholes shall be sufficient to permit the inserting of the sewer pipes and the forming of 5-sack grout around the newly installed pipes . Other details shall be in accor- dance with the Standard Drawings . I-06 HOUSE CONNECTIONS: The term "house connection" as used in these specifications or on the plans is used to designate a lateral sewer, laid from a main sewer to a point at the property line , or other location, as shown on the plans , from which sewer service can be obtained by proper extension. The house connection shall be constructed on an unyielding foundation, with joints closely and accurately fitted , true to line , and on a straight grade from the bend joining the main sewer to their upper ends , unless otherwise indicated on the plans . House connections shall not be laid on a slope greater than 45 degrees from a horizon- tal line unless required or approved by the Engineer. Wyes for house connections shall be installed as specified below. The house connec- tions sewer lines shall be jointed to Y branches by eighth bends . All eighth bends are a part of the house connection sewer line . The top of pipe of the upper end of each house connection shall be built to a depth of 5 feet below the surface of the ground , except where different depths are indicated on the plans . Where a house connec- tion sewer is to be connected with a chimney, all bends leading away from the Y branch are a part of said house connection sewer line . All house connections shall be installed with a suitable stopper of the size of the connection . House connections shall be properly field marked by means of an 'IS" on the top of the curb or by other means , approved by the Engineer , where necessary . I-07 SEPARATE WYES AND TEES : Commercially manufactured wyes and tees shall be installed where indicated on the plans and/or at such other locations required by the Engineer. Where conditions are such that the connecting pipe cannot be adequately supported on undisturbed earth or tamped back- fill , the pipe shall be encased in concrete or supported on a concrete cradle as directed by the Engineer. Concrete required shall be in- stalled at the Contractor 's expense . All wye and tee branches not to be joined to house connections shall be installed with a suitable stopper of the size of the wye or tee branch. The Y branches , 'unless -7- otherwise specified, will be inclined upward at an angle not greater than 45 degrees from a horizontal line . If so shown on the plans , T branches shall be substituted for Y branches . No Y or T branch shall be placed closer than 5 feet to the centerline of any manhole or clean- out . The use of double wyes will not be permitted except as specified or required for chimneys . I-08 TESTS FOR LEAKAGE : Tests for pipeline leakage shall be in accordance with the following specifications : A . Leakage Due to Internal Pressure : In sections of line where significant ground water is not present above the average pipe invert, the Engineer shall inspect all pipe- line joints after completion of final pipe jointing . Based on this inspection the Engineer shall decide whether water pressure tests or air pressure tests shall be conduc- ted and shall stipulate the pipeline sections to be tested in all sewer lines . If required, water pressure tests shall be conducted as follows : The pipeline between manholes in the sections to be tested shall be filled with water and the ends of the line plugged with a plumbers plug. Sufficient time shall be permitted to elapse between the filling and the testing of the line to permit absorption of water by the pipe walls . The man- hole shall be filled to a level not less than four feet above the level of the sewer in the upper manhole. One gallon of water shall be added and the time required for the water level to return to the mark shall be measured . The time so measured shall not be less than that computed by the following formula : Minimum Time (minutes) = 7,063 Diameter (inches) x Test Length (feet) If the leakage is greater than allowed , the pipe shall be overhauled by the Contractor at his expensb until the joints shall hold satisfactorily under this test . B. Leakage Due to Infiltration : If , in the construction of a ' section of the sewer of any size , excessive ground water is encountered , the test for leakage , described in Section "A" above, shall not be used , but instead a test for infiltra- tion shall be conducted for each section of the work if ordered by the Engineer. The end of the sewer at the upper structure shall be closed sufficiently to prevent the entrance of water; pumping of ground water shall be discontinued for at least three days and the section shall be tested for in- filtration. The infiltration shall not exceed 1 , 000 gallons per diameter inch per mile per day of main line sewer being tested and does not include the length of house connections entering that section . Where any infiltration in excess of ' -8 this amount is discovered before completion and acceptance of the sewer, the sewer shall be overhauled by the Con- tractor at his expense and the amount of infiltration re- duced to a quantity within the specified amount before the sewer is accepted . Should , however, the infiltration be less than the specified amount , the Contractor shall stop any individual leaks that may be observed , when ordered to ' do so by the Engineer. C. Leakage Measured Using the Air Pressure Method : The Con- tractor shall plug the ends of the sewer lines being tested with plugs and brace the ends of the pipe where needed . It is recommended that the Contractor make an initial air test of the sewer main after installation and backfill and consolidation of the trench, and prior to installation of the house laterals . Such preliminary tests shall not con- stitute the final test . The final leakage test shall be conducted in the following manner, and shall include the sewer main and laterals as a unit : ' The line shall be supplied with air until 3-1/2 pounds per square inch guage (psig) pressure has been reached , at which time the flow to the pipe shall be shut off . The Inspector will then accurately determine the time loss of 1/2 psig pressure , to 3 psig pressure . The input air pres- sure shall not exceed 5 psig and shall be regulated by a suitable regulator valve . The air test equipment is to be ' approved by the Engineer . The pressure loss of 1/2 psig pressure shall not occur in a time period of less than 1 minute. If the time loss is less than 1 minute , the Contractor shall make such repairs as are necessary to the satisfaction of the Engineer to eliminate the excessive leakage . 1 1 LIST OF STANDARD DRAWINGS ' DRAWING NO. TITLE ' S-1 STANDARD MANHOLE DETAILS ' S-2 STANDARD 60-INCH MANHOLE ' S-3 PIPE CASING, CONCRETE ENCASEMENT & HOUSE LATERAL 1 S-4 PIPE BEDDING DETAILS S-5 SEPARATION OF WATER AND SEI5E2 LINES ' S-6 SADDLE CONNECTION ' S-7 STANDARD MANHOLE FRAME AND COVER S-8 STANDARD CLEAN-OUT ' -10- 1 WHf 11 bh Jt Ll. END OF PIPE % ♦%THIN MANMOI E,BPEAK RACY. EL ,>4 WITP ••.:.IDC .)r MLh HOI E *ALL IND MI 45-ER 66 l+ N : G1 5li'G711 W•.,', LN.1ROKFM 1 ND D' RI PL 1 IS :N OAh.IO. E,L t %If bWArt t NI, ANO FII L '.LLETS AT UPPER SLCTI.N TO C•RAIN THE CROWN LLEVATIO!, Of AIL PIPES 1 2.12"LONG VCP JO-NTS SMALL Ft THE SAP- AS THr- CR')WN -_ _ AT ISLETS AND JILEl ELEVAT1rN Lr 111F. LA?GLST PI"F t 1 0.UNI-W OTW Rli INOICAIED 1-, NOTE TNC EINST TWO P-fE :.,rg1S n1`O _ q FOR FRAME AND COVER OETA^_S,Pcc'' -0 A.ND OUT OF It AL4 MANHOLE SHALL L� `� ANDTCOVER. S7T.':L4RD MaNn0.E 'r eavE BE A I SECI ION, 1 MANHOLE SHAFT OFc Nv:G TO BETS PLACE!"ON DOWNS FPLArI SIDE OF E'ANH,jI E. Ll,IDEA h•y.,S 4,,E L REOUIMED. SLE SECT. I -05. NNf� I rj{'TI1v'G I" /X: TOP STEP-3" - RC2%D 4" OTHER 5TEPS-5 � I 12 1 I � rryryrylT STIR 1 .�T TYPE SAFETY STEPS SPACED Ifi'O C. ARE I I 2 CAST IN V2 CAST IN PLACE 4T TIME OF MAN UFACT URE I (� II PLASTER FILLET STEP DETAIL TOP OF FAVENENT OR STEP NOTE' / EXISTING GRADE MATERIAL SHILL BE ?AI"CIA STEEL CL'NFOPv':0 TO ASTM 4—iD UR L—,JT GA'VLN—'LD AFTER F, TJCATION j IN ACCORD WITH 4c_T.M A— t3 1/2"CE NNT VORTAR rk— CONE 23L0-LAR SECTI CNSice21" 6' 21` CO'.0tBEEL'CE I,TP'CTO TMFDOWN STF'LAM -DE OF THE 'o M:.•.H J-EI/2"GDOLT BETWFEN `I IB" BEVEL :DINTS DETAIL 1F SEE STEP DETAIL mn WATER TIGHT UPPER RIGHT. 4 q JOINTS(1 YP) B` .Y 1 7• 21/2" 2._ 11/2" n 4 -F I., off- 1/2 it O% tl I /2`6ROVT R= 1 y .oI R•1•. CROWN ELEVATION TO BE EOUAL JOINT DETAIL BASE POURED AGAINST UNDISTURBED S01'-. I �I STANDARD 48° MANHOLE NOTE: 48 LD MANHOLE TO BE USED ON SEWERS 2d' IN DIAMETER AND UNDER. 1 1� CITY OF SAN JUAN CAPISTPANO 1 S t�: DAI'D 1.1 N. H OL E DET^,i''" 3 -- 1978 W. J). 0.r- � CITY FC•:1"i;-f.1Y1 (' C \tl 7,:"9 DATE ---- CUT PIPE FLU:H WITH IMIDE OF 12"SECTION-INLET AND OUTLET IT.PA MAUH%LJ :XI N EUU:S SHALL RE PL A CTC IIID T'ITH AC_V!:NT MORTAR TO CtVL A S1 :lJTH LNTR'Hi-` TO -I,S. tnE. 24"LC: rL C $ CCN WHEN THE CI•n, VCLC VM1T ^Y OVALL ! MAINLINE IS 21 VCP OR PIPES : '%.LL . L T•'C. :.A t:C LARGER - INLET ='.D OUTLET(TTP) ASTH" CIGY.HILLIAILd1 GF THE LA''K3T PIHE U.IlL 30 OTHER%.P-- IM OIGAT I-J •F' 2 . 12 LONG VCP JOINT �AT TNI E IS IT TP.If\ ` FLOW �'� 2-m4 BARB--- :-m4 PI.P$ HI-OKEU _ _ I_ r-.]1-i "- ',t`�j�yt _1 _�': •_ LT EAU; END THE MANHOLE / SHAFT ' �N SHAFT OPENPE14ING I•�H`,1 NII+�I \\! / �� SHALL BE PLAUD ' THE DOW NSTR LAu % = _ -- - A R>2D STHE ,'• SIDE OF THE MANHOLE •✓ I I ECCENTRIC FLAT TOP PLAN B" 24° 44°___� • PLASTER FILLET WITH ( '�• CEMENT MORI AN 7 TOP OF PA'i F.ur 11T `�1- ♦ ,', '11 O 1 I / OR EXISTING GRADE. 1 T1'� ' _.1-- ECCENTRIC FLAT TOP DETAIL I`°,'a 1/2"CEMENT MORTAR, 2-3"COLLAR CECT:Ot15 2G', e--V I -6"COLLAR SECTION /y �- PRECAST CONCRETE 2 I/N 3TANCARD 3D"LD.N.H. " 6. RING SES)ION 311/Id B" 2 3/16" > n . r I SEC71:XI ECCENTRIC CCmE `C z C0'z �2T HICH Wlllt C THICK WALL$ ---- CEMENT MORTAR FILLET1 ,IT . LT F ------ L"LD 1 TB"O D.ECCENTRIC 2; /2 8R0 ' FLAT TOR CC:CIT 1'T TCTI:L_ .. DOWN STDEAM 3=OF THE 3 3/4 ,�. 2 1/4" MANHOLE. is _ - ---- - SEE PLATE s-I FOR JOINT DETAIL t,yr 0 STEP DETAILS. mu m 60" J ' '^'•h' ~~ NOTE: w r_¢ FOR FRAME AND COVER CLTAIIS REFER 11> >n a TO PLATE S-0, STANDARD IRAN MOLE rS FRAME AND COVER. - <_ El'R.In. _ I `RE♦ ,• 1 Q POUR BASE AGAINST UNDISTURBED SOIL. ELEVATION iNOTE: THE STANDARD 60 INCH MANHOLE SHALL 3E USED ON SEWEVS 24° IN DIAMETER AND LARGER,OTHER SPECIAL CASES, OR WHEN THE INVERT OF THE MANHOLE IS 12' DEEP. - ' CITY OF SAN JUAN CAPISTRAN10 t S7 ,� n r D 60 c.E E 4 F 1978 CITY f W'.•C.:�P.. FQ :O. 17629 CUT PIPE FLUSNWITH INSIDE OF 12•'SECTION-INLET AND OUTLET ITYP.1 MALHDLE.L•JALN EV.63 SHALL BE 1'LA.7r NED Y'I7HAC_NENT MORTAR TO CIVE A . -DJTH LN'.I.I HC.: TO II:'. I✓L. 24"LONG SECTION WHEN THE CPI NELr PATI'`: OF ALL MAINU.NL 15 21 VCP GR PIPES :. ALL L 7rIL :ANE --� --- / TLARGER - INLET ANO CUTLEI (TYP.) _ A5 THE C:IGYIH I'_L 'A I IIIN OF THE LAI`rERT PI" L ILESB OTHERNIOE INDIC+f cil yy�� •�, •'.•'.'I� )Q'.� 'L 2 ' 12' IONG VCP JOINT •' NS [15 liTv.l 2- = �4 BARB- ♦q�0�,� \:\ W4 CI PS H•OKE0 t1I-; - _ ?'Z'� j}r 1 AT EACH, CND .. -. �: . i-\ �I• � , \ .RPS`! I2 ,:';J��.� THE MANHOLE 1} !HAFT O/CHINS SHALL BE Pl4CEG _... . ON THE DOWNSTRLAM . ;,• - J R-lXD .�• I ' E SIDOF THE -- - - - L MANHOLE, � I I � I ECCENTRIC FLAT TOP PLAN Te' 24" 44 _ PLASTFR FI:.L ET WITH I ��• CLNENT M "TAR TOP Of PAF'_EIiT ^IL_ •. ��_,�ZJ 2I I 1 OR EXISTiNJ GRADE. ' �Tb "- ^�•' ECCENTRIC FLAT TOP O_-TAIL I/2ECEMC4T MORTAR. a f 2-1'COLLAR SCCTIO�•^S � � 2<" -fiCOLL!•R SCC T,DN /"� r>—a�1' PRECAST CONCRETE T -•'. 2 I/n" ' > STANDARD 3G'I.D.MH _ 6- - RING SECTION B 11/IBS - !•� 2 3/I0 /-ECCENTRIC CONE `0 XCO' x - WALLS * 12 i i 2T"HIGH WITH C' HICK - • k --- ---- CCNEh' MORTAR FlLLET -T - - r�------3C'I.D.7•'C^_ ECCENTRIC /2-GROUT FLAT TOP.CC:LIITP'C TO TI:C ^"T DOWN STREAM 310E OF THE 3 S/4' •_/�- �- 1/4' i MANHCLE. F> - - -- --- - SEE PLATE $-I FOR JOINT DETAIL ^_ STEP DETAILS. n i A zo"-a 60' •" oT NOTE: ' o u z U FCR FPOP E AND COVER DETAIL S REFER IA P i TO PLATE S-B, STANDARD NHOLE FRAME AND COVER. i z i OPE � I� d •RrIh:I /� - i. POUR BASE AGAINST UNDISTURBED SOIL. ELEVATION NOTE: THE STANDARD 60 INCH MANHOLE SHALL OE USED ON SEw'EF:S 24" IN DIAMETER AND LARGER,OTHER SPECIAL CASES, CR WHEN THE INVERT OF THE MANHOLE IS IZ DEEP. CITY OF SAN JUAN CAPISTRAN10 ,moi J'T: :i �© fJO 11 :V61 i :�t;'fi inL ._ 19778 -CL). n � O --- - , I_ '10. 17829 f'i.Tr 4 -040 CONTINUOUS ICLASS 4:0 C-20CD Y 4 4 4 — CASING PIPE ,.'.,.'.. '. BACKFILL WITH / • ' LEAN GROUT 1 . OVERALL BELL \ / CARRIER PIPE _ 1 DIMENSIONS MECH. JOINTS 7 4„ STRAP P TWO SKIDS \ /, rI-MIN. CL. w4/ HOOPS To L. AT 24" O.C. — CARRIER PIPE SHALL BE REINFORCED CONCRETE � ^ AN COOPED ANDNEIGHED REINFORCED BEFORE GROUTING TO EIJCASEI'IENT AVOID FLOATING. CONCRETE ENCASE FENT SMALL BE EXTEND°D TYPICAL PIPE CASING TO 3" FROM BELL AND A ONE FOOT SECTION OF PIPE SHALL BE USED BEFORE AND AFTER I THE ENCASEMENT. APPLY FORM OIL OR THIN PLASTIC SHEET OR OTHER ACCEPTABLE MATERIAL TO FREVENT BONDING. ' I LOCATE sr WEN WITHA ` CY.ISI.ED IA TOP OF C,-R3 KM'-.^E FFF.. LATERAL CRo55E9 WHERE NO CLS EXIST: C'. 1'—_.iE ' TI'S LATERAL FY.CG P'['• ' s -;LK OF CURO,PLACE A 4'X ti'X;0" £1:✓.E +I EXTENDING 2'ASOVE FINNISil Gl.OE. 1 1 WHERE V.CALYYE I! INSTALLED VARIABLE ,a WITHOUT NOIft'E LATE RAL,TI;S NYE SHALL CE PLU:JEO WITH A V C.Ft-UG t// OR NEOPRENE STOPP'c R. EOv VOCCOVER PROPERTY UI/E AT PROPERTY C 4P t INE r' Ile PER FOOT MIN.SLOPE V,°,OR NEOPRENE STOPPER ' VC.P WYEl� 1/9 IN 1/I6 BENDS AS REGIARE6 �a Y4j L, GRAVEL OR CRUSHED zlz ROCK EEDDINTO 9PRikBLIME Of WYE ANDLO FEET EACH SIDE Of LATERAL. TYPICAL HOUSE LATERAL ' fCITY OF SAN JUAN �-IAPISTRANO -� PIPE CAS114ii F CUNCRE T E EWCASELIEN T ' f HOU E LATERAL _ 1978 u , b. C;- ; CITY Et\t.l\F:yT PROF r � • r MIN. 0.25 A C.OVER 0.5C A.B.(TYR) 17-- FEATHER TO JOIN r COMPACTED COMPACTED •• BACKFILL 95%COMPACTION OF A.B.(TYP.) BACKFILL SELECT MATERIAL_ - SELECT MATERIAL COMPACTED TORO ON-ACTED T090°/ REL. DENSITY REL,DENSITY. I JZ _ r W 1F 1 W O \ —GRAVEL OR CRUSHED ROCK \ CLEAN SAND N Cs — N :0\ 6 NiO u — PIPE Sub-GRACE VO /.: ' PAE 9U0-D'+FOE a � • •• PIPE FOUNDATION PIPE FOiIkiA MAL rTYPE I TYPE It 1 1 e COMPACTED• COMPACTEDa BACKFILL BACKFILL SELECT MATERIAL < SELECT MATERIAL OMPACT EO T09U9P' CO`APACTED TO PO% r REL. UENSITY REL. DENSITY • r MF t r CLASS 420-L 2000 CONCRETE N O ` PIPE SV9-GRA _ A DE � - PIPE FOUNDATION •� 0.6 Q �— NAND SHAPED FROM MAXIMUM TO BE DETERMINED _ M UNDISTURBED SOIL IN FIELDBYTIIE CITY ON TIE BASIS OF MAXIMUM OV6RWIDTH EXCAXATED. TYPE III TYPE IV NOTES I. THE TRENCH WIDTH AT THE UPPER LIMIT OF THE PIPE ZONE SHALL BE WITHIN THE FOLLOWING LIMITS FOR TYPE 1,31,AND71E BEDDING: MAXIMUM TRENCH WIDTH-0.D.OF PIPE OR BCLL PLUS 16" MINIMUM TRENCH WIDTH-00. OE PIPE OR BELL PLUS 12" 2.TYPE III BEDDING SHALL BE USED WHERE THE TRENCH WIDTH AT THE UPPER LIMIT OF TME PIPE ZONE EXCEEDS THE MAXIMUM WICTH SPECIFIED ABOVE. D.BACKFILL ABOVE THE PIPE ZONE SHALL CONFORM TO TIIE REQUIREMENTS OUTLIN_D IN RECTION 3OG 1.3 OT THE STANDARD SPECS. 4.MINIMUM PAVING SECTION IS 25A.C.OVERSOAS. OR AS SPECIFIED BY THE CITY ENGINEER. FEATHER AND JOIN TO THE EXISTING PAVEMENT TO THE 54TICFACl10N OF THE CITY ENGINEER. CITY CF SAN JJAC•J CAPiSTIPANO ) PIT" KDDING DETAILS i r1978 DESIGN REQUIREMENTS FOR SANITARY SEWERS IN THE VICINITY OF PRESSURE WATER. MAINS i I 1 ' �2 ZONE D 2v ZONE 9 l0' Ip' • WATER 4' WATFR q' MAIN MAIN ZONE -- — ZONE 6• 4- 4' 6. ..:: :. .. .. o' 3 lo' ZONE 7FOt:S• q AZONE D A A ' PARALLEL CONST. PERPENDICULAR CONST. IF A SANITARY SE%.ER IS TO BE IF A MAIN LINE SENER MUoT CROSS A LOCATED WITHIN 10 FEET OF A PRESSURE PRESSJRE WATER WITHIN ANY OF THE ABO'/E WATER MAIN WITHIN l.NY OF THE ABOVE .INDICATED ZONES, OR IF A HOJSE LATERAL INDICATED ZONES, SPcCIAL CONSTRUCTION MUST CROSS IN ZONE B, SPECIAL CO'iSTRUCIION WILL BE RECJIREO f.S SHOWN EELOW RILL BE REQJIRED AS SHOWN EELO'W. _ _ZJNE SEWFR CONST':IICTION RF.TJMEMENTi G V.C.P. WITH CO:/PRESSION JOINTS B OR C C.!.P (CLASS 150) APPROvFD MECHANICAL JOINTS OR V.C.P. WITH SPECIAL CONCRETE ENCl.SEM.ENT PER`( DETAIL 1 ), OR V.C.P. SROUTED IN CDNTI- NUOUS STEEL_CASING . D DO NOT LOCATE ANY PARALLEL SEWER IN THIS AREA Y:IHTOUT HEALTH CEPART!:ENT AFFROVAL. ' GENERAL NOTES � 3 N0.4 BARS L EXIENU BOTH ENDS 7F ENCASEMEIIT TOA POINT % - ONE INCH SHORT OF FIRST PIPE JOINT DEtONI: �3. �� ° eF < NO. s HOOPS LOCATIONS SPECIFIED ON P-AN. USE ONE FOOT SECTION !/ s A7 24"o.c OF PIPE AT BOTH ENDS BEFORE USING STANDARD LENGTHS. � . E ' 2. APPIY FOf;.'d OIL, THIN PLASIIC SHEET, OR OTHER :>>- ® ACCEPTABLE WATECZIAL TO PIPE, TO PREVENT BOND BETWEEN PIPE AND CONCRETE. 1 3 USE CLASS •420-C-2000 PCC. FOR ALL CASES. NU 4 DARS SPECIAL ENCASEMENT DETAIL I (SEE STD. S-3) CITY OF SAN JUAN CAPISTRAiJ0 l 1 SEPARATION OF WATER AND SEWER Llh:c:S CITY E.I.GfJ: :R �: - IV 17G'_0 s' THE BELL ON THE C'JLLAR WYE SADDLE SHALL NOT BE ENCASED IN CONCRETE, TAP TO D MAOF AT APPPO X, Q OF JOINT ENCASE EACH S,DE OF NUG WITH CLASS c Z000 PC.C. 4S° 40e - CONCRETE ENCASEMENT. ' I `- A MIN I MIN. I ELEVATION SECTION A-A -EXIST.C V.C.P. _ EXIST. V.C.P. 111 I I j DETAIL MAKING CONNECTION TO AN EXISTING SEWER: IJII I, 1 I I I ! j51 FOR MAKING 6" LATERAL ON I I l I I I 1 S" MAIN OR AS REQUIRED BY y THE CITY ENGINEER. "BAND SEAL" ADJUSTABLE REPAIR NEW V C.P. TEE OR WYE SECTION COUPLING, OR APPROVED EOCAL_ WITH PLAIN ENDS (2 REO'D.) ' COLLAR WYE SADDLE 1 NOTES: I. TETE SEWER LINE SHALL BE SCORED TO THE APPROXIMATE SHAPE OF THE COLLAR WYE OR TEE FITTING.THE CONTRACTOR SHALL EITHER CUT A NEAT OPENIIIO WITH A CIRCULAR CERAMIC SAW OF 2 4",COR B° DIAMETEPSI OR MAKE A SMALL HOLE, NOT LARGER THAN ONE-INCH IN DIAY.ETER, IN THE APPROXIMATE CENTER OF THE SCORED AREA WITH A POINTED TOOL,SINILAR TOA MASONS PICK,AND CHIPWI'„ A CHISEL AND SHORT HANDLE,HAND HELD HAMMER IN A SPIRAL FASHION TO THE SCC;REO LINE. 2. THE CONTRACTOR SHALL SECURE THE COLLAR WYE SADDLE TO THE SEWER AS APPROVED BY THE CITY ENEIYCER. rI 3, THE CONTRACTOR SHALL EYC,ASE THE SADDLE CONNECTION WITH CLASS 420-U2000 P,ECAFTER THE CONNECTION I$ APPROVED BY TILE CITY ENGR TO THE L"AITS INDICATED ABOVE ♦. THE CONTRACTOR SHALL KEEP ALL CLAY CHIPS,DIRT,EPDXY,MORTAR,AND CONCRETE OUT OF THE SEWER SADDLED,AND SHALL PERFORM A CLEANING AND BALLING OF THE REACH SADDLED IF DIRECTED TO DO SO BY THE CITY ENGINEER. S. THE CONTRACTOR SHALL HEE'AIH OR REPLACE ANY DAMAGED PIPE AS DIRECTED BY THE CITY ENGINEER. S. THE CONTRACTOR SHALL EPDXY ALL SADDLE CONNECTIONS TO THE SATISFACTION OF THE CITY ENGINEER. C,TI I Y OF �Afv JUAN CAPISTRANIO S�;CsFL7 _r COi",' CC i iii'! 11 �'4��/<��_ IP I ,• ❑ ❑ ❑ ❑ ❑ D O ❑ ❑ ❑ no � Cj \� 1 � 3/4 L 13 0 03 0 01 1 COVER - SOTTOn` VIEW COVER -TCP VIE V 1 m d F \ SECTION C-C NOTES: �\ CAST IRON SHALL HAVE MINIMUM \ TENSILE STRENGTH OF 30,000 LBS. 1 �,+ PER SQUARE INCH. ALHAMBRA FOUNDRY CO. TYPE A-1270 OR EQUAL. 1 WEIGHT OF FRAME AND COVER = 440 LBS. MINIMUM CASTINGS SHALL CONFORM TO 1 RING PLAN! ASTM. A 48 CLASS 35 1 34„ 231.112 1 I I 1 SECTION B - B I' CITY OF SAN JUAN! CAPISTRA.NO 1 STANDARD MANHOLE I FRAt,'E Ci COVER CITY _:.NPNFfR w =. ` �?9 ..._... �- COVER,FRAME B CONC. I '-` � PAD TYPICAL FOR fi',8!',OR 10 I.D. SEWER. — I � STREET SURFACE I �+O V ELD f l J - a CASTING - 1 •�e.::. . r iJ CLASS 560-C-3250 P.C.C. f 1/6 BEND Gy I/I )1 FINGER HOLE ��s I TG 1 919 / FO \ 24" q 12 CLASB P.C.C. 3259 `r0� IOP `t' by 1 P.C.C. � < V N ' N IGPS � WYE BRANCH PLUG -- A LIALHAGI6 RA FOUNDRY —__�_�___ A-1240 OR' EQUAL MAIN MAIN LINE V.C.P. ANOTES:TOP V 1 E 1Vi , 1. CLEAN-OUT PIPE MUST BE _ 2. CLEAN-OUTS ARE FOR COMMERCIAL OR SAME 014METER AS MAINLINE INDUSTRIAL USE ONLY AND ARE TO BE Wk SEWER. LOCATED AT R. CITY OF SAN JUAN; CAPIST ANIO ST D. CLE,�,�- ©� fLTz 17G2s )ATE ',��,� SECTION 35 - WATER MAIN INSTALLATION, AND WATER MAIN CON- NECTION A. General ' The Contractor shall furnish all transportation, materials, equip- ment, labor and supplies to complete the excavation, backfill, temporary resurfacing and other earthwork incidental to the construction of the water main and appurtenant structures and to construct and install water pipe, valves, fittings, fire hy- drants, tests, valve boxes and covers, bolts, nuts, gaskets, couplings, joining materials, thrust blocks, blow-off assemblies, and pressure reducing stations, together with all appurtenent work necessary or incidentals to completing in a workmanlike manner the improvements as contemplated by the plans and these specifications. Section 306 of the Standard Specifications is supplemented by the Orange County Waterworks District No. 4 Standard Specifications and Plans. B. Measurement and Payment The measurement and payment for all work done under this con- tract shall be as described below. It shall be understood that any unit of work not specifically covered by a pay item shall 1 be at the expense of the Contractor, and no direct payment for the cost of such work will be made by the City. The cost of such work shall be included in the prices paid for the vari- ous items of work. Measurement for payment for A.C.P. and D.I.P. water main and laterals and jacket casing and fittings will be made along the center of the pipe end to the valve or hub flange or to the centerline of intersection pipe, as the case may be, as actually constructed, complete in place in accordance with the plans and specifications. Payment will be made at the contract unit price bid per linear foot which price shall include the making of all trenching and structure excavation, bedding as shown on the plans, concrete supports, blankets or encasements, for existing sewer, water, house connections or pipelines; compacted backfill, transporta- tion, furnishing and use of all equipment, tools, excavation shoring, materials (including fittings, tees, blind flanges, blocks, caps, joint materials, concrete, bends, cement mortar, water, ' forms, bracing and supports) , tests, sterilization, thrust blocks, making connection, disposal of excess materials, safety measures, traffic control, notification of residents, and furnishing all labor required and incidentals to complete the work, in accordance with the drawings and specifications. Payment for butterfly valves, gate valves, pressure reducing stations, blow-off assembly, air-vac assembly, and associated valve boxes and cold taps, hot taps, and appurtenances shall be at the contract price bid per unit and shall include the t S-29 making of all excavation, compacted fill, transportation, fur- nishing and use of all equipment, tools, materials (including tapping valves, coupling adapters, valve boxes, cast iron covers, jointing materials, concrete, water and plugs) , tests, sterilization, connection to new or existing main line, disposal of excess material, safety measures, traffic control, notification of residents and furnishing all labor required and incidentals to complete the work, in accordance with the drawings and specifications including adjustment of new water valve boxes and covers to grade. Measurement for payment for new fire hydrant assemblies and connection to new water mains shall be per unit price bid com- plete in place. jPayment per unit shall include the making of all excavation, compacted fill, furnishing and use of all equipment, tools, ma- terials (including assembly, valves, concrete, tees, valve cov- ers, and water line) , tests, sterilization, connection to the main line, disposal of excess material, safety measures, traffic control and furnishing all labor required and incidental to com- plete the work as shown on the drawings and in accordance with these specifications including adjustment of new water valve boxes and covers to grade. 1 r ' S-30 a i Orange County Waterworks District No. 4 STANDARD SPECIFICATIONS AND PLANS November 1974 i i i i i i i i if �1 SECTION ^- TECHNICAL SPECIFICATIONS Pace 4-01 Asbestos-Cement Pipe 4-1 4-01 Installation of Asbestos-Cement Pipe 4-1 4-03 Cast-Iron Pipe 4-5 4-04 Installation of Cast-Iron Pipe 4-5 4-05 Steel Pipe 1 4-6 4-06 Installation of Steel Pipe 4-7 4-07 Cast-Iron Fittings 4-7 4-08 Joints 4-9 .01 Type 4-8 .02 Bell and spigot 4-8 .03 Push-on 4-8 .04 Mechanical 4-9 .05 Flanges 4-9 .06 Fittings for asbestos-cement pips 4-10 .07 Sleeve-type couplings 4-10 4-09 Gate Valves and Tapping Valves 4-10 01 General 4-10 .02 Materials 4-11 .03 Opening direction 4-11 .04 Flanged ends 4-11 .05 Bell ends 4-11 .06 Bell ends for connection with 4-12 asbestos-cement pipe 07 O-ring stem seals 4-12 .08 Tapping valves 4-12 .09 Affidavit of compliance 4-12 1 4-10 Fire Hydrants 4-12 4-11 Miscellaneous Material 4-13 01 Service clamp 4-13 .02 Corporation stops 4-13 .03 Tubing 4-13 04 Angle meter-stops 4-13 .05 Combination air and vacuum release valves 4-14 .06 Butterfly Valves 4-14 4-12 Installation of Valves, Hydrants and Fittings 4-14 .01 General 4-14 1 .02 Hydrants 4-15 .03 Tapping sleeves 4-15 .04 Service laterals, chlorination assemblies, and air and vacuum release valve connections 4-15 .05 Air and vacuum release valves 4-16 4-13 Thrust Backing 4-16 4-14 Protective Coatings 4-16 4-15 Backfill 4-17 .Oi Pipe zone 4-17 .02 Other backfill 4-18 4-16 Pressure and Leakage Test 4-18 4-17 Disinfection 4-19 .01 Flushing 4-19 .02 Chlorination 4-19 .03 Point of application 4-19 .04 Rate of application 4-20 ' .05 Preventing reverse flow 4-20 .06 Retention period 4-20 .07 Valves and hydrants 4-20 .08 Final flushing and test 4-20 .09 Cutting into existing lines 4-20 .10 Test for chlorine residual 4-21 4-18 Restoration and Cleanup 4-21 4-19 Guarantee 4-21 5-01 Ductile Iron Pipe 5-1 4-< pits; restore the roadway surface; remove surplus excavated m_teri3l ; clean the site of the work test the completed pipeline for pressure and leakage requirements; disinfect the complete pipeline; and maintain the street or other surface over the trenches. Temporary support, adequate protection, and maintenance of all underground and surface utility structures, drains, sewers and other structures encountered in the progress of the work shall be furnished by the Contractor at his own expense. 4-02.02 INSPECTION When material has been received from the carrier and at the time of unloading, the Contractor shall inspect all pipe and accessories for loss or damage in transit. No shipment of material should be accepted by the Contractor unless proper exceptions are made at the time of delivery on the receipt obtained by the carrier as to loss or damage or both. All laying, jointing, testing for defects and for leakage under pressure, and disinfection, shall be performed in the presence of the Engineer or his authorized inspector, and shall be subject to his approval before accept- ance. All material found during the progress of the work to have cracks, flaws, or other defects shall be rejected by the Engineer or his authorized inspector, and the Contractor shall promptly remove such defec7lve material from the site of the work. 4-02.03 HANDLING OF PIPE AND ACCESSORIES The distribution of pipe and accessories shal be discussed with the district's Engineer and Superintendent prior to delivery. Generally unless other instructions are received from the district's Superintendent, pipe and accessories shall be hauled to, and distributed at, the site of the project by the Contractor. They shall at all times be handled with care to avoid damage. (tether moved by hand, skid- ways, or hoists, material shall not be dropped or bumped. The interior and machined ends of all pipe shall be kept free from dirt and foreign matte- at all timed. In the distribution of material at the site of the work, each piece shall be unloaded opposite or near the place where it is to be laid in the trench. Pipe shall be handled in such manner as to avoid damage to the machined ends. Pipe damaged at such points that cannot be repaired to the Engineer's satisfaction shall be replaced at the Contractor's expense. 4-02.04 AL I GNbtENT AND GRADE All pipe shall be laid and maintained to the required lines and grades. Fittings, valves, and hydrants shall be at the required locations with joints centered, spigots ha-e, and all valve and hydrant stems plu-b. No deviation shall be made from the required line or grade except with the written consent of the Engineer. 4-3 1 Ghere the grade or aligrment of the oipe is obstructed by ex;-,'- Ing utility structures such as conduits, ducts, pipes, or branch connections, the obstruction shall be permanently supported, relocated, removed, or re- constructed by the Contractor in cooperation er th the owners of such utility structures. Vbenever necessary to deterr. ine the location of existing under- ground utility structures, the Contractor, after an examination of available records, shall make all explorations and excavations for such purpose as may be directed by the Engineer. All pipe shall be laid to the depth shown on the drawings or as directed by the Engineer in writing. 4-02.05 EXCAVATION AND PREPARATION OF TRENCH The trench shall be dug to the required alignment and depth shown on the contract drawings or as directed by the Engineer and only so far in advance of pipelaying as the Engineer shall permit. The trench shall be braced and drained when necessary so that workmen may work safely and eff- iciently. The narrowest trench width which will allow proper densification of bedding materials shall be maintained at the top of the pipe regardless of the type of soil 1n which the pipeline is to be laid, the depth of the excavation, or the method of densifying the bedding. If the bedding and backfill are to be consolidated by a hydraulic method, the minimum width of the trench at the top of the pipe shall be the OD of the pipe plus 13 Inches. However, if the bedding and backfill require densification by compaction, the minimum width of the trench at the top of the Sipe shall be determined by the space required for proper and effective use of tamp- ing equipment, but shall be not less than the OD of the pipe plus 13 inches . The maximum clear width of the trench at the top of the pipe shall not be greater than the OD of the pipe plus 24 inches. Where the bottom of the trench at subgrade is found to be unstable or to include ashes, cinders, refuse, vegetable or other organic material , or large pieces or fragments of rocks or other inorganic material which in the Judgment of the Engineer should be removed, the Contractor sha! I excavate and remove such unsuitable material to the width and depth ord4red by the Engineer but not less than 6 Inches deep. Before the pipe is laid, the sub- grade shall be made by backfilling with an approved material in 3 inch com- pacted layers. Ledge rock, boulders, and large stones shall be removed to provide 6 Inches of clearance to each side of and below all pipe and accessories. Excavations below subgrade in rock or in boulders shall be refilled to sub- grade with material approved by the Engineer, and thoroughly cc-patted. Blasting for excavation will be permitted only after the approv_- 1 of the Engineer has been secured and only when proper precautions have been taken for the protection of persons and property. The hours of blasting shall be fixed by the Engineer. Any damage caused by blasting shall be repaired by the Contractor at his expense. The Contractor's procedures and methods of blasting shall conform to state and local laws and to municipal ordinances. 4-1 The use of trench-dicging machinery will be permitted except where its operations will cause d_mage to trees, buildings, or exis`inq structures above or below the ground. At such locations hand methocs shall be employed to avoid such damage. V,herever necessary to prevent cavin3, trench excavations in soil such as sand, gravel , and sandy soil shall be adequately sheeted and braced. As backfill is placed and as sheeting is withdrawn, it shall be withdrawn in increments of not more than I-foot and the void left by the withdrawn sheeting shall be filled and compacted. All excavated material shall be piled in a manner that will not endanger the wor or obstruct sidewalks and driveways. Gutters shall be kept clear or other satisfactory provisions made for street and other drainage. Hydrants under pressure, valve pit covers, valve boxes, curb stop boxes, fire or police call boxes, or other utility controls shall be urm obstructed and accessible during the construction period. Adequate pro- visions shall be made for the flow of sewers, gutters, drains, and water- courses encountered during construction. Structures that have been dis- turbed shall be satisfactorily restored by the Contractor. Trees, fences, poles, and all other property shall be protected unless their removal is authorized. Any damaged property shall be satisfactorily restored by the Contractor. 4-02.06 PREPARATION OF TRENCH BOTTOM Pipe shall be laid on firm earth mounds 6 inches wide running laterally the complete trench width. The earth mounds shall be of sufficier height to maintain a 2-inch minimum clearance from coupling to undisturbed trench bottom. Earth mounds shall be of approved backfill material tamped in place. Each pipe shall be laid on two mounds with the center of each mound placed one-fifth of the pipe length from each end. 4-02.07 L0NERING OF PIPE AND ACCESSORIES INTO TRENCH Implements, tools, and facilities satisfactory to the Engineer shall be provided and used by the Contractor for the safe and efficient ex- ecution of the work. All pipe, fittings, valves, hydrants, and accessories shall be carefully lowered into the trench with suitable equipment in a manner that will prevent damage to pipe and fittings. Under no clrcurr- stances shall pipe or accessories be dropped into the trench. Pipe and accessories shall be inspected for defects prior to their being lowered in- to the trench. Any defective, damaged, or unsound material shall be repaire or replaced as directed by the Engineer. All foreign matter or dirt shall t removed from the interior and machined ends of pipe and accessories before i is lowered Into position in the trench. Pipe shall be kept clean by means approved by the Engineer during and after laying. 4-02.09 PIPE JOINTS The machined ends of pipe to be Jointed, the coupling grooves, an( rubber rings shall be cleaned immediately before assemble, and assembly sha ' be made as recommended by the manufacturer. The location of field-asserrhlec rings shall be checked with a suitable gage to verify that rubber rings are in the required position. :,here pipe of a design not arenable to gage ver- iflcation has been approved by the District, gage verification will not be n � squired. r Pipe shall nil be deflect=d either vertically or horizon ally ror- than the limits recorrended by the mdrnr .acturer. V/hen pipe Idying is not in progress, the open ends of installed pipe shall be closed by approved means to prevent entrance of trench :rater into the line and if trench water is present, enough backfill shall be placed on the pipe to prevent floating. Any pipe that has floated shall be removed from the trench and relaid as directed by the Engineer. Pio pipe shall be laid in '.vet trench conditions that preclude proper beddine, or on a frozen trench bottom, or when, in the opinion of the Engineer, the trench conditions or the weather are unsuitable for proper installation. 4-02.09 LENGTH OF PIPE AT FITTINGS AND RIGID STRUCTURES When a rubber ring is used to make the seal at a valve or fitting and flexibility is provided by a grooved design profile similar to that of the coupling used to join pipe between fittings, a full 13-foot length may be used. A coupling shall be cast in the wall of rigid structures at the point of entry of pipelines to provide flexibility at the wall . To provide additioral flexibility, the pipe at the point of entry shall have a laying length of not more than 6 feet 6 inches. 4-03 CAST- IRON PIPE All cast-iron pipe shall conform to Federal Specifications VV,-P-421b, "Pipe, Cast- lro :, Pressure", Type I , 11 , or III , of the pressure or thickness class indicated o : the drawiros. The interior shall be lined in conformance with ASA A21 .4- %53 (A:::LA C10») , "Cer;ent-/:crtar Lining for Cast-Iron Pipe and Fittings". V;hen specified in the Special Provisions, a certification of com- pliance with :1.:;-P-421b shall be furnished. All underground pipe and fittings shall be protected from corrosion withan B-mil covering of polyethlene as recommended by the pipe manufacturer. 4-04 INSTALLATION OF CAST-IRON PIPE V,here cast-iron pipe is indicated on the drawings it shall be installed in accordance with the specifications for asbestos cement pipe with the following exceptions: 4-04.01 BELL HOLES Bell holes shall be provided at each joint to permit the jointing to be made properly. 4-04.02 EXCAVATION TO GRADE The trench shall be excavated to the depth required so as to provide a uniform ,and continuous bearing and support for the pipe on solid and un- disturbed ground at every point between tell holes, except that it will be permissible to disturb and otherwise damage the finished surface c%er a maximum length of 18 inches noar the mic'dle of each length of pipe by the withdrd:ral of pipe slings or other lifting tackle. Any part of the bottcn of the trench evca%ated below the specified grade shall be cerrected with approv?l malarial and thoroughly cx per_t• d as directed by thefin; -,` ed sub-grade shall be prepared accurltely by medns c; hand tools . The subgrade beneath the centerline of the p;pe shall be finisFd to within 0.03 feet of a straight line between pipe joints, and all to Lrd^cis shall be above the specified arade. 4-04.03 HA ,',1ER TEST The pipe and fittings shall be inspected for defects and, while suspended above grade, be rung with a light hacrrrer to detect cracks. 4-04.04 PROTECTION OF LINING AND COATING The asphalt coating, polyeth'ene covering, and the cement lining shat ' be protected during laying operations and shall be repaired if damaged. 4-04.05 CUTTING The cutting of pipe for inserting valves, fittings or closure pieces shall be done in a neat and workmanlike manner without damage to the pipe or cement lining and shall leave a smooth end at righd angles to the axis of the pipe. When machine cutting is not available for cutting pipe 20 inches in diameter or larger, the electric-arc cutting method will be permitted using a carbon or steel rod. Only qualified and experienced workmen shall be used on this work. The flame cutting of pipe by means of an oxyacetylene torch shall not be al loaned. ' 4-04.06 BELL ENDS TO FACE DIRECTION G LAYlt:G Pipe shall be laid with bell ends facing in the direction of laying unfess directed otherwise by the Engineer. 4-04.07 PERM SSIBLE DEFLECTION AT JOINTS IWherever it is necessary to deflect pipe from a straight line, either in the vertical or horizontal plane,the arount of deflection shall be approved by the Engineer. 4-05 STEEL PIPE Mortar lined and coated steel pipe shall conform to the requirement of Interim Federal Specification SS-P-385, "Pipe; Pressure, Cement-iA.ortar Lined and Reinforced !Mortar Coated Steel", except that the wall thickness, diameter and fining thickness shall be as shown on the plans. Pipe shall be completely fabricated, including joints, tests, and protective lining and coating at a single place of manufacture. Installati shall be in strict accordance with the manufacturer' s instructions. 4-7 1.'ortar coating shall be eliminated on pipe wr thin vaults where exterior surfaces shall be painted with a Primer and trio finish coats of paint with a minimum total thickness of 5 m..( Is. AI ( flttings shall have a strength at least equal to the adjoin- ing pipe with a minimum thickness of 3/;6"; and shall be lined and coated as the adjacent pipe. Reinforcement per A.S:"IE Code For Pressure Piping, or equivalent extra wall thickness, shall be provided at tees and outlets. Upon completion of the welding, but before lining and coating, each steel plate fitting shall be bulkheaded and tested under a hydrostatic pressure of not less than 1-1 /2 times the design pressure. However, if straight pipe used in fabricating the fittings has been previously tested, no further hydrostatic testing will be required, provided the transverse seams are tested by a dye penetrant process using materials such as manufactured by Turco Products, Inc., Box 1055, Wilmington, California, or approved equal . Any pin holes or porous welds which may be revealed by the test shall be chipped out and rewelded and the pipe or fitting retested. No mortar coat- ing may be applied over a seam prior to testing. Shop drawings shall be approved by the Engineer before fabrication. The District shall be notified at least 43 hours prior to fabrication of pipe and fittings. Failure to notify District will be sufficient cause for rejection of material . 4-06 IPSSTAL LATlO% OF STEEL PIPING The bottom of the trench shall be excavated uniformly to the grade indicated on the drawings. The trench bottom shall be given a final trim so that each pipe section, when first laic, will be continuously ( n contact with the ground along the extreme bottom of the pipe. Rounding the trench to form a cradle will not be required. Refer to Sections 4-02 and 4-04 for additional details. Field welding of joints, if required, shall be in accordance with A.W.W.A. C-206, "field 'Welding of Steel V,'iter Pipe Joints". The size of welding rod, the number of passes, and the time interval between passes shall be carefully controlled to avoid damage to the cement-mortar lining. After welding, the surfaces near the welds shall be cleaned of all dirt, scale or welding flux and shall be provided with protective coating. All welded joints shall be mortar-pointed on the insi -'e. The pipe shall not be field tested before the shop-applied r..ortar lin- ing has attained an age of 14 days. All damage to the cement lining shall be repaired with Waterplug, a product of Weatherwise Products, Inc. of `/an Nuys, California, or an approved equal . The material shall be applied in accordance with the manufacturer's printed instructions. 4-07 CAST- IRON FITTHfGS All cast-iron fittings shall co-ply with ASA A21 .10-1464 (A';XyA C110) , 4-1-11 "Cast- Iron Fittings, 2-inch through 48-inch for '. ater and Othe _ Iquids". The waterway surfaces sahll be rortar lined in accorda-ce ,iitn ASA A21 .4-19o- (A'U,`IA C104) , "Cement-l;ortar Lining for Cast-Iron Pipe a^.d Fittings for 'dater". The exterior surfaces shall be coated with a bi-uminus material in conformance with ASA A21 .10-1964 (AWV+1 C110) . The coating shall be free from blisters and holes, shall adhere to the metal surface at all tempera- tures encountered in the field, shall be smooth, not brittle when cold, and shall not become sticky when exposed to the sun. The coating shall be checl by the manufacturer with a suitable electrical holiday detector. If specified in the Special Provisions, each fitting shall be tested before lining to 1-1/2 times the working pressure for a duration of ' ten seconds. Suitable controls and recording devices shall be provided so that the test pressure and duration may be adequately ascertained. Any fitt Ing that does not withstand the test pressure shall be rejected. The Con- tractor shall notify the District in advance of the date, time and place of Inspection and testing of the fittings in order that the District may be represented at the tests. When specified in the Special Provisions, a certification of com- pliance to these Specifications shall be filed with the District. Joints shall be of the type indicated on the drawings and shall comply with Section 4-08 of these specifications. 4-08OJ INTS 4-08.01 TYPE The Joints shall be as specified on the drawings and detailed herei 4-08.02 BELL AND SPIGOT ' All bell and spigot joints for cast-iron pipe shall conform with either Federal Specification W.V-P-421b, "Pipe, Cast-Iron, Pressure" or with ASA 21 .10-1952 (A1MNA-C110), "Short-Body Cast-iron Fitti^3s, 3-inch to 12- inch, for 250 psi Water Pressure Plus water Hammer". All joints in bell and spigot cast-iron pipe shall be packed with "Johns-Manville 44200 Asbestos Rope or approved equal , in a manner satisfactory to the Engineer. Joint fiiier for filling bell and spigot joints shall be soft pig lead conforming to ASTM 929, "Pig Lead". If this material is not available, then "Mineralead Leadite", or similar sulphur-silica compound may be used when such substitution is specific ally authorized by the Engineer following a written request by the Contractor. 4-08.03 PUSH-0114 Push-on joints for cast-iron pipe shall be designed for assembly by prepositloning a continuous, molded, rubber ring gasket in an annular recess in the socked and forcing the spigot end of the entering pipe into the socket, 1 4-9 thereby ccmpressing the g3s4et radially to form a positive seal . The design and shape of the gasket and the annular recess shall be such th2t the gasket is Iecked in place against displacement as the joint is assembled. Details of the joint design shall be in accordance with the manufacture'r' s published standard dr-,wings. The size and shape of the gasket shall be such as to provide ad- equate compressive force between the spigot and the socket after assembly to effect a positive seal under all combinations of joint and gasket to tolerances . The spigot end of the pipe shall be suitably beveled to facilitate assembly. When specified in the Special Provisions, the manufacturer shall furnish the District with drawings of the joint and gasket. 4-08.04 MECHANICAL All mechanical joints for cast-iron pipe shall comply with ASA A21 .11- 1953 MMNA C111 ) , "lAechanical Joint for Cast-Iron Pressure Pipe and Fittings". Men specified in the Special Provisions, a certification of compliance to the specifications shall be filed with the District. 4-08.05 FLANGES Unless otherwise indicated on the drawings, all cast-iron flanges shall ecmply with ASA B16.1-1960,"Cast-Iron Pipe Flanges and Flanged Fittings, Class 125". Flanges shall be machine faced and of full thickness . The gasket surface shall have a serrated finish of approximately 16 serrations per inch, approximately 1 /32-inch deep, with serrations in either a concentr'c or spiral pattern. In addition all flanges shall meet the followir; tolerances: Bolt circle drilling + 1 /'6-inch Bolt hole spacing ± 1 /32-inch Eccentricity of bolt circle and facing with respect to bore 1 /32-inch maximum Gaskets for flanged joints shall be made of asbestos composition sheet packing, graphited on both sides, 1 /16-inch thick. Gaskets shall be of a quality equal to either Crane Company Granite, or Johns-Panville 60 Asbestos, or Garlock No. 7021 . Steel flanges shall conform to A3NA C207-55, "Steel Pipe Flanges", class D unless shoNn otherwise on the plans. Bolts and studs shall be cadmium plated and shall conform to ASTM A307 Grade B, Steel G;achine Bolts and Nuts and Tap Holes", when a ring gasket is used and shall conform to either ASTf+1 A261 , "Heat-Treated Carbon Steel Bolting ;aterial ", or ASTi.) A193, "Alloy-Steel SoItIng flaterIaI for High Temperature Service", when a full-face gasket is used. Bolts and nuts shall be heavy hexacon series. Nuts shall conform to A.ST'.; A194, "Carbon and A.IIoy Steel Nuts for Bolts for High 4-10 Pressure and High Temperature Service" either in grades 1 ,2, or 2H. Tho ' fit shall be ASA B1 .1 , "Unified Screw.Threads", Class 2, except that Class 3 fit shall be used In holes tapped for studs. ,Threads may be made by ei-h�r cutting or cold forming. Between 1 /4-inch and 3/8-inch shall projact through the nut when drawn tight. 4-OB.C6 FITTINGS FCR ASBESTOS-CUAC'NT PIPE All ring-gasketed fittings shall have ring grooves which conform to ' the same dimensions and tolerances that the manufacturer of the pipe specifies for asbestos-cement couplings. Each groove shall be gaged for tolerance be- fore arriving at the construction site. The bell ends shall be compatible with the pipe ends so as to pro- vide confinement of the rubber rings and prevent damage to the ends of the pipe. The ring-grooves and interior surfaces of the bell shall be smooth ' and free from ridges, notches, or uneven surfaces. The rubber rings shall be manufactured and tested in accordance with ' ASTM D1869, shall be solid in cross section and shall be of the same type used in the couplings at joints in the pipe. Rubber rings not solid in cross section may be allowed with the approva of the District; however, such approval shall be requested and granted prior to the delivery of the rings, pipe or fittings to the job site. The delivery of rings, pipe or fittings to the job site prior to said required approval shall be subject to rejection by the District. 4-08.07 SLEEVE-TYPE COUPLINGS Sleeve-type couplings shall consist of a steel sleeve (without pipe stop), cast malleable iron flange, and neoprene rubber gasket. Buried coupling: ' shall be provided with type 18-8 stainless steel bolts. Couplings in vaults shall be provided with galvanized steel bolts and studs. Interior ferrous sur- faces exposed to water and the exteriors of buried couplings shall be epoxy coated in accordance with Section 4-14. 4-09 GATE VALVES AND TAPPING VALVES ' 4-09.01 GENERAL ' Gate valves shall be iron body, double disc, parallel seat, bot-cm wedging of the pressure class indicated on the drawings. ' Non-rising stems shall be used on all underground valves and rising- stems on the above ground valves. Gate va!ves shall comply with A.70iA C530-61 , "Gate Valves for Ordinary V.5terworks Service", with the following excep-;Cns or additions : ii l 4-09.02 MATERIALS VLterials shall confor^ to th= following table: _ f ASTM _ Part R1at-r i al D2si 1et;on Top Nut Steel A307, Grade B } Wrench Nut Cast—Iron A126, Class B f Follower Plate Cast—Iron A126, Class B Gland Bronze 661 Stuffing Box Bolts S Nuts Steel A307, Grade B Stuffing Box Cast—Iron A126, Class B Pipe Plug Cast—Iron A126, Class B Bonnet or Cover Cast—Iron A126, Class B Cover Flange Bolt d Nuts Steel A307, Class B Stem Everdur 1012 B93, alloy D with or Silnic half—hard temper NiVe Stem Nut Bronze 661 Straps & Pegs or Bronze 662 Cotter Key or Everdur 1012 B98, AIIoyD Wedge Bronze 662 Gates or Disc Rinos and S'iedging Surfaces Bronze B62 Body or Case Cast Iron A126, Class B Body Seat Rings Eronza 862 Seat Rings Bronze B62 4-09.03 OPENING DIRECTION The operating nut shall turn counter clockwise when opening the valve. 4-09.04 FLANGED ENDS Flanges for valves rated at 200 psi cold water pressure or less shall comply with ASA 8 16.1 , "Cast—Iron Pipe Flanges and Flange Fittings, Class 125". Flanges for 250 psi valves shall comply with ASA B 16.2, "Cast— Iron Pipe Flanges and Flange Fittings, Class_ 250". Buried Class 250 flanged valves shall have flat faces. Class 250 valves installed above ground or in structures shall have raised faces. All flames shall be machine faced with a serrated finish of approximately 16 serrations per inch, approximately 1 /32—inch deep with serrations in either a concentric or a spiral pattern. 4-09.05 BELL ENDS The di--:�nslons of th= sc•:%ets of bell and valves shal ' comply with A;7.7A C100, Class D. ' 4-09.06 Bi l L ENDS FOP. CONNECT I ON JII TH As3ES T^,S-cEiIENT P IPE The b-rll ends shall have ring-grooves which shall con fcr-i to the same dimensions and tolerances that the manufacturer of the pip? specifies for machined asbe ,tos-cement coupling;. Each end of each valve shill be g3ged for tolerarce before arriving at the construction site. The ball ends shall be compatible vith the pipe ends so as to provide confinement of the rubber rings and prevent damage to the ends of the pipe. The ring-groove and interior surfaces of the bell shall be smooth and free from ridges, notches or uneven surfaces. 4-09.07 0-RING STELA SEALS Double 0-ring stem seals of buna-N shall be used on all non-rising stem valves. 4-09.08 TAPPING VALVES ' Tapping valves shall be identical with gate valves except for: an oversize waterway which will pass a full size cutting shoe, a flanged end for connection to a tapping sleeve, and a tapping machine mount. 4-09.09 AFFIDAVIT OF COMPLIANCE ' The supplier shall submit an affidavit that the valves comply with these specifications. 4-10 FIRE HYf)PA%TS Fire hydrants shall comply with MIMA C502, "Fire Hydrants for Ordinary Waterworks Service", and with the following special requirements. The require- ments specified herein shall control where at variance with A',W)A 0502. If specified in the Special Provisions, an affidavit of compl ;ance to these specifications shall be filed with the District. Hydrants shall be Renssalaer List 90b, Mueller 24000 Series. Iowa F 5100 Series, or an approved equal , with two 2-1-inch hose nozzles with National Standard Fire Thread and one 4-inch pumper nozzle with California ' Standard Fire Thread, and at least a 4-,i,-inch main valve opening, unless otherwise shown on the drawings. In business and industrial properties, institutional , school , and multiple family dwelling properties a 5-4-inch main valve opening shall be provided. The hydrant inlet shall be a 6-inch for either ring-groove connection for asbestos-cement pipe, or flanged for cast iron pipe. (see Section 4-09) A double, 0-ring, stem-seal , stuffing box shall be provided. The hydrant drain-holes shall be plugged and all bronze interior parts shall contain a maximum of 5b zinc. 4-13 All fire hydronts shall be painted a pr ;re coat and tc,o finL•;h co.+ts. The finish shall be silver With a red top and cap3. 4-11 h11SCEI I_AP;cn!,S �:4TFR1 '•I S 4-11 .01 SERVICE CLA:i\PS Service clamps shall be double strap. The straps or bails shall be flat and shall be manufactured of Everdur or 'ilnic bronze. The body shall be manufactured of bronze conforming to ASTi,1 662, "Composition Brass or Ounce Metal Castings", and shall be tapped for an iron pipe thread. The seal with the pipe shall be effected with either a rubber gasket or 0-ring. Service clamps shall be James Jones J-979, Smith-Blair 323, Mueller H-16000 Series, Ford, or approved equal . 4-11 .02 CORPORATION STOPS Corporation stops shall be manufactured of bronze conforming to ASTIR 862, "Composition Brass or Ounce Metal Castings". The inlet fitting shall be a male iron pipe thread and the outlet connection shall be a compression fitting for connection to Polyethlene eater tube with a stainless steel insert. Corporation stops for service laterals, chlorination assemblies or air and vacuum release valve connections shall he James Jones Company, 1',ueller, Ford, or an approved equal . 4-11 .03 TU31NG Tubing for service laterals, chlorination assemblies or air and vacuum release valve connections shall be a high density poyethylene, Tuff-tube, pipe size Orangeburg, or approved equal . Other types of plastic tubing may be used upon approval of the specific product by the district. 4-11 .04 ANGLE IAETER STOPS Angle meter stops shall be manufactured cf bronze conforming to ASTM F62, "Composition Brass or Ounce fetal Castings". The inlet connection shall be a flare fitting for connectir,a to copper eater tubing and the outlet fitting shall be a meter coupling. The inlet and outlet shall form an angle of 90 degrees on a vertical Plane through the centerline of the meter stop. A rectangular lug and a lockviing shall be provided on the top of the fitting to operate the shutoff mechanism. Angle meter stops for service laterals shall be of the compression type with stainless steel inserts as manufactured by llueller Co. , Jones Co., Ford, or an approved equal . IQ 14 4-11 .05 CO;;.191NATION AIR AND VACJ ;:1 RELEASE VALVES All air and vacuum release valves shall be designed to insure th= release of air from a water line when the line pressure is atove at� osph-ric pressure and to insure the entrance of air into a water line wher the I ; ne pressure is below atmospheric pressure. These functions shall be performed automatically by the valve at all operating conditions of the water line. Unless otherwise indicated on the drawings the valves shall be nominal one—inch size, designed for 150 psi . All air and vacuum release valves shall have cast iron bodies, stainless steel floats and working parts: McCracken Combination Air Vacuum Valves (manufactured by the Industrial Iron Works) , or APCO 143C, or an approved equal . 4-11 .06 BUTTERFLY_ VAI_VFS Butterfly valves for use on pipelines shall meet the require—_ ments of A4VWA C504 and shall be Pratt Groundhog, or approved equal . 4-12 INSTALIAT!ON OF W;1 VES. HYDRANTS_ AND FITTLPgS 4-12.01 GENERAL ' Unless otherwise indicated on the plans, all gate or butterfly valves shall be buried except all geared gate valves (or any other valves indicated on the plans) shall be set in valve vaults or manholes. The wrench nuts shall be readily accessible for operation through the ' manhole opening. All gate valves shall be anchored in concrete as specified by the Standard Plan far Gdte Valves, Drawing No. 4 herein. The anchor shalt bear against undisturbed ground in all cases, except where unstable condiTions are encountered. In unstable conditions the bearing surface shall be as ' directed by the Engineer. Valve boxes shall be firmly supported and shall b- 4.0+ centered ' and plumb over the wrench nut of the gate valve; the box cover shall be flush with the surface of the finished pavement or at any other level designated by the Engineer. ' Blowoffs shall be installed in accordance with the Standard Plan for Blewoffs, Drawing No. 12 herein. Blowoffs shall not be connected to any sewer, submerged in any stream, or installed in any other manner that will permit back—siphonage into the distribution system. Care shall be taken to protect the asphalt coating on the exterior of fittings, valves, and vlave boxes. All backfill within 12 inches of a valve shall be clean washed sand. 4-15 Until thrust blocks -ind supper's ire pot:red, fs0211 be temporarily sup-ported s� thdt the pipe is :"it s.:c ` cted to the eicht of the fittinq by Placing V:ooden skids '_ander The 09 ! 15. All exposed flanges, bolts, and oth=r meal surfaces and dl damaged coatings shall be coated alter a;secbly %% ith a Cc3tiC, fhinnesota Mining and Manufacturing EC2 .4, Koppers 3itumast:c 505 or an approved equal . 4-1:.02 HYDRANTS Hydrants shall be installed and provided with thrust backing in accordance with the Standard Plans for Fire Hydrants, Dra,ving Nos. 2 and 3. Hydrants shall be thoroughly cleaned before they are set. Hydrants shall be located to provide complete assessibility and to minimize the possibility of damage from vehicles or injury to pedestrians. The hydrant shall be located so that the centerline of the riser or barrel is not less than 24 inches nor more than 30 inches in back of the curb face; all hydrants shall stand plumb, p,.mpar nozzles shall be at right angles to and facing the curb; and hose nozzles shall parallel the curb. Where there is a four-foot sidewalk contiguous with th_ curb the fire hydrant shall be located 12" back of this side..alk. All fire hydrants shall be painted a prime coat and t.ao finish coats. The finish shall be silver with a red top and caps. 4-12.03 TAPPING SLEEVES Tapping sleeves shall be of the mechanical joint or caul'F.ed type, shall be assembled in accordance .vith the -ann:fr:.cTurens instructions, and to the satisfaction of the Engineer. The pipe barrel shall be thorcuchly cleared vtith a wire brush to provide a smooth, hard surface far the sleeve. The sleeve sha! 1 be well supported independently of the pipe dur;n3 the tep?ing operation. Thrust blocks shall be provided as :with any other fitting. 4-12.04 SERVICE LATERALS, CHLORINATI'O;i ASSEi3LIES, AND AIR AND VACUU'A RELEASE VALVE CONNECTIONS Service laterals, chlorination assemblies and air and vacuum release valve connections shall be installed in accord-,r.ce with the applicable Standard Plan, Dra.ving No. 5, 6, or 7. The surface of the pipe shall be filed to remove all loose material and to provide a hird clean surface before nlaci the service clamp. The service cla^o shall be tightened firmly to insure a tight seal ; however, care shall be used to prevent damage to the pipes or distortion cf the service clamp by over-tightening. Corporation stops shall be threaded into ronze service clamps and not tapped directly into the asbestos-ce-ent p :; e or couplings. The corp7raTieq 4-1 0 steps shall be firmly tightaned to incur= a watertight jo;nt; h:-,N-?ver, cor—care shall be used to prevent da^ago or di cortion of either th= poration stop or service clomp by cvertightening. A bend shall be made in the cater tube to provide for fl=xibiiity in the event of a load due to settlement or to expansion or constraction. 4-12.05 AIR AND VACUUM RELEASE VALVES Air and vacuum and air release valves shall be installed at high points in continuous lines. If the profile changes during construction from that shown on the drawings, the air and vacuum and air release valves shall be installed at the high points in lines as constructed. The installation shall be complete as shown on the Standard Plan for Air and Vacuum Release Valves, Drawing No. 6 herein. 4-13 THRUST eACKING Reaction or thrust backing shall be applied at bends and tees, and at reducers. The material for thrust backing shall be concrete composed of aggregates in accordance with ASTM C33, "Concrete Aq regat?s" and portland cement in accordance with ASTM C150, "Portland Cer-tint", or ASTL1 C175, "Air Entrained Portland Cement". The mix shall not be leaner than 1 part cement, 2—'i parts sand, and 5 parts stone and shall have a minimum cor-pressive strength of 2,000 psi in 36 hours for high—early—strength cement ( Types III or IIIA) and 7 days for standard cement ( Types I or IA) . The area and design of the bearing surface shall be as specified by the Standard Plans for Thrust Backing, Drawing Nos. 8, 9, 10, and 11 I herein. The bearing surface shall be against undisturbed ground in all cases, except where unstable conditions are encountered. In unstable conditions the bearing surface shall be as directed by the Engineer. Unless otherwise ' directed by the Engineer, the backing shalt be placed so that the pipe and fitting joints are accessible for repair. Metal harness of tie rods and pipe clamps shall be used to prevent movement if shown on the plans or directed by the Engineer. Steel rods and clamps shall be ealvanized and coated with Minnesota "dining and Manu facturing EC244, Koppers Bitumastic 505, or an approved equal . 4-14 PROTECTIVE COATINGS The protective coatings detailed in previous sections are summarized below. Steel pipe and fittings 1 a. interior: cement mortar ( SS—P-385) b. exterior: cement mortar ( SS—F-3S5) except above gro:.nd Cast—iron pipe and fittings a. interior : cer^.ent—mortar (ASA A21 .4 ' b. exterior: bituminus and 5—rr1I polyethl=ne (ASA A21 .�0% wrap. Sleeve—type couplings a. interior; epoxy b. cyterior: epoxy c. bolts . stainless steel if coupling is buried, or oth?ra; se galvanized Hydrants a. interior : asphalt varnish (A:%!JA 5021 b. exterior: primer plus 2 coats; for color see section 4-12.02 Tie rods : galvanized coated with mastic Buried flanges and other unprotected surfaces: mastic Buried flange bolts and nuts: cadmium plating plus mastic Valve risers: asphalt dipped Buried valves, risers and flanged joints and other buried miscell— aneous ferrous piping and metal surfaces not cement—mortar or epoxy coated shall be thoroughly cleared and field—coated with a 1 /S—irch thick mastic coating of EC-240, as manufactured by Rinnesota Mining and 03n0 acturing Co. , Koppers Bitumastic 505, or approved equal . The coating shall be applied in strict accordance with the manufacturer's recommendations. 4-15 BACKFILL 4-15.01 PIPE ZONE Sand backfill material shall be deposited in the trench uniformly at both sides of the pipeline for the full width of the trench up to an elevation 18 inches above the top of the pipe. Above the pipe zone cohesive soils shall be densified by compactinj using mechanical or hand tamping. All mrateri3l shall pass a 1—inch screen, and not more than 50 per cent shall pass a No. 200 sieve. At the time of placement, the materials shall have the optimum moisture content required for compaction, and the moisture content shall be uniform throughout each layer. The materials shall be placed in horizontal layers which will not be more than 6 inches thick after compaction. If materials are densified by compaction, hand or mechanical tampers with suitably shaped tamping feet shall be used to compact the material and insure that the specified soil density is obtained beneath the haunches of the pipe. Free draining soils may be densified either by tamping or by consolidation with :nater using any or all of the follow'ng devices or methods: water jets, immersion type vibrators, bulkheading and flooding, or sluicing. Consolidation of earth material by hydraulic methods shall he used only if both the materials to be densified and the native soil in wh'ch the trench is excavated are free draining i .e. , the materials shall pass a 1( 1-inch screen and not mono than 15 per c=_nt shall pass a ;4o. 200 sieve . The thid<ness of horizontal layers shall not be more than the p-?n,?tra`ing depth of the vibrators if consolidation is performed by betting and int-rnai vibration. if vibrators are used, they shall be of adequate pc,o�r to consolidate the earth mass. Regardless of the method of densification used, materials shall be brought up at substantially the same rate on both sides of the pipe. Care shall be taken so that the pipe is not floated or displaced. Density within the pipe zone shall not be less than 90 per cent as determined by the "Five Layer Method" as specified in California Test Method No. 216-C 1956. 4.15.02 OTHER BACKFILL The balance of the backfill to the natural ground or base of the pavement subgrade shall contain no stones more than 2 inches in their ' largest dimension, and the backfill shall contain not more than 25 per cent stones. Free draining materials may be consolidated using lets, vibrators, or nozzles. Other materials shall be compacted using tamp;r.g or rolling equipment. Hydro-harmers or equipment similar to that used for breaking pavement or driving piles shall not be used for compacting backfill at any stage of the operations. Density above the pipe zone within either street right of way or District right of way shall be not less than 90 per cent unless a greater density is required by the road -agency. Density will be determined by the "Five Layer Method" as specified in California Test idethod No. 216-C, 1956. ' 4-16 PRESSURE AND LEAKAGE TEST The test procedure is based on the assumption that the pressure and leakage tests will be performed at the same time. After the pipeline has been installed and backfill completed but before permanent paving, the line shall be filled with water and placed under a slight pressure for a minimum of 24 hours before the pressure tests. In hilly areas test sections shall be planned so that no pipe section will be tested at less than the pressure class of the pipe plus 50 psi, nor more than 1-1 /2 times the pressure class of the pipe. Unless tie-rods are used a test shall not be made until at least 36 hours after the last concrete thrust backing has been cast with high-early-strength cement, or at least 7 days after the last concrete thrust backing has been cast with standard cement. The duration of the pressure test shall be 4 hours unless a shorter time is directed by the Engineer. The leakage test shall be performed during the first hour of the pressure test unless otherviise directed by the Engineer. Th;- pump, pipe conne_tion, o^.d all necessary appjr•,tus except gages shall be furnished by ;he Contractor. The District will furnish gees. All air shall be expalled from the pipeline at points of highest elevation. All cracked or defective el •ar..ents shall be removed and replaced by the Contractor at his expense. The test shall then be repeated until the results are satisfactory to the Engineer. No pipe section will be approved unless the volume of water required to maintain the test pressure is less than 15 gpd per mile of pipe per inch of pipe diameter for pipe in 13-foot lengths based on a test pressure of 150 psi . In calculating leakage the Engineer will allow for the number of joints added to the pipeline, owing to the use of pipe lengths smaller than 13 feet, and will allow for pressures different than 150 psi by applying a square root correction. If the test leakace in, any section is greater than that permitted, the Contractor shali locate and repair the defective joints at his own expense until the leakage is within the permitted allowance. Regardless of conformance with the 15 gpd requirement, ail visible leaks shall be repaired. 4-17 DISI';FFCTION 4-17.01 FLUSHING The main shall be flushed, prior to chlorination and after the pressure test. If no hydrant is installed at the end of the main, the Contractor shall provide a tap large enough to develop a velocity in the main of a', least 2.5 fps. The Contractor shall notify the District 's Superintandmant prior to flushing. 4-17.02 CHLORlidATION Before being placed in service, all new mains and repaired portions of existing- mains shall be chlorinated. Chlorination shall be performed by an organization whose primary business is the chlorination of water lines and who has five or more years of experience. A chlorine gas-water solution shall be applied by means of a solution-reed chlorinating device, or, if approved by the Engineer, the dry gas may be fed directly through proper devices for regulating the rate of flo.v and providing effective diffusion of the gas into the water within the pipe being treated. On approval of the Engineer, a solution of viater and a chlorine- bearing compound of known chlorine content may be substituted for liquid chlorine. 4-17.03 POINT OF APPLICATION The point of application of the chlorinating agent shall to a corporation stop in the top of the ne•n!y laid pipe a; the bevy-;raring cf the pipelino extansio,n. 4-17.04 PATE OF APPLICATION Water from the existing distribution system or other source of supply shall be controlled to flow slomty into the newly lai = pipalina during the application of chlorine, The rat=_ of chlorine solution flow shall be in such proportion to the rate of water entering the pip= that the chlorine applied to the water entering the newly laid pipe shall produce a chlorine residual of at least 10 ppm after 24 hours standing. The chlorine concentration shall not exceed 50 ppm at the time of application. Stronger doses for shorter retentions than 24 hours may be used in special cases if authorized by the Engineer. ' 4-17.05 PREVENTING REVERSE FLO'PJ ' The strong chlorine solution in the line being treated shall not be allowed to flow back into the line supplying the water. 4-17.06 RETENTION PERIOD Water treated with a chlorine solution shall be retained in the pipe at least 24 hours anc should produce a chlorine residual of no less than 10 pp at the extreme end of the line at the end of the retention period. 4-17.07 VALVES AND HYDRANTS All valves or other appurtenances shall be operated while the pipel ' ne is filled with the chlorinating agent. 4-17.03 FINAL FLUSHING AND TEST Following chlorination, all treated water shall be thoroughly flushed from the newly constructed pipeline until the replacement water throughout its length is comparable in quality to the water served the public from the existing water supply system and is approved by the Orange County Health Department. Satisfactory quality of water delivered by the new main should continue for a period of at least 2 full days as demonstrated by laboratory examination of samples taken from a tap located and installed in such a way as to prevent outside contamination. 1 Arrangements for bacteria tests shall be made by the 'JJater District. If the tests indicate contamination, the entire sterilization process shall be repeated until such tests are acceptable to the District Manager. The Contractor shall notify the District's Manager prior to flushing. 4-17.09 CUTTING INTO EXISTING LINES Following the opening of a water main, the interior of all accessible pipes and fittings shall be swabbed with a solution of hypochlorite_ The drained portion of the existing line together with any new additions shall be flushed; from two directions toward the cut-in, if possible. <-L1 � i Flushing shall be continued until discolored water is eliminated. Unusual contamination hazards may require the intallation of special ffushing taps. Following flushing, a solution of chlorine shall be introduced through a tap made for that purpose. The chlorine should be added in such a way as to insure th2t chlorine reaches every part of the isolated section of the main. The maximum permissible contact period shall be used, after which the water bearing strong chlorine shall be flushed out, the main returned to service and tested in accordance with section 4-17.03. The chlorine dose and the contact period will be determined by the District's Manager. 4-17.10 TEST FOR CHLORINE RESIDUAL The chlorine residual will be determined by the Engineer using the Orthotolidine Color T9st. 4-13 RESTORATION AND CLEANUP The Contractor shall restore or replace all removed or damaged paving, curbing, sidewalks, gutters, trees, shrubbery, fences, sod, or other disturbed surfaces or structures in a condition equal to that before the work began and to the satisfaction of the Engineer. No permanent surface shall be placed within 30 days after the backfilling has been completed, except by order of the Engineer. 4-19 GU;R�^ITEE The materials and workmanship shall be guaranteed for a period of one year after acceptance by the District. Defective material shall be replaced at the expense of the Contractor. 1 I SECTION 5 A TECHNICAL SPECIFICATIOPIS fj 5-01 DUCTILE IRON PIPE Pipe , fittings , and appurtenances shall conform to the thickness class Ductile Iron Pipe as designated on the plans . All bell and spigot end Ductile Iron pipe shall be new and shall conform to all requirements of Federal Specifications WW-P-421C , U. S .A . Standard A21 -51 and AWWA C-151 -71 . All pipe or fittings shall be clearly marked with the name of the manufacturer or with a trademark of a size and type which has been approved by and filed with the District Engineer. 5-01 . 01 TYPE OF JOINTS: i Ductile Iron pipe shall have any of the following types of joints as specified : Push-On Grip-Tite or Tyton Joint Approved Equal 5-01 . 02 SPECIALS AND FITTINGS: All fittings for Ductile Iron pipe, unless otherwise required by the drawings or specifications , shall conform in all respects to the AWWA Specification C-151 -71 . 5-01 .03 DELIVERY AND HANDLING: All pipe and fittings shall be manufactured , handled , loaded , and shipped in such a manner that it is delivered undamaged , in sound condition , and conforming in all respects to these specifications . Care shall be taken in loading and handling the pipe so as not to injure the pipe coating . No other pipe or material of any kind shall be placed inside any pipe or fitting at any time after the coating has been applied and prior to installation . All Pipe and fittings installed on the work shall be new material which has never been previously used for anv purpose whatsoever. 5-01 . 04 INSTALLATION: Installation of Ductile Iron Pipe and Fittings shall con- form to the applicable provisions of the Publication of the Cast Iron Pipe Research Association entitled A Guide for the Installation of Ductile Iron Pipe , " except as otherwise noted in the Contract IDocuments . 5-01 . 05 POLYETHYLENE WRAP : All Ductile Iron Pipe to be buried shall be encased in loose 8 mil thick tubes of polyethylene. The polyethylene tubes shall be overlapped at the joints a minimum of two ( 2 ) feet and the ends taped together. 5-01 . 06 FIELD TESTING AND STERILIZATION : IThe Contractor shall provide temporary blocking , plugs , flanges , etc . , as may be necessary to field test and sterilize ' the pipes . The limits of testing and sterilization required shall be at butt strap closures and connections as shown on the plans . All testing and sterilization shall conform to the specifications for Disinfection . DESIGN CRITERIA FOR SANITARY SEWERS IN THE VICINITY OF PRESSURE WATER MAINS ZONE ...:D . ZONE 3 _. 2 'of V• ': '�" is • W 6 4 _W 4 6' 6 14 ZONE Z 0 N E: C ZONE 3 A A 3 A �► x - ' PARALLEL`' CONST .PERPENDICULAR: CONST. ' !w i a �i- a .. s'Y'vri_..-. $_7is v. p;:• :. -- ,; - ....t f,��t... "t _.�� „ _ . .... If'A SANITARY SEWER I5 TO BE LOCATED WITHIN 'IF A SANITARY SEWER OR HOUSE LATERAL -' IO FEET OF A PRESSURE WATER VAIN WITHIN ANY CROSSES A PRESSURE WATER MAIN WITHIN ANY i OF THE ABOVE INDICATED ZONES SPECIAL OF THE ABOVE INDICATED ZONES, SPECIAL CONSTRUCT ON WILL BE REQUIRED AS SHOMN CONSTRUCTION WILL BE REQUIRED AS SHOWN s ' 4 BEL01V . _s F Y. , , BELOW z I(. - rx .y ... r~s y...�., t•u�k ^� .�. {.y„ r `+n 4 � � �?..•;•. ^' :.it -:'=:x`ZONE "<' w=5EWER - CONSTRUCTION REQUIREMENTS •', t a A:x`= V.C.P.-WITH MECH. COMP.JbiN'TS ts. ... ", ;i a , B C I.P WITH LEAD OR ADDROVED MECH..IOINTS OR V.C.P. IN STEELCASING C Y C.P.ENCASED IN CONCRETE OR ANY OF ZONE B CONSTRUCTION METHODS „e D .,:'r = DO NOT LOCATE ANY PARALLEL SEWER IN THIS AREA WITHOUT SECTION HEAD APPROVAL. . - }M1J`Y '`.':•� . INDICATES PRESSUREWATERMilk_ ASBESTOS CEMENT PIPE WITH RUBBER RING .IOINTS APPROVED FOR FORCE MAINS MAY BE PLACED IN ZONE A. ^ * o Mechanical cmpression joints conforming to ASTM C425 � -` ` "Vitrified Clay Pipe Joints Using Material Having Resilient Properties" .. Examples are "wedgelock" and "speedseal" joints . a DRAWING NO. ,'a. 2CMIV. {pI 30"MAX. FIRE HYDRANT -� I _ VALVE, BOX AND COVER (SEE QWG. NO. 4) � , ,,.�\ I 1 r •.. ' 3d'(MIN.)COVER FOR.AC PIPE.__-_ I `I _ _ ,�:.-•...._. 3/4,STEEL REIN 9 BAR ANCHOR BLOCK 1 I PROVIDE BEARING AREA • ! - .I, %:\ `. +?,�;. , PER DWG. N0.9. PLUG DRAIN HOLES IfX 12"X4"CONCRETE PAD 3 CONCRETE ANCHOR BLOCK ) MIN. SEE DWG. NO. 4. WHERE HYDRANTS PLACED AT THIS ASBESTOS CEMENT LOCATION OBSTRUCT SIDEWALKS, WATER MAIN THIS DISTANCE MAY BE VARIED WITH THE APPROVAL OF THE DISTRICT. { GATE VALVE- I ) FLANGE X RT I ; { I1 RT X RT X FLANGE CAST IRON TEE I ,mss REVISE 6MAR. 1974 GENERAL NOTES ORANGE.000NTY. WATERWORKS DISTRICT ROA.- 1. SEE "HYDRANTS', SECTION 4-10 AND THRUST BACKING', SECTION 4-13 DETAIL SPECIFICATION{ FOR COMPLETE REQUIREMENTS. STANDARD PLAN FOR RIGHT ANGLE FIRE HYDRANTS DRAWING NO. 2 SEPTEMBER 1965 1 1 �FIRE HYDRANT \ i "-'-'' - VALVE BOX AND COVER {�•::� ' ✓�- (SEE DWG. NO 4) jZ MIN. i 24'.30" ' q L I' I 30"MIN.COVER ;- y �FLANGEDINLET �� I -fi- �• -=�,'.:_-4+w:..;: IZX 127X 4'CONCRETE PAD. i' PLUG DRAIN HOLES _WHERE HYDRANTS PLACED AT THIS ._ LOCATION OBSTRUCT SIDEWALKS, THIS DISTANCE MAY BE VARIED WITH _ 18" _THE APPROVAL OF THE DISTRICT_._. 3" ,\ �• � TYPICAL � II #5..U.. BAR p; • TOP B BOTTOM C-LP.FLANGED- _ e'9eC:I, FLANGED ELBOW I GATE VALVE-FLANGED. . UNDISTURBED EARTH RT X RT X FLANGE C.I.TE - I .ASBESTOS-CEMENT WATER LINE. I I I I CONCRETE THRUST BLOCK UNDISTURBED EARTH ACE OF CURB REVISED MAR.1974= GENERAL NOTES 1. SEE "HYDRANTS;SECTION 4-10 AND"THRUST ORANGE COUNTY WATERWORKS DISTRICT.NO• BLOCKS,'• SECTION 4-13 DETAIL SPECIFICATIONS _ FOR COMPLETE REQUIREMENTS. :•!� STANDARD PLAN _ FOR PARALLEL FIRE HYDRANT - INSTALLATION DRAWING NO. 3 SEPTEMBER 1969 1 VALVE BOX AND COVER FLUSH WITH FINAL GRADE. ALHAMBRA FOUNDRY NO. A-29608 CAST IRON OR BROOKS NO. 3"RT CONCRETE OR APPROVED EQUAL. COVER MARKED'WATER' f FINAL GRADE 711 /( �\• /' 8'A.C.P. CLASS 150 ,, I \ % ' 8'MIN.OVERLAP. j BACKFILL WITH CLEANWASHED SAND TOWITHIN 12"TOPOF _ — - VALVE, RT_GATE VALVE. _ -- - -- - - _ CONCRETE •' P _ - ASBESTOS CEMENT i ANCHOR BLOCK 01*- - -•:° m WATER LINE—' ' 1 a •_ °1 ' I UNDISTURBED EARTH ��•. , \ A / D 3/4 STEEL REINFORCING BAR- EXPOSED PORTIONS COATED WITH MINN. MINING 8i MANUFACTURING EC 244 KOPPERS CO. BITUMASTIC NO.505 OR APPROVED EQUAL. • REVISED MAR. 1974 - GENERAL NOTES 1. DIMENSION "d' EQUALS THE LAYING LENGTH ORANGE COUNTY WATERWORKS DISTRICTN0.4. OF THE VALVE LESS 2 INCHES. AREA AB IS THE SAME AS THE BEARING AREA FOR AN END OF LINE OF EQUAL LINE SIZE. 2. SEE ::GATE VALVES AND TAPPING VALVETSECTION 4-09, STANDARD PLAN AND'INSTALLATION OF VALVES HYDRANTS B FITTINGS FOR SECTION 4-12,FOR COMPLETE REQUIREMENTS. GATE VALVES DRAWING NO. 4 SEPTEMBER 1965 .' -_PR OPERTY LINES d z CURB FACE y .: t } j.i r - aj 4 t 'I , L ♦ - .. .. _ I..r— . n. i f -.. TYPICAL SERVICE : LOCATION �'r•' µ . �.y,1 6 .a�`tJ its�Y! Ar a+ -:.. 1 d•_ (IJnIlSS revision required by - I ~ M♦� .- '; J J ' t-�+n �,^ " .�.r. r- sem, field conditions Or unless > - t ,-er )`- 9( :�• + '_ifs, i�,'~ 'e r - ' shown Otherwise On plans I : .k? s 1 7 �. • ' tr..-�f'�•l71'Tl"S ` x � t _..:'�t' a� -x i.T+x'' (�.j6Fa ( 5 is+IJ9r:��.� ,•r ti v 1 t , t T`FT. l3 - a C _- .J6.I}� L4 a,,,-^:,�►+. ' :.l ."`♦_3f" a s1 _� , -7�L'�3•'1 •., -- f it M! .. �. r at' A BRO44 CO Pz4SSI0N��NGLE�NETER SlOP�j`rr a yy 1 �" w} t �„' � ,pv�' y�. 15-..4' 1 r k v _a �' 4'�@ : + Y e•. ��f - frT �: � '-:".+�`.�x'frZ�r't- 'i a.,a. � -., li x .t�rt♦.ir`+�n! _ •-r:ifit^! ' =a- -.:a•e. e^� � r 4ya. . S: v kBRONZE COWRESS ION CORPORATION STOP n METER BOX i7 + r�SJ�.73'k'• : )�{ ,:L..�f � ..K 4.yai i. �< � t>M „c*�} ♦y t ta _ i�rSERVICE TE12 E n �'`tT ,Jel�r- }+'+ : `\' .+t w ± ! ` Qi • s;i w . F{•DBL- SE RVICE ,i12 .+MIN.R4Dr, " �w MIN RAD <dti15 USED ylb y x�. t I 1 J f - wry_wr '"s �. y"4•.. x wry} >r 1 t ti^�I • S _t•• f., arr J•m. i ....,e.wF a ,-• ' y....27 C - .s � , '. cLL-., a- _ ,• e•�. >'" HIGH' DENSITY POLYETHYLENE r > TUBING LATERAL SIZE , SERVICE SINGLEDOUBLE 3/4'.'. 3/4" I > DOUBLE STRAP o� r BRONZE SERVICE.CLAMP rte. -K-1-1/2' {. 2 c s a l " rr• ASBESTOS CEMENT WATERLINE e' i_,�.c T �_. rty l+t r t♦ r 1 .` ? -f`+ 3:' -,4N>ii •s'T -•a s._ e t }: ibt T -.T. qc LS.• n} 4- «v tl _t -tir ., F+• i. a. 't '? , - a rt lr •, ,e, _' ..a , 4 .. n It aj ti. .::_.. .,3.' : A:Cr .1 .., _- .ar MAY,. 196E ' 1 JAN.* 1967 REVISED FEB.' 1966 GENERAL NOTES a , ORANGE COUNTY WATERWORKS DISTRICT IN Le SEE"MISCELLANEOUS MATERIALS , SECTION 4-11 FOR COMPLETE MATERIAL REQUIREMENTS. 2.. METER 8 BOX WILL BE INSTALLED BY STANDARD FLAN THE DISTRICT UPON PAYMENT OF " INSTALLATION FEE. , FOR 3. 'SEE PLANS FOR SERVICE SIZE „ SERVICE LATERALS to 1 - SEPTEMBER 1965 - Y.:• .: ., : . . . . ..._ DRAWING 30 MIN. 42" IC GA.PLATE r(LI STD.STEEL PIPE A i WELD 9 GRIND / VENT.GALV AFTER BROOKS PRODUCTS No. 65 FABRICATION METER BOX. CONC. BODY j COVER B UO OR APPR DRILL (MI- 1/2•HOL S EQUAL IN 3 ROWS AT (N) i HOLES PER RQW • • ' (H) CAL/. STEEL PIPE r .. \ ... . -.....: GRINNEL RETURN r 11 S (B)SR I BEND OR APPR.EO. UNION \ I , (K)SCR.GALV. CPLG. (8)' BRONZE ELBOW I .�•\ -mss I CAST IN CONC 845E m i rr •`: ' 'O MIN COVER l f i, \ '�. ,J '(F)RED BR455 PIPE. dl (G) :BRONZE CURB STOP's i"•:d . I SIDD. UP ` •. " .`• �,..�� (EP CP �G JAMES JON " r - x 4 2"■ 1/4 FLA7 f '� \ rBAR ANCHORS No J-15 7 OR APPR.El�- J' ' � 4 i _ ,I . _ \ 'LO)SO. PCC. CONC ' ~ _ (C) CORP. STOP. JAMES _ "' -' L DRILL 11/4 HOLES - �r JONES No-J 1505, MUELLER — .DPP' ,. . (FIRE 1 0BR45S PIPE\. H-15on. PUL.CO C-2701 -- pp.• (D)COPPER TUBING 4-'CONC.BLOCK BASE. BLOCKS-i: + OR'Ai'PVD. EQUAL `-' TYPE -K ANNEALED TO FIT DIMENSIONS.OF METER '. [-.'' -'� - >�' - - �•\. 00X. )e ' - --_ `—(A) CN 8 .ION AIR-VACUU RELEASE _ AIR RELEASE YALVE. E- ', (8) DOUBLE STRAP SERVICE CLAMP ' LASBESTOS-CEMENT - JAMES JONES No. J 979 SMITH BLAIR 323, MUELLER M-16000 SERIES f PIPE - - - OR APPROVED EQUAL. •;:<i v . LETTE• !:. . .. (A) SIZE OF AIR ` R- REFERENCE FROM NOTES VACUUN B AIR RELEASE VALVe (B) =(C) - (D) - (E) (F) (G) (H) (K) (Ll (M) (N) (O ) r 2" 2„ .,2.. 2.. 2.. 2" 2•' 2.. 10' 10' 24" (B) DOUBLE STRAP SEVICE A C.PIPE ' 'CLAMP , ••.�_. • • REVISED MAY 1966 ORANGE COUNTY WATERWORKS DISTRICT (0) COPPER u r'( _. - •.,,.'•r'i°'". _ TUBING WI MIN. 42'. - STANDARD PLAN '::':'f oCURB FOR _I LOPE P AIR & VACUUM METER SOX_ tf I RELEASE VALVES .' - (L) VENT PIPE PLAN APRIL' 1967 : :. a -DRAWING NO- 6 1 ' 45" (MIN) 'r--30" (MIN) COVER OF > UNDISTURBED I -• ; �,t r - i' .§i1T� -�,.. ., =. ;: " tri � T � •AY •r,< ; w + . a; h ELEVATION . r ytw . a. LY. t T•jlt,. tt t �: n' y5l ` • '�. iii _L rti aC ,. 1 . l.yw ! .•I= k' �_ �y � Ee :"- ( "'i ' ` ;•P I ' - RIN GT ITE CAST IRON TEE '.- �1 rr + -r4Ssi}: W-44 .` ` . ..•1 k t - V -f Y�.hi ♦ •a' ♦ 1 -JC�( ♦.l: Y ,l�t,.'f.: p. s { . PLAN 430 (MIN)/ �S a .. EXTEND BLOCK 6.. _ UNDER FITTING TO BEARING AREA IN SO. FT. - SUPPORT FITTING CLASS ISO a 200 A.C. PIPE AT 100 PSI. INDEPENDENTLY FROM . PIPET PROVLDE TEM- LINE SIZE . CLAY �, � SAND PORARY SUPPORT PRIOR • - r TO CONSTRUCTING 3'. 1.26 0.63 THRUST BLOCK. : 4 +'r 1.65 , 0.93 - - - -J 6 3.80 1.90 8 _ 6.58 3.28 a 10 . ..1075 -. 5.38 .-... -:,• 12 ` 15.31 7.66 `x. . , 14 20.77 _ 10.39 � 26.88 � , 13.44 . REVISED FEB. 1966 GENERAL NOTES L BEARINGAREA FOR CLASS 150(TEST PRESS ORANGE COUNTY WATERWORKS DISTRICT 225 PSI) EQUALS FIGURE FROM TABLETIMES 2.25. 2.25. z. BEARING AREA FOR CLASS 200 (TEST PRESS. STANDARD PLAN 300 PSI) EQUALS FIGURE FROM TABLE FOR TIMES 3.00. EXAMPLE: BEARING AREA FOR A 61NCH, CLASS - THRUST BACKING } 200 4.C. UNE IN CLAY TEE 3.80 SO. FT. a 3.60 11.40 so. FT. - TEE - SEPTEMBER 1965 - DRAWING NO. 6_ r I 1 .; 9 _ TBROONZE COMPRESSION ANGLES%ETER STOP AItr F , BRONZE I.P THREAD PIPE CAP x 12 MIN RAD - IN TYPE B ASSEMBLY ONLY METER a• �H' l- y4 ,^ sr.+ 9-+ ,.a y �2:.i.; ..:, •. <. t �'Si 1,it HIGH DENSITY POLYETHYLENE " � - s i TUBING JS'. / x.s t e^ r* L 12� MIN RAD. / ; . BRONZE MPRESSION CORPORATION STCP DOUBLE STRAP BRONZE SERVICE CLAMP • $ ASBESTOS-CEMENT (WATER LINE IL a -' , 'TYPE A ASSEMBLY SHALL CONSIST OF SERVICE CLAMP, CORPORATION STOP, TUBING AND ANGLE METER STOP. TYPE 8'ASSEMBLY — SHALL CONSIST OF SERVICE CLAMP, CORPORATION STOP ' AND PIPE CAP. MAY _1968 y r K `.. APR 1967 JAN 1967 REVISED FEB1966 * GENERAL NOTES ORANGE COUNTY WATERWORKS DISTRICT [� I. SEE"MISCELLANEOUS MATERIALS" SECTION 4-II FOR COMPLETE MATERIAL REQUIREMENTS. 2. METER BOX 8 COVER WILL BE FURNISHED STANDARD PLAN AND INSTALLED BY THE DISTRICT. FOR •. ', CHLORINATION ASSEMBLIES SEPTEMBER 1965 a 450 (MIN) - i UNDISTURBED EARTH , e.. ' '" r .• �. J '= EXTEND BIO..K 6" UNDFR , FITTING - .: •� '2 '' -2x, - `�"� i "� `-TO SUPPORT THE FITTING INDEPENDENTLY SECTION A A TFROM PIPE; . PROVIDE _TEMPORARY S SUPPORT PRIOR TO CONSTRUCTING _,.THRUST BLOCK. .. !tk f i4 .r l:'If � 4^ 1...'•'J p S•• _ •_i it stY 1. '4f� J _ � 450(MIN) Y v•.: PLAN BEARING AREA IN SO. FT. ' CLASS 150 B 200 A.C. PIPE AT 100 PSI. . ) -' LINE SIZE `' ' -CLAY - SAND 1. 79 0.90 2. 61 1.31 .. 6 - - 5.37 269 8 . . 9.30 , - 4.65 - - . . '� - 10 15.20 7.60 12 - 21.64 - 10.82 14 29.36 14.68 ..16 .;',3801 :` 19.01 REVISED FEB 1966 GENERAL NOTES - 1. BEARING AREA FOR CLASS 150 (TEST PRESS. ORANGE COUNTY WATERWORKS DISTRICT 225 PSI) EQUALS FIGURE FROM TABLE n lA TIMES 2.23. STANDARD PLAN 2. BEARING AREA FOR CLASS 200 (TEST PRESS 300 PSI) EOUALS FIGURE FROM TABLE FOR •�_" TIMES 3.00. EXAMPLE: BEARING AREA FOR A 6INCH, CLASS THRUST BACKING y 200 A.C. LINE IN CLAY, 90P BEND 5.37 SO. FT. . 3.00 = 16.11 SO. FT. 90' BEND - 1 SEPTEMBER 1965 i DRAWING NO. 9 43° (MIN) + —� UNDISTURBED EARTH ] _ EXTEND Bt OCK 6" UNDER FITTING SUPPORT FITTING INDEPENDENTLY _ - ,.; ,- SECTION ASA PIPE-, PROVIDE TEMPORARY - '' SUPPORT PRIOR TO CONSTRUCTING{ t1 _ ';TNRUST BLOCK., � tY 1,}.,TT J. ] 4 +.C' •'2S«\ �I T.�['r { [t' .M�- T/ '4- >f 't) if .N t Y 0.� .;'. J..;3A ' !, w K_•..f} .. . .•. rv1a2�f4i ..r. R v.l ] r.::..Y- - 1 s o � ! .,:[ . ,# �- •��^. t � . t ' . PLAN T - - - BEARING AREA IN SO. FT. - '.[ 1. CLASS ISO 8 200 4.C. PIPE AT 100 PSI. -LINE SIZE CLAY SAND - ;r .. _ ;i ... 4 Z 1 42-' ' 0.7 1 ., . -•[ i t e t 6 , 2.91<+' 1.46 w. ...i. r •v . . S 04 2.52 8.24;: 4. 12 _ p• i eet4 ,t 12 1 1 .72 5.88 15.9 1 7.96 - 18 20.38~ 10.30 - REVISED FEB. 1966 GENERAL NOTES 1. _ BEARING AREA FOR CLASS ISO (TEST PRESS. ORANGE COUNTY WATERWORKS DISTRICT 223 PSI) EQUALS FIGURE FROM TABLE , " TIMES 2.23. :. STANDARD PLAN . .,F.._.. . 2. BEARING AREA FOR CLASS 200 (TEST PRESS. 300 PSI) EQUALS FIGURE FROM TABLE FOR TIMES 3.00. , EXAMPLE: BEARING AREA FOR A 6 INCH, CLASS THRUST BACKING 200 A.C. LINE IN CLAY, 450 3.00 - _ 450 BEND - 2.91 50. FT. a 3.00 6.73 S0. FT. SEPTEMBER 1965 DRAWING NO- iO o 6" s UNDISTURBED EARTH l T 45°M • � y M1 } SECTION A A EXTEND BLOCK 6"UNDER�-FITTING ._ :T0. SUPPORT FITTING. INDEPENDENTLY •+` FROM PIPE: PROVIDE-TEMPORARY_iC:" " ..c. _ . -::SUPPORT . PRIOR -TO ' CONSTRUCTING ' `- THRUST BLOCK.. .J(N•r �..%.fl♦YV.•"l c - nY�S.?M<"/A� 1a' •. CV .A•MY T ,.t h ^R �Y��l + 7�Y�- AA .rgFd � � �� 'gid 't ♦ � .- �, t 4 s .. PLANt BEARING AREA IN S0. FT. _ x "CLASS 150 9 200 A.C. PIPE AT 100 PSI " a LINE SIZE CLAY .' SAND 0.49 0.25 — r ' 4 0 72 � _ 0.36 .6 . 1 .47 0.74 ,f B 2 .55 t '.28 10 _ 4 IT — 2.09 . , a r Y e-• 12 5 .94 2.97 14 B .06 4 .03 E .. . 16 _t 10.43 . 5.22 x '_ - RE VI SED FEB 1966 GENERAL NOTES — I. BEARING AREA FOR cuss Iso (TEST ORANGE COUNTY WATERWORKS DISTRICT PRESSURE 225 PSI) EQUALS THE FIGURE FROM THE ABOVE TABLE MULTIPLIED BY 2.25 STANDARD PLAN I 2. BEARING AREA FOR CLASS 200 (TEST PRESSURE 300 PSI) EQUALS THE FIGURE FOR FROM THE ABOVE TABLE MULTIPLIED BY 3.00 EXAMPLE : BEARING AREA FOR A 6 INCH, THRUST BACKING ~r CLASS 200 A.C. LINE IN CLAY,221/2- BEND 1.47 SO.FT. x 3.00 = 4.41 S0. FT. — 221/20 BEND SEPTEMBER 1965 DRAWING NO. IF. . • CAST-IRON BOX COVER-----I •3":3s3/8 STEEL PLATE I - ' - - - - Ir HOLE FOR LIFT LUG • -- ' - - 8-3/a" CADMIUM PLATED ;- ! - - STEEL CAP SCREWS 3'LONG 17 j b FINAL GRADE _.. 34 STO STL.PIPE //'!S t - --11•iSV 4 .Y"! if' Jn'. L Y. Y_ ! aJ w . ..>n. < 4 .a. r s,� Y a � •-ter. �- ...-� Q .r, aac w ' .i.... :. r,.•._. �.;:i VAWE'BOx B COVER ••, .Infi GASKET �}.''+'++ "+ea• +a.�> a (SE E.i DWG., NO.a 4 )<.r:ww . . -+ 'v ,..«n• s- +-.'-'.+ +•- .........,,.- -C�{y C5 tr e_a. Sav , .� _ r `+ nr.+.ura..aiSaaveeF FIELD WELD M it :--ALL-AROUND y.�.�� -.. .:�°,-S•F.:iS-Sl� :LS .nr t a- - as �t..wi�IL. r [ - 4113/4`.ODs 63/4 �" o- 67A$A 816.5 -: CAST IRON RING-TI�E .;ia_-STL RING FLANGE_ y... -150 L6 STL -'F_- T Y tick" �.. t l+-:5;+ ''>�3-�,.fv 4, -s TTAPPEO FOR 8 3/4 v m L <5 BUNQFLANGEt Jc�[-•:.4 C_WATER.LINE:Y'�=w`,..�.,'�.`7 XCAP-SCREWS ON 912 -�` i.. _ 'l•., a ? '7 .7 a" F+ �.�'Fi F# .�5'<. t' f i s -itaCIRCLE WELD AS STD A- _ "T�c,,,* I' ;: �c C"`f,.�h. 'dttiJ1•`',7..6Si1E-i. @7i1 '�•Y' L Si Oe itLRING FLANGE ..?+Y au. fY c 3t, 'r..a dr �Ca/'- - n > -1. 4 '-c. SY•r '.?.. a �~ .J'ti �., .. ♦ r.. .t 4 t.:.24...-si :3 r1 ,,: �,� 30..._ t "�Y'•y, p }� olmov - •...,mise - r" a'_ =mss "«.. t I.� h ii r •`r .d +w ..2�.' .3'i'�'Sn <. 'ra`t•.f"•r 3R'l r , - : 6"SID'S LPIPE + e. +-pY--if+s'•+^�'-` -Y !1 rJ # Of 4 L� 17p"� R� .51 r Sn•D✓ T 1 Y/ 'f•+`[ -'T' T1� '•/:- � $K( ... -,`s. L '� Y -' 3 '3'd 3E)tSi IP '••4ci " .t Tch 'ii r jz- ?i �.� +., MV'e ,vh:.$i' .`�'!>,•Yla.n [- _ .4.' ..L-.w` ^"a u° ♦ > •.�'Y!� ,.:e`'� a 4"ASA 8165 rr4` STO STL PIPE y 150 LB STL 6` CONCRETE �- _ •" FLAT FACE - F^ r-•i y "' �:. ALL AROUND < y - - FLANGE .ro_ r {„�r . ,a• .r :. ..�..�:� .+r s d+x: i s.r/ -...�.cF-- - _ ..� s -P D Y- � �,-, �-pF� ,{...'"'"^ .Y ^•"'�"' 4 STD STL PIPE-. .4 .STD TRANSITION .-•� ' r� + �7,Lyh�+� ■.,7, +�. ..'•u ?+agw3'?=, i^ .r'S+r < : �F•c / .»�txti!r. - r t'' +�� -.J. 4 $ r . COUPLING 'd-•.. rw"ErJC..:.t 1�.�.-..;aiA.•G �•{jtoL .w �y«r 7>L ",� t - • � .� i '� ..�.,. '#a:. —4"STD STL LONG TANGENT •?7" :' J 4"FLANGED, CAST=IRON ' - 900 ELBOWGATE r �+, •ao_. . VALYE ' NO 4I -� n• -',�-.-� - '}' CONCRETE ANCHOR BLOCK..'-.' -'4.: 6 i ys:t i L,.i ..'•y<~, .slits..es":"'::.1+' �S•' Y •o- fi STD STL WELD ,-iii• - : . .ol .:Y..a Y Kw6 .K Y rrt. �14. . ...W-i.fi'1K``C V.`+ay��Y F'' ' 'Jl.: t3f aa►j�p(.'.< � ` '7�-.� vt14 •-�� •-- ,-ti ` -+ r- --6 Wim+ ° 8'REVISED MAY 196 ORANGE COUNTY WATERWORKS DISTRICT �anM ih e[♦ .i J -.'fin iV T lw - .• d w '. . +� a,7.. � a �'♦ nark �. t M f Y 7 s -t ..•" -- . . in'. .s..^yrt :1? STANDARD PLAN _. — . ,: w• FOR tea. a s-/ i. �. :a1• r.n-: ,.,ar eYX"a n'-.: BLOWOFFS a SEPTEMBER 1965 , +_ DRAWING N0. 12 I [._ :..0 )..aa.-.a_iJ. i hA Y_ -t. rr..... 1...i . .♦ : L" tT'- F 14b t I -VALVE BOX AND COVER FLUSH WITH FINALGRADE. ALHAMBRA FOUNDRY NO. A-3000 CAST IRON ' OR BROOKS NO.3- RT CONCRETE OR APPROVED EQUAL. COVER MARKED"WATER `•- ' FINAL GRADE NL B'A.C.P. CLASS 150 8"MIN.OVERLAP. _ BACKFILL WITH CLEAN WASHED , •1 / -SAND TO WITHIN 12!*TOP OF VALVE. RT BUTTERFLY - - �__ VALVE I �� i v .rr- •-" '. m� ASBESTOS CEMENT •� '+:'� ' •^ ••-i WATER LINE CONCRETE �' ' ` ~•,• ,' ANCHOR BLOCK r C' , LA UNDISTURBED EARTH 3/4'$TEEL REINFORCING BARS- EXPOSED PORTIONS COATED WITH 1 MINN.MINING 8 MANUFACTURING EC 244, KOPPERS CO. BITUMASTIC NO.505 OR APPROVED EQUAL. i1 01 i _ n 1 �a1r��Ji jam. 1 K GENERAL NOTES: i I, DIMENSION °C" EQUALS THE LAYING LENGTH ORANGECOUNTY WATERWORKS DISTRICT NO.4,, OF THE VALVE LESS 2 INCHES. AREA A B IS THE SAME AS THE BEARING AREA FOR AN END OF LINE OF EQUAL LINE SIZE. - 2. SEE "GATE VALVES AND TAPPING VALVES%ECTION 4-09 STANDARD PLAN I AND"INSTALLATION OF VALVES HYDRANTS 8 FITTINGS FOR SECTION 4-12, FOR COMPLETE REQUIREMENTS. - BUTTERFLY VALVES DRAWING N0. 13 MARCH 1974 •_8. cc N%-3/4'DIA.VENT HOLES TOP EQUALLY SPACED AS SHOWN. O.D. M= OOO O O G oo OO 00 _ STEEL -DOOR LATCH-WGS 4 x 4' WELDING BUTTS �E '�='-a SEF-DETAIL-B' � T— 1 x / 10 GA. C.R.M.S. ole HOUSINGANDDOOR FINISHED CONC. �� EXPANSION I BOLTING CLIP SIDEWALK- " , JOINT ALTERNAT� - _i l L SEE DETAIL'A FIN.GROUND q'DIA.HOLE III SIDE PACK W/ PEA GRAVEL 1i 41 NOTE: AFTER WELDING.ASSEMBLEY \ —� SHALL BE HOT DIPPED GALVANIZED. ASTM A 123. FRONT i L-tic 2k l/4 x f' VALVE DIMENSIONS Ve �, SIZE R fl I ! 18'• 30•• 9 15 28 24 36" 12�' 17" - 36 ORANGE COUNTY WATERWORKS DISTRICT NO. 5/�DRILL FOR 1/Zk5-MACH. BOLT. STANDARD PLAN DETAIL A DETAIL"B is FOR COMBINATION AIR RELEAS 3/8"M.S- PLATE VALVE HOUSINGS 2 REQ•D. DRAWING NO. 14 MARCH 1974 - SECTION 36 - WATER WELL INSTALLATION AND ABANDONMENT A. General The 130 foot depth well shall be constructed using the cable tool percussion method. Water shall be used as the drilling fluid. The equipment used must be adequate to perform all phases of the work. B. Records The Contractor shall keep records of the drilling operation and shall file a "Water Well Driller" report. C. Conductor Casing The conductor casing shall be 30 inches inside diameter fabri- cated from 1/4 inch thick steel plate meeting the requirements of ASTM A283, Grade B. The casing shall be factory assem- bled and shall have not more than one longitudinal seam paral- lel to the axis of the casing and not more than one circumferen- tial seam. D. Drilling and Installing Conductor Casing A hole not less than 38 inches in diameter shall be drilled to a depth of 10 feet. The conductor casing shall be set in the hole and securely anchored to prevent following. The space between the hole and the casing shall be sealed by filling with a neat cement slurry weighing approximately 115 pounds per cubic foot with two percent bentanote and two percent calcium chlo- ride added. The slurry shall be placed by pumping from the bottom of the casing and it shall form an effective seal against infiltration of surface and ground water. Upon completion of grouting, the cement shall extend to ground surface around the entire casing. The grout shall be left undisturbed for a period of at least 12 hours after placement is completed. E. Well Casing and Perforations The well casing shall be 10 gauge thickness, shall meet require- ments of ASTM and shall be 16 inch inside diameter. The casing shall be factory assembled in not less than 20 foot sections and shall contain not more than one longitudinal seal parallel to the axis of the casing and not more than one circumferential seam in 10 feet. The casing shall be perforated below the depth of 60 feet. The Contractor shall use a mills knife for vertical hole cuts 3/8 inch x 3 inch. Eight cuts every 8 inches. F. Drilling and Installing Well Casing A hole not less than 16 inches in diameter shall be drilled from the bottom of the conductor casing to a depth of approximately 130 feet below ground surface. 5-31 G. Alignment of Well Tests to determine the plumbness and alignment of the 16 inch diameter casing shall be made by the Contractor after the well has been completed and before its acceptance. The well shall be drilled in such vertical alignment that a line drawn from the center of the well casing at the ground surface to the center of the well casing at the bottom of the well shall not deviate from the vertical more than 6 inches and that at any bends, it shall be no closer to the inside wall of the casing than 5 inches. H. Developing and Testing With seven days after completion of perforation of the casing, the Contractor shall commence development and production test- ing of the well. During these operations, metering facilities shall be provided by the Contractor to accurately measure the rate of flow and the volume of water pumped from the well. Desired development is 800 gpm with 26 feet drawdown. I. Abandonment of Existing Well The existing well shall be abandoned in accordance with Sec- tion 23 of the Water Well Standards, Department of Water Re- sources, State of California. The well shall be completely filled with the appropriate material from the bottom of the well up. A hole shall be excavated around the well casing to a depth of 6 feet below the ground surface and the well casing removed to within 6 inches of the bottom of this excavation. The well casing shall be filled with either clay, silt, sand, gra- vel, crushed stone, or native soil to within 20 feet from the top of the well. The upper 20 feet shall be filled with a ce- ment grout. After completion of filling the casing, the excavated hole shall be backfilled and compacted to 90% relative compaction. J. Payment rThe Contractor shall be payed the lump sum bid amount as full compensation for all work shown on the plans and as specified in these specifications and no additional compensation will be allowed therefor. SECTION 37 - RELOCATION OF WELL PUMP, PIPING AND ELECTRICAL YSTEM Well Pump and Appurtenant Piping 1 The relocation work to be done shall be in accordance with the appli- cable requirements of the latest edition of the Standard Specifications for Public Works Construction and the applicable sections of the Orange County Waterworks District No. 4 Standard Specifications for Construc- tion of Water Mains and Appurtenances. 5-32 ' Electrical All work shall be in accordance with the latest results of the National Fire Prevention Association, Electrical Safety Orders of the Department of Industrial Relations of the State of California, and any prevailing ordinances, rules and regulations of the local governing bodies. Where drawings or specifications call for equipment and workmanship to be of better quality or higher standards than required by the above rules and regulations, then said drawings and specifications shall prevail. The Contractor shall obtain all permits and inspections and he shall pay all fees thereof. Payment The Contractor shall furnish all labor, materials, and transportation for the removal and reinstallation of the well pump, appurtenant pip- ing, electrical system and for construction of additional piping and electrical equipment as called for on the plans. Payment shall be the lump sum bid of all work shown on the plans and as specified in these specifications and no additional compensation will be allowed therefor. SECTION 38 - ABANDONMENT OF WATER LINES AND VALVES Structures or lines designated on the plans or required to be removed ' for construction shall be removed to their full depth including founda- tions, anchor blocks, etc. Voids resulting from abandoned or removed structures or lines shall be filled with suitable material compacted to a relative compaction of 90 percent except the top 6 inches which shall be compacted to 95 percent. When water lines, laterals, or valves have been or are to be abandoned and are found to interfere with construction, the interfering portion shall be removed and the remaining open portion securely sealed with a concrete plug. When a water valve is to be abandoned which does not interfere with construction, the valve shall be securely closed and the upper portion of the water valve box and cover removed to a depth of at least 1 foot below street subgrade. The remaining portion of the valve box shall be sealed with concrete. Payment for the abandonment and removal of water lines and valves shall be included in the contract price bid for clearing and grubbing and no additional compensation will be allowed therefor. SECTION 39 - SHORING OF EXCAVATION The Contractor shall furnish all labor, equipment and materials required ' to design, construct and remove all shoring, sheeting, lagging, cribbing, piling or other types of support for the walls of all open excavations. ' A detailed plan showing the design of the shoring must be prepared by a Registered Civil or Structural Engineer and shall be submitted to the City Engineer for approval three weeks before commencing excava- tion. Design of the shoring shall include consideration of lateral loads 5-33 resulting from live loadings on the adjacent surface in addition to the lateral earth pressures due only to the weight of the soil being retained. The Contractor's attention is directed to the "Soils Investigation" for this project containing information about earth pressures to be used for design of the shoring. Copies of the Soils Investigation are on file in the City Engineer's office for review by prospective bidders. ' The shoring shall be in accordance with Section 306-1.1.6 of the Stan- dard Specifications. Payment for all shoring, bracing or sloping of excavation for all sewer, ' water utility and storm drain improvements shall be considered to be included in the contract bid price for those items of work which require shoring and no additional payment shall be made therefor. SECTION 40 - ELECTRICAL SUBSTRUCTURES - DISTRIBUTION ' A. General The Contractor shall furnish all transportation, materials, equip- ment, labor and supplies to complete the excavation, backfill, ' temporary resurfacing and other earthwork incidental to the construction of the electrical distribution substructures and appurtenant structures and to construct and install the neces- sary conduit, structures, vaults, retaining walls, risers and pads, together with all work necessary or incidentals to com- pleting in a workmanlike manner the improvements as contem- plated by the San Diego Gas and Electric Company plans and 1 these specifications. All work is to be accomplished in accor- dance with the San Diego Gas and Electric Company General Conditions and Standard Plans. ' B. Measurement and Payment ' The measurement and payment for all work done under this con- tract shall be as described below. It shall be understood that any unit of work not specifically covered by a pay item shall be at the expense of the Contractor, and no direct payment ' for the cost of such work will be made by the City. The cost of such work shall be included in the prices paid for the vari- ous items of work. Measurement for payment for equipment pads, retaining wall, vaults and handhole, and transformer pads shall be per each ' unit complete in place. Payment will be made at the contract unit price per unit com- plete in place, which price shall include all materials, metal work, ' racking, grates, covers, units, excavation, backfilling, adjust- ment to final grade, transportation, furnishing and use of all equipment, tools, shoring, labor and incidentals to complete ' the work in accordance with the drawings and specifications. Measurement for payment for electric conduit with pull rope ' will be at the contract unit price per linear foot complete in place as measured in the field from edge of structure to edge of structure in accordance with the plans and specifications. ' 5-34 ' Payment will be made at the contract unit price per linear foot which price shall include all materials, spaces, encasement as shown on the standard plans and conduit markers, including all labor, materials, and equipment necessary to complete the ' work in accordance with the drawings and specifications. Payment for joint main trench and main trench (electric only) ' will be made at the contract unit price per linear foot complete in place including excavation, compacted backfill, bracing forms, safety measures, protection of utilities and incidentals necessary ' to complete the work in accordance with the drawings and spe- cifications. The Contractor's attention is directed to Section 24 (Phasing of ' Construction) of these Detail Specifications concerning cable television placement within the joint main trench. ' Payment for construction of bore across Ortega Highway will be made at the contract lump sum price complete in place. 1 1 1 1 1 1 S-35 ' Submitted to Applicant by: 1 SDGE San Diego Gas&Electric ' Underground Gas and Electric General Conditions For Distribution and Service Systems Construction ' 1.0 General 2.0 Definition of Terms 3.0 Contract Documents 4.0 Inspection of Work and Interpretation of Contract Documents ' 5.0 Company's Right to do Work 6.0 Scope of Work 7.0 Survey and Easements ' 8.0 Pavement Removal and Replacement 9.0 Excavations 10.0 Installation of Conduit ' 11.0 Backfill and Compaction 12.0 Substructures 13.0 Safeguards 14.0 Changes in Work ' 15.0 Partial Use of Underground Facilities 16.0 Drawings and Prints 17.0 Relationship of Parties ' 18.0 Final Acceptance 19.0 Warranty 20.0 Permits and Licenses 21.0 Indemnity 22.0 Public Relations 23.0 Notice or Demands NOTICE ' ALL WORK DONE PURSUANT TO THE ATTACHED MUST BE ACCOMPLISHED IN COMPLIANCE WITH THE FEDERAL AND STATE OF CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACTS ' 106-35140C 1 5-21-79 SAN DIEGO GAS 6 ELECTRIC COMPANY Underground Gas and Electric General Conditions For Distribution and Service Systems Construction 1.0 GENERAL Project (Number and Title) 1- 72 r 3a /}tSS' ts.Thr 0V 7- 40.0'%t 7M 7% �7r• 3 2.0 DEFINITION OF TERMS ' The following terms, when used herein, shall be construed as follows: 2.1 The term "Utility" means San Diego Gas 6 Electric Company, P.O. Box 1831, San Diego, California 92112. 2.2 The term "Applicant" means the party or parties contracting with Utility for ' underground facilities and to perform work hereinafter described. 2.3 The term "Inspector" means the authorized inspection representative of the Utility. ' 2.4 The term "Agent" means those persons authorized to act for or represent the Applicant or Utility. ' 2.5 The Contract Documents consist of the Agreements, the General Conditions, the Construction Standards, and the Specifications, including all modifi- cations thereof incorporated in the Contract Documents before their execution. 2.6 The term "Agreements" means all gas and electric extension agreements and all trenching agreements entered into by Utility and Applicant in connection with the underground facilities and work described herein, including any attachments or other documents attached or incorporated therein. ' 2.7 The term "Construction Standards" means the copies of Utility's Gas Construction Standards and Electric Construction Standards. These standards are available upon request. 2.8 The term "Specifications" means the drawings furnished to Applicant specifying the detailed information necessary to perform the work and includes any revisions, amendments, additions or supplements thereto. 2.9 The term "Final Grade" means grade after paving is completed. 2.10 The term "Finish Grade" means the grade shown on plans. 106-35140C -2 5-21-79 2.11 The term "Day" or "Days" means work days unless otherwise specified. 2.12 The term "Substructure" means primary and secondary facilities, including but not limited to manholes, handholes, enclosures, vaults, splice boxes, pull boxes, pads for transformers, terminators, sectionalizing, fusing and other equipment, grounding grids and other structures needed to accommodate cables, connections needed to accommodate cables, transformers and appurtenances. Conduit requiring concrete encasement is not to be classified as a substructure for the purpose of interpreting and applying this document. ' 2.13 The term "Improvements" where used herein, refers to the requirements of either the governing municipality or the Utility which will ensure protection for the Utility' s facilities and provide verification of finish grade. Improvements include, but are not limited to, installation of curbs and sidewalks, berms, bridle or pedestrian paths, raised planters or parking lot berms in residential, commercial, manufacturing, or industrial projects, when these improvements are specified adjacent to the Utility' s facilities. ' 3.0 CONTRACT DOCUMENTS 3.1 The Contract Documents are complementary, and what is called for by any one shall be as binding as if called for by all. Words which have a well-known technical trade meaning when used in connection with the types of materials and work described in the Contract Documents shall be held to refer to such ' well-known meanings. 3.2 It is intended that all work described as being the responsibility of the Applicant in the Contract Documents, and any that is reasonably inferable from such documents as necessary to produce the intended results, shall be supplied by the Applicant. ' 3.3 Figured dimensions on the Specifications shall govern except that the lateral location of trenches and excavations are subject to change as necessitated by conflicts, obstacles, or difficult soil conditions revealed by onsite inspection during construction. Work not particularly shown or specified shall be performed in the same manner as similar work that is shown or specified. Large-scale details shall take precedence over smaller scale details as to shape and details of construction. Construction Standards shall take pre- cedence over Specifications as to materials, workmanship, and methods. ' 4.0 INSPECTION OF WORK AND INTERPRETATION OF CONTRACT DOCUMENTS All work and materials shall be of Utility approved manufacture class or grade specified in the Contract Documents. It shall be Applicant's responsiblity to thoroughly familiarize all of its Agents with the contents of the Contract Documents and to accurately advise the Utility of his construction schedule. Utility will be represented in the field by an Inspector and all work and material shall be subject at all times to inspection by the Inspector. The applicant should call the number in section 6.3 for inspection of his work by 2:00 pm one work day prior to the date inspection is requested. Inspection of applicants work by the Utility' s Inspector is required at the trenching, conduit installation, conduit mandreling, backfill, com- paction, substructure installation, and completion stages of construction. At each ' -3- 106-351400 5-21-79 stage of construction, if Utility's crews are needed, they will be dispatched as available after the Inspector has verified that the Applicant has satisfactorily performed his portion of the work. As each stage is completed it will be approved by the Inspector. Any workmanship or material which does not meet the criteria specified in the Contract Documents may be rejected by the Inspector whose decision shall be final and conclusive. The decision of the Utility shall be final as to all matters of interpretation of the Contract Documents. Any workmanship or materials which does ' not meet the criteria specified in the Contract Documents shall be replaced by Applicant at Applicant's expense. Inspections and final acceptance shall not relieve the Applicant from his obligation to complete the work in accordance with the Contract Documents. 5.0 COMPANY'S RIGHT TO WORK If Applicant should neglect to prosecute the work properly or fail to perform any obligations imposed by the Contract Documents, Utility, except as indicated below, after giving three days written notice to Applicant, without prejudice to any other remedy it may have, may take over and finish the job, or any part thereof, or may correct any defects, and Applicant shall pay the actual cost to Utility for such work. When the Applicant's work, as outlined in section 11.4, is not performed within the prescribed time period, the Utility, at its option may complete the work at the Applicant's expense. If Utility is unable to collect for this work after 30 days from completion of the work, the actual cost may be deducted from ' Applicant' s refundable monies on deposit with Utility. 6.0 SCOPE OF WORK 6.1 Work by Applicant: Applicant shall furnish labor, construction equipment tools, materials, supervision and all work necessary to meet the obligations imposed under the Contract Documents. ' 6.2 Extent of Work: The location, nature and extent of the work are shown in the Specifications attached hereto. During progress of construction, any additional drawings considered necessary for clarification of work to be performed or required to show changes authorized pursuant to the Contract Documents will be furnished to Applicant. ' 6.3 Scheduling: ' The Utility will notify the Applicant in writing when Utility's gas and electric construction orders have been released and issued. After receiving such notice from the Utility, Applicant shall contact the Utility' s Operating Center District Superintendent to inform him of the construction starting date. Such notice shall be given in writing a minimum of two weeks in advance -4- 106-351400 5-21-79 of the starting date and the starting date shall be confirmed verbally two working days in advance of the starting date. All contacts and notifications regarding the starting date shall be made to: MANAGER TELEPHONE 492.3644 ORANGE COUNTY OPERATION$ DEPT. ' 674 CAMINO DE LOS MARES, SAN CLEMENTE, CA 92672 If services to the buildings are not to be installed as part of the original job, an additional two weeks written notification will be required for each separate installation of five or more services. ' 6.4 Coordination: , All work by Applicant shall be coordinated with Utility in a manner that will permit Utility or its Agents to perform its work without delay and in an efficient manner throughout the period of construction without being required to reschedule its construction forces after starting the field installation. The Inspector will act as the contact point for coordination of work between Utility or its Agents and Applicant during construction. Trenching and backfilling by the Applicant must be coordinated with the installations made by Utility. Work requiring that a construction crew or Inspector be present shall be performed during the normal business hours of the Utility. Applicant under- stands that other facilities such as gas piping and/or equipment may be installed by Utility. The minimum amount of clear trench required to be open before Utility begins its installation shall be an amount specified by the Inspector. When the Utility begins its installation, Applicant shall continue to trench with sufficient equipment to allow the project to be worked to its conclusion in an efficient manner. If Applicant or others intend to install other underground ' utility facilities in the same trench, such use must be approved by Utility and work procedures must be agreed to by Utility and Applicant prior to the start of construction to avoid conflicts between construction forces. Applicant shall be responsible for coordinating installation of other utility facilities for which the joint use of trenches has been approved by Utility. Applicant shall be responsible for locating and protecting all existing facilities prior to com- mencement of construction, and shall exercise diligence throughout the period of construction to do so. In order to eliminate possible damage to underground facilities during construction, gas and electric facilities will not be installed until sewer and water are in and backfilled. Applicant shall report to Inspector any damage to any facilities resulting from the construction and shall file a complete written report with the Utility of the surrounding circumstances within 24 hours of the incident. ' 7.0 SURVEYS AND EASEMENTS 7.1 The Applicant shall be responsible for establishing and maintaining alignment and finish grade for substructures and trenches throughout the construction period. -5- 106-35140C 5-21-79 7.2 The Utility will survey and obtain easements when required for construction on private property. 8.0 PAVEMENT REMOVAL AND REPLACEMENT 8.1 Applicant agrees, that when trenching or excavating in paved streets or side- walks, all cutting and removal of pavement or concrete shall be performed by methods which meet the requirements of all governmental authorities having jurisdiction. 8.2 Applicant agrees that any curtailment or rerouting of traffic necessitated by Applicant's work within street or sidewalk areas shall be coordinated with all governmental authorities having jurisdiction. 8.3 All resurfacing. of streets or sidewalk areas performed by Applicant shall meet the requirements of all governmental authorities having jurisdiction. 9.0 EXCAVATIONS When Applicant's responsibility under the Contract Documents includes excavation, I the following provisions apply: 9.1 Excavations for substructures shall be made to such dimensions and grade lines as are necessary to perform the work shown by Specifications and to a depth that will provide the ground coverage between the top of the conduit entering the substructure and finish grade directed in the appropriate Construction Standards. Applicant shall verify that all substructures are set to finish grade prior to backfilling. The Applicant shall maintain finish grade stakes for all four corners of all substructures until final backfill and compaction has been ' completed and accepted by Inspector. Should any adjustments to substructures be required due to variations in final grade unauthorized by Utility, the Utility shall make such adjustments and all costs of such adjustments shall ' be borne by the Applicant. 9.2 Trenches shall be excavated in accordance with location and alignment shown on the Specifications and to provide the minimum width and depth specified in the Construction Standards. 9.3 Bottoms of excavations and trenches shall be free of loose rocks, dirt clods and pockets and shall be graded so that sags will not occur in any conduit or gas pipe placed therein as specified in the Construction Standards. 9.4 Any excavation made to an incorrect depth shall be adjusted to the correct depth and thoroughly compacted by Applicant in accordance with the compaction requirements of the Contract Documents. . 9.5 Where excavations occur in soil, which is, in the opinion of the Inspector, unstable and unsuitable for adequately supporting the conduit or substructures, reinforcement shall be constructed as required by the Inspector to accommodate the individual case. 106-35140C -6 5-21-79 9.6 Excavated soil shall be placed or removed from the site to avoid hazard to pedestrians or vehicular traffic, and to minimize interference with other facilities to be installed by Utility. Excess excavated soil shall be disposed of by Applicant at Applicant's expense. 9.7 The location of all excavation is subject to change as necessitated by con- flicts, obstacles, or difficult soil conditions revealed by actual examination during construction and Applicant agrees to pay any additional trenching, excavation, backfill, compaction, pavement replacement or other costs required by such changes in location. 10.0 INSTALLATION OF CONDUIT When Applicant's responsibility under the Contract Documents includes installation of conduit, the following provisions apply: 10.1 Conduits shall be installed in the trench in the alignment shown on the Specifications and all materials used shall be those specified in the Construction Standards. 10.2 Conduits shall be either direct buried or concrete encased as specified in the Specifications and/or Construction Standards, and shall be buried at a sufficient depth to provide the ground cover between the top of the conduit tier and finish grade directed in Construction Standards. 10.3 On approval of Inspector, ground cover may be reduced where the specified minimum ground cover cannot be obtained in crossing over storm drains, foreign substructures, or other obstacles, provided the conduits are encased in at least 3 inches of concrete. ' 10.4 Extreme care shall be exercised to ensure that foreign matter does not enter the conduits while being installed, when concreting, or at any other time thereafter. ' 10.5 All conduits shall be proved free and clear of dirt, rocks, or other obstruc- tions by means of a mandrel approved by the Utility. The mandrel shall not be smaller than 1/4 inch less than the inside diameter of the conduit and shall not be less than 6 inches in length. A new 3/16 inch yellow polypropylene pull rope (approximately 760 pound tensile strength) will be installed in each conduit with at least a two foot coil securely tied at each terminating end of the conduit run. 10.6 Where shown on the Specifications, riser conduit shall be Polyvinyl Chloride Schedule 80. Riser conduit shall be installed on the pole quadrant shown on the Specifications and terminated not less than 8 feet above finish grade, unless otherwise instructed by the Inspector. Concrete shall be installed around riser conduits when required in the Construction Standards or Specifications. 10.7 Horizontal bends in the conduit shall be made only with long radius sweeps of 25 feet radius or larger as set forth in the Construction Standards. Smaller radius shall be installed only on approval of the Inspector. -7- 106-35140C ' S-21-79 J 10.8 All concrete, unless otherwise permitted by Inspector, shall be ready-mixed and shall meet the requirements of the Construction Standards. 10.9 The installation of conduit by Applicant must be coordinated with Utility or its Agent to permit the installation of substructures and any conduit which may be installed by Utility. After the substructures have been placed in position, the conduits entering the substructures shall be grouted at ' the point of entry by Applicant. 10.10 When services are not being installed with the distribution system and stubs are required, the conduit stub shall be extended 3 feet beyond the edge of the substructure. 10.11 The installation of conduit sleeves for cable-in-conduit (PID or SIDA) street crossings will be coordinated with and at the approval of the Inspector. Only SDG&E approved materials will be used for conduit sleeves. 11.0 BACKFILL AND COMPACTION When Applicant's responsibility under the Contract Documents includes backfill and compaction, the following provisions apply: 11.1 Backfill shall be made with materials and by methods which will meet the requirements of all applicable codes and ordinances. Compaction tests required by governmental authorities or the Utility shall be performed at Applicant's expense. In the absence of local codes, backfill shall be subject to approval by Inspector with a minimum requirement of 90% compaction. 11.2 Excavated soil free of rocks and dirt clods in its natural state or excavated soil screened with a 1/2 inch wire mesh may be used for backfill and "shading" ' material, providing it is of a quality that will comply with compaction require- ments of governmental authorities. Sand or other backfill material may be used when not in violation of any local codes or ordinances and when acceptable to the Inspector. 11.3 Where joint use of the trench is planned for underground electric and gas piping facilities, the Applicant will, upon completion of the installation of the electric facilities, backfill and compact the trench to a point which provides 12 inches of separation from the electric facilities, and then allow the Utility to install the gas piping facilities before completing remaining backfilling as shown in the Construction Standards. 11.4 Upon completion of the installation of gas piping system by the Utility, the Applicant will install a minimum 6 inch cover of "shading" material to provide, in the opinion of the Inspector, adequate protection of the gas piping system. If piping is installed and energized, shadding will be done the same day. If piping is installed and not energized, shading should be done the same day, if practical, but not later than the following work day. -8- 106-35140C 5-21-79 11.5 When a trench is to be jointly used by gas or other utilities, backfill between the different levels of trench shall be compacted with reasonable care to prevent damage to the installed facility and shall be compacted before proceeding with the next Utility installation. 11.6 On steep banks exceeding 25% slope, breakers made of soil filled sacks shall be placed over the trench, or redwood timber breakers shall be installed ' across the trench, as requested by the Inspector. On banks exceeding 356 slope, water diversion berms shall be cui diagonally across the trench and working strip. When in the opinion of the Inspector, conditions warrant, ' backfill on steep slopes shall be made by using a soil cement mixture as specified in Utility's Gas Construction Standard 18.5. 12.0 SUBSTRUCTURES 12.1 When Applicant's responsibility under the Contract Documents includes all or a portion of the substructures, the following provisions apply: t12.1.1 General: Unless otherwise specified, all substrucutres, and related hardware including, but not limited to, frames, covers, ladders, ground rods, ground grids and cable supports shall be provided and installed by the party responsible for installing the substructures and shall comply with the Construction Standards. All of the substructures and related hardware used are to be approved by the Utility. The above facilities if applicable will be installed at locations specified by the Specifi- cations and in a manner prescribed by the Construction Standards. 12.1.2 Primary Manholes and Vaults: The location of conduit entrances or recesses and sumps shall be as shown in the Construction Standards. ' Manhole or vault entrances shall be installed as shown on the Specifications. Neck extensions shall be ordered with the manhole or vault and shall be adjusted to permit installation of the cover at 1 final grade. The areas surrounding a raised manhole or vault cover shall be crowned downward within a suitable horizontal distance to prevent a hazardous abrupt change in elevation. Ground rods and grids shall be installed in the manner specified in the Construction Standards. Sealing compound shall be used in joints between sections according to the Construction Standards. 12.1.3 Primary Handholes and Subsurface Enclosures: When final grade has been established, Applicant shall adjust the top section of the handhole or enclosure to final grade. Sealing com- pounding shall be used in joints between sections according to the Construction Standards. Conduits entering handholes or enclosures shall be grouted to fill all voids at the point of entry. 106-35140C -9 5-21-79 I Ground rods shall be installed as specified in the Construction Standards. ' 12.1.4 Transformer and Equipment Pads, Secondary Handholes and Pull Boxes: These facilities shall be installed only after final grade is established, and curbing and/or sidewalks have been installed, and after all required conduit terminations have been positioned and secured, according to the Construction Standards, and after trench backfill has been thoroughly compacted and inspected. Sealing 1 compound shall be used in joints between sections. Formed up equipment pads shall be constructed according to the Speci- -fications and are to be inspected by Inspector prior to being poured. Ground rods and ground grids shall be installed in a proper location for grounding within the equipment compartment before installing the substructure. 12.1.5 Completion of Improvements The Applicant must complete the improvements required for the project adjacent to all substructures prior to scheduling of the ' connection crews and energizing by the Utility. If improvements are to be installed in segments, a minimum of 10 feet fronting primary electric facilities and 6 feet fronting secondary facilities is 1 required. Any substructure damaged or requiring grade adjustment, in the opinion of the Inspector, shall be adjusted or replaced by the Applicant prior to the energizing of the system, excepting damage caused by sole negligence of the Utility. ' 12.2 Where any substructures are to be installed by the Utility, the requirements of section 12.1, subsections 12.1.1, 12.1.2, and 12.1.5 shall be applicable. In addition, the following provisions will apply: 1 12.2.1 Primary Handholes and Subsurface Enclosures: During the time of excavation and when finish grade has been established to within 0.05- ft. by the Applicant, the Utility will install the substructures. Sealing compound shall be used in joints between sections. Conduits entering handholes or enclosures shall be grouted to fill all voids at the point of entry. Ground rods shall be installed as specified in the Construction Standards. The top section and lid shall be adjusted to final grade after the improvements required for the project adjacent to these facil- ities are completed by the Applicant. -10- 106-351400 5-21-79 12.2.2 Transformer and Equipment Pads, Secondary Handholes and Pull Boxes: Prior to the installation of these facilities, the Applicant must complete the improvements required for the project adjacent to these facilities. Proper compaction, and finish grade must be established by the Applicant and inspected by the Utility for the transformer and I equipment pads, and the Applicant must complete the required excava- tion for the secondary handholes and pull boxes. Conduit positioning, sealing and grounding shall be specified in the Constrction Standards. 13.0 SAFEGUARDS All materials, work, and work areas shall comply with the William-Steiger Occupational Safety and Health Act, CAL-OSHA Act, and all other applicable Federal, State or local safety laws or rules that are necessary to protect Applicant's and Utility' s employees, the public, and workmen during the time of construction. Applicant shall take all steps to protect property adjacent to the construction project from damage resulting from work specified and performed hereunder. 14.0 CHANGES IN WORK In the event that modification of these General Conditions or the Specifications is required or desired, such modification may be made by mutual agreement in writing ' between Applicant and Utility. Minor changes in construction resulting from adverse field conditions may be approved in writing at the job site by the Inspector where warranted to facilitate construction. 15.0 PARTIAL USE OF UNDERGROUND FACILITIES When requested by Utility or the Applicant, completed portions of the underground facilities may be energized by Utility prior to completion and acceptance of the entire project. The portions of the underground facilities energized by such mutual consent shall be subject to the following conditions: 15.1 Utilization of the energized portion of the underground facilities will in no way delay completion of the entire project by Applicant. 15.2 Utility shall maintain, operate, and control that portion of the system which has been energized. However, energizing of portions of systems shall in no way relieve Applicant of any of its duties under Paragraphs 18.0 and 19.0 of these General Conditions. 15.3 The size of the area to be energized, if less than the entire project, must be approved by the Utility, and must be compatible with the system design to ensure compliance with the Utility's safety practices. 15.4 No gas system will be energized until backfill has been completed. -11- 106-351400 5-21-79 16.0 DRAWINGS AND PRINTS On Job Drawings: 16.1 Applicant shall at all times maintain a set of the Specifications at the job site, and these will at all times be available for inspection by the Inspector who shall have access thereto on request. Applicant shall maintain at the job site any related project plans (e.g. alignment and finish grade of street improvement) approved by any governmental agencies having jurisdiction. ' 16.2 One complete set of the Specifications shall be designated and maintained by Applicant for the purpose of recording in red pencil all "as-built" data. The "as-built" drawings will show actual depths of facilities, lateral distances between facilities and distances from property lines and side lot lines so as to enable all facilities to be accurately located after they are covered. Applicant and Inspector shall agree on measurements and distances shown on "as-built" drawings. Such drawings shall be submitted to the Inspector within one week after final inspection by the Utility. Job will not be signed off until "as-built" drawings are provided to the Utility. 17.0 RELATIONSHIP OF PARTIES In assuming and performing the obligations of these Contract Documents, Applicant 1 is acting as an independent contractor. Applicant shall assume full responsibility for the care, custody, and control of work and facilities to be constructed. All persons employed by Applicant in connection herewith shall be employees of Applicant. Utility's inspections, the presence of the Inspector, or any suggestions or objec- tions made by the Inspector shall not constitute or be construed as an exercise of management or supervision over the work, nor shall they be construed as acceptance of the work, or any part thereof, as it progresses, nor shall it limit or affect 1 the right of Utility to reject any part or all of the work when completed in case the same does not conform to the Contract Documents. 18.0 FINAL ACCEPTANCE Final acceptance by the Utility will be made when Applicant has satisfactorily completed all work and improvements as called for in the Contract Documents. Utility shall notify Applicant in writing of final acceptance of the work. Failure or neglect on the part of Utility to reject inferior work during the construction period shall not be construed to imply acceptance of such work nor to preclude ' its right to reject it. Applicant shall be required to correct all defects which become evident at any time prior to final acceptance of Applicant's work by Utility. The cost of all such repairs, both material and labor, shall be borne by Applicant. Care, custody, and control of the work and facilities shall pass to Utility only upon final acceptance. 19.0 WARRANTY 1 Applicant expressly represents and warrants that all the work performed and all the materials used in meeting Applicant's obligations under the Contract Documents are in conformity with the Contract Documents and are free from defects in work- manship. This warranty shall commence upon receipt by Applicant of Utility's i -12- 106-35140C ' S-21-79 final acceptance and shall expire one year from that date. Applicant agrees to correct to the satisfaction of the Utility and any governmental agencies having jurisdiction and at its expense any breach of this warranty such as may become apparent during the period of the warranty. 20.0 PERMITS AND LICENSES Applicant shall, prior to commencing any work, obtain and pay for all permits and licenses which may be required from any governmental agencies having jurisdiction over the work, including, but not limited to, permits for the use or obstruction of adjacent public streets. In the event any governmental agency imposes condi- tions upon the issuance of a permit or license, which necessitate any changes in the trench or conduit system shown on the Contract Documents provided to Applicant, including, but not limited to, changes in backfill, compaction, grading, or pavement requirements, Applicant agrees not to proceed with any work affected by the condi- tions imposed until Utility has completed the necessary redesign of construction drawings and new Agreements have been signed by Utility and Applicant reflecting any changes in the allocation of costs, deposits, credits, and refunds between Applicant and Utility. The Agreements used shall be the standard Agreements in effect at the time the changes are made. 21.0 INDEMNITY Applicant does hereby agree to indemnify, save and hold Utility, its employees and agents harmless from and against any and all demands, claims, suits, costs of defense, attorneys fees, witness fees, including expert witness fees, liabil- ities, loss, costs, obligations or other expenses for damage or damages to property or for injury or injuries to or death of any person or persons including but not limited to any employee, statutory employee, agent or servant of Utility in any I way arising from or out of activities undertaken by Applicant to meet its obliga- tions under the Contract Documents except liability or damages arising from the sole negligence or willfull act of the Utility, its agents, employees or indepen- dent contractors. I22.0 PUBLIC RELATIONS In performing the work, Applicant, its representatives and employees shall conduct themselves in a manner that will result in complete satisfaction to all nearby property owners or tenants. To assure such satisfaction, Applicant shall: 22.1 As the work progresses, clean up and dispose of all litter and debris around the work area caused by the construction. 22.2 Observe due precaution and care of property owners' or tenants' lawns, trees, fences, shrubs, flowers, and other property and structures so that the same will not be damaged due to work on the job. 1 22.3 Notify all property owners and tenants in advance should work be necessary which will temporarily interfere with their use of walks, driveways, roadways, or entrances. -13- 106-351400 5-21-79 22.4 Promptly report to the Inspector any disagreements or problems with property owners, tenants, or nearby property owners or tenants in connection with the construction or any adverse criticism in connection with the work from the 1 general public or public officials. 23.0 NOTICE OR DEMAND I Any notice or demand which may or must be given by either party to the other here- under unless otherwise specified shall be made in writing and shall be deemed to have been duly given when delivered by personal service, or 24 hours after it is ' deposited for mailing at San Diego, California, by certified United States mail, postage prepaid, addressed as follows, or to such other place as the parties may hereafter in writing direct: TO UTILITY: TO APPLICANT: San Diego Gas 6 Electric Company Address P.O. Box 1831 San Diego, CA 92112 Attention: Attention: IN WITNESS WHEREOF, the parties hereto have caused the General Conditions to be executed for and on behalf of each, by their duly authorized agents, partners, or corporate officers. APPLICANT: SAN DIEGO GAS 6 ELECTRIC COMPANY a corporation By By (Authorized Signature-Utility By ) Date: Date: -14- 106-35140C 5-21-11 U-66 . 1 12 9 4 2 r CEILING 10, 4 O 13 0o T CEILING ASSEMBLY / O 0K1 12 (DO I 7 DUCT - DUCT WALL ASSEMBLY 34 YIN DAMPER OVERLAP DaOTIION 0 MOTION SECTION A-A SHOWN WITH DAMPER IN CLOSED POSITION NOTES A. Assembly to be installed oo interior walls or I. Frame, 2's 2's 1/8' angle Iron. ceiling of transformer vaults. 2. Damper slops, 5/8's 5/8' angle iron , 5. Assembly #hall most the requirements of bulle- 3, Damper, /10 gage minimum sheet metal lin BOA of the national fire protection esso- clelion. q• Bushing, I/2' diameter s I/2", oil impregnated, loose fit between shaft and bushing C. Fusible links shall be mounted to that rupture S. 1/2' diameter steel bar, corrosion resistant of either link will provide positive closing action of the damper. 6. Counterweight (see note F.) D. A 6' x6" handl le shall be located as required 7. Elbow catch for Inspection of the duper and the fusible S. Stop I link in the duct. 9. Fusible metal links, 212' F. (see notes C A D) E. Assembly size as required up to a maelmum duct 10. I/8' diameter stranded cable, corrosion re- diameter or width of 36 Inches. sistant. F- For duct diameter or greatest width up to IB' 11. I/2' diameter steel lube, corrosion meatal ant, use 5 to countorwslght. For duct diamster or smooth finish greatest width from 16 inches to 36 inches inside use 10 Its counterweight. 12. Aluminum guide, 3/8" thick, attached with *hoot metal screws OF All molded construction eaC*pl As noted. It. Two coats of aluminum paint *hall be aoplled 13. 1/2' diameter steel bar, corrosion resistant, _ to all steel parts after completion of fab- Ing ae assembly perpe oPluto. to too No. 5, for csil- nq only. .teat ion. ._ STOCK NUMBER - - REFERENCE, CITY OF SAN DIEGO STANDARDS DRAWING M-1-60T. ' EDITION 00. 1 SAN DIEGO CAS S ELECTRIC CON►ANT UNDERGROUND STANOAROS DATE 3-7-67 COUNTERBALANCED FIRE DAMPER ASSEMBLY 3307 SD6AE PROPERTY SIDE Is,_ TYPICAL FINISHED 2A, GRACE EXCEPT + } rA% 30' DC 30" PIN 6r 1 42' MAX 9. MULTI-DUCT CONDUIT P OR PID WITH S AND SL PLUS GM OR (CONCRETE ENCASED) P OR PID, S AND SL ONLY FIG. I FIG. 2 TYPICAL FINISHED GRADE 30' WIN tt 'z 30' WIN 24' MIN 42' MAX F' Ar MAX y 42' MAX j EXCEPT EXCEPT EXCEPT 9 Q�U� 42' MIN OC 36" YIN OC 1�J 36' MIN OC Ff (42' BIN. OC ` .:: .. . ..:. IN PUBLIC S r� OM OR OS ,; i r. S. ES OR Sl S OR GM OR SL 12' ES T' (GW ONLY) Y 5 S, E$ OR SL WITH GM OR GS S OR GM OR SL ES AND GS ON PRIVATE PROPERTY FIG. 3 FIG. 4 FIG. 5 LEGEND ES ELECTRIC SERVICE S SECONDARY ELECTRIC GM GAS MAIN SL ST. LIGHT BELOW 60OV. GS GAS SERVICE U` 9 OC ORANGE COUNTY RQMTSOq4: CONCRETE P PRIMARY ELECTRIC ' SAND PID PRINARY-IN-DUC1 "<�UJ IN SAN QIFAII NOTES: ALL DIMENSIONS ARE MINIMUM UNLESS OTHERWISE NOTED sOl In Orange County, refer to gas company and other utility companies for gas and other utilities depth and separation between gas and other utilities. When street light, CATV or TELCO are not installed minimum depths may be reduced by 6". OFor gas and/or electric, a 3 inch sand base in trench bottom is required to prevent damage from rocks, sags or pockets. Backfill material must be free of rocks within 6 inches of any pipe or conduit not encased in concrete. ''COMPLETELY REVISED SOGAE ELECTRIC STANDARDS ISSUE 7 3308. 1 UNDERGROUND DISTRIBUTION (UD) TRENCHES DATE 2-16-79 AND UTILITY POSITIONING APPD T'qF 3. Where bUG&E employees must enter trenches or excavation, spoil muni be placed a minimum of 24-Inches from edge of excavation. Shoring or sloping may be required in depths less than 5-feet and is required for depths 5-feet or more (CAL/OSHA). 4. SDG&E inspector or governmental agency having jurisdiction will determine placement and acceptability of spoil material for backfilling. SO Trench for a single gas service or single electri service on private property may be a 6-inch width, except a 12-inch width is required where conduit is installed. 6. ,-Ttench .must stop a distance equal to trench depth from the SDG&E serving I facility (pole, pad or substructure) unless otherwise directed by SUG&E inspector or planner. Gas and electric facilities in contlict with construc- tion will be shown on drawings and SDG&E must be notified prior to trenching. 7. Depth and width of trench varies: 1 ) Where electric multi-ducts/conduits are installed alone (Standard 3311 permits minimum 18" width and varying depth), or 2) Where a number of utilities occupy the same trench, or 3) where more conduits are used than are pictured. 8. Installation of electric ducts with concrete substructures must he co- ordinated with SDG&E. All ducts entering a substructure in a horizontal plane must be grouted at entry point. (See C. 0. 128 paragraph 33.4 for minimum depth for mechanical protection requirements. ) Telephone concrete multiple duct (condex) or transite, water or sewer are not permitted in a trench with gas or electric. Water or sewer in a separate trench must clear gas and electric by a minimum of 12" when parallel and L6" when crossing. 10. Gas is to be placed on property side of trench. Where gas crosses elec- tric, minimum vertical separation is 6". Where gas parallels electric, minimum separation is 12". © The trench, utility positioning and all other related construction must conform to the State of California Public Utility Commission General Orders 128 and 112C, and other appropriate governmental requirements. © Street light circuits, CATV and telephone positions must be verified with each serving agency and installed to their specifications. 13. SDG&E installed street light circuits, when installed alone in trench, shall be 24" below street or 18" below finished grade on private property, except in Orange County. 14. A 3/16"polypropylene pull rope must be installed in each duct between ends and must be securely tied off. All conduits must be mandreled and accepted by-an SDG&E inspector. © Stkeet light (not series) shall maintain a minimum 12 inch paralE_el separation (6T Crossing) from primary electric and gas and be on property edge of trench. 16. Multiple electric primary and/or secondary , service, or street light (D8 and/or PID) shall have minimum 7 1/2" spacing between centers to achieve ampacities (thermal considerations) noted on Page 4011. Multiple PID are permitted with- out separation with reduced ampacities as given on Page 4011. COMPLETELY REVISED ISSUE 7 S O G t E E LEC T R I C STANDARDS ATE 2-16-79 UNDERGROUND DISTRIBUTION (UD) TRENCHES 3308 . 2 Pi F AND UTILITY POSITIONING i MAJOR USE: FOR MARKING END OF PRIMARY AND SECONDARY STUOOUTS FOR EASY FUTURE LOCATION. 7 ro INSTALLATION INSTRUCTIONS I. MARKER IS LOOPED AROUND CONDUIT AS SHOWN 5 BEFORE BACKFILLING. - 2. MARKER IS HELD IN VERTICAL POSITION WHILE CONDUIT TRENCH IS BACKFILLED. 3. MARKERS PROTRUDING FROM GROUND INDICATE 4 LOCATION AND DEPTH OF STUBOUT. 4. CUT EXCESS MARKER Off LEAVING APPROXIMATELY 3 ONE FOOT ABOVE GRADE. THIS ENSURES THAT THE EXPOSED PORTION OF THE MARKER REMAINS UPRIGHT. 2 0 NOTES: A. A MARKER IS REQUIRED ON STUBOUTS WHICH WILL NOT RE EXTENDED DURING THE INTIAL CONSTRUCTION PRASE OF THE SU/GIMISION. (WHEN IN DOUBT OR IF CONDUIT IS NOT SCHEDULED FOR COMPLETION WITHIN TNR EE NO NTN S, INSTALL A STUBOUT MARKER.) B. MARKER SHALL BE FURNISHED BY THE CONTRACTOR THAT INSTALLS THE STUBOUT. MANUFACTURER MODEL NUMBER STOCK NUMBER I _ MANUFACTURER - _ I MODEL NUMBER STOCK NUMBER RADAR ENGINEERS 600 476302 ISSUE 4 SAN DIEGO GAS L ELECTRIC COMPANY UNDERGROUND STANDARDS DATE 5-5-78 UNDERGROUND STUBOUT MARKER 3309 APPD -r' I Fo -- - - i - 10-1 T - lop SECTION _ INSIDE WALL 'X' HANDHOLE 'X' INTERMEDIATE (EXTENSION) 3314 _-_ 18" _SECTION 3315 16" � I � I I- BDIIOM SECTION HOL E X1112) I ALIIHNAII I ll . I ` END VIEW Of 3314 OR 3315 HANDHOLE FIG. I l i i INSTALLATION PROCEDURE: 0 OPEN HANDHOLE AND MAKE SURE THERE IS NO EQUIPMENT AT THE DRILLING LOCATION. 40 DRILL A 1/2" HOLE IN THE END AT ONE OF THE LOCATIONS SHOWN IN FIG. I TO AVOID REBAR. 3. TAKE THE N6 AWG INSULATED COPPER GROUND WIRE FURNISHED BY PIAI AND PUI THROUGH THE HOLE AND INTO THE I HANDHOLE. 4. FILL THE DRILLED HOLE WITH "A 8 B" EPDXY PUTTY (MAS 244732). 5. SKIN THE INSULATION AND CONNECT TO THE GROUND OB NEUTRAL WIRE IN IN[ HANDHOLE WITH A COPPER SQUEEZON. IF NO GROUND WIRE IS AVAILABLE ATTACH TO THE GROUND ROD. i NOTES: A. GROUNDING OF TELCO CONDUCTORS MUST BE AUTHORIZED ON INDIVIDUAL CONSTRUCTION ORDERS FOR BOTH NEW AND EXISTING HANDHOLES. z ANEW PAGE S DGAE ELECTRIC ST A N 0 A A 0 S ISSUE 4 3310 GROUNDING TELCO CONDUCTOR IN HANDHOLE (3314 OR 3315) DATE 5-5-78 APPD -rAP u- s1 . se MAJOR USE: TO RE USED FOR CABLE TRAINING BETWEEN SIMILE PRAISE PABNSUNT TBMSPGR AI. USE ISD' - 2-12KV PAOMUNTED TRANSFORMERS FOR OPEN DELTA BROKE AN 1080 - 3-12KW PAONOUNTED TRANSFORMERS FOR CLOSED DELTA BMRB WEIGHT �EEP NOTCH 75" (2) REWO ' STOCK NUMBER 1 'I' INSERTS-' (4) REO'D 162660 -%' 21 3/1' WEIGHT toe 12 1112 \ � u\ 24" 38 1, 2" 1C .� 21 3, 1- ••• 3/11" DEEP NOTCH (4) REG'D til" INSERTS STOCK NUMBER (A) REO'D Ll 61662 EDITION NO. 3 SAN DIEGO GAS S ELECTRIC COMPANY UNDERGROUND STANDARDS DATE 6-78-7I 14• X 86" X 14" 331 1 3DISSE HANDHOLE 14' X 108" X 14" PARKWAY COVER WEIBMT 77t PEDESTRIAN LOADING 17 5 'B' 30 5 r � � s�'B `'ab. . .✓'+ /� �--_"`-'I" MIN BLOCK LETTERS 1 4" DIA WELDED REBAR CRIO 2 34' STAINLESS STEEL OR BRASS 'L' BOLTS OR $WIND BOLTS WITH 34" OR 56" PER SIDE RECESSED ' STAINLESS STEEL OR BRASS PENTA HEAD NUTS. (2 REQUIRED). NY�TYy 34 3/4* X21 3i4• WEIGHT 1I2R I / \ 16 I 2• 29 S/B' / 30-' 17" , / \ ----6 BA WELDED WIRE FRAME 45ti� ITEM STOCK NUMBER PARKWAY COVER 286800 800Y 162426 NOTES: O OMEN INSTALLATION IS REOUINED IN HEAVY TRAFFIC AREAS USE PAGE 3313 BOX WITH TRAFFIC ZOVER. Qj 'SOOSE' AND 'B' ON '0' TO OE CAST IN Y © ALL UNCOATED METAL EXCEPT REGAN AND STAINLESS STEEL TO BE NOT OIPPFD GALVANIZED OR CADMIUM FLOTED FOR CORROSION PROTECTION. COMPLETELY REVISED SAN DIEGO GAS S ELECTRIC COMPANY UNDERGROUND STANDARDS DATE 5-5-75 3312 HANDHOLE 17" X 30" STSDS�lENOR I/Ir FLOOR FLATS $EE IIITE 'C' •-•. r--112- ( 7E` ►!L SIOE) STAINLL{f STEEL SECS tO A NIAO O/LT{ (A RLYIIO b) /f7 11/ r i M 1/r' sA IF --• GLGOO LITTEAI r RIR . LIFT NAONILI (1)•.••••• _ 1 PARKWAY COVER TOTAL COVER Wl&fT IS00 EACH 6/1/' FLOOR FLATS ...., ut YGTc •C• '� 37 I1/Ir s{ 1/r " I r- � � -"� STAINLESS iTttl O� SECEf8 ►ENT OLA{ IAM (! REW0I1 RE/) OIfN tLLANNT NOLSI ••• •OIOCS LETTERS 1' YIN 1�1t�/L 1 I/Ippp L I/rr.•• .... .. ..•r S S' S S/f- ANGLE •ttRTLill BUS (MT INM) FOS ►YLIOFF TRAFFIC COVER TOTAL OOVEN HEIGHT 2200 EAC" N-20 LOADING �SN�1F 1.... R► IllTt%f NE{NT NII FICAiON . MYGI • Ar ,� SP {r A if I! �� CLEAR IFtNINt O r G{ v ful TNREAGL millionV MUG LAN NwEN rAAr TOP SECTION WIGNT 12000 PPCMLETELT REVISED DATE 6-6.76 SAM lim OAS A ItICTRIC CON►AMI YNO ROtOYAIO ITAN/IA AMOD NANONOL E No X 720 .3314.01 DY1rOTN INTERMEDIATE SECTION �\ WEINT IKON Ar 00' 1r 2r K 7r CLEAR OPENING — '2 TON RIO LIFTERS cA) DcwIMD -� .-2 TDO RISS LIFTERS (A) 2141011[0 r 76' rrKNOCKOUTS— ll 6Q" �ACNXi Ir KNOCKOUTS-- 77 0 SAW -6 2 �. 7t-D r'\ � 2r R o\• r .Y .j:• '. O IDO1 ; •, ' , .r ••.'' ".1' NIM/ NOLI F/1 11111 [ 0[; TOTAL0 AMIN top I BL f/1M19M '•-f THREADED INSEITS pp Fob LILSI ITEM fTOCI III NR{i�PSXOUCT III R1[0[ts6N1[NO PARKWAY COVER i2t RAlffig COVER 12 P A6 N A i 1 fIOTTOM SECTION WEIGHT 20500 A. ALL ONCOAT110 METAL EXCEPT R[IAI AND STAINLESS STEEL TO OE NOT DIPPED 6ALVANI2[S SI tANIN PLATES FOR CSIODSIN PDOTIOTIN. '14111' 'T' 02 'f' AND 'O' 02 '0' 10 Of ARC NLSE6 N EIUIYALENI. TRf PARRMAY AMC TRAFFIC COVERS TO HAVE ONE COAT RU-PONT PRINER NUN/ER 67-600 ANO NE pAT N-MHT NLUS MP 2801 OM 9wAL. 0 AN C60wATIN S' - 0' K 10' - 0' 1 A-- V -fE[P IS 11491290 FOO INSTALLATION OF THIS NAVIGABLE. 9. off 1001110 COAL (621672) BETWEEN 1/1111/ SEE PAGE 2SN. (USE DOUBLE 89AL IF MATER 18 A EMBLEM). F. PAMWAY COYER (216012) 11 018I6099 FBI SRO LMS PON Of (NCH AND NOOLD MT /I INSTALLED TN ARM SUBJECT is MILE TRAFFIC. B. TRAFFIC 011111 TO 99 REMOVED AND REPLACED IV SLIDINI TO I'NE ENDS TO PREVENT COVERS FALLWII IN. N. INSTALL DOLTS WITH A1AANALIX 1. '"'ION NL TS 014910[ Fp10016 ISI"NENIN' "' TRAFFIC COVERS 10 1[001[ NOISE ANO PR1Y9Nt COVERS COMING GFF, I. 143NINSTALLING CONDUIT US[ LIVER SET OF 9N00999TO FIRST. �001PLETELY DEVICE! 9T2IC COMPANY UNI[ 110 110 StANDANIO JDATI 6.6_1$ 3314.02 NANONOLE X" X 72" VF�w ',e N ITN am PARKWAY CO VLN run oANDHOLE MANUFACTURER'S IDEN11FiL .,.IED 'oUItSET' OR 'INDOKS' TOP SECTION W/FRAME (INSIDE TOP SECTION BN END) KIWI I000# --r BIN BLOCK LETTERS • 60` 1/2" 1156- PER SIDE)STAINLESS STEEL PENIA MEAD T MRS (S MEB'q--•- • t I� DOLTS RECESSED ({ REO.0 EACH PIECE) 2 ) S RISLIFTERS--- 1115 SAP OF I MFWSL -I-I- - j FI_I_I_ OC -,-�-' 12' 1/2' RECESSED BOLT DOWN • _j'A p E �~ • •. (.56• PER SIDE) STAINLESS STEEL -I-,-I- PENTA NEAR BOLTS 1 EACH SIDE FOR • • RO -I-I-F • OUT SIDE GRATES AND 2 EACH RIDE I-I-1- f it FOR-INSIDE fO110 COVERS' FLOOR PLATE -IIF F- • 'LIFTING HANDLE BARRIER NAFFLE I-1-1- • r- •6 RATE (2 REG-D) 3/r S 1• TI�1�' � � BITH 1/2' t►ACING 63 3/r • 27 11/16• 6. P' YIN BLOC �! LETTERS 60' I BARS (5 RED D)- -- •D• j TON RISS LITTERS 4 B 0 eco ({) REQUIRED q E PARKWAY COVER FOR EQUIPMENT ENCLOSURE I.V- 1- 1- I V-!-- TOP IIA TOP SECTION Y/FRAME ' Ti-' 7' s WEIGHT 22000 ) -7-1-I-,-,- -1/f FLOOR PLATE I i I MANUFACTURER'S IDENTIFICATION PAINTED -- - TTI TI T' /�` , --•LIFTING HANDLE oUItSET' OPIROO27 11116` (IMSIOE TOP SECTION /N ENO) • 53 S/ 13 3/4' TRAFFIC COVER FOR HANDHOLE r BIN BLOCKY-- MANUFACTURER'S IDENTIFICATION PAINTED'B TOP SECTION W/FRAME LETTERS OUIKSET' OR ROOKS' - WEIGHT I/000 H-20 LOADING 60• _-(INSIDE TOP SECTION ON END) M BEAMS (5 REO'D)------ So- . , P 'To -- 1.12" (.56' PER SIDE)STAINLES.S STEEL PENTA MEAD 1- OR�E JOLTS RECESSED ({ REO'O EACH PIECE) 2 TON RISS LIFTERS., T; ,- I- T I-p ' ,-I !-- ({) REQUIRED -� T Tjr!� ' -I RECESSED BOLT DOWN 1 (.56' PER ' 0 t� � T IT I 12` SIDE) STAINLESS STEELL PENTA MEAD If } a BOLTS 1 EACH SIDE FOR OUTSIDE d 1•-, GRATES AND 2 EACH SIDE FOR INSIDE SOLID COVERS BARRIER BAFFLE - 'iTT I T Ip •� ---1/{' i100R PLATE ---GRATE (2 REG'O) 3/8• K r j!-,_j! 2T I11/16" -LIR TNG HANDLE WITH I/20 SPACING {w r MIN BLOCK-- , 53 3/0• � 1r LETTERS 60' N TEAMS R 10" 2 TON RISS LIFTERS- .ERSS- . 0+' ({) REQUIRED ' Of pE,1 TRAFFIC COVER FOR EQUIPMENT ENCLOSURE f` -ITIT'TIi' - TOP SECTION W/FRAME -II aP�p f _T_7TiT�i- y WEIGHT 2200# N-20 LOADING -I iT�T�T --. MANUFACTURER'S IDENTIFICATION PAINTED -1/r FLOOR PLATE , -�-T-I -,- - -GUIKSET-' OR 'BROOKS' (INSIDE TOP SECTION - -- �7I7I T_' r�' - > LIFTING HANDLE /N EMD) 27`11/16" - TYPICAL 13 3/4' If BRACE ADJUSTMENT IS REQUIRED IROUI BETWEEN � 53 S/J 10► SECTIONONANDAMD EKTENSION \ / 4-5/rat 3/P COIL THREAD 6• ADJUSTING BOLTS- )♦COI�LETELY REVISED DATE 6- -7'S SAN DIEGO GAS B ELECTRIC COMPANY UNDERGROUND STANDARDS APPD u:K HANDHOLE AND SUBSURFACE EQUIPMENT ENCLOSURE 3315.01 iY SIDS E31GR 4' X 6' - 6" SPECIAL EXIT, 1v . WEIGHT 1750# (TO RE ORDERED ONLY BY CREWS FOR GRADING AND/01 ADDITIONAL NEADROON) WQ" • i 0•' I I" -•2 TON RISS LIFTERS J: Wr (A) REWIRED - - EXTENSION WEIGHT 55000 l!' v,a. ~ - ' - --------I TON RISS LIFTERS �'- (A) REQUIRED OAA DUCT TERMINATORS ER �A. TE RN IN ATORS CAST-IN b• �, 1"EACHI END" KNOCKOUT BO• WITH S10PS ENCLOSURE • O WEIGHT 5235# •, 5" ::i� 36•• •, AB• X 7B" r .l CLEAR OPENING • ®O yi --'2 TON RISS LIFTERS O ,(4) REQUIRED -Y OIL THREAD DOLT HOLES (A REQ'D) R•�. CEN iERED P BELOW EACH WINDOW - _ - -- 58" COPPERWELD STUBOUT 6• EXPOSED 1 1: (2) REQUIRED TO BE WELDED AS PART OF • 60•' REGAR GRID. SELO ALL CROSSINGS OF \ FLOOD GRID. BASE � 6•I'' � � \\y/ WEIGHT 13000 • .�. TY RI CAI'. • .___... X P S 1 / BEEPP 6 TURP .•. T ;•i •,-- ------ I" BLIND HOLE GROUND 900 1 EACH END TO BE KNOCKED OUT IF REQUIRED ON ; TTP CA WP RIAGONAL CORNERS (2) TOTAL TON(A) REWISS IRED LIFTERS PPCOWLETELY REVISED SAN DIEGO GAS t ELECTRIC COMPANY UNDERGROUND STANDARDS DATE 5-5-75 3315 .02 HANDHOLE AND SUBSURFACE EQUIPMENT ENCLOSURE APPDU/l 4' X 6- - 6" SY STDS ENGR r� N0115: A IRAFIIC COVERS REOIIINf STIFFENER, REINFORCLO UNISIRUT AND GASKETING B ALL UNCOATED METAL EXCEPT ALBAN. 'I' BARS AND 'H' BEAMS. TO OF HOT DIPPED GALVANIZED OR CADMIUM PLATED FOR CORROSION PROTECTION. C .SOGKE' 'T' OR 'P' ANTI 'B' OR 'D' f0 BE ARC WELDED OR EQUIVALENT, 0 PAINTED PARKWAY AND TRAFFIC COVERS TO HAVE ONE COAI DO PONT PRIMER NUMBER 61 800 AND ONE COAT OU PONT OULUX 1115051 OR EQUAL. F AT 6DEPTH AN EXCAVATION 6' X 9' X 6' 7" DEEP IS REQUIRED FOR INSTALLATION OF THIS SUBSURFACE EQUIPMENT ENCLOSURE. I I USE MASTIC SEAL i6318171 BETWEEN ALL SECTIONS, SEE PAGE 3306, IUSE DOUBLE SEAL IF WATER IS A PROBLEM 6 STAY ION NUMBER TO BE STENCILLED TO FLAT SURFACES Of FRAME FOR FOUL PMENT ENCLOSURE AT IINF Of INSTALLATION PER PAGE 3:17 H PARKWAY COVERS ARE Of SIGNED FOR ISO LBS PER SO INCH AND SHOULD NOT BE INSTALLED IN AREAS SUBJECT TO VEHICLE TRAFFIC I . GLI IfORXIA ON 10 COO Rl11NA1ES 10 BE SIE NCII LEO 10 fI AI SURFACE OF FRAME WHEN INSTALLED I INSTALL BOLTS WITH KEARNAIIX ' K CAUTION BOL IS RE DUI RI PERIODIC RC T I IN IINING ON IRAFF IC COVERS 10 REDUCE NOISE AND PREVENT COVER COMING OFF L. WHEN INSTALLING CONDUITS USE LOWER SEI OF KNOCKOUTS FIRST Y USE 1 0 AND RARE COPPER FOR GROUNDS WITH CLAMP 17:10011,1 N. URGER BLACK PAINTED FLOOR 11.11E FOR COVERS EXCEPT IN AREAS RHERE SUBJECT 10 1011 TRAFFIC 011E1E EPDXY IS TO BE USED DESCRIPTION STO;-43613554 DE SCRIPIION _ _ STOCK NO. UE SCRIPT ION STOCK NO- fib CO VFR FOR PAINTEDRAFFIC COVER FOR PAINTED 'F86§80 EX TNSI M. _ _ _ _ _ 33621 NA HOLE EPDXY DHOLE__ _ PDXY IB69B2 ENCLOSUR - _ _ ____ 331359 ` PARKWAY COVER FOR PA N_ILDRAFFIC COVER FOR PA 869 1 BASE 12573YQUI►N NT ENCLOSURE P XYQUIPMENT ENCLOSURE E►OXY 286986 EXTENSION, 12- SPECIAL 336216 ARWWAY FRAME IF FRAME 3613501 DATE 5-/5-75 SAN DIEGO GAS B ELECTRIC CDM►AMY UNDERGROUND STANDARDS APPD y KAHANDHOLE AND SUBSURFACE. EQUIPMENT ENCLOSURE 3315.03 It I III it f'f_ N 11 1 MAIN IENANCE fOR I X I SI ING IkAff IC COVERS THAI- CREATE A SAFt I HAIARD AND/OR _ARE A SOURCL OF NOISE_COMPLAINTS THE EOT LOWING SKt TCHS II LUSIkAIF A WELD FIX THAT WIII MINIMI 7E DAMAGE TO EHE UNI STRUTS BY PROVIDING IMPACT SUPPORT AND ALSO PROVIDIS FOR CONTINUOUS BOLT If NSION ON PROPERLY TIGHTENED BOLTS SUBJECT TO CYCLIC LOADING AND UNLOADING OF tHAf FIC; THEREBY, RE UUCI NG IME TENDENCY Of THE BOLTS TO VIBRATE LOOSE. r, 16'1 I" J STEEL PIPE � 9 16" I J IL" I • e SIDES y 1 2" 1 NUI WELDED TO BOTTOM OF L — 1 I �., L 1" X 2" X 1 A" X 1 1 1" LONG WITH B" HOLE ' f L 1 1 "2" X I 1 2" X 1 A" A 2" L J" X 5" X 1 1" FRANC �tIKSFI 9 16' 016' h S B" DIA IHRU HOLE A SIDES I - 1 1" 1 NUT WELDED 1 B-6 - --• TO BOTTOM OF L 1 1 2' X 1, 4' F.B L T' X 5' X 1 A' FRAME X A 7 16" B BROOKS 315. 04 SAN DIFGO GAS 1 ELECTRIC COMPANY UNDERGROUND STANDARDS DATE 6-5-75 3HANDHOLE AND SUBSURFACE EQUIPMENT ENCLOSURE APP Z! 41-0" X 61-6" SY STDS ENGN NAJDA USE: 1 U•41 . 2% USED AS CONDUIT SPACfRS IN UIILTI-DUCT INSTALLATIINS. N00D - 0 OOo� aa O O INTERMEDIATE SPACER 1 STOCK 2 8" ' I NTERIIED I ATE SPACER 2 MID, E6352I ' NMI: 1. RUE SNEET S FOR INSTALLATION DETAILS. E. E►ARIE E11ALL ACCIMIATE OPLASTIC CONONITS. MTS 1-E1-73 NAM IIEII IAS A ELECTRIC CINPANT /rIUIIIIMI UTAWAgU ' APP,94 ' CONDUIT SPACERS 3371 .00 m.m.aw. ' U-41 . 25 % INSTALLATION OF MULTI—DUCT CONDUITS ' PROCEDURE 1 � 1. EXCAVATE TRENCH TO DESIRED DEPTN -AND NICITH SEE $308 FOR TRENCHING REQUIREI$ENTL TIERS - DEPTH TRENCN - WIBTN �.•�� 1 NIGH 33' 2 BIBS Ir \` 2 NIGH AO' ,I 3 NIRN 41" 4 HIGH Of 1 ' TNESE DEPTN$ PROVIDE A BINIW9 1 I $OE NOTE •A" INIET 4 COVER OF 24, Flo EO DUCT$. i 1 O c. 2. PARALLEL AND TO ONE SIDE OF THE OPEN TRENCH PLACE 1 INTERMEDIATE SPACERS APPROXIMATELY B' APART, INSERT 4" OR 5" CONDUITS ON SADDLES. I 3. PLACE NEXT SPACERS DIRECTLY OVER FIRST SPACERS AND FIRMLY PRESS DOWN IN LOCKING POSITION. CONTINUE (' �< INSTALLING INTERMEDIATE SPACERS AM CONDUITS UNTIL DESIRED NUMBER OF TIERS 13 COMPLETED. ITEN 4 STOCK NUNIER OUANTITY 4" EB ASS PLASTIC 249"1 AS REQ'D. ' 5" EB ABS PLASTIC 240920 AS REIr D. ' 03 REINFORCING ROD 466200 AS RE ' O. 1 ' O CONDUIT IMTENIAL (AIS 011 NCI SMALL MEET ON91E SPECIFICATION NO. 109.00 (WESTERN UNKI&M IID SPEC. 3.1) IAN 119I9 GAS S ILICTNIC CSN►AN► YNB[RBB9YMB $TANDANIS DATE 1-31-TA 3371 .01 MULTI -DUCT CONDUIT INSTALLATION AP►'o:jhe,.Z_ CONCRETE ENCASED iYS.STB.EN�. U-41 . 25 I 4, COUVi INGS ARE THEN INSTALLED TO JOIN THE NEXT ASSEMBLY, FLI� � l WHEN COMPLETED, ASSEMBLY CAN THEN BE LOWERED INTO THE TRENCH, I ti i �J 1 0 TIE WIRE 5- IN OUIIR HOU S IN SPACERS, A RE TNI ORLING ROD (1,3) IS IO BE DRIVEN IN1O BOTTOM Of TRENCH TO ANCHOR ASSEMBLY IN POSI11ON, CUT RODS TO SUFFICIENT LENGTH (SEE TABLE SHEET 4) TO ALLOW U RODS TO fXifNi; MIN. OF 3" ABOVE 1OP OF SPACER, USE TIE WIRE (M14) 70 SECURE TOP DUCTS FROM fLOATING DURING POURING OF CONCRETE. 1 O 1 r V I > 6. A 1" MIN, CONCRETE ENVELOPE IS TO BE POURED AROUND AND OVEk THE CONDUITS. TRENCH IS THEN BACKFILLED AND INSTALLATION IS COMPLEIED. li u J D • Y y i EDITION NO. 3 SAN DIEOO OAS S ELECTRIC COMPANY UNOEROROUND STANDARDS ' DATE 9-24-71 MULTI -DUCT CONDUIT INSTALLATION 3371 . 02 SDGAE CONCRETE ENCASED 1 U-41 . 25 ' YARDS OF CONCRETE REQUIRED PER 100 FEET Of TRENCH DUCT FORMATION DUCTS 2" SEPARATION V" 5" 2 DUCTS _WIDE - 1 TIER HIGH 4,7 3.5 2 DUCTS WIDE 2 TIERS HIGH 6 1 6.1 2 DUCT WIDE - 3 TIERS HIGH 0.0 7.S 2 DUCTS OIDE - 4 HERS NIGH 11.3 9.4 POUNDS AND LEMSTH OF N3 REINFORCING u' ROD REQUIRED PER 100 FT. OF TRENCH EO DUCT FORMATION POUNDS LENGTH 2" SEPARATION REQUIRED REQUIRED 36 PIECES 2 DUCTS WIDE - 1 TIER HIGH 27.0 76' AT 24' EACH •`' 2 DUCTS WIDE - 2 TIERS HIGH 33.0 GO' AT 30' EACH 2 DUCTS WIDE - 3 TIERS NIGH 40.0 100' AT 36' EACH 2 DUCTS WIDE - 4 TIERS NIGH 47.4 126' AT 42" EACH INGREDIENTS OR 3 12 SACK CONCRETE NIX CONCRETE SAND GRAVEL CEMENT 14AX TpTAL WATER SLUMP FOR (LOS) S12E (LDS) SACKS (LDS) PIN 3AGK OF CEMENT (GALS) IN -t CONDUIT1200 S/B 2200 3 1/2 329 12.0 3 4 ENCASEMENT 1 ( 42 GALS PER TO) F.' NOTES: A. ALL INSTALLATIONS OF TWO OR GORE DUCTS OUST BE CONCRETE ENCASED UNLESS OTHERWISE SPECIFIED. ONE ON TWO DUCT INSTALLATIONS FOR NEW RESIDENTIAL `.. ' AREAS MAY DE SPECIFIED TO HAVE DIRECT BODIED (TYPE 01) CONDUITS 91THOUT CONCRETE ENCASEMENT 9 MUL11-DUCT CONDUITS TO BE TWO DUCT MAXIMUM RIDE AND FOUR DUCTS MAXIMUM �•, NIGH. DUCTS TO BE MAXIMUM OF EIGHT IN ONE RUN. If ONE ARE REOUINED CONSULT THE UNDENOROUNO DISTRIBUTION EM/INEER. © A 3 1. 2 SACK CONCRETE MIX TO 1E USED ABOUND ALL CONDUITS PER NOTE 'A'. MOISTURE CONTENT TO BE AS MINIMAL AS PRACTICAL TO AVOID FLOATING OF CONDUITS. D. CONCRETE SMALL GE TAMPED TO ENSURE PROPER COVERAGE AROUND CONDUITS. e O IN SOME AREAS SOIL CONDITIONS MAY NECESSITATE TME NEED FOR LONGER 400 LENGTHS. BAN GIEGD ORS 6 ELECTRIC COMPANY 9NOER0009NB STANGAWDf EDITION N0. 5 ? 3371 .03 MULTI -DUCT CONDUIT INSTALLATION DATE 5- 10-21 SOGAE CONCRETE ENCASED 1 . • FINISH GRADE ' CONCRETE FILL r PADMOUNTED EQUIPMENT ( 341 1 , 3421 , 3499. 102, 3499. 201 THRU 3499. 209) r r r r r r r rNOTES: A CONSULT UNOENSROUNO CONSTRUCTION SON% ORDER FOR EQUIPMENT LOCATIONS. _ B. NEFER TO APPROPRIATE STANDARD PAGES FOR CONCRETE FILL LOCATIONS WITHIN INDIVIDUAL SECTIONS. (DO NOT ANCHOR IN GROUTED AREAS).- C. WERE RANKS OR EXCESS SLOPES OCCUR NEFER TO 3452 FOR RETAINING ' HALL EOUIPNENT PROTECTION. 0. CONCRETE NIXTURE TO WE 5 1/2 SACK NIX WITH J/D°MAXIMUS AGGREGATE. ISSUE 5 SAN IT 60 GAS G ELECTRIC COY►AMT UNDERGROUND STANDANOS DATE 6-90-70 INSTALLATION OF EQUIPMENT PADS ON SLOPING GRADES 3406 APPD �' ' MAJOR USE: TO PROVIDE EQUIPMENT WITH GROUNDING 3 4 9. /kl 24" EXPOSED TAILGUT I' ' + 9• 5 9" pUN IT PA A AI LEI, / \ 6 INCHES BELOW FINISH GRADE UNTIL UNDER- MEATH ►AO WINDOW � ( OPENING \ I RUN SECOND TAIL AROUND GROUND BOB OUT NOT THOU CLAMP 9" _ 9 4 ' PLAN 24" EX►O SEP D TAILGUT PAD 1 4 SEE NO TEO fi%ION GRADE' ,C 6 - -- _- - ixx- --T 2 3 D ELEVATION ' ITEM DESCRIPTION - QUANTITY STOCK NO. OR _ CONSTR. STD. I PAD 1 REFER TO "AR ORDER 2 WINE, $ARE COPPER, 02, 7 STA. SOFT DRAWN C AS RE4'0. 812816 3 BROUNO NOD, 5/6"X 81-ON, COP►ERWELD .2 603072 4 GROUND NO. CLAMP 2 1 230016 5 CLAY►, SOUEEZON, COPPER 1 257792 ' 'NOTES: - A. FOR PAD NUMBERING SEE 3211. © WHEN INSTALLING 4" PIGS, POSITION PAD 2" ABOVE AND 2" GELOW FINISH GRADE. ' MEN INSTALLIMO 6" PAO3. POSITION PAD 3" ABOVE AND 3" BELOW FINISH GRACE. © WHEN INSTALLING TERMINA1,11113 CHANCE ITEM 2 TO (WINE, BARE COPPER, /1/0. SOFT DRAWN) STOCK NUMBER 612752. OO CROUMO 11003 TO HAVE 6 FOOT MINIMUM SEPARATION. BAN OIE80 CAS C ELECTRIC CONPANV UMBEABNOUND STANOARO3 ISSUE 5 3401 . 1 PAD GROUNDING INSTALLATION DATE 6-30-78 APPD T TYPICAL GROUNDING SCHEME WIRING DIAGRAM . EQUIPMENT GROUND PADS ' ICABLE CONCENTRIC NEUTRALS PTAT ' Z/" EXPOSED TA1l0UT FROM PAD GROUND GRID- TOP OF PAD 1 TELCO SAFETY GROUNDING SOGAE HAS AGREED TO CONNECT A 06 AMG COPPER PIAT GROUND WIRE TO OUR GROUNDING SYSTEM AT OUR PAD-MOUNTED ' EQUIPMENT. PTAT PERSONNEL WILL RUN THIS WIRE, MACH WILL BE INSULATED, TO OUR PAD LOCATION, BEFORE THE PAD IS SET. WHEN COMPLETING THE SDOAE PAD GROUNDING CONNECTIONS, SKIN THE PTIT WIRE AND CONNECT IT WITH OUR GROUND OR NEUTRAL WIRES. NO SEPARATE CONNECTOR IS REQUIRED. DATE 7- -75 SAN DIEGO SAS ► ELECTRIC COMPANY UNDERGROUND STANDARDS APPPID PAD GROUNDING STANDARD 3407 . 02 SY STDS ENGR PROPOSE; TO PREVENT A PERSON FROM PASSING A WIRE OR OTHER CONDUCTING MATERIAL INTO A COMPARTMENT WITH EXPOSED LIVE PARTS FROM THE OUTSIDE WHEN II IS CLOSED. R E RE: LINE PERSONAL SHALL CHECK INSTALLATIONS USING A N14 WIRE (OR EQUIVALENT). CHECK FOR GAPS BETWEEN EQUIPMENI BASE AND TOP OF PAD, INCLUDING EXPOSED "UNISTRUT" ' - ENTRANCES. USE BIGGS "A t B" EPDXY PUTTY AND CAREFULLY FOLLOW INSTRUCTIONS IN PACKAGE. USE EXTREME CAUTION ,WHEN CHECKING ENERGIZED EQUIPMENT AND USE INSULATING BARRIERS AS NECESSARY. SiOCN NUMBER 244732 SAN DIEGO GAS A ELECTRIC COMPANY UNDERGROUND STANOA ADS DATE 4-14-75 ' 3408 PAD44OUNTED EQUIPMENT WIRE ENTRY PREVENTION APPD�,, /,� SYS SSTDS ENGR ' MAmW INKI SUPPORT OAKS TERMINATING ENCLOSURE, LOWAND PROFILE FUSED SWITCHING RMI CABINET AND LOW PROFILE CABLE TERMINATOR PAD 4� WEIGHT 30D N 36" I6 2032" we X" 4C / AM 14 2 1 3 4" O 1 3.'4 t---- 2e 1/2 ---.-� �-. 1 3/4' fl — REINFORCING IRON T TYPE QUANTITY DESCRIPTION STOCK M0. OR 13 3/1 a, _ CONSTR STD. R1 3 3 '8"S ?'-0° 565260 — — 42 2 3 '64K 3!0" 8s82e0 — I I " I I 20 3,'4 t -V STEEL DETAIL FOR POURED IN PLACE R2 ITEM QUART ITY DESCRIPTION STOCK NO. OR PRECAST PAI - - _ ---�R- T STOCK N0. 1 1.93 C0. FT. CONCRETE CLASS 'A' S I/2 SACK MIK --2 5.0 LBS. _REINFORCING 000 (SEE TABLE ABOVE) 005260 514274 3 — I - CMAl111EL, CONCRETE INSERT. Got —_AL -- 426200 5"K 1 S/4"K 1/0", UNI St RUT ON EQUAL 4 I 2 TON'NISS'LIFTER (PRECAST ONLY) NOTES: A. THIS PAD MAY BE PRECAST OR POURED IM PLACE. IF POURED IM PLACE OMIT ITEM t O TIES 3, STOCKED IN 12 INCH LENGTHS, 10 BE CUT IN FIFLO. IF POURED IN:ILACE. C.- FOR EQUIPMENT BARRIER PROTECTION AND CLEARANCE SEE 3401 D. FOR EOUI►MENT PAD /ROUNDING INSTALLATION SEE 3401 f. FOR PAD NUMBERING SEE 3211 F. FOR EQUIPMENT 01 INSTALLATION DETAILS SEE 3521 SERIES. 3512 SERIES, 3522 SERIES DATE 4-16-,77666 SAM DIED* MAS S ELECTRIC COMPANY UMBENJINOUND STAMOANas AP►'D _ .%S, EQUIPMENT PAD 3411 ri STD BOOR W)OR USE: TO SUPPORT 34 FUSE SNITCH CABINETS. 4 it 12--r 120-r 12-13L 42 30' �� I 2 V4 1 \ 6" I 16' 2w r 37" REINFORCING IRON 2 /6• TYPE 9UANTITY DESCRIPTION \ -- - G 2 Ir NOTES: A. THIS ►AD MAY BE POECA37 OR POURED IN PLACE, IF POURED IN PLACE 08I1 ITEM 6. B. ITEM 3, STOCKED IN 12 INCH LENGTHS, TO If CUT 12 2 3/6• LENITNS IN FIELD. C. FOR FUSED SNITCH CABINET INSTALLATION SEE PAGE 3513"02, 0. FOR FUSED SNITCH CABINET PAD NUMBERING SEE PAGE 3211. E. FOR FUSED SNITCH CABINET SAIRIEI ►107ECT10N SEE PAOE 316, . F. FIN FUSED SNITCN CABINET @ROUNDING SEE PAGE 3607. IT(1E QNANTITY OESCRIPTIOM - - STOCK N0. OR PRECAST PAD UNIT CpWTR ITO NANDMOLE STOCK NO. I 1. CU. FT. ON #IH, CLASS A. 51/2 JACK NIK_ _ REINFORCING RODS, ffE TABLE A YE _ J _ - _ i--@O-2@0 _ CNAMIEL CONCRETE IM E-i��-�[ " ----- 426244 313126 _ G 0 T 41-t I AF1 NF1 NIT N@0 R 9 IF RICAfT _ -. -1 - __- F� -v-_ __ .. 7313.01 162661 --_ IAN 0 EO/ OAS ELECTRIC COMPANY UNIENINOUNG STANIARDSJllAYr3T03 ATE 1-17-7G 3112 36 FUSE SWITCH PAD INSTALLATION PP (�/,r EMM MAJOR USE: SUPPORT IOOOKCM a CARL TERMINATING ENCL6GUNE !PAGE :1520) +{�1 ? NI REBAR CENTERED - . � , •: :• II r e i� T. 31" 41, 31" 1 1/Z< / 8 1 2' 31" 1' 4" o 4" . / ---- Y 1 REBAR CENTERED O �i PAD WEIGHT 470M 3 B d NOTES.. A, THIS PAID MAY BE PRECAST OR POURED IN PLACE, IF POURED IN PLACE OMIT ITEM 1. O ITEM 3. STOCKED IN 12 INCH LENGTHS. TO BE CUT IN FIELD, IF POURED IN PLACE. C. FOR EQUIPMENT BARRIER PROTECTIDN AND CLEARANCE SEE PAGE 3161. 0, FON EOUIPMENT PAID GROUNDING INSTALLATION SEE PAGE 3101, E. FOR PAD NUMBERING SEE FARE 3211. F. FOR EQUIPMENT OR INSTALLATION DETAILS SEE PAGE 3520. NEN PAGE ITEM QUANTITY DESCRIPTION STOCX N0. OR PpECAST PAD _ _ _ C-ONSTR STD :IOLA-NC. 1 344 CU FT CONCRETE (1'C �- 3000 PSI) 2 1.1 LBS BI REINFORCIND ROD -� - -__ __- _ 685152 51112C 3 1 CHANNEL. CONCRETE INSERT. TWO 6' X 1 5 8' X 1'8' UNISTRUT OR EQUAL ' 126288 1 1 2 TON 'RISS' LIFTER (PRECAST ONLY) - I93UE 3 S00BE ELECTRIC ST A N 0 A R 0 1 DATE 8-12-77 EQUIPMENT PAD 3413 APPD TAF FOR IDOOKCMIL 12 KV CABLE TERMINATING ENCLOSURE MAJOk USI: SUPPORT I$ TRANSFORMER \ \ 1. � `EP 1� QEN�HP� 1' � v 44 1 .I L" �-- - �- PAD WEIGHT 450k 14' CONDU11 OPENING T ' p. 2 PRIMARY AREA SECONDARY AREA CRD SI REEL IIOtlI NOTES: A. ABOVE PAD MAY BE PRECAST OR POURED IN PLACE, IF POURED IN PLACE OMIT ITEM 1. • B. ITEM 3, STOCKED IN 8 INCH LENGIHS, 10 BE CUT IN 11110 C. FOR TRANSFORMER INSTALLATION SEE 3700 SECTION. 0. FOR GROUNDING INSTALLATION SEE PAGE 3407. 1. E. TOP SURFACE OF PAD SNAIL BE FLAT 50 THAI TRANSFORMER SII$ FLUSH ITEM QUANTITY DESCRIPTION STOCK NO. OR RIENFO CINGRSTEEL ASTM A 615 GRADE 60 2 CONSTR SID TYPE_ NO. REO'D DESCRIPTION I STOCK NO. 1 322 CU FT CONCRETE We > 3000 PSI) __ - _ _RI_ 3 - _ 3 8' X 3' 1' 2 6.O IND ROnIEE IABL-E _ 6B5_2¢0 R2 P 3 r X 3 --- 5'_ 685280 CHANNEL. CONCRETE INSERT YX t�5/8'X 7 '8' PRE-CAST R9 I 3 B' 2 1 8' 3 2 UNISTRUT, CANESTRUT OR EQUAL 426288 PAD 1 I - - TW—TON RISS LIFTER _ 514210 ISSUE 4 SAN DIEGO GAS A ELECTRIC COMPANY UNDERGROUND STANDARDS DATE 5-5-78 110 TRANSFORMER CONCRETE PAD 3421 . 1 APPD 5 - 3", 4 - 4" OR 3 - 5" SECONDARY CONDUITS MAXIMUM 57" 18" r \ / 76" 12" 26^ tt7 WEIGMT 4 /I ,�, 1836# 14� ]PRIMARY SEC U ZI' 1-- CABLE CABIN - PENING OPENING !\RJ 3" J9 O C .L ' FOR OPENING DETAILS SEE PAGE 3125.2 rNOTES: A. LARGEST TRANSFORMER THAT ■Ill FIT ON THIS PAD IS 300 RVA � B. ABOVE PAD WAY BE PRECAST OR POURED IN PLACE. IF POURED IN PLACE OMIT 111,61 1 r C. CONDUIT OPENINGS TO BE FORMED SO THAT RISER STUBS ARE NOT CONCRETE ENCASED. 0. FOR TRANSFORMER PAD GROUNDING INSTALLATION SEE PAGE 3107 E. FOR TRANSFORMER PAD NUMBERING SEE PAGE 3211 . F. FOR TRANSFORMER BARRIER PROTECTION AND CLEARANCE SEE PAGES 3181 8 3183. 1 ITEM QUA9TITY DESCRIPTION STOCK N0. OR REINFORCING STEEL ASTM A 615 GRADE 60 'Z CONSTR STD TYPE NO. REQ'17 DESCRIPTION STOCK NO. 1 13 CU FT CONCRETE (I'[ . 3000 PSI) - R1 1 1 2^X 5' - 10" 1 21.9 LBS REINFORCING STEEL SEE TABLE 685152 R2 2 + 1 2'X 1': 3° 1 685152 3 2 CHANNEPRE-CAST R3 2 1 2•A 2' 9" L CONCRETE INSERT ICK 15-R'X 7 B' UNISTRUI.CANLSTRUT OR EQUAL 126288 PAD 1 _1 _ 2 TON_RISS LIFTER _ - 513998 _ ISSUE 3 SAN DIEGO GAS S ELECTRIC COMPANY UNDERGROUND STANDARDS DATE 8-12-77 7 36 DEADFRONT TRANSFORMER PAD INSTALLATION 3425. 1 APPD TA F 4-5" OR 6-4" SECONDARY CONDUITS MAXIMUM �p'p ppf• ------ --PAD OPENING tt' y4� S 19" 19• ter-- 19 19' - 76" PLAN VIEW i 1 1 i 12' YIN. ' E--•�--11 5 _-------- PAD OPENING----- - 12'MIN 5IS. a - -o ; a - 11>f 1 L 4 3 tD "—TT s'/-5- SECONDARY CONH 6-1- SECONDARY CONDUITS G �,2 RUNS OF 3" OR 1" (EB OR DB) PRIMARY CONDUIT - 2 RUNS OF 3- OR A- (EB OR DB) PRIMARY CONDUIT OR I RUN OF 3" OR 1" PLUS I RUN OF 3-1/C PID OR I RUN OF 3" OR 1" PLUS I RUN OF 3-1/C PID OR 2 RUNS OF 3-1 c PIO OR 2 RUNS OF 3-1,c PID ITES: A. CONDUIT OPENINGS TO OE FORMED SO THAT RISER 111,11 ARE NOT CONCRETE ENCASED. B. WHEN NUMBER OF REQUIRED CONDUITS IS LESS THAN MAXIMUM SHOWN ON SKETCHES. INSTALL CONDUITS IN NUMBERED SEQUENCE AS SHOWN. C. IF NUMBEIL—Of SECONDARY CONDUITS IS GREATER THAN MAXIMUM SHORN USE PAGE 3126. 10. TERMINATE, PRIMARY AND SECONDARY CONDUITS FLUSH WITH TOP OF PAD. © PUT ALL SECONDARY CONDUITS WITHIN THIS OPENING. SPACE CONDUITS -AS EVENLY AS POSSIBLE. •-- 110 3-1 c PID INSTALLATION NAY BE SUBSTITUTED FOR PRIMARY CONDUIT(S). - ® THE 3- OR A- PRIMARY CONDUIT SIZE WILL BE DETERMINED BY PULLING TENSION REQUIREMENTS. SAN DIEGO GAS B ELECTRIC COMPANY UNDERGROUND STANDARDS fAPPD SSUE 7 13425 .2 3$ DEADFRONT TRANSFORMER PAD INSTALLATION ATE 2-I6-79 4-5" OR 6-4" SECONDARY CONDUITS MAXIMUM F MAJOR USE: TO BE USED AROUND IERMINATOR� •nLIIL DIRT BANKS MAY CAUSE PHYSICAL DAMAGE 10 UNITS ..CONCRETED AREA ADP PLAN - FIRST COURSE t i 2 OR O ti' on LOM PROFILE CABLE IERMINAIOR Y REIA1NING MALL 18" OR LESS / \I/ (SEE NOTES G A H) OII N16N BLOCKS R2 ,• / /� \ RI LL US TRAT LD (DO ORO• , . Ilk \ \ Vl • 96` D I 0 �0 J•\� / •� CONCRETED AREA CABLEATOM RETAINING MALIALL 18- OR LESS � � I (SFE NOTES G A N� Pl N-f IBSI CO ASE SAN D1EG9 GAS L ELECTRIC COMPANY UNDERGROUND STANDARDS DATE 7-21-75 RETAINING WALL TERMINATOR PROTECTION 3451 . 01 SYS STDS ENGR l ITEM DESCRIPTION -QUANTITY _ _ STOCK NO. OR LOW PROFILE CABLE TERMINATOR STD. PAGE CABLE TERMINATOR 3522.00- -- 352L00 I CONCRETE BLOCK, BXSXIB 10 35 111858 CONCRETE BLOCK BX8X8 _ 2 _ 5 - 2 CONCRETE BLOCK, VIEBROOM. BX/XIh— _17 _- — — Be 141112 -CONCRETE BLOCK, V1EJO BROWN. BXISB _fi 12 111120 3 CONCRE It BLOCKi618X16 _ _ _ _ _ Is _` 35 TT 111808 CONCRETE BLOCK GXBXO 2 _ _ _ 5 111821 1 REINFORCING ROD KI ISLE TABLE 1 ) _,-- 3/F -_, 52, 685152 RE 5 CONCRETE, CLASS A, 5 1, 2 SACK MIX AS OLU. AS RE 0'0. I AHI RI_I NI OW,ING SIFFL TYPE N0. RE Q, I, DLSCH!r'IION TOTAL STOCK N0. W; 1GH1 ' R? 1 1 _ " X ,'_2u _ 10. 36 R3 2 I ?" A 17 A�0 " Y2.21 R1 —_ 2 _ 1 . " X 1 -6" _ 2.00 885152 6.65 R6 j 2 _i_i I° A 12.02 tNOT E.S. A A 34 l' YINIYIIY CLEARANCE IS RE UUIHLO U[ IWLkN INk FACE Of BLOCK AND EDGE OF TERMINATOR PAO. THIS AREA 10 BE C.ONCRE IED IN, AUICWING A GENTLE SLOP TO SIDEWALK ! 1 B A 18 MAXIMUM ALLOWABLE HEIGHT BETWEEN THE TOP OF TERMINATOR PAD AND THE TOP OF THE WALL. C THE BLOCK CELLS TO BE CONCRETE ON GRUUI FILLED . I CEMENT TO 3 SAND). 0 TOP BLOCKS TO HAVE FINISHED I " HIGH ROUNDED CONCRETE CAP. F. FOUNDATIONS 10 BE iNSIALLED AS REQUIRED. F . REINFORCING TO BE ASTM A615, GRADE 40, ALL LAP SPLICES 10 BE 21" MINIMUM. ^j G. FOUNDAIIONS ARE REQUIRED FOR WALLS ABOVE IB' HIGH, SEE APPLICABLE MUNICIPAL SIANOARO. >H. REFER TO PAGE 3163 FOR CLEARANCES TO RETAINING WALLS ABOVE Ir NIGH. v SAN DIEGO CAS i EL EC iRIC COMPANY UNDERGROUND STANDARDS '-- ------ -- DATE 7-21-75 3451 . 02 RETAINING WALL TERMINATOR PROTECTION AP; ��'f{ S ST DS ERGR .••CONCRETE AREA MAJOR USE: TO BE USED AROUND TRANSFOAWERS *MERE DIRT BANKS MAY CAUSE PHYSICAL DAMAGE TO UNITS. ►AO i Co OR (D... / �'. Y ' /�� •� PLAN- FIRST COURSE FOR BALLS 11 OR LESS O5 FLUSH WITH ®• �` ,I SIDEWALK A, I ems . S PADMOUNT TRANSFORMERS :•CONCRETE AREA B" N1B11 /LOCKS RETAINING MALL IB' OR LESS ILLUSTRATED ](SEE NOTES I A J) ORATE ) 00 OR O3 ., !q I �`, ' PLAN FIRST COURSE •*`. `S / / � �\ y rO FLUSH WITH SIDEWALK lb � e iSUBSURFACE TRANSFORMERS SAN BIEBO RAS B ELECTRIC COMPANY UNDERGROUND STANDARDS DATE 7-21-75 APPo'.4v/4'/ .RETAINING MALL TRANSFORMER PROTECTION, 3452.01 sr sTos ENBR 11, 100 KYA OR LESS CONCRETE AREA TOANSFOROEN PAP 31-� - 21_0 L-4— fl-Iu PADMOUNT PLAN - FIRST COURSE FM WALL OVER 11- NUGN ITEM IESORIPTION QUANTITY IS- 0011. PPpADMDUNTT STOCK NO. OR ►AOIEIINIT SUBSURFACE OYEI IM STD. PAGE IWI 1 CONCRETE SIOCt, IXI11/ 71 20 fAUlS CONCRETE BLOCA. Bills 2 5 VARIES 2 ON E Y j I1 11 51 51 AS TO 141112 CONCRETE BLOCK, VI[In now 81410 t 12 141720 fCONCRETEL A 6XI11O 2D 26 DESIRED 141101 1CONCRETE $ ere 2 5 NEISRT 141124 1NCINJ ROD$, 04 (SEE TABLE 1) 37' 36 BED'D. 1/5157 0 CONCIET LASS A S 1/2 SACK NIR AS NEO'D AS 110" TABLE 300 REINFORCING STEEL TYPE NO. REQ10. DESCRIPTION TOTAL STOCK WEIGHT 00. NI 2 1/21, X 0-601 2.00 /2 1 1/2* X 21-201 10.31 /3 2 1/2y X BI-201 12.21 615152 14 2 1/201 X 11-64 2.00 RS 6 1/2" X 21-20 /./O 4I 3 1/2" X 101-0� 13.10 NOTES: A. IRIS INSTALLATION It LIMITED TO A 14, Ie0 KVA NARINwI IRANSFBANEI. S. A or MININ}W CLEANIMCE It REOAIIREt 211WEEM THE FACE Of OLOCR MB EPOS Of TOANS112♦EN FAO. AREA It BE CONCRETE@ IM ALL411016 A BARTLE SCOPE TB 611E/ALK. C. 101 BLOCK CELLS TO IS CONCRETE // *BOUT ►ILLES. (I PART CEMENT T@ 3 PARTS SAID) D. TO► K/CAS. T@ NAVE FI011ON[1 H Nits MUM/Et CONCRETE CAP. E. IN It *ALL CAN If INSTALLED ABO*NO tti1TIMO DO PNOPOSED FACILITIES 111H *0 ASSITIONA► EASENENiS atailu@ F. RESER T/-►ADE 342 FOR 11 TRAMSFSMR PAR LOCATIONS. I. /MERE INANIFIANERS INSTALLED ARE SIDE 11101616 AND *EOUINED ADDITIONAL CLEARANCES FOR 1014 1FENINBS, INSTALL *AG PSI ABOVE #AOMOUNT PLM. -� . IEINFORCINI 16 It ASTM ASIS, MADE AD. bip 1. FOYMDATIIMS ARE 118101111 FBI WALLS ABOVE It *ION, ALL LAP SPLICES T@ K 20• NINISM,' BEE A►PIICAKE mit1PA► StAMABO. 1. 14FEI It ►ADE 343 FIN CLEARANCE$ TO IEIAINIM 66LLS ABOVE IP NqN. RAN stilt BOB l ELECTRIC CIMPAM/ BIIDEIDIMOII@ t1A011A1199 3452.0? DATE 7-EI-76 RETAINING MALL TRANSFONMER PROtECTION, ' A►►o lvi4' 1 14, 100 KYA OR LESS sr STOS ENOR D-6 I_2 • MINIMUM ANLA RI,;, NEU ' LOT LINE * FOR R'W IS (5 A1' Y 1 A• .- RAD AND FOREIGN F r 1 UTILITY LOCATIONS I f MAY Of WIVENSFO I i _ — 31 ail, I IRANSFORYFR PAD I I' GArr 3' ✓OR I \ \ \ � 3'-b' / TELCO I / � ISI - I- MIM. I - _ 3'W• _ _-- � 12 ' SIDEWALK --- S LOCATION WNLH_NC REIAINI46 MALE OR WAIT IB' OR LESS ISRE UIRIU I MINIMUM AREA RE(1UIREO FOR LOT LINE-- - - - _ - , - FOR R, V IS-(P'-P" K P'-0'l) RAO AND FOREIGN I UT ILJTY LOCATIONS MAY OE REVENSED II IRANSF URYEw PAD � I / CATV 3, 1 AOR TELCO i / y I 4�-0• MIN. I 3�'F� SIDEWALK --— - — — 81-01 +—I _ LOCAIIOM WHEN Rt IAININ6 WALL IW' HIUH NOTES: OR TALLER IS REQUIRED — A. KNEW RETAINING WALL IS REQUIRED. EXCAVATE A MINIMUM OF AU" IN INE TIFAR OF CONCRETE PAD EDGES. O. FOR RETAINING WALL OE UILS RLFER TO 3452 t DATE 3-77-73 SAN DIEGO GAS S ELECTRIC COMPANY UNDERGROUND STANUANJS APIP 10A 10 TRANSFORMER PAD LOCATIONS L L3482 SYS.STD.ENOR. 3EOIINO CATV OOR TELCO LOCATIONS f' 4A 1 I I .aX PAD b — B I � r NOTES: ti sraELT OR aluerALK s1oE OA CLEARANCES SHALL BE MEASURED FROM ATI AROVI bw1UND 001f CTS DIMENSION 'A' SNAIL BE BACK Of SIDEWALK AMC OR 5' IMINIMUM FROM EDGE Of PAVEMENT If NO ABUVf LNUUNIJ UHIELI EXISTS 10 PROTECT EQUIPMENT B. CLEARANCES FROM RETAINING WALLS OF 18" OR IESS IN HEIGHT-REFER TO PAGE J451 OR 3452. _ C. CLEARANCES FROM ALL OTHER RETAINING RAILS USE TABLE BELUM, O. B' CLEARANCE DIMENSIONS ARE FOR EQUIPMENT ACCESS (DOOR, ENO(S). FOR TRANSFORMER INSTALLATIONS NEXT TO BUILDINGS THE b, B c DIMENSIONS SHALL NOT BE LESS THAN 3' FROM BUILDING SURFACES. THESE CLEARANCES MAY BE REDUCED TO 2' II BUILDING SURFACES ARE NONCOMBUSTIBLE (AS DEFINED IN UNIFORM FIRE CODE SECTION 1.416). IF ROOF OVERHANG IS LESS THAN 20' ABOVE TOP Of TRANSFORMER THEN MINIMUM HORIZONTAL CLEARANCE FROM ENO OF OVERHANG TO METAL SHALL NOT BE LESS THAN 3' (2' IF NONCOMBUSTIBLE OR IF THERE IS NO NOISE PROBLEM BEING CREATED. IF IN DOUBT CONTACT DESIGN STANDARDS). F 00 NOT ALLOW FACILITIES TO ENCROACH INTO SIDEWALKS OR BIKE TRAILS WITHOUT APPROVAL FROM DESIGN STANDARDS. PAD USAGE STAMDAMD PAD DIMENSIONS A4INIXTO 'A' CLEARANCE DIMENSIONS PAGEi T - IA BI Ilat ,e, I _T e' EQUIPMENT IAD: CABLE TERMINATING ENCLOSURE LOW PROFILE FUSED SECTIONALIZING CABINET 3411 Atl' i 32" 8' tl7' �W-PROFILE CABLE TERMINATOR 31 FUSE SWITCH PAD 3412 49" AI B' B' 2' 2' EQUIPMENT PAD. CABLE TERMINATING 3413 46r ENCLOSURE ( 1000 KCMIL)Ir 7 7 11 iR ANSFO RYER PAD CONCRETE TO 167 OVA 7421 1 44" AL" 2' 21 r B' > 11 TRANSFORMER PAD, 3421 1 44 45' 21 21 21 81 PLASTIC flD 167 OVA - 31 TRANSFQRMER PAD (300 AVA MAX) 3425 nr I 5P, I 2' 2' 2' i N 4 5' OR b-J" SECONDARY CONDUITS 31 TRANSF OWNER PAD 11000 KVA VAX) 3426 ;L I 73" 2 p' I 2 B 5-5. OR 9-4" SECONDARY CONDUITSIr - S$ LIVEFROKI iRANSFORNER PAD " 1500-25009YA 3421 !c` 71r" j 2 2' 2' B 1-5 11101LAO1 CONDUITS OR MORE I I _ _ --1 --1---L------- L 1 ISSUE 3 SAN DIEGO OAS S ELECTRIC COMPANY UNDERGROUND STANDARDS ' DATE 8-I2-77 MINIMUM OPERATING AND NOISE CLEARANCE REQUIREMENTS 3483 . 1 APPD -rpF FOR PAD MOUNTED EQUIPMENT _,_ SECTION 41 - ELECTRICAL SUBSTRUCTURES - TRANSMISSION A. General The Contractor shall furnish all transportation, materials, equip- ment, labor and supplies to complete the excavation, backfill, temporary resurfacing and other earthwork incidental to"the con- struction of the electrical transmission 69Kv trench and bore of Ortega Highway in a workmanlike manner as contemplated on the San Diego Gas and Electric Company plans. The contractor shall coordinate his work with San Diego Gas and Electric Company crews which will be placing 69Kv cable in the excavated trench. B. Measurement and Payment The measurement and payment for all work done under this con- tract shall be as described below. It shall be understood that any unit of work not specifically covered by a pay item shall be at the expense of the Contractor, and no direct payment for the cost of such work will be made by the City. The cost of such work shall be included in the prices paid for the various items of work. Measurement for payment for 69Kv main trench will be made in the field along the actual trench. Payment for main trench 69Kv will be made at the contract unit price per linear foot complete in place including excavation, com- pacted backfill, bracing forms, safety measures, protection of utilities and incidentals necessary to complete the work in accor- dance with the drawings and specifications. The Contractor's attention is directed to Section 24 (Phasing of Construction) of these Detail Specifications. Payment for construction of bore across Ortega Highway will be made at the contract lump sum price complete in place. S-36 LI. TO LIMIT INHERENT NOISE EMISSION TO AN ACCEPTABLE LEVEL, PADMWmT TRANSFORMERS SHALL HAVE MINIMUM CLEARANCES FROM BUILDING WALLS AND WINDOW OPENINGS AS FOLLOWS: jMINIMUM TRANSFORMERS NEAR: CLEARANCE FEET a. HOSPITAL, REST HOME OR CONVALESCENT CENTER WINDOWS—! - _ _ - 30 b. RESIDENTIAL WINDOWS 20 c. RESIDENTIAL OR MEDICAL FACILITY BUILDING WALLS 10 d. COMMERCIAL OR INDUSTRIAL BUILDINGS _ _ _ _ - _ 3 AD4) VAA) MAY BE REDUCED TO 2 FEET IF BUILDING SURFACE IS NONCOMBUSIIBLE l� PLUS ROOF OVERHAND IF ROOF IS LESS THAN 20' HIGH. 2. IF THE CLEARANCES SPECIFIED ABOVE CANNOT BE OBTAINED, PLANS SHOWING THE WINDOW OPENING AND BUILDING WALL ELEVATIONS AND THE TYPE OF OCCUPANCY INVOLVED SHALL BE SUBMITTED TO THE NEAREST CUSTOMER EXTENSION PLANNING OFFICE FOR STUDY AND DECISION BY DESIGN STANDARDS.< 3. THE FOLLOWING GENERAL CONSIDERATIONS FOR NOISE CONFROL SHALL BE OBSERVED IN DESIGN OF LOCATIONS FOR PADMOUNT TRANSFORMERS: a. LOCATE TRANSFORMER IN OPEN AREA AWAY FROM REFLECTING WALLS AND ROOFS. b. WHEN TRANSFORMER IS LOCATED WITHIN A PAVED AREA, LEAVE SIX INCHES OF EARTH, OR INSTALL AN EXPANSION JOINT BETWEEN TRANSFORMER PAD AND PAVEMENT. c. WHEN TRANSFORMER IS LOCATED OVER AN UNDERGROUND PARKING AREA OF A BUILDING, II MUST BE PLACED BETWEEN BEARING WALLS RATHER THAN OVER A BEARING WALL. IAL4. CONSIDERABLE CARE SHOULD BE TAKEN IN LOCATING TRANSFORMERS IN TRAILER PARKS WHERE THE COACH CAN BE BACKED INTO THE SPACE PERMITTING THE TRANSFORMERS TO BE CLOSE TO THE BEDROOM WINDOWS. CARE ALSO SHOULD BE TAKEN WHEN INSTALLING THREE PARSE TRANSFORMERS IN CONDOMINIUMS, TOWNHOUSES, AND APARTMENT COMPLEXES. BAN DIEGO BAS a ELECTRIC COMPANY UNDERGROUND STA NDAADS ISSUE 3 3483. 2 MINIMUM OPERATING AND NOISE CLEARANCE REQUIREMENTS DATE B_I2-77 FOR PAD MOUNTED EQUIPMENT 11APPO ipF n► ,.� r r is Now m w omm oom m m m UNDERGROUND TRANSMISSION SPECIFICATIONS I. LOCATION OF ALL UNDERGROUND FACILITIES ARE TAKEN FROM 10. BACK FILLING OF THE TRENCH EXCAVATION FOR ELECTRICAL AVAILABLE MAPS AND RECORDS ACTUAL FIELD LOCATIONS MUST BE CABLE OR CONDUIT SHOULD BE IN ACCORDANCE WITH THE VERIFIED PRIOR TO TRENCHING. FOLLOWING SPECIFICATIONS: 2. DISTRICT CONFLICT COORDINATOR WILL BE RESPONSIBLE FOR LOCATING A. BACK FILL MATERIAL SHALL CONSIST OF NATIVE SOUND ALL FOREIGN UTILITY LOCATIONS PRIOR TO TRENCHING START DATE. EARTH MATERIAL FREE FROM BROKEN CONCRETE, ASPHALT, 3 CONSTRUCTION CREWS WILL COMPLY WITH ALL STATE AND LOCAL TIMBER. ROOTS, AND OTHER DEBRIS. TRAFFIC CONTROL REGULATIONS. 0 THE BACKFILL MATERIAL SHALL BE UNIFORMLY MOISTENED 4 ANY DEVIATION FROM ENGINEERING DRAWINGS MUST BE INDICATED TO OPTIMUM MOISTURE CONTENT AND PLACED IN HORIZONTAL LIFTS NOT EXCEEDING 8" COMPACTED THICK- ON AS-BUILT DRAWING. NESS. 5 UNDERGROUND TRENCHING REQUIREMENTS REF. TA-1432. C. BACKFILL SHALL BE COMPACTED TO A MINIMUM OF 95 6 WHEN CROSSING FOREIGN FACILITIES: MINIMUM DENSITY AS DETERMINED BY ASTM D-698. A. MIN. DEPTH FOR A DIRECT BURIED TRANSMISSION LINE IS D. BACKFILL UNDER EQUIPMENT OF STRUCTURAL FOUNDATIONS 36" PER G.O. 128 PARA. 33. 4. C4. SHALL BE AGGREGATE BASE COURSE (ABC) MATERIAL IN B. MIN. SEPARATION IS 12' WHEN PARALLELING AND 6" WHEN ACCORDANCE WITH A 6 B ABOVE. CROSSING PER G.O. 128 PARA. 33.4 A3. E. WATER SETTLEMENT BY FLOODING OR JETTING SHALL 7. TRANSMISSION ENGINEERING HAS NOT MADE POSITIVE IDENTIFICA- NOT BE PERMITTED. 1 TION OF CABLE POSITIONS AND PHASING. CONSTRUCTION CREWS MUST COORDINATE AND TEST FOR CABLE POSITION, IDENTITY. AND PHASING BEFORE MAKING CONNECTIONS. 8. INDICATE SPLICE AND GROUNDING LOCATION ON AS-BUILT DRAW- ING. J9. CONSTRUCTION AND CONTRACT CREWS SHALL COMPLY WITH ALL 1 PROVISIONS PER UNDERGROUND STANDARDS PAGE 3306.1 AND 3308.2 DSAN c!_Go GAS a ELECTRIC COMPANY UNDERGROUND TRANSMISSION ' D TRANSMISSION ENGINEERING B 8000 5663910 ADDED SPEC LINE 9 SAG CSG }! Sai. , .� Li.i•� r.%. SPECIFICATIONS z A _ 2010 5_583970 OR15 NAL S.A.G',SA.G. —4, o 1 - z,waaS9NEEFERENCE OFTA-1172 TB-1449ETI1B :',E71 DUST AIE I 1 Rt N CH 48" MIN. 12'--}-36" MIN. TRENCHER ACCES 12" 31 r 6"�{ OBSTRUCTION HIGH VOLTAGE IDENTIFICATION TAPE 48" NATURAL BACKFILL NO STONES LARGER 81, 8" +{ THAN 1-1/411- <E Z w DIRECT BURIED CABLE `' g„ Z /,dia/i vat/` „i .' 1::•i, W Fes- 2481- NOTES: 1) TRANSMISSION ENGINEERING HAS NOT MADE POSITIVE IDENTIFICATION OF CABLE POSITIONS AND PHASING. CONSTRUCTION CREWS MUST COORDINATE AND TEST FOR CABLE POSITION, IDENTITY, AND PHASING BEFORE MAKING CONNECTIONS. i2.)LACATION OF EXISTING UTILITIES MUST BE VERIFIED PRIOR TO TRENCHING. 3.) WHEN CROSSING FOREIGN FACILITIES: A. MIN. DEPTH FORA DIRECT BURIED TRANSMISSION LINE IS 36' PER G.O. 128 PARA. 33.4. , C 4. B. MIN. SEPARATION IS 12" WHEN PARALLELING AND 6' WHEN CROSSING PER G. O. 128 PARA. 33. 41 A3. ELB 2010 5583970 ADD: SINGLE CIRCUIT DIRECT BURY RAS �1G 4WSMEMOATE A 2010 5583970 ORIGINAL RAS 09BLOWT CONST ORDER CHANGE DRAWN PECK A AN ISA Ell E TRIC COMPANY GENERAL ARRANGEMENT TRANSMISSION ENGINEERING UNDERGROUND TRENCH DETAIL SINGLE CIRCUIT DIRECT BURY REFERENCE TA-1168 TA- 1432 B SHEET I Of l -- RAILROAD OR MAJOR OBSTRUCTION — 1111171111111Z111,711 I z11777771111111 54" 54" MIN. MIN. 20" MIN. CASING CONDUIT SPACER MIN N. � ix\1� CABLE 8 CONDUIT NOTES: 1.) TRANSMISSION ENGINEERING HAS NOT MADE POSITIVE IDENTIFICATION OF CABLE POSITIONS AND PHASING. CONSTRUCTION CREWS MUST COORDINATE AND TEST FOR CABLE POSITION, IDENTITY, AND PHASING BEFORE MAKING CONNECTIONS. 2)LOCATION OF EXISTING UTILITIES MUST BE VERIFIED PRIOR TO TRENCHING. 3) WHEN CROSSING FOREIGN UTILITIES: A. MIN. DEPTH FOR A DIRECT BURIED TRANSMISSION LINE IS 36" PER G. 0. 128 PARA. 33.4. C 4. B. MIN. SEPARATION IS 12" WHEN PARALLELING AND 6" WHEN CROSSING PER G. O. 128 PARA. 33. 4, A 3. A 1 18021015663530 ORIGINAL RAS SAG .t. a /. am BUDGET CONST ORDER CHANGE DRAWN CHECKED APPROVE APPROVE DATE SAN o SAS S ELECTRIC COMAANY GENERAL ARRANGEMENT TRANSMISSION ENGINEERING UNDERGROUND BORING DETAIL ie DOUBLE CIRCUIT IN CASING e, REFERENCE TA-1168 TA- 1792 SHEET OF l ' SECTION 42 - TELEPHONE SUBSTRUCTURES A. General The Contractor shall furnish all transportation, materials, equip- ment, labor and supplies to complete the excavation, backfill, temporary resurfacing and other earthwork incidental to the con- struction of the underground telephone substructures and ap- purtenant structures and to construct and install the necessary conduit, structures, vaults, retaining walls, risers and pads to- gether with all work necessary or incidentals to completing in a workmanlike manner the improvements as contemplated by the Pacific Telephone Company plans and these specifications. All work is to be accomplished in accordance with the Pacific Tele- phone Company Plans, specifications and details. B. Measurement and Payment The measurement and payment for all work done under this con- tract shall be as described below. It shall be understood that any unit of work not specifically covered by a pay item shall be at the expense of the Contractor, and no direct payment for the cost of such work will be made by the City. The cost of such work shall be included in the prices paid for the vari- ous items of work. Measurement for payment for vaults shall be per each unit com- plete in place. Payment will be made at the contract unit price per unit com- plete in place, which price shall include all materials, metal work, racking, grates, covers, units, excavation, backfilling, adjustment to final grade, transportation, furnishing and use of all equipment, tools, shoring, labor and incidentals to com- plete the work in accordance with the drawings and specifica- tions. Measurement for payment for telephone conduit with pull rope will be at the contract unit price per linear foot complete in place as measured in the field from edge of structure to edge of structure in accordance with the plans and specifications. Payment will be made at the contract unit price per linear foot which price shall include all materials, spaces, encasement as shown on the standard plans and conduit markers, including all labor, materials, and equipment necessary to complete the work in accordance with the drawings and specifications. Payment for joint main trench and main trench (telephone only) will be made at the contract unit price per linear foot complete in place including excavation, compacted backfill, bracing forms, safety measures, protection of utilities and incidentals necessary to complete the work in accordance with the drawings and speci- fications. S-37 The Contractor's attention is directed to Section 24 (Phasing of Construction) of these Detail Specifications concerning cable television placement within the joint main trench. Payment for construction of bore across Ortega Highway will be made at the contract lump sum price complete in place. ' S-38 f 55 "CONCRETE"CABINET SPLICE BASE IUP 120LAC WEIGHT E \\ .p1PN0 WEIGHT GHT=410 LBS. 511 Lit ry EP -j?1 11 112 ' V . SPLICE CLOSURES UTILITY PRODUCTS If UPC 1248 OR 12525 ASSPFCIFIED.OR EQUIVALENT 'I - DIMENSIONS -- --^-- ��D ,�. O B". f.. O.. � E.. �E Up l)O6 4a 14 33 Iia 14 23 1014 UP 125251 1 UP 12)8 60 1.8 45 14 23 10 1 5 DEVELOPER CONTRACTOR NOTES I. THE DEVELOPER WILL CONSTRUCT TO PACIFIC TELEPHONE'S SPECIFICATIONS 2 THE DEVELOPER SHALL BE RESPONSIBLE FOR LOSS OF MATERIAL, UNREASONABLE DAMAGE,BREAKAGE AND ANY LIABILITY IN CONNECTION WITH ANY MATERIAL FURNISHED BY PACIFIC TELEPHONE. 2. THE OEVELOPPR IS RESPONSIBLE FOR THE COST OF REPAIR,REPLACEMENTSOR RELOCATIONSMAOE NECESSARY BY DAMAGE TO TELEPHONE FACILITIES UNTIL THE PROJECT IS COMPLETED, ' 4. A. CALL CONDUIT INSPECTORS 111455695001 TEN WORKING DAYS PRIOR TO START OF CONSTRUCTION. 8. CALL TELE.ENGR. TEN WORKING DAYS PRIOR TO START Of CONSTRUCTION. LUNDERGROUND DETAILS FOR ' ENGR -- _.—__—_. REVISION M10Nf 5.18 _o�TE 1 1 ' MANHOLES 1. THE 70P OF MANHOLE ROOF SHALL BEA MINIMUM OF 24 INCHES BELOW GUTTER FLOW LINE EXCEPT STATE HIGHWAY WHICH REQUIRES42 INCHES OF COVER FROM FINAL SURFACE. ' 2. CONDUIT ENTRANCE INTO MANHOLES TO BE PLACED AS SHOWN IN DETAIL 06. 3. THE NECK(COLLAR)OF MANHOLE MAY BE CONSTRUCTED OF EITHER PRECAST SECTIONS OR BRICK AND MORTAR. ' 4. STEPS IN MANHOLE NECKS(COLLARS)WILL BE LOCATED AS FOLLOWS: A. FIRST STEP TO BE PLACED FLAT ON ROOF OF MANHOLE. 0. SUCCEEDING STEPS TO TOP WILL BE PLACED AT 12 INCH INTERVALS. SEE DETAIL/4. S. RACKING: SEE DETAILS,P1,P2,P3,05 A 07. G. ALL MANHOLE SEAMS WILL BE GROUTED AND INSIDE PAINTED WITH WHITE MASONARY PAINT. 7. FRAME,COVER,CABLE RACKING LADDERS,ETC.MUST BE ORDERED SEPARATELY. SEE DETAILS. ORDER FROM: A. ALHAMBRA FOUNDRY,1147 MERIDIAN.ALHAMBRA 91003 2132994294 B. OUIKSET,4301 W.MACARTHUR BLVD.,SANTA ANA,CAL.,92704, 1145577470 C. BROOKS PRODUCTS,INC.,10111 OLNEY ST.,EL MONTE,CAL.,91734 213/433019 ' D. U-TEL SUPPLY,INC.,2900 E.LA JOLLA RD.,ANAHEIM,CAL.,928067P4-6307560 APPROVED MANHOLES I TOO MAIN DUCTS E E"K 81"M 6'O"-MONOL ITHIC. FTT SPEC. DO NOT INCLWE LATERAL& BROOKS SI0FM7O PTO SERIES-PRECAST. NIOPifb OUIKSET TV31XI ITT SERIES-PRECAST. OR 7 TO 10 MAIN Dl1CT& O'K 12'X 2'D'-MONOLITHIC. 'FOUIWLENt DO NOT INCLWE LATERALS. 'ROOKS MCK)FM SE RIES-PR EUST. RTSPEC. OUIKSET iYO-14-PRECAST. ' NO iYOOYI CONDUIT 1. ALL BENDS 6 RADII OF LESS THAN 80 FT.IN NONMETALLIC CONDUIT MUST BE CONCRETE ENCASED. EQUIVALENT 2500 PSI MIX W/1/4"TO 3/8'AGGREGATE. 2. COVER OVER CONDUIT SHALL BEA MINIMUM OF 30 INCHES FROM STREET GUTTER FLOWLINE,IN PUBLIC STREET OR INTERCEPTION AT PROPERTY LINE. ' 3. THE CONDUIT TRENCH MUST BE FREE OF ALL LARGE STONES,ROCKS OR OTHER JAGGED PIECES OF MATERIAL WITH BOTTOM COMPACTED AND SMOOTH BEFORE PLACING CONDUIT IN TRENCH. 4. ALL BACKFILL 12 INCHES ABOVE CONDUIT SHALL BE OF FINE GRANULAR MATERIAL. ' 5. AT LEAST 24 INCHES OF LOOSE FILL ON FIRST LIFT SHALL BE PLACED BEFORE ANY MACHINE TAMPER IS USED, ELIMINATING CRUSHED CONDUIT. 6. THE DEGREE OF COMPACTION TO BE AS SPECIFIED BY MUNICIPAL ORDINANCE. 7. ANY REPAVING REQUIRED SHALL BE AS SPECIFIED BY MUNICIPAL ORDINANCE. S. CLEARANCES FROM ELECTRICAL SUBSTRUCTURES SHALL BE A MINIMUM OF 121NCHESOF COMPACTED DIRT OR 31NCHES9F CONCRETE. 9. CLEARANCES FROM ALL OTHER FOREIGN SUBSTRUCTURES SHALL BE A MINIMUM Of 12 INCHES WHEN PARALLELING AND 31NCHES WHEN CROSSING. ' 10. PULLING LINE MUST BE PROVIDED IN ONE DUCT PER SECTION,AND ALL LATERAL DUCTS. 11. ALL CONDUIT MUST BE PROVEN BY MANDRELLING BEFORE IT WILL BE ACCEPTED BY PACIFIC TELEPHONE. 12. WALL TO WAkL MEASUREMENTS MUST BE PROVIDED TO PACIFIC TELEPHONE. APPROVED CONDUIT WTERIAL ALL BENDS FOR RADII OF OO FT,OR LER IN NON METALLIC ODNDUIT MUST SE CONCRETE ENCASED LOSING,SEE ASOVE NOTE 1. M.N.TO M.N.OR P.B. SU6SIOIARY CONDIIIt ' 4"B-PLASTIC ICONC ENCASEDI J 4-9 PLASTIC ICONC.ENCJLSEDI !'C PLASTIC ISANO OR SE 20 ENCASED( 7'-P'C PLASTIC INOT ENCASEDI COO CONGIETE iMCDI 1"PTS O PLASTIC 'WITS "PLASTIC 7'PTS "PLASTIC p S i y� �Op p •• p y p y A C ! O < . • p A • >• y C, d ( / A • A O WHERE SUMP IS NEAR END ' •E R O OFMHSUMV FND SNiLL A U"It R.C. 0 xl ` •1 x011.Hr3 n1xT tlOtx10 DIRECTLY •1 OE.1 C33 3• UFII fYFOxl3 U xOlC ll.(plrnx i' \ BF TOWARDUNCOMINf. TDYII I 4 [.SLS 3UIM.13 1IIACWD OIRF(1lY Q D 1031•IL 1HAFFIC, NI Ol r.11/3 (I 1,C.CIF YI Drl11L I3'_ 3 "S CASLI RAC.1~19 IM Cr S.MolC A A. ul on•nn / \ • voo.Rw // � J eI«MIN 30' COVER �C A S IS ' MIN ]ll"COVERy1 IR yd J-I• •�' ` F} // — �_ yl l 2' 16 1 7� ,fi 1,2' 1�2"' • \ 4 A •�� Z A I _ TERMINATE DUCTS • , , PER NOTE AT DEIAll N6 F 1611 �1614 1612 •1611 A s A r • a T d d • � n e a a e s d • n eE a F A DETAIL M1 DETAIL M2 MANHOLE,SINGLE BAY,SINGLE RACK MANHOLE,DOUBLE BAY,DOUBLE RACK 1 ' TYPE SB 30"F 8 C FOR TRAFFIC LOADING OR DIRT. TYPE R 30"TO BE USED FOR SIDEWALKS ONLY • •\` GET SIEVS50 THAT LFGS EXTEND THROWH BRICKWORK • ANO HAVE 1 IN.MIN.COVER OF MORTAR a "S"CABLE RACK SUPPORT,4 EACH RACK WHERE USED. Is, C 1/2 X 3/4 IN GALV. ., ' MACHINE BOLT AND } NUT 4 EACH RACK 51N W • WHEN MOUNTED ON D "S"SUPPORTS. ' 1 47 HOLE RACK -- • 10 OR 14 SEE 2•" DETAIL 01 OR N2. mOOODO I2ININ TO A HOLE COVER oo _ 1/21N.X 2112 IN.GALV. j MACHINE BOLT WITH CDG=�DOpq� 1/2 IN.CONCRETE INSERT pc�oc-�p4p 4 OR EXPANSION SHIELD 19 4 EACH RACK,WHETHER ---��"(J��L�QQUL JVQO I MOUNTED ON"S"SUPPORTS LQC IN=C7(= + ^ OR ATTACHED DIRECTLY {� p "(J • TO WALL. IS.. s FLADOER t MANHOLE FOR 610" DETAIL 03 STEP HEADROOM FLOOR RACKING DETAIL NI LOCATING MANHOLE STEP IN BRICK CHIMNEY CONCRETE INSERTS ORALL CTS SHALL TYPICALDETAILIII 05. ENTER M.H. USE 7O "DUCT ENTRANCE F e ' TERMINATORS" 'r ORDER M.N.ACCORDINGLY. )1 x 4IL -o4 is • 1 00 ' 18" R wuOQi ` � ♦ 00 1 1 0 ' 'T'�'�/f� I O I • .. m 6 � I p 1 CABLE GRADE TO ORAIN FLoon RACK SUPPORT R' 112 X 1 IN.GALV. MACH • 1 EACH CORNER \ MACHINE BOLT.2 1N,X 1 3/C �-- 4 EACH CORNER E sump MW. 47 HOLE CABLE RACK MACHINE BOLTT WITH CONCRETE INSERT OR 1 EACH CORNER DETAIL N6 END WALL-DUCT TERMINATING EXPANSION SHIELD. DETAIL N5 8 EACH CORNER. REINFORCED CONCRETE PAOMOUNT WITH PLASTIC HANDHOLE FOR UTILITY PRODUCTS CABINETS ^ FOR COVER TYPES Rf FER TO MODEL NOS. 10 AN SL 4,00 AND NL 600 78" OE 4h00 TE 4500 AND CE 4500 / U.°z:�OTfI OR 31} UP 1]515 CABINET \ �o . i HINGED COVER sox } �✓ � � HINGED COVER WITH TORSION � 6YIa/ � BAR OR SPRING ASSEMBLY ! 561 AN0118 HOLE CABLE RACKS ! Y X PRECAST p—D-�-c—NTATTACHED DIRECTLY TO WALL n- -AEWE —140LBS ON ONE SIDE ONLY. COVERS 0 TO MEET TRAFFIC 11516CLR_�> ^� REQUIREMENTS 1 ��A�•) T X 5'X DEPTH READ. SPLICE BOX � „W ? 4 'A" BROOKS 400 OPB SERIES PRECAST OUIKSET TPB 4500 SERIES PRECAST a olA suMv� U iEL SUPPLY PV 36648 PLASTIC OR \ 1P X2612 DEEP � EOUIVALENT I SINGLE DEPTH - RECESSKOCKOUT �� 16-TVPI PLASTIC HANDHOLE EACN ENO 1"DIA SPIDER TYPE ANCHOR INSERT \ WT 1)OO IBS AT EACH END SEE NOTE 31 SERIES 1334 DISTRIBUTED BY DETAIL '+T ASSDCIATED PLASTICS INC. � 18140 EUCLID ST FOUNTAIN VALLEY CALIF 92108 1)1U 9)9)800 ."PYRICNT 19)6 ASSESSMENT DISTRICT 78-3 (ORTEGA HIGHWAY PROPERTIES) SECTION 43 LANDSCAPING 1. 00 GENERAL ' 1. 01 SCOPE A. Work Included: Perform all work necessary and required for the construction of the project as indicated. Such work includes but is not limited to the following: 1. Soil preparation of all planted areas. 1 2. Fine grading. 3. Lawn headers. 4. Furnishing and installing plant materials including groundcover and lawns. 5. Staking or guying of all trees. ' 6. Maintenances of all planting for 60 calendar days. B. Related work in other sections: The following items of associated work are included in other sections of these specifications. 1. Irrigation. 2. Finish grading. 1, 02 REQUIREMENTS OF REGULATORY AGENCIES A. Perform work in accordance with all applicable laws, codes, and regulations required by authorities having jurisdiction over such work and provide for all inspections and permits required by federal, state, and local authorities in furnishing, transporting, and installing materials. ' B. Certificates of inspection required by law for transportation shall accompany invoice for each shipment of plants. Inspection by federal or state governments at place of growth does not preclude rejection of ' plants at project site. LANDSCAPING ' 1 5-39 ASSESSMENT DISTRICT 78-3 (ORTEGA HIGHWAY PROPERTIES) 1. 03 COORDINATION. Coordinate and cooperate with other contractors to enable the work to proceed as rapidly and efficiently as possible. 1. 04 INSPECTION OF SITE. Visit site and inspect conditions as they exist prior to submitting bids. ' 1. 05 SAMPLES AND TESTS. City Inspector reserves the right to take and analyze samples of materials for conformity to Specifications at any time. Contractor shall furnish samples upon request by City Ixlspector. 1. 06 PRODUCT HANDLING. A. Furnish standard products in manufacturer's standard containers bearing original labels showing guantity, analysis, and name of the Imanufacturer. B. Store products with protection from weather or other conditions ' which would damage or impair the effectiveness of the product. 1. 07 VERIFICATION OF DIMENTSION AND QUANTITIES. All scaled dimensions are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities and shall immed- iately inform the City Inspector of any discrepancy between the drawings ' and/or specifications and actual conditions. No work shall be done in any area where there is such discrepancy until approval for same has been given by the City Inspector or his representative. ' 1. 08 INSPECTIONS. A. All inspection here specified shall be made by the City Inspector. The Contractor shall request inspection at least 24 hours in advance of the time inspection is required. Inspection will be required on ' the following parts of the work: 1. During preliminary grading, soil preparation, and initial weeding. 2. When shrubs and trees are spotted for planting before planting holes are excavated. 3. When finish grading has been completed, and prior to the planting of groundcover and lawns. 4. When planting and all other indicated or specified work, except the maintenance period, has been completed. LANDSCAPING ' 5-40 . 2 ASSESSMENT DISTRICT 78-3 (ORTEGA HIGHWAY PROPERTIES) 5. Final inspection at the completion of the maintenance period. B. The Contractor or his representative shall be on the project site at the time of each inspection. ' 1. 09 MAINTENANCE PERIOD. A. The Contractor shall continuously maintain all areas included in the Contract during the progress of the work, the maintenance period of 60 calendar days and until final acceptance of.the work. B. If plantings are not acceptable at the end of the Contract period for the entire work, due to defective maintenance, the maintenance shall be continued by the Contractor until all work meets the specifications Iand can be approved. C. Maintenance shall include continuous operations of watering, weeding, ' mowing, edging, cultivating, fertilizing, spraying, insect and pest control, re-seeding, replacement and/or other operations necessary to assure good normal growth. ' 1. Lawn clippings shall be collected and disposed of off site. D. All planted areas shall be kept free of debris and shall be weeded at not more than 10-day intervals. E. During the installation period and during the maintenance period, the ' Contractor shall be responsible for maintaining adequate protection for all areas. Any damaged plantings shall be repaired at the Contractor's expense. F. At the termination of the maintenance period, all plant materials shall be live, healthy, undamaged, and free of infestations. Inferior plantings shall be replaced and brought to a satisfactory condition before final ' acceptance of the work will be made. All groundcover and shrub areas shall be neatly raked and free of weeds. 1. 10 GUARANTEE. A. Contractor shall warrant that all trees, shrubs, and vines planted under this contract shall be healthy and flourishing one year after final acceptance of plantings, when such plants have received normal care and maintenance. B. Any trees or other plant materials that die back and lose the form and size as originally specified shall be replaced even though they have taken root and are growing after the die back. C. The Contractor, within 15 days of written notification by the City Inspector, shall remove and replace all guaranteed plant materials which for any reason fail to meet the requirements of the guarantee. Replacement materials and plantings shall be made to the same speci- fications as required for the original planting and all replacements shall be guaranteed as specified for the original planting. 5-41 LANDSCAPING ASSESSMENT DISTRICT 78-3 1 (ORTEGA HIGHWAY PROPERTIES) 1. 11 FINAL ACCEPTANCE. Work under this section will be accepted by the City Inspector upon satisfactory completion of all work, including Maintenance, but exclusive of replacement of plant materials under the warranty period. ' Upon Final Acceptance, the Owner will assume responsibility for maintenance of the work. 2. 00 PRODUCTS. 2.1 SOIL AMENDMENTS. A. All material shall be first grade commercial quality and shall have certificates of source of material, analysis, quantity, or weight, attached to each sack or container. A list of materials used, together with typical ' certificates of each material, shall be submitted to the City Inspector prior to the final acceptance of the job. 1. Commercial Fertilizer shall be what is know in the trade as 6-10-4 and shall be delivered in sacks. 2. Bonemeal shallbe fine ground, steamed, dry material with a minimum ' analysis of 0.5 % Nitrogen, 30% Phosphoric and 69.5% Undiluted Bone. 3. Potassium Sulfate shall be first grade commercial quality 52% K2- 4. Urea Formaldehyde fertilizer shall contain 38% Nitrogen. 5. Bulk Humus shall be Nitrolized redwood sawdust. 6. Organic Fertilizer shall be processed sewage sludge with a minimum content of 1% Nitrogen and 2s Phosphoric Acid, similar to Nitro-Humus. ' 2.02 PLANTS. A. Quality. All plants shall be healthy, shapely, and well rooted. The roots shall show no evidence of having been restricted, deformed or rootbound at any time. All plants shall be well grown, free from insect pests and shall have been grown in nurseries which have been inspected by the State Department of Agriculture. All plants shall be first class representatives of their normal species or variety unless otherwise specified. They shall have normal, well developed branch systems and vigorous root ' systems. Plants shall be free from disfiguring knots and sun scald injuries, abrasions of the bark or other objectionable disfigurements. Plants not conforming to the requirements herein specified shall be considered as defective and such plants, whether in place or not, will be marked as rejected and shall be immediately removed from the site of the work and replaced with suitable plants at the discretion of the City Inspector. ' B. Inspection. Plants shall be subject to inspection and approval by the City Inspector upon delivery of plants to the site. The City Inspector reserves the right to reject any plant or plants at his discretion. 5-42 LANDSCAPING .4 ' ASSESSMENT DISTRICT 78-3 (ORTEGA HIGHWAY PROPERTIES) C. Digging and Handling. Protect roots or ball of plants at all times ' from sun and drying winds. Plants designated as to size by capacity of the container shall be delivered in containers not less in content than those designated. 2.3 LAWN SEED. A. Lawn seed shall be Greenturf mix as supplied by Stover Seed Company. 2.4 TOPSOIL. A. General Qualifications. Topsoil shall consist of fertile, friable soil of loamy character and shall contain an amount of organic matter normal to the region. It shall be free of stones larger than one inch in size, I sub-soil, refuse, plants or roots, clods, weeds, sticks, or other extraneous material. Topsoil shall have a pH value of between 6.0 and 7. 0. It shall be capable of sustaining healthy plant life. B. Topsoil. Existing soil on the site amended as specified herein. Inspect existing soil and do all work necessary to bring it to standards specified under "General Qualifications" . 2. 5 STAKING MATERIALS. . A. Tree Stakes. Lodge pole pine with 10" tapered driving point and chamfered top treated with copper napthanate or pentachloraphenol to heart wood; green color, as manufactured by C and E Lumber Company, Pomona, California. 2. 6 MANURE. A. Manure shall be well rotted and shall be free from noxious weeds and shall be screened through a 318 inch mesh after grinding. 3. 00 EXECUTION 3. 01 GRADING. Contractor shall bear final responsibility for proper surface ' drainage of planted areas. Any discrepancy in the drawings or specifications, obstructions on the site, or prior work done by another party, which Con- tractor feels precludes establishing proper drainage shall be brought to the attention of the City Inspector in writing for correction or relief of said responsibility. A. Moisture Content. The soil shall not be worked when the moisture content is so great that excess compaction will occur, nor when it is so dry that dust will form in the air or that clods will not break readily. Water shall be applied if necessary to provide ideal moisture content for filling and for planting as herein specified. B. Preliminary Grading. Shall be done in such a manner as to anticipate the finish grading. Excess soil shall be removed or re-distributed before the application of fertilizer and mulch. Where soil is to be replaced by LANDSCAPING. S-43 .5 ASSESSMENT DISTRICT 78-3 (ORTEGA HIGHWAY PROPERTIES) plants and mulch, allowance shall be made so that when finish grading has begun, there shall be no deficiency in the specified depth of pre- pared planting beds. C. Weeding. Except as noted on plans before and during preliminary and finish grading, annual and perennial weeds shall be cleaned from and disposed of off the project site. Annual weeds and grasses may be chopped off at the ground and the roots turned under. Perennial weeds and grasses to be removed include, but are not limited to the following: tBermuda Grass Alfalfa Nut Grass Dallis Grass Puncture Vine St. Augustine Grass Johnson Grass Wire Weed Mustard Plant Morning Glory ' D. Fine Grading. Shall consist of bringing all ground areas to uniform slopes, meeting grades of installed curbs, paving, etc. , and drainage at a 2 percent slope unless otherwise indicated by the drawings. The finish grade is the ground surface grade after all loosening, soil conditioning, fertilizing, and planting has been completed. Ground shall be 17' inches below walks, curbs and headers in groundcover and shrub areas and flush with same in lawn areas. Accurate flow lines shall be set by instrument to catch basins or other points of drainage flow. Modeling of finish grades shall be done as directed by the City Inspector. ' E. Contractor shall finish grade all mounding indicated on drawings to grades shown. Fill for mounds shall be furnished by others. F. SOIL CONDITIONING 1. All planting areas shall be loosened to a depth of 6" . Apply 5 c.y. of bulk humus and 1 c.y. of organic fertilizer per 1,000 s.f. and blend with the top 4" of soil. Prior to planting, apply 30 lbs. of commercial fertilizer per 1,000 s.f. of area. 2. For trees and shrub planting, the following prepared soil mix shall be used for backfill in tree and shrub pits. Per Cubic Yard of Mix: Topsoil (site soil) 18 cubic feet Redwood Sawdust 6 cubic feet Nitro Humus 3 cubic feet 3 pounds Bonemeal 2 pounds Urea Formaldehyde 1 pound Potassium Sulfate 3. After all shrubs and trees have been planted, build good sized basins around each and install a mulch of steer manure. Basins in turf areas shall be removed prior to seeding. 5-44 LANDSCAPING_ ASSESSMENT DISTRICT 78-3 I (ORTEGA HIGHWAY PROPERTIES) 4. One week prior to completion of the maintenance period, the Contractor shall apply Urea Formaldehyde Fertilizer at the rate of 7 pounds per 1, 000 s.f. j3. 02 PLANTING OF SHRUBS AND TREES A. All materials shall be set so that when settled, they shall bear the same relation to the container grade before being transplanted. The City Inspector shall approve all materials as to quality and placement before the holes are dug. Dig pits a minimum of 2} times the size of plant container for 15 gallon and smaller and a minimum of 18 inches larger on all sides and no deeper for box size materials. Backfill with prepared soil specified in this section. B. If soil settles away from the ball of earth around the plant after planting, fill topsoil around same to bring to proper level with finish grade. C. Upon completion of all planting operations, all soil between plants shall be lightly cultivated and neatly raked, removing basins around shrubs and trees. 3. 03 PLANTING OF GROUNDCOVERS A. All groundcover plants shall be well rooted cuttings and shall be evenly spaced and stagered in rows. Refer to fertilizing requirements before and after planting. B. Dig the holes for planting large enough to plant rootings in a vertical position without doubling. Firm the soil around rootings and thoroughly hand water immediately. 3.04 PLANTING OF LAWNS A. All areas indicated lawn shall be seeded with the seed as specified in paragraph 2.03 at the rate of 6 lbs. per 1,000 s.f. B. After areas have been graded, loosened, and soil amendments added I as specified, the areas shall be dragged and hand raked to remove all clods, lumps, weeds, roots, and debris. This material shall be removed from the site. C. After handraking, roll entire area in two directions at approximately right angles, with a water ballast roller weighing 100 to 300 lbs. Any irregularities that develop shall be re-raked, scarified for bond, and I again rolled until the area is true and uniform and free from lumps or depressions. Water shall be applied to the surface whenever necessary to assure proper working of the soil. After areas have been prepared for seeding, no heavy objects except lawn rollers shall be taken over these areas at any time. Prior to sodding, the City Inspector shall approve these areas for grade and compaction. LANDSCAPING .7 5-45 ASSESSMENT DISTRICT 78-3 I (ORTEGA HIGHWAY PROPERTIES) E. Sow seed in cross directions at the rate specified. Mulch with steer manure at the rate of 1 c.y. per 1,000 s.f. F. Thoroughly water with a fine spray. If the sprinkler system is used, hand water edges of all lawn areas. Lawn shall then be kept continually moist by watering as often as required. G. Any areas that do not take root and grow shall be reseeded and mulched at 10-day intervals until an acceptable stand of grass is obtained. H. Protect lawn areas against damage, including erosion and trespass and provide proper safeguards as may be needed. Replant damaged areas promptly. Special care shall be taken to prevent erosion from surface drainage from other areas. Any damage from same shall be the Contractor's responsibility. 3. 05 STAKING AND GUYING OF TREES A. Immediately after planting, all trees shall be staked. 3. 06 CLEAN UP A. Upon completion of all planting operations, the portion of the project site used for the apparatus of the subcontractor shall be cleaned of all debris, superfluous materials, and equipment. All walks and paving shall be thoroughly cleaned and washed down. All surplus material, equipment, and rubbish shall be removed from the site. r r i LANDSCAPING . 8 S-46 IPayment Payment for furnishing, installing and maintaining landscaping complete in place as shown on the plans and required by the specifications in- cluding all incidentals shall be at the contract lump sum price and no additional compensation shall become due the Contractor. r S-47 ASSESSMENT DISTRICT 78-3 (ORTEGA HIGHWAY PROPERTIES) SECTION 44 LANDSCAPE IRRIGATION ' 1. 00 GENERAL 1.01 SCOPE A. Work included. Perform all work necessary and required for the construction of the project as indicated. Such work includes but is not Ilimited to the following: 1. Complete installation of irrigation systems. 2. Trenching and backfilling. 3. Installation of automatic controller and valves. 4. Water connection. B. Related work in other sections. The following items of associated work are included in other sections of these specifications. 1. Planting. 2. Finish grading. 1 C. By others. The following items of work will be performed by others and are not included in the contract: ' 1. Installation of water meter. 1.02 INSPECTION OF CONDITIONS A. Examine related work and surfaces before starting work of the section. Report to the City Inspector in writing conditions which will prevent the proper provisions of this work. No work shall be started until all unsuitable conditions are resolved to the satisfaction of the City Inspector. 1. 03 CODES, RULES, AND SAFETY ORDERS A. All work and materials to be in full accordance with latest rules and regulations of safety orders of Division of Industrial Safety, the Uniform Plumbing Code published by the Western Plumbing Officials' Association; and other applicable laws of regulations, including the City of San Juan Capistrano Plumbing Code. Nothing in these drawings or specifications is to be construed to permit work not conforming to these codes. Should the Construction Documents, or instructions, be at variance with the aforementioned rules and regulations, notify the ICity Inspector before proceeding with the work affected. 5-48 LANDSCAPE IRRIGATION . 1 ASSESSMENT DISTRICT 78-3 (ORTEGA HIGHWAY PROPERTIES) B. Furnish and maintain all warning signs, shoring, barricades, lighting, etc. , as required by the Safety Orders of the Division of Industrial Safety and local ordinances. 1. 04 STANDARDS A. Commercial Standards (CS) . As developed in cooperation with Commodity Standards Division of the Office of Technical Services, Business and Defense Services Administration, and with the National Bureau of Standards. Available from U.S. Government Printing 1 Office, Washington, D.C. 20402. 1. 05 PERMITS AND FEES A. Obtain all permits and pay required fees to any governmental agency having jurisdiction over the work. Arrange inspections required by local agencies and ordinances during the course of construction as 1 required. 1. 06 APPROVAL A. Wherever the terms "approve" , "approval" , or "approved" are in the specifications, they mean approval of the City Inspector in writing. 1. 07 PRE-CONSTRUCTION CONFERENCE A. Schedule a pre-construction conference with City Inspector at least 7 days before beginning work under this section. Purpose of this conference is to review questions Contractor may have regarding the work, admin- istrative procedures during construction, and project work schedule. 1.08 PROTECTION OF EXISTING CONDITIONS A. Contractor shall acquaint himself with all site conditions. Should utilities or other work not shown on the plans be found during excavations, Contractor shall promptly notify City Inspector for instructions as to further action. Failure to do so will make Contractor liable for any and 1 all damage thereto arising from his operations subsequent to discovery of such utilities not shown on plans. B. Contractor shall take necessary precautions to protect site conditions and plants to remain. Should damage be incurred, this Contractor shall repair damage to its original condition or furnish and install equal replacement at his expense. 1.09 COORDINATION. Coordinate with other contractors to enable the work to proceed as rapidly and efficiently as possible. 1.10 PRODUCT HANDLING 1 A. Protect work and materials under this section from damage during construction and storage. Protect PVC pipe and fittings from direct sunlight. Beds 5-49 LANDSCAPE IRRIGATION .2 ASSESSMENT DISTRICT 78-3 (ORTEGA HIGHWAY PROPERTIES) on which pipe is stored must be full length of pipe. Do not use any pipe or fitting that has been damaged or dented. 1. 11 INSPECTIONS AND TESTS A. Notify City Inspector at least 48 hours prior to antincipated inspection. B. Inspection of completed installation will be made by City Inspector prior to backfilling of trenches and will be made during hydrostatic testing. C. Make hydrostatic tests when welded PVC joints have cured at least 24 hours and with risers capped. Apply continuous static water pressure of 100 psi as follows: 1. All piping on the pressure side of control valves shall be tested for 24 hours. D. Leaks resulting from tests shall be repaired and tests repeated until system passes tests. E. No pressure test is required for lateral lines. 1.12 WARRANTY A. In addition to manufacturer's guarantees or warranties, all work shall be warranted for one year from the date of Final Acceptance against defects in materials, equipment, and workmanship by Contractor. War- ranty shall also cover repair of damage to any part of the premises resulting from leaks or other defects in materials, equipment, and workmanship to the satisfaction of the Owner. 1 2. 00 PRODUCTS 2.01 MATERIALS A. General. Within 10 days fter the award of contract and before any materials are installed, the Contractor shall submit for approval by the City Inspector five (5) copies of a complete list of all materials which he proposes to install. Only those materials so approved shall be installed. Substitutions on account of inability to obtain will not be allowed as work proceeds. 1. Materials to be approved: jPipe and fittings Gate valves Backflow assembly Quick coupling valves Control wire Remote control valves and controllers Sprinkler heads. LANDSCAPE IRRIGATION 5-50 •3 ASSESSMENT DISTRICT 78-3 (ORTEGA HIGHWAY PROPERTIES) tB. Galvanized Pipe and Fittings: 1. Pipe: Galvanized steel pipe, American Standard Association (ASA) schedule 40, galvanized mild steel screwed pipe. 2. Fittings: Medium pattern galvanized screwed beaded malleable iron. IC. Plastic Pipe and Fittings - Solvent Weld. 1. Pipe: a. Shall be extruded from 100% virgin polyvinylchloride PVC, Type 1120-1220 impact modified. b. All plastic pipe shall be continuously and permanently marked with the following information: Manufacturer's name, nominal pipe size, or pressure rating in psi. c. For water mains: Moore, Baldwin, Cabot, or Lasco, or approved equal, schedule 40. d. All solvent shall be as recommended by the manufacturer of the pipe and fittings. e. Solvent primer shall be P-70 "Weld ON" , purple color, as man- ufactured by I.P.S. 2. Fittings: a. PVC, Type I, I.P.S. schedule 40, NSF approved on all pressure and non-pressure lines, ASTM D2241-65. D. Piping. 1. Mainline shall be schedule 40, PVC. I2. All lateral lines shall be schedule 40, PVC. E. Control Wire. All electrical equipment and wiring shall comply with the local and state codes and be installed by those skilled and licensed in the trade. Unless the governing code specifies otherwise, low voltage control wire may be installed as a part of the work of this section. j1. Wire shall be laid in main line pipe trenches traveling via the shortest route from the controller to the valve. Runs shall be continuous without splices, except at control valves and designated or approved junction box locations. 2. All electrical connections in the field shall be made with a "Pen-Tite" wire connection kit, as manufactured by Rainbird. LANDSCAPE IRRIGATION .4 5-51 1 ASSESSMENT DISTRICT 78-3 (ORTEGA HIGHWAY PROPERTIES) 3. Wire shall be installed a minimum of 18 inches below finish grade, except as it surfaces for connections. At point of surfacing to controller, it shall be protected in a transite casing. 4. Wire shall be type OF-600V, 7-strand or solid copper, PVC insul- ation, single conductor, hot wire to be one color, common to be another color. S. Provide a wire expansion loop at each remote control valve. Wire shall be attached to a system pipe at 10 feet o.c. with plastic electrical tape. 6. All wire under paving shall be encased in schedule 40 PVC pipe. F. Yard Boxes. Yard boxes shall be concrete, of size and type indicated in paragraph 3.06 d and adequate for the use intended. G. Quick Coupling Valves. 1. Shall be two-piece, all brass, lock top with vinyl cover. H. Sprinkler Heads. 1. Shrubbery, lawn and groundcover heads shall be brass, adjustable, full, half',quarter, third circle spray. Lawn heads shall be pop-up type. 3. 00 EXECUTION 3. 01 GENERAL A. Locations on drawings are diagrammatic and approximate only and shall be changed and adjusted as necessary and as directed to meet existing conditions and obtain complete water coverage. Locate and stake all work and obtain approval of the City Inspector before installation. B. Provide minimum cover of 18 inches on all pressure supply lines. C. Provide minimum cover of 12 inches for all non-pressure lines. D. Provide minimum cover of 18 inches for all control wire. 3. 02 BACKFILLING I A. Compact backfill for trenching to dry density equal to adjacent undis- turbed soil, and conform to adjacent grades without dips, sunken areas, humps, or other irregularities. Place initial backfill on all lines of a 1 fine granular material, no foreign matter larger than one-half (J) inch in size will be permitted. LANDSCAPE IRRIGATION 5 5-52 i ASSESSMENT DISTRICT 78-3 (ORTEGA HIGHWAY PROPERTIES) 1 3.03 PLASTICE PIPE (Solvent Weld) A. Because of the nature of plastic pipe and fittings, the Contractor shall exercise all caution in handling, loading, and storing to avoid damage. B. The pipe and fittings shall be stored under cover before using, and shall be transported in a vehicle with a bed long enough to allow the length of pipe to lay flat so as not to be subject to undue bending or concentrated external load at any point. C. Any pipe that has been dented or damaged shall be discarded until such dent or damaged section is cut and rejoined with a coupling. I D. Trench depth shall be as specified above from the finish grade to top of pipe. The bottom of the trench shall be free of rocks, clods and other sharp edge objects. E. Pipe shall be lowered in open trench after being assembled on the surface by priming and solvent welding. Welded joints shall be given a minimum of 15 minutes to set before moving and handling. F. Pipe shall be snaked from side to side of trench bottom to allow for expansion and contraction. G. Center load pipe with small amount of backfill to prevent arching and slipping under pressure. Leave joints exposed for inspection by City Inspector during pressure testing. H. No water shall be permitted in the pipe until inspections have been completed and a period of at least 24 hours has elapsed for solvent weld setting and curing. 3. 04 AUTOMATIC CONTROLLER A. Control shall operate remote control electric valves (24V) automatically, semi-automatically, or manually and shall be pedestal mounted and capable of independently operating the number of stations as called for on the drawings. B . Control shall have. 1. 24 hour clock capable of providing a 7 day dual program setting. 2. Controller shall be capable of operating a minimum of 3 independent schedules including a repeat schedule. 3. Each station shall have an "off" position eliminating it from the automatic timing sequence. 4. Provided with a circuit breaker to protect from excessive loads. 5. Case shall be weatherproof fiberglass with a lockable case door. Contractor shall supply two (2) keys. 5-53 LANDSCAPE IRRIGATION ASSESSMENT DISTRICT 78-3 (ORTEGA HIGHWAY PROPERTIES) 3.05 REMOTE CONTROL VALVES - ELECTRIC A. Valves shall be of the same manufacture as the controller, normally closed. B. Body shall be PVC with stainless steel bolts and inserts. C. Valves shall be provided with the following features: 1. Valve shall be capable of manual operation via a bleeder plug and a flow control system. 2. Valve shall be capable of being serviced while still connected to line. D. House each valve in a Brooks No. 3-MA armored concrete cover concrete yard box or equivalent by Frazier, or equal with station number stenciled on the lid. 3. 06 SPRINKLER HEADS A. Install sprinkler heads in groundcover and shrubbery areas on permanent 6 inch risers. Where they adjoin the edges of walks, set heads in 6 inches from edge and 4inches above grade. B . Install half lawn heads flush with adjacent paving or headers. Full heads shall be installed 3 inches above grade. Lower heads to grade prior to first mowing. L C. Risers for all heads shall be the same size to match the head opening for same. D. The Contractor shall adjust the nozzles of all heads to suit any particular conditions of the area. This shall be done after the system has been thor- oughly tested, immediately after notification by the City Inspector and not 30 days time after installation. 3. 07 BACKFLOW PREVENTION ASSEMBLY A. Shall be as indicated on the plan, installed as specified by manufacturer. 3.08 RECORD OF DRAWINGS A. The Contractor shall keep, up to date, a complete "As Built" record set of prints, corrected daily, showing any changes in location of items or type of installation from that shown on the drawings. Before acceptance of work by the City Inspector, the Contractor shall provide one (1) set of drawings on transparent sepia showing the sprinkler system work which is a part of this contract. B. Valves shall be numbered and corresponding number shall be shown on the drawings. LANDSCAPE IRRIGATION . 7 5-54 ASSESSMENT DISTRICT 78-3 (ORTEGA HIGHWAY PROPERTIES) C. All remote control valves, shut-off valves, and quick coupler valves shall be located by measured dimensions. Dimensions shall be given to permanent objects such as buildings, sidewalks, or curbs and drive- ways, and shall be to the nearest half foot. D. The Contractor shall provide and mount a chart in the cover of the automatic controller. This chart shall indicate the areas served by the controller. All valves shall be numbered to match the operation schedule. Secure chart to the inside of the cover. 3.09 CLEAN-UP A. The entire site shall be left clean, and free of debris, material and equipment resulting from work of this section upon completion of work or upon completion of each portion of the work. 3. 10 GUARANTEE A. Provide a written guarantee, protecting the Owner, for a period of one (1) year against settling of trench backfill, leaks, breaks, and malfunction of equipment and accessories. ' LANDSCAPE IRRIGATION 5-55 .8 Payment Payment for furnishing, installing and testing the landscape irrigation system complete in place as shown on the plans and required by the 1 specifications including all incidentals shall be at the contract lump sum price and no additional compensation shall become due the Contractor. f t S-56 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STANDARD PLANS t t F-1 Pkwy Radial Radial ah to curve b curve —Control joint I XDepress curb to h"C.F. � max. for Access Rung Prey +\y'/\i, / 1�1 `Cardrol ped Conhol joint— STRAIGHT CORNER CUT—OFF CIRCULAR CORNER CUT—OFF TYPICAL CURB RETURNS Y=8' for straight corner cut-off. t ^ Y=Parkway width,measured on rt q;:' ` " ;<;''• of ramp,for circular concur cut-of f. X=3 W=4 PLAN VIEW CF —C x P FILE x ACCESS RAMP DETAIL r NOTES! I. Grade on ramp stall not exceed 125% at �. 2. All existing concrete to be removed shall be sawcut as directed and any existing sidewalk that is damaged or removed during construction shall be replaced with 4" thick concrete. 3. Access Ramp shall be constructed with 4" thick concrete. 4. Ramps located other than shown above stall be approved by the County. 5. See Sheet I for Sidewalk Return details. 6. Elevation difference between B.C.R. and E.CR. shall not exceed 4' . ORANGE COUNTY ENVIRONMENTAL /k�/QNA ECEENT/� AGENCY STD. PLAN Approved L -,� irisay�� C R. No/tan, asanlonl Oiraclor Adopted: Res 77-92. Revrsed: Res. 7e-791 SIDEWALK RETURNS ANDACCESS RAMP SHEET 2 OF 2 1 ; F CURB RET.RAD. APPLICATION Residential Street intersecting another Residential Street 25 OR s' Arterial Highway intersecting a Residential Street •a•r 35 Arterial Highway intersecting ' another Arterial Highway i n r -n ' Cmkol wine n IL corner cut-off may be circular at local to local — street intersections; any intersection with an arterial highway shall have a straight corner cut-off. Ib' Ea Panaim plat moteriPl. Coneol Mmb R 10' Max. 0 C. I Sidewalk Access Romp; See Sheet 2. Control joints on radial line; 2 equal sections. ' ORANGE COUNTY ENVIRONMENTAL ZN E E T AGENCY STD. PLAN Approved C R Ne/son, Assisront Oirecror Adopted'- Res. 77-92. Rev ted+ SIDEWALK RETURNS AND ACCESS RAMP SHEET I OF 2 1 A,tenal / M�ghway / � RIW line / I Curb I IN Covered Oran --- 4, R III 6 G• 40 Curb face NOTE. ' Pont "R" shall be 0.30' min, above the highest top of curb elevation within Cul-De-Sac. 1 ♦ See Sheet I for Cul-De-Soc drainage detail. CURB CURVE DATA R/W A A" B D, E A. R, L, T, L. R, L. 48' 25' 23' 17' 99.14' 21' 45' 55' 15" 100' 80.15' 4237'_225°55' 15" 38' 149.840 ' 44'_23 ,21' 15' ,102 86' 23' 48' 11' 23"100' 84.11' 44 72' 228' n' 2$'-38151.34' 40' 22 ,18 , 14' 104.61' 24' 49' 17' 39"'100' 86.03' 45.88 229017' 39738"152.07' PROPERTY LINE CURVE DATA - ' R/w A' 4' B D� D. E A. R. L, , T - 0, Rs Ls '.'�.-Y_—r-• a -�_ _-T'—.. a -,r 48 25 .23�I7 99.14 42.19' 21 45 55' IS 92 73.74 38.98 231 29' 47 46' 18586' 44' 23' ,21_ i� 102 86:42 19' ,23' _48' II' 23'r92'.7738' 4i.i4' 233'45 55'x46' '16768' 40' 22' 18 i4 yiO4.61' 4418_-24 .49' 17' 39"927;79.15 ja22i 240'10'33" 46' ,19283' 1 ' ORANGE COUNTY ENVIRONMENTAL .ANAG�MENT, _AGENCY STD. PLAN Aop,ovea �/ ��0� ( /'1�� I I C F Nelson, Ass's/Tl Q4ecto, Adopted Ref 77.92 Reri,etl: Res 78-791 ' OFFSET CUL - DE- SAC - UNSYMMETRICAL SHEET 4 OF 4 1 1 ' PAVEMENT WIDTH TO THIS POINT ' � 6• 2° 2' : ..R IYZ; ' 1' %.i ;�: i:, I RADIUS 3/8,• Alf R Y2 �'�° p' ' i,. •'i•:'•.a°'^ i+,'o . p o: p i;�'p'!� .r: a o',. .o, .n. e.: SURFACIN ' 2-9" f� ' NOTE CONC. PER LIN. FT. _ .0648 CU. YD3. ' I CU. YD. Is 15.5 LIN. FT. ' ORANGE COUNTY ENVIRONMENTAL M/f�'A k!TT/ FNCY STD PLAN Approved l� �t,fi�.f/,i4 C F Velson, ssisron'r '_D_,retlor /1 O I Adopted Ree. 77.92. Rwiseo� Res. 78'791 L CONCRETE CURB TYPE "A- 2 " Es z of 6 1 3" 6 3" 6" TACK A.C. PAVEMENT WITH ASPHALTIC EMULSION AT RATE OF 0.05 �' GALLON / SOUARE YARD A.C. PAVEMENT ' 8° A. C. DIKE 1 8 3' 1 E.P. \ HINGE POINT HINGE POINT EXISTING LLPAVEMENT PAVED SHOULDER WITH A.C. DIKE 1 1 * A.C. DIKE SHALL BE 8° OR 6° HIGH AS SHOWN ON PLAN ' OR AS APPROVED BY THE ENGINEER. ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STD. PLAN App,ovee • ,C �� 1 Adopted: C R AWson Ass,51an/ precly 201 Adopted: Res 77-9p. Revised Ree. 78'791 - ASPHALT CONCRETE DIKE SHEET 6 OF 6 i { r ,,--+SIDEWALK i caMrel IeIM., I"aln.ee.M 3 .- II cure a 6.11.1 20' I 20 weak.e.d ebe. pliit APPLICATION W Y Arterial roods* �� 10' Residential sidewalk adjacent to Ree 4 10' Residential sidewalk adjacent to curba'-6" 10' Commercial and industrial tee l0' .an. NOTES1 Thickness=4"standard, 6" within driveway area. CURB 9 GUTTER ' Weakened plane joints shall be placed of each side of driveways, of the ends of all curb returns, and at 20' intervals (except within curb returns), to a minimum depth of 11/2" with edger finish. SIDE W ALK ' Control joints shall be constructed in sidewalks, I" minimum depth, at 10' intervals and at ends of drive approaches, curb returns, and tree wells. Joints shall be edger finished (R-Val. eW may be reduced to 5' with adequate provision for maintenance of remaining parkway. ' " Recommended where grade is less than 5% and design is consistent with adjacent residential development. eeeRecommended when grade is greater than 5%. Utility vaults,hydrants,mailboxes,and other obstructions must be placed back of sidewalk. See Std. Plan 410 for vertical obstruction location, t Longitudinal groo�e }' 3' minimus at 1" deep minimum I/4" deep , by 1/4" wide fi 6_64.6'• Sidewalk S ' ! Maitbox Curb face s DETAIL AT MAILBOX p ORANGE COUNTY ENVIRONMENTAL M ASG/�,ME�jJ/TJ A�Cy/�'N'CY STD. PLAN Approved 01. - - C.R. Ne/son, A-sistont Director /'� 0 C a L wVl Adapted: Res 77- 92 Revised Res. 78-791 SIDEWALK DETAILS SHEET I OF I 1 ' Anl — vwraa ww1 sMn•qeq a e wpF•Irn nenW Adjustable Control Joints CDNNERCIA ar RESIDENTIAL i ` W w� t t t !MI •nee � we ' Nin letw --- [ �- w Y �---se Nln.ahll Mleel w.e eq grMq utlllfy gfwwn Npr "weII PLAN_ II FrPropertytyry rs T w -- SIOe•al� Cur F Weakened plane joint ewfe•of CM ELEVATION R/W R/w �{ .sidewels• E �svvrs�� ' �_MtI ' i I 1/•Per I' 1_3kiL f7 I { s. J _�;ys.^ Y T• D'Cwe 'A-E'Cwe 6"CURB FACE B"CURB FACE ' •Alternates In residential areae Commercial and Industrial areas shall have full parkway sidewalk. ORANGE COUNTY ENVIRONMENTAL STD. PLAN M1 .' Approved o C N. hIlsoft, Assistant Director O o IAdopted* Res. TT-92 Reviset DEPRESSED CURB DRIVEWAY APPROACH SHEET I OF 2 VALUES OF X SIDEWALKG ° "" "' a"C'o'l N'2"1 Adjacent to R2' 3' s Adjacent to curb 3' 4' i Full Parkway t VALUES OF W Min. Moll. Residential as l Two car Garage 12' 20' Three car Garage 12' 2e' Commercial d Industrial ane-May 14' 18' ' Two-way 28' 35' eM Common driveways serving 5 or more dwelling units:"W"Moll be 28'. ' i CO" . Side,val: and ra--p t1.ic P.P. s s •alI be 2. .0 se, i,-n ma,, b co^sti'nt`ed et ee,, bay sinew lk nd ° for re ' iuentai- drive,-a}-: 3. Tw•1 (2 feet o- full h. ig t c :rb -hail b• maint -in d b tw en a- d e, ge .f d-iv wa ' a No .es th-n 2: ' o` fu,l h ig'.t curb :,ha. l b, ma rt incd b, rw en - ri ew..vs . n same 1•rol er_y. it.e t ta. "W", in ca..e o-_ mu:title .,ri.� .o's on a -.in. le c•.mersi,ip Har, ci iroutase, hall m t e .ce d 7:'t o: th fr nt ,ge he e, frontage is . 00 or less, or 60': wh:re frorita:e i> grater t:.an )0 . ' 6. Coinme:cial. .nd-ist7ia; and re id• nr .al dri.ewr.,•s having an anti• tn �teo ADT gr^ater than 00 'eh-cl- s w 11 e d sj ned as -la-ed ep-esced ur Drive-ay ',pr7oa,:ha , per Stuff P1 -n210. R siden-iai. dr,ve ays servi• g n re 'ha:, 25 ni s a-�d -- mm rc�al ,nd ndust- i., drive ay ha.-in; an-icipa•ed Pve,av Da-17 'ra--fic. volunr !A Tl in e .ce s of 10'0 v--hi, lei will b, de si:neo as local s*re, :s it curb, pardr, l, nd cro-s gatt• r p, r S 'D Pian 207 sub- ec' to ppravil o: thr. As>istan* Direc'or. 7. 'es_gn :-hail b:. in r•cc, rd,nc wish S•d P:an 206 he.e o-isi'e drai .ag. gu'te- abets sirivewa . 8 Fr^ntage len-th .:in _s d.iv-wa wi-'th "W" ;ha. 1 n, t b le-is gran 20 f ct. 1. t ORANGE COUNTY ENVIRONMENTAL 4A01,NGENC yY STD. PLAN Al ad o C. N. AnislonJ Oirechr �9 Adopted: Res. 77.92. Revised: by Resolution No. 77-92 2 L DEPRESSED CURB DRIVEWAY APPROACH SHEET 2 OF 2 ").stable tauhsl joint, 2 —a0YMn1 sidewalk eMn ll Win .IHwaamor IA. e • I "b.e'C one. •Cone.WiNwq Appndee a IM fl 1 g a el W i I corset Jt. Ne' WlekWled piano Jeln+ I IIIW IiM e1 aY++er1yI�� WMeenle plats joint x T y W T- -T—s �—�- s Pa sed Pion PLAN x'rin.ro P.aMaaN L_x Y —�— r "f` Y —'{—g sidewalk Cure Face W okor*d plats)Clot WeaelMd plane I•inl ELEVATION I War P/W I Var. P/w 3'sIneW41N. ---� 3' fi Mwall`•tet ' 111M.alk• r2' i 1114..61:31 IN•Ps,l' 4'� �� i 1/4"Par 1' • 1 IT�3Yea "a" Cure "A-x"Cur) ' 6" CURB FACE 8" CURB FACE W IAlnrnat•.In residential areas. Commercial eM Inewhlal ane. .leas nose full pere.ar .walk. VALUES OF "X VALUES OF "Y"••• VALUES OF "WII Curb Height t' Parkway t' Residential•••• Yin. Ya.. SIDEWALK s'Co1 'chez') s' Clark", s' le' is, adieeent to Plot x' 3' td P6nwey 10' Commercial A Industrial Ad)aeenl to Cure 3' 4' ane-moar Ix' 14' Pull Parkway 3' 1 4' Twe-wary 24' 30' Ww.vs,leo M 'Y"mey N rNme11 ends, almmn+leg eirMmaseees. I ' H4.sCemmml driveways serving 3 or mare dwelling units:'W'*hail M xe' ORANGE COUNTY ENVIRONMENTAL A ENCY STO. PLAN Approved C R. Wson, Assistant Director 210 LOoaled Ret 77-92 Rer sed FLARED DEPRESSED CURB DRIVEWAY APPROACH SHEET I OF z 1 Notes: t 1. Sidewalk and ramp thickness "T" shall be 6". 2. A.C. section may be constructed between back of sidewalk and R/W f0r-ess- idential driveways. } 3. Two (2) feet of full height curb shall be maintained between PL and edge of driveway. A. No less than 22' of full height curb shall 6e maintained between driveways on same property. 5. The total width of depression ("W" + 2 "Y"), in case of multiple driveways ' on a single ownership parcel frontage, shall not exceed 70% of the frontage where frontage is 1W or less, or 602 where frontage is greater than 100' 6. Design shall be in accordance with Std. Plan 206 where onsite drainage gutter abuts driveway. 7. Frontage length minus depression width ("W" + 2 "Y") shall not be less ' than 20' 8. Commercial, industrial and residential driveways having an anticipated ADT greater than 100 vehicles will be designed as Flared Depressed Curb Drive- way Approaches per Std Plan 210. Residential driveways serving more than 25 units and Commercial and Industrial driveways having anticipated Average Daily Traffic volume (ADT) in excess of 1000 vehicles will be designed as ' local streets with curb, spandrel, and cross gutter per Std Plan 207 subject to approval of the Assistant Director. ORANGE COUNTY ENVIRONMENTAL STD. PLAN ' Approved C. R •`� [I C.R N�/son, Artis/onl Dinclor Adopted! Res. 77-92. Revised 210 ' FLARED DEPRESSED CURB DRIVEWAY APPROACH S! 2 of z Alhambra Foundry A-1531-8,Apex Steel Corporation X I IOB or equal with approved locking devices. Shipping weight(frame 8 cover) -130lbs r See Std.Plan 306 for Curb Support details. 1-4 1/1 H T 1 Var. or less 6-1"to Keyed Const. 8 Joint H "A 41 H 8 T T SECTION E—E Scoring line Curb NOTES: IT I. Curb opening shall conform to curb 04 6 5", 1- alignment. 2. See Std. Plans 306 and 307 for details 0744- T and notes. Z, 3. See Std.Plan 308 for Local Depression E I E details. R an openings T *4 6 5"-) PLAN ORANGE COUNTY ENVIRONMENTAL rGY7. T !�;G STD. PLAN Approved _Z4 — C W.—Nolson, gssisronf Drocfor 301 Adopted RCS 77-92 Revised: INLET TYPE I SHEET I OF B §j;r 04 05 4 0 12 3 12"F— Inlet 2'� I i Inlet i ; D r41/2 2" Clear 41/2" I 1 I ) � I � Optional Joint I ,r- 1 ♦\ Sconny Ime ; i:~ I k ( :•i.�i'• Protection Bar (See Note 61 Std.Plan 306) ; CurD VcOunet ) Ara _r curb Support (See Curb Support) Flow SECTION D-D 1 l 1 fi'�--- 4'R II04 4 R B DetailsandNot! 4, Std.Plan 306) PLAN Alhambra Foundry A-1531-8,Apex Steel Corporation X1100 or equal with approved locking /devices. Shipping weight (frame 8 coved=130 lbs 1 / See Std Plan 306 for � Curb $UDDOrt details I I - -J T 3'-6" Vanes . 6:, _ Keyed Const. t 1 1 Joint I�'/' ♦ slope'to /o 1 1'1 I Inlet t N. e•I-- t •': Inks �_1 _ I _ i .�n.71.. ,,„�; 1 T 1 a ♦ / Al,t Outlet It t� T {f T I+-3'0� ---1 T SECTION A-A SECTION B-B ' NOTES: H T L min. H I. Standard opening lengths,1.L, are 7, 10', 14, and 21'. ' 8'-0" 7' 3.54' Other lengths may be used. or less 6 t0' 3.84' 2. All reinforcing is 104 0 12" O.C. unless otherwise specified. ( 9-0° to 14' 4 24' 3. Curb opening shall conform to curb alignment. 8 20'-d' 21' 4.94' 4. See Std. Plans 306 and 307 for details and notes. t 5. See Std.Plan 308 for Local Depression details. t ORANGE COUNTY ENVIRONMENTAL MANAG M NT AGENCY STD. PLAN Approved 0. C. R. Ns/son, IVAssistant Director 302 ' Adopted: Res. 77-y2 Revised Res. 76-791 INLET TYPE II SHEET I OF 1 1-6 1/4 See note 5) /4 $ See Stiffener D, I 4 n H Di RISER CS.P ' 3/4'Hole,H.1) Detail hereon I6' 40' 9 2 DIAMETER GAUGE ecually spaced. 24w-27~; 30•;12 Center of hale to 30.3i" 2( 3 Ie" to 27" 16 3I - 2¢ I be I"from O.D. 4�f5 163 22 �,' 30' to 39' 14 of plate�- 46•51't-145-25 _ SO 6!'` V5.3I 13-20 4 sz' to se' 12 DI/2 a 66 ---�10.5'�34 SI' to 66' Ip p' (we DI ,I(TYp) T' DI e• 5 BOTTOM VIEW TOP PLATE >Ring 0.D. salter gd4eld Conform t Looking tai. }pT `4D ;.(TIDI"n''placn m adpeilni Loekint Devise I o �' -'�¢ l a E 14v. A 6rad'mq 010. - 'tZ NO 0100 ar mild steel par y amus orwrwiw to mown on plan I W 1/4's 2"Wide -14iY:"•'C C.sP O.D. p, Anql• 77 ¢� �-i/a Sb01 pN0 1 f - I V v=n pbe•s ,�, \ DETAIL-PLATE STIFFENER I 3/4" Hole to match top plater Sidgot, conn- BOTTOM VIEW Action bona. \See ' CAGE RETAINER RING -8 Aherm: _. mm min .-Cont Collor Anchhoo -CSP R.CP CSPr. ' i 'R.C.P ' Slope to bah_. si : tot M e E I < ' �I `rl 6'ain. 6" I ALTERNATE JUNCTION AK Dry pack i � Di 1 Ls Calc slab ELEVATION 17/8�„I Sapp` 2 / "A 2 / 's 5/4' Teflon tcpe— � as 2 2 /s -- _ Steel bar(tYD)� NOTES Scarf and weld ROW ape moll, Dr. ra"EIA• A". 2 Ebvugat A,tee Dip L„ Ls on shown on pions y p I 3 Corrugated stns D�Oe sbau Conform to 4ASM0 M-36. SIR s 5/6 Sanies_ -- 4 ForGrate Ass54'a.d Mall be ld Iton¢e4 after fabrication, S For DiS4 one larq•q oia i'@'s114 sY''engMs to pl0u.nhfweldsa6bc 6 n•rwrnbw Of ban on 91014 aswinbiy 2 r\11ar' poet 7 Gape of pipe for dwnetw 0.NMI be some m for raw 6 Riser aq bhp shoe As snap bbricated and galvanized otter "it" HOLD-DOWN ORANGE COUNTY ENVIRONMENTAL M Ne/-GE 1riT _AGEf11CY STD PLAN Approved `� ssfston305 C A. an, t Director 1 Adopted Res 77-92. Revised INLET TYPE Y SHEET I OF k r 7 Curb Line 4ltemale Anchors ee yi 1 Ryle R 9 /i • , r t a. 65 / 6 He 2 ill or 12"Q', Nnuts Tro_>!A ' ' J_ (see Note 13) " 1 ^ o 1 ye 5/16"110" Rolled Apex (ASTM A36,orp Alhambra Fou 3a•er to Foundry A-3911 Aped Steel Corporation X412 vas ca�' m with or equal,galvanized both sioes)tformed as shown gaming Curb = 1 I/e" hole in plate I Length of No.of Protection Bar,see Note 9 Curb Opening Anchors 1/2"0 Stirrup 3-6" or less 2 - ` FACE PLATE ANCHORAGE T-o 3 l.1 5' AND CURB SUPPORT DETAIL lo-o' 4 in i 21-0" 7 t ' Ife��O Anders, NOTES: 8'after weld Face Plate 1. One eye bolt shall be placed 12" from each and of face plate. 2. Eye bolts shall be symmetrically spaced in the curb opening so that more theshould bepconsideorted ered lasneye bolts in the sppacitha4' rnlaDolts, when used, ' Alternate T - -- - 3. One coupling shall be placed fi" to the right or left of each eye Anchors 3/y' bolt with the exception of the Icet eye bolt. Couplings shall be L - —10e" hole in threaded to facilitate removal of protection bar. plate 4. Galvanized steel suit oft bolts shall be installed when length of curb pen r oing Weeds 7-0 and eholl be spaced at not more than 7-0" \\ / O.C. and not less than 5'-0' O.C. NOTES A ✓ W. Gd'. 5. Face plate onchom shall be uniformly spaced not to exceed 4� Te.Ve''e.e'shw w,an beSteel Eye Bolt between centers and shall be placed 41/Y from each and of the wetrtewls vele ♦ it. Hwf D. face plate. An anchor shall be placed over each W-beam in o grating ' Sear Comedo,or eouw wlell se yseQ bow EYE BOLT AND ALTERNATE 6. A coup" may be omitted provided 1M protection bar is removable ANCHOR DETAIL FOR FACE PLATE after Installation. e/1e°•10' Gaiv. Steel 7. All metal shall be galvanized after fabrication. ' Face Note B. Support bolts,ye bolts,and anchors may be attached by a full Support Bolts s/i.0 Protection Bar penatrotion butt weld as an alternate. as needed Top of Curb lira 9. Place a 1/4"0 protection ba horizontally across the entire length of the curb opening. I I 10. See Std. Plan 307 for additional miscellaneous inlet details and rates. ti 11, Cub section shall match adjacent curb type. 1 1 12. Curb opening shall conform to curb alignment. 6f'� 6 Caupf (T )I•SI"clear 13. Height of cub opening will wry with 1M type of acrand e d depth ^g roof 1M localdepression(Std Plan 308).See Note 4 PROTECTION BAR DETAIL ORANGE COUNTY ENVIRONMENTAL MC�JA�N�NCY STD. PLAN Approved ��/ r �G R Ne/son, Assistonf Director 306 Adopted Rxs. 77-92. Revises+ 1 MISCELLANEOUS CURB INLET DETAILS AND NOTES SHEET I OF I NOTE+ NOTE, 100 ODC ee.nn e.n ro e. s 16 D 00000 • •...ht of{..to 155 m.. 000000 f' D D D D 1 TTF.aI From w Shown SY'•/ sen en lf{" ` oOnnna eenn.. D D D 00 UTAJ Ya'/cr... be', nNew.ce E'{' 0000007 { ..idea a .betro%,$Oe • 0 0 0 0 0 �I (�o�oon(tnr�J to M.ring bare L O D D �-r olJU000LAI00 wel.hl co {rele s ho .� S1, .q".te n ODDDO0�0� 3 nf1fT'Innllll INE TFMe.I Fw. w.hs.n �S A Mrt. oUL, JUW % r% 0 0 0 0 z, Do 000100 I 44 F1110 .610111 " • I-Iq� SECTION { I bar sECT1aN/HA SECTION {i —{.•r I. 1•Pv - l SECTION A-• SEUION •-. WELDED STEEL GRATE TYPICAL FRAME CAST NODULAR IRON GRATE GRATE d FRAME DETAILS (See Sheet 2 for Locking Device ) t2'3 I I"min� ll yoly. steel step a .e ��. (See Note 4) ALTERNATE STEP DETAIL REINFORCED FLOOR (See Note 7) GENERAL NOTES I. Grote and frame shall be galvanized. See Standard Specifications or Special provisions. 2. For "t" wall thickness see Table on Inlet Pion. 3. Reinforcing steel shall be 1e4 bars of 16" i centers placed I!�" clear to inside of box unless otherwise shown. 4. Steps—None required where "H" Is 3�-6"or less. Install one step 16" above floor when "H"is more than 3'-6"and less than 5*00 Where "H"is more than 5'-U: steps shall be evenly spaced of 16"intervals from 16°above floor to within 12"of the top of the box. Place steps in wall without pipe openings. 5. Pipes) can be placed In any wall. 6. Except for inlets used as junction boxes, basin floors shall have a minimum slope of 12:3 from all directions toward outlet pipe and shall have a wood trowel finish Z Alternate reinforced floor at the option of the contractor. ' ORANGE COUNTY ENVIRONMENTAL MBIA E T AGENCY ~ STD. PLAN Approved (( r � C.R. N /son, Assslonf Oireefor 307 Adopted: Res 77-92 Rev�seo� I MISCELLANEOUS INLET DETAILS Bt NOTES SHEET I OF 2 25 I 6 i3 —Face Plata; see 1.� Sid Plan 306 for detaih CFf3" CF♦4' 6" ' Grading Plane l Sump Pondition-Place min of two 2 weep holes at 12' c-c in C.B. Fill between Grading Plane and conc.depression SECTION A—A will be base material. See note 04 25 �y4 rL SIB Weakened Plane Joint I 1 I Weakened A 11 l I Plane JointA l 450 Straight \ No mal ra 4 putter width } a 11-1 it Normal Istreet 3-s4-3'-0° a 12° 6 O.C. It b i DN ! cross slope B "',_when at curb return PLAN Street 4 cross&lope .03' 'ti'as CF+4' SECTION B-8 NOTES: 1 . Local Depression shall be S" thick. 2. Local Depression shall conform to some shape 6 to 10 CF Trans. B to 12� CF Trans. whether grate inlet or curb Opening, or both, Point D,stonce below TC. Distoncis below T.C. are used. a36, .50' 3. Length of opening 1"shall be specified on plans. b .34 .47' 4. Both ends of depression shall be symmetrical ' Based on 1.7% street crossfoll. about (L of opening in sump condition. 5. See Std. Plan 306 for curb opening detail. ' ORANGE COUNTY ENVIRONMENTAL MA AG T A NCY STD. PLAN Approves GR Ns son, Assisronr Direcror 308 Adopted Res 77-92 Revisea'� LOCAL DEPRESSION SHEET I OF I 1 � 4 � I 6 Angle shall not exceed 450 Station Line 3-0 when side flow exceeds 10% . I,�. of main 17 flow . I 3/4" round galvanized S'Rod. Iiw 1 ' I IID Steel steps 1-4"e.c. " '.Illi ,�A ., 4"x 4" mortar fillet A – T vi 41. T SEE NOTE nAn +t TA. i• red. — J T All steel reinforcement 4 = C• 1/2"0 4..o.c. I I LG Rod.=1.D.of spur 1 s S r � � – __v. STA. � ., .. . ••••rv:.'�:<'0t "� �� III ' 1 I Illi) awtwn Elevation e SECTION B– B PLAN (Shaft not snorn) NOTE "A" rest Manhole frame and cover Two (2) Inch deep seat to correspond to manhole shaft, Groseerg 51 O.Pion 508 grout hstwwn shat} and seal. max, . max Concrete Minimum 2•-10 VL' for pored streets rings r�2_p•�,1•_ X.FMinimum 3-6• for unpaved streets 9 seducer per Std. Plan 503 t` – ~_,-0 r .I a I SEE NOTE -mr— Round edges of inlets 1 :N +'r Max. 30" diameter side inlet. Use Std. Poon 312 (Junction Structure III) for side inlets- 30"diameter. S. T• edea elevationhispoint applies-fl: i•I at this point �• a— . f.i m �'i ii•;:��"•�.;,:C..': Round edges SECTION A—A i NOTE: Use Junction Structure Type I for outlet pipe diameters of 429'or less, and inlet diameters of 30" or less. •Manhole shaft shall I be 4'-01 Junction sructure bottom width shall be Increased to 4'-O' minimum when M>15'. Use Std. Plan 504 with IS"rings when Ilii ORANGE COUNTY ENVIRONMENTAL�AGf,Jy EINT A ENCYA ENCY STD. PLAN Approved �� r/� C.R. N son, Assistant Director 310 Adopted Res 77-92 Revised: JUNCTION STRUCTURE -TYPE I SHEET I Of 2 l I Maa. Min. Sir e1 Gr de For pored streets Concrete rings per For unpaved street, I " I " ' Sid.Plan 502 - r--�-4--1 (Ste Not a4 1 4`s4" morty fillet 1 Omit this Iter o 30' dia.mai. in Dared streets It f-4'for paved streets. C Q r, 24'ter unpaved streets Round edges of inlets SEE NOTE"A!'Sheet I s -- All tical reinforcement �� >e :•.- - Round edges I 1 +1 T ham-3-6 -�•I T I+- I ' DETAIL N SECTION C—C (Shaft not shown) See Note 3 GENERAL NOTES I. -HEIGHT H (in S*c.A-A and Sec. B-Wsholl be not len than 4-0, but may be increased at option of rhe Engineer provided that the robe of M shall be not less than the minimum specified and that the reduce, shall be used For H (in Sc. C-C1 we holes. 2. -LENGTH L shall be 4 for inlets of 20"or less and 5'for inlets greater than 20"un less otherwise show%on improvement plan. (May be increased amaa. of(1)one foot at each and to meet pipe ends. Continue e4at4 o.c. 3. -SHAFT shelibe aonstruaedos Der Sea C-C end Defailhi when depth M from street grade to top of bo. is less than 2-101/2" for pared streets or 3-8' for unpaved streets p -DEPTH P may be reduced to an absolute limit of 8' when larger values of P would reduce H (in Sec.0-C) to 3'-6*'or less. 5 -T shall be 8"for values of H up to and including 8'. T shall be 10' for values of Hover 8'. 6 -STEPS shah be L4' round, galvanized %lest and anchored not less than 8' in the walls of structure and shall project o min.of 4 inches from point of embedment. Unless otherwise shown,steps shall be placed 1'-4'an center. The lowest step shall not be more than 2'above the ledge of the side of manhole floor. 7, -REINFORCING STEEL stall be M 4 bars , deformed, strolghl bars 1 1/2" clear from face of concrete. EL -STATIONS of manholes shown on improvement plan apply at center line of shaft. 9. -FLOOR of manhole shall be steel-troweled. 10 -RINGS, reducer, and pipe far access shaft shall be mated in I'2 mortar and neatly pointed or wiped inside shaft. 11. -LEDGE shall be sloped at 2" per foot, Use Junction Structure Type I for outlet pipe diameters of 42"cr less,and 1nte1 Biometers of 30"or less. ORANGE COUNTY ENVIRONMENTAL L,,I�i,IA/6�JA�NT A ENCY STD. PLAN Approved y wr ' C R N /son,-T Assistant OirecJor 310 IO Adopted Res. 77-92. Revised' JUNCTION STRUCTURE TYPE I SHEET 2 of 2 {{F.......�� Angle shall not exceed 450 I \when side flow exceeds 10% _ — L of main line flow. - T L.. --DI—J T . E bars lmm) (mint { 4's 4" mortar fillet B i° -- See note A 2•• D Don ' ora Tie bars - �- - -3 radius--s I�I D ben- t L_ . 1+ -l;/ I i t i I E r E bars vi•0 4'0.c I 11 D Dors 7 era- Tie bars 1 I is __ __ _ � -r T-- 5 T 'n B t h n 1_`I�v�atg on evatmn «T r—D: --,Tr PLAN SECTION B-B (shaft not shown) # 196 Ofl t I M r Std !role ono ewer r Street aae --Mr Std. Plan 508 0"46IZ- max i Concrete nn,a ono Plan 5 per MIn'.mum 2-4O' wi Mm paved steeds 1 v StA. plan 503 �. I �/Mmlmum 3'-6� with vnpweo streets � 1' Minaesn ourves See Nae.3 ShSet2 fate of concrete l Max. 30"diameter side inlet °= I y 1 s: roana 4alvon- Use Std. Plan 312 (Junction zed steel steps Structure IM for side Inlets I I-4"ora .^3-p 'E30o diameter a 4 H bre 3•-0•lest, See note 'W' ^i--� ' _Tie bars 1C -•i� Aryl the sop :a i�_ *` ,Z• , 0 bn�s n pewd-anele Street yade ' t A•wn ee es __=_ _ Concrete rugs 9 9 Inlet ele.aran 1 tD} rooms , ODpoes at this O y OM Srd, Plan 502 i I• .� -! - ��i Danl -H bar LdIn i wee streets Hoa 1 [- 1-• _ 7.7 F t-4' ' Variable ..iT- -T ,-�- r fit I•-4, for Deed peas -- .� t- -• E Dans 2-2 fp urpared elrwts { - rr �•- D bars SECTION A-A .-T NOTE "A!' Rash Seyw -' to J rodua Two (2)inch deep seat to correspond to manhole shaft,grout between short and Seal. + T •�', F ' Revi floor for pipes greater than 60' diameter W4 at 12" both ways NOTE DETAIL M Use Junction Structure Type II for outlet pipe diameters of 42" or greater and inlet pipe diameters of 30" or less. ORANGE COUNTY ENVIRONMENTAL MAG GENCY STD. PLAN Approved _ 3 C. R Ns son gsaslonl Orrsclor Adopted Res. 77-92. Reu-sed: 11 JUNCTION STRUCTURE - TYPE II SHEET I OF 2 1 TABLE OF VA 11E FOR T STEEL TABLE FOR JUNCTION STRUCTURE-TYPE II 42 M Dirt p Mmututn minium 4S s No Reid Sirs lJ ngm Site Length • No Regal 42 6 e 5 4-6 _ 4 ♦4 S-2 I 1K q • _ S4 9 48 1 6 ., S 1 a } 7 _5T 6 4-9 9 4 y q� S_I 5-6 Ls 60 6 6-4 5-It 7 II 66 6 7-0 �_ 6-8 1-7 69 6 7-a 64 121H - _ s._ •• _X7_7•_ ! - fl_ 14 102 151!2" 90 6 _�§ 9 6_ 10 6-B 108" 6 % 6 10-1 t0 6-8 I vi' 1 120 I7 108 _—jj-- u _ 1 -J7 „ —J 7 /2 2 ° 138 17 /z 126 44 1 ___ Ems- _.lir __15 - 8 32T_ 13 u 145 • Manhole shaft shall be 4--d- and Junction Structure bottom width shall be increased to 4'-0" minimum ' when M- 15 Use Std, Plan 504 with 6" thick rings when M> 15 D Dors Holl be placed 7'o.c. E bars shall be paced 4"alt. Tie bars stall lx • 4 sgced 16'ac or closer. when L is greater than 5-fi'n speof-ed on improvement an. continue D bars or 6 oc Lengths shown in table ore for longest bars. Where shorter bps are required, bend 1 nm to meet held requirements. ' GENERAL NOTES I. CENTER OF MANHOLE SHAFT shall be located over center line of storm drom when diameter DI Is 46' of less, in which pose place E but symmelrically around shaft lel 45° .nth center line. 2. LENGTH L may be increased one (I)foot max.of each end to meet pipe ends Continue D bars at 3°o.c. 3 DETAIL kR when deptn of manhole from sliest erode to top of but is less than 2-10 6e2' for pored Streets or 3-6 tar unpaved streets, construct monolithic shaft as per delod M. When diameter D ' ,s 46' ar lets, center of short shall be looted at per note 2. 4, THICKNESS OF DECK Shall vary when necessary to provide level pipe Hat, but shall not be less than tabular values far T, as shown In above table. 1 5 REINFORCING STEEL shall be routs, deformed bore, I 1/2•' clear from face of concrete unless otharwiN Shown. Sires and lengths are shown in above table. 6 STEPS shall be 3o4' rouna, gavonued steel oral ancho tiq cep lass than 6" In the nous of the structure and shall pro ect a min.of 4 Inches from point of embedment. 7 RINGS, REDUCER, AND PIPE for OCI Shaft shall be seated in Jit mortar and heoey pointed or wiped nude the Shan 6. STATIONS of manhole shown an Improvement pr apply at anter of shaft• 9. FLOOR of manhole shall be stee,-troweled to springing line 10. 80DY of monhole shall be Constructed in one cont,nuous aperotgn,exCSpt that Contractor Mall have the option of placing a Construction joint with a longitudinal keyway at the springing line. ' 11, Deleted 12. For pipe sizes not shown, use tabled values far next larger pipe. ' Use Junction Structure Type II for outlet pipe diameters of 42" or greater and m(et pipe diameters of 30 or less. ORANGE COUNTY ENVIRONMENTAL ' E ENT GENCY -- STD. PLAN Approved GgLS A p/son, dsti slam! Q%AClar 311 ' Adopted: Res. 77-92. Revised: i JUNCTION STRUCTURE- TYPE U SHEET 2 OF 2 1 }=4 J•eon,4'-a"lan 3"0 C. Opeonaifun prey S.ol a .� y to oaemonai ears 6"0 C. ?"..�. y!..'.. F.J to iMid. ye5a et wannow 4n1,/y ; 1Fr Fri •ty/ccc` �R•3" .O eorr P '+ L p roear. c. I- _� 2- J �r $ta t ,7 err -•. /—�� .�+.�• ,_-..., � � 3=Deer �.—. III e .lotion � Eierat inn - .p Ti.be �w ; 1 LONGITUDINAL SECTION a Sta. '0'eary ' eora a'o.c ''n'a' Svs.r Q'.de •nnor,,baceto , fp.r S..,, P, .'+aoe - I T I ;:I or so.,• 3'-0" T Coacryly rin an Sta. I —�- ilnawea d36' i Sid Pony Ir. .r 3,004 .-_- 9�- - _}Z'; w 6.. M ([ ' I M. 2 Yin Il.rwra I', t- .3' e'+itn vnpar+e aryyty PLAN ueeI..IFFed a FOR �.I Snan Not Shown 17-1, .T..ear. Ir` - F eply I Te I�T ! =--� -o-re"J c eotn+eryrto ey SECTION G•G SECTION N-M-P-O Yie+Re.5'1Ito e."o"..cy of moon o4_ ' '! Slrnr grade to Voady T,FOR 0".AFT Manhole frame and Cuter 6" I �[,.Crete ringa SEAT,FOR NOT WHEN per Std. Pion 000 �•7 IZ'0 / er Srd. Plan 502 TOP is NUT cE VC Omit this ste0I - H !or -- 5 in pared streeh—� rF r it t H oar !Far unared atnets Ib JS 1-4• for pined strew, 2-2' for unpaved 51,001, + �-4'•� ,,;5• • Variable V --L fi--1 E have 4 —D Dura y . tT ' I TAR1 E OF SAR SIZES Round h ` r03 r0ges pito TED OM PPO I _ l0 e &&.as... Dar F a." 42=a4 'e�3 •ems" ti Mao" -�4-rT� T Reinforce floor /or pees 1 greatN than 60' diameter t DETAIL M ORANGE COUNTY ENVIRONMENTAL �NT E! II 4 STD- PLAN Approved (((�� C H N 130n, A1slstont Director 312 Adopted: Res. 77-92 Revised J JUNCTION STRUCTURE TYPE III SHEET I OF 2 ( -ABLEOF VALUES FOR f AND T 02 f tT + a6" • to 4 VY ! at" Do 24 a 46" a 7" / 40" So d' s1" a tY 6w 64" t » a /7• all(' »• To go- aw 4; __7Tk $3, 10" 4a' 7V ti" Oh a Dine E%/t" 10 I' • j CFO 72" it' 64 a• 7a" IMC' 57" 641' 84" '01, 60' 61 Bt60 Ln g0" 13 63, 10" (Sgt %S" 14' be lot " 102" 13Ile" 66" 10%* lot le 72" W ' 114' N V2' 7e" II ' 120" 17' 84" 12 V2" 126" 17' 90" 13 Wi 132' 17 V2" M" 14' 13/" 17 V2• 102' 13 V2- 144' 19" logo 16' 114" 16 V2" 120" 17" ' 26' 17 132' 17 V2" 136" 17 W" 44' Im" NOTES I-VALUES for A,B,C,D.,Dy, ENralronR mod Elo.olio.Sweetaimeopyne. Tate of selves for f.,it T Raises. 2-LATERALS: If btpral,Inter path 4.44.of Pial.off..*tools shelf•hall be Iaeafad on aide racuune she $Mail., lateral. 3-CENTER OF MANHOLE SHAFT Stall be 1*cotee over&motor line of ' Storm Drain lift., D,IS 46"ar Ino, In this cera place 4-EJoro symmNneelty or*." ,all 430 n/A unto pR,. 4-LENGTH N IMnetiO, ,Ir.cf.re meY be ,Released at ssiles to macf p4• arta,out any thane• In location N a,., must be 0polovod by the A....font Director,Derelopr4MH. E-DETAIL M who.aaptn ar...sole from$treat to ' top sl IMedfi.n structure ie bac tt an 2'-10 N'tet►ave1 mu to or 3'-S"for unpaved 0110,16,conat(.Cf manellfhla ,halt FSI Dalai]" Censer Mefi..of $Poll •8 per 0e1.u1Y for any depth of menhsIn Is opfienol whoo D,IS ac"SI lo,s,anter of Shoff Sall ►S located a w stale 3 I e-REINFORCING STEEL straight are, I K alter of fee*of oonarela ' units She.. otherwise Tie pare lsoll Shop spaced Ia"o.0841910 ar close I. steal schedule eNNrodon flan. @ 7-EMBEDMENT'Phi ll 6e 3"for 0a66"or los*940 a for DNrar» 141TE►4 shall be SN"uvr4 galvanise Otool,End Anchor"nN Ise than fi of Ihaaaus of thaslruchp* 7nd Shall aropct 0 m.imum of 4 ire"a hon point of a.e"nMMll.UNore Sol OW-1 he •pea Ino shall 6e 16'N .In 17-ac ac ,. Th.Invest stop the.nut be mars the.2 Mn spare IM IRIor6 ' "INOB,REDVCER,AND PIPE for *aese. Shoff well be ,Nod In 1:2 .Is molt., and nut@, painted N v1►ad Inside Shoff. ID-ftp OR N IunNlac structure shall be steel ftese14d N spite,line. 1f-soov of1..0lion str.ef.ra,i"'IM4Ino S o.(,ellell 60 co"afroil*dis *.a eanrin.oueeperebon,sae Pt foot a ton81r.u1en faint at on. acrlat lime,rite 16.011.41.01$esachts earmitl I2-ELEVATION'/ q/Ilse of enter N men Ila en V*ImopIIn.N Inv 11 $Pur. ' ORANGE COUNTY ENVIRONMENTALN N ENCY STO. PLAIN Appftr.d 3 12 C.R. /son, Ass!/Ianl DirpNor iAdopted: Res 77-92 Revised: JUNCTION STRUCTURE - TYPE III SHEET 2 OF 2 1 X�(—Come'iarnl ,� —( of lateral i �4 Ban, I c. l r 1- - �9 Ban, IB•o.c. I � Dern tori mall E T j,_ i wawa rnosmn B 1 EI a 42•or ol Q (Typ.path Sides).�• � �i� �•1 Bars, 1B•w4 t �I \` pets.ori ua IS.WarWarmora rt !!{ 31 y.R,d— a4 Ban. SECTION Y-Y f ' X r I — IB'sonys* t L' � i Station E -'g I =�-—FW son W Ban (B•• we s) / �'2-N Ban, An Red us n 4'sec. (Sen Mh 7) • 7 Ippl. � / -D Bon TF Bon 7- DBE Bon edges 64 T8ons 3J IB•0.4 I I v R Sto. it, I Else. S \ ..-E 2-G Bang .` 4'0.4` Grade lith L1E -Undisturbed earth \Coast pier ,� a •,� yr ---Boce011 �.' (Set "fee) - No.or esrstmg--/ z_W Bars Construction PLAN SECTION X-X ' T NOTES far dtmamnE Oar vies I. Junction Structure No.2 may be used when Be 96•or lose, Angle A•30•ar B T o 6 more, barrel width of the R.C.B. is 201t. or lees, and mist ower R.CB is (inches) (inches) u n loft or Jose. 2 4 2. values o/ B,C, Anglo A, eNeotions R and S, and Station Points an as Shorn IS on ter plans. to ' 3. Ail stool reinforcement shall be 1%t• clear unless otherwise eat•d. -_21 _ —� d 24 6 00 4. For pips aces not shorn,use tabled eaes ter er sent lergpipe. 27 6 _ • go 5. W bars sre of size and spacing specified fey wall stool on plan, and so 6 : ' shall be cut in center of opening and beat into top and bottom of 33 8 junction structure. 36 8 39 8 6. Floor o1 junction structure shall be steel trooped to spr nglmt. 42 _ a 45 B 7. Radius Tories from 3' at angle A•90• to radius•B(36'mos.) when angle K B ' A•45•or Itet. 31 10 S. Mrlal fill under treasury with sJowy age—- 1%I Seeks ►.C./C.Y deaths light be 54 10 4 57 10 6 •mated if sareetwo is New ee undisturbed earth to •ism dmlo wall 66 _ 10 jp 66 69 _I_ 72 12 78 It ' 94 90 l4 S6 l4 • j•' ORANGE COUNTY ENVIRONMENTAL AANAGkIOEN/T1 AGENCY STD. PLAN Approved �- . �� o- .A-IX MLS G A. Nd7s , AsndFOM Director 314 Adopted: Rea 77-92. Revised: Rea. 76-791 JUNCTION STRUCTURE TYPE 3Z SHEET I of I n ie a/r1 aeifarcod concrete a cn.p Cement mortes ' t�mlh. SM Note 5 4 I r m --.r )'Rod., _- II 1 ASN.+wee � b t � � � E_Iler�S s Sock/al w evf etatfon + 41' Pipe peddaq ` PLAN Wdistaasd earth SECTION A-A CASE 1 s�- i --Romfaced concrete _- - ---- - ' a cmp f2 Wirt stracflw. BaCHill �� pD � 8. 1 y - Concrete encasement Pipe padding - 1- 3•R°dwe Yin ` Su Note S O ' SECTION B—B ' AC SE 2 NOTES ' I. All aorrupaM mea Nae and fittings Mall M pepenlaed. 2. Angle A spall be shown on pans and Mall M between 450 and 900. ated a Moll M N"or lege. In no case shall the oulsids diameter of the inlet pipe eaaeed ane-hod the nude diameter of the main florin drain. 4. If Angle B is 45 degrees or Nss, use Cosa I. If Angle B is 7 goorfill wnh Nary Contemn, minimum ljii exsa greater than 45 degrees, use Case 2. PC/CX. 5. Center Ile of inlet shall be M rads of Ino. Nam drain °scoot wove Elevation 5 Is shown M project drawings 6 The opening oda the main storm drain sMh W Me ansids diameter of the mist "A pen 1 mitwrlum of V maximum ORANGE COUNTY ENVIRONMENTAL JEANGrfMINT AGENCY STD. PLAN Approved ,�- JYl ,pt C R. #&/sad A»isJonJ Director I Adopted: Ree. 77.92 Revised: Res. 78-791 JUNCTION STRUCTURE - TYPE SHEET I OF ' —e4 at 12" 0 0 t I . \\ ]C. i Normal joint .� -4 Space t 4at12' r PLAN - CUT No. 1 Saw the tube at an angle of"Ad'vlith the trawree Plot*.Rations one section and tope both sections together,forming the deflection angle'A. _ Pipe - CUT No.2.Sow the tube longitudina l IY.removing a ship 3.14(Do-D,)inches orr•mdles — Annular wide on the side opposite the open pint. Bend the ends of the cut Interior wdocv- space together and insert the tube in the Pipe. of Pipe DETAIL A TYPICAL JOINT FOR REINFORCED CONCRETE PIPE ,_"mm_ Cut No I TABLE D7 L T PERMITTED I Cut No ` finches) (inches) (inches) DEFLECTION.4 line 12 122-14' 4 d o, IS 12 I•Ss 18 12 5 _ L404 90' 21 12 3 r Cul No 24 2/ � 12 6 � 1.20' � line 27+ i2 T r 1.13' I- 30 12 7 .I.Or i Cut Na.2 33 b 8 _ f•OI' 6'tmn 36 is 9 I.O' 39 b 1 9 h•09` 3.14 (4-4) 12 N 9 t 1.05. _ 45 is t io 1 i�o1 DETAIL B fie e _ 10 31 s) 10 0'SS' (Sono-Tube,w hi eaual,mrvr form) 54 Ie 10 _ 0'32' 57 19 10 0.49' 6 21 11 i P45 t 666 21 11 O.4'�J i f ORANGE COUNTY ENVIRONMENTAL MA GJJEJT' A ENCY STD. PLAN Approved N iIC -. Nj�a_> C.R Ne , Assistant Director I as 77-92 i AREI NRFORCEDeVECONCRETE COLLAR 9NEET I OF 2 i t 1 i Cantered an, ! 2'.-! L- -Sae nom 4 rain section :.� 2 ,i_' i_-- - --Chansel tau wrap"a side only ---Longitudinal reinforcing bars DOWEL invert-Pima'e'(Tea.) aaponsrun form mat'I. 2' --Soo tote 4 walls-coat with coring (typJ compound only, . �-Channel face r I___Longrtud."1 reinforcing bars r EXPANSION I: e Sae tote 4 ' 214�Dra— Longiludmal reinforcing bars Channel tote CONSTRUCTION NOTES I. Expansion joints shat l be used for R C.Channel at intervals not loss than 10'or more than 50' unless otherwise noted ?.All joints shall be in the some plane for the entire structtwe and on the radial for curved sections. No stoppering of joints will be permitted 3.Construction joints shall be used for R C.box culverts at intervals not lose than to' or more than 50' unless otherwise noted. }r 4. Joint finish for channel foe* shall be chamhis ed 1/2a on walls and founded with edger toot on invert. S Doral joints shall be located as shown on plans. ORANGE COUNTY ENVIRONMENTAL M�j,;P} 1 NT A` Efe NCY STD. PLAN Approved s e ftI V G R Ne/son, AssistantDirector Adopted Ros. 77-92 Revised: TRANSVERSE JOINT DETAILS SHEET I of I 1 I 4 i 1 t I f f BACKFILL UNLESS OTHERWISE /DEEP IONAL TRENCH SIDE SLOPE FOR ' SPECIFIED TRENCHES OR UNSTABLE SOIL 1 MIN. W UNDISTURBED EARTH—►j ' ' BEDDING B SPRINGLINE 12 OD.MIN. 4° MIN. OPTIONAL EXCAVATION LINE O.D.-SLURRYII SACKS PC.2Y I ••1 OPTION OF CONTR CTOR •• I 112 O.D. 4!'MIN� ' BEDDING A .40A MIN. RCP(SEE NOTE S SHOWN TO SUPPORT a 1 ' t 1 t i ' ORANGE COUNTY ENVIRONMENTAL "NA RJNT AGENCY STD. PLAN Approved C.R. AY/son, � Assistant Director 319 Adopted: Ree. 77-92 Re•1see�� Res. 78-791 BEDDING DETAIL SHEET I of 2 xorEs:i 1. Bedding A shall be composed of sand, No. 3 or No. 4 crushed rock or gravel per Standard Specifications or other granular material-as may be specified or approved by the Engineer. 2. Bedding B shall be composed of sand or other granular material as may be specified or approved by the Engineer and shall conform to Section 306-1.2.1 of the Standard Specifications. 3. Bedding B shall be,-compacted to a relative compaction of not less than 90 percent unless otherwise specified. 4. Bedding B shall be placed in two or more lifts for O.D. greater than 60 inches. 5. Backfill shall be per Section 306-1.3 of the Standard Specifications. 6. Where the cover is 8 feet or less, "W" must be greater than or equal to 6 inches. Where the cover is greater than 8 feet, "W" must be between 6 and 10 inches inclusive for pipes up to and including 96 inches in diameter. For pipes over 96 inches in diameter, "?P' must j be between 6 and 12 inches inclusive. 7. "W" shall include the thickness of any shoring. ; 8. Shoring shall be a minimum of 6 inches from the pipe at springline. 9. An improved bedding method shall be submitted to the Engineer for any k "W" other than that permitted in note 6. , Y 10. The trench bottom shall be shaped as shown, or the contractor, at hie option may choose not to screed bedding "A" in which case, the pipe shall be backfilled to a depth of 1/4 O.D. with trench backfill slurry at his expense. , L I } r I I ORANGE COUNTY ENVIRONMENTAL AGFA NT A NCY STD. PLAN App 6d eG�' f C.R. dson, Ass/a/onl O/nelor 319 Adopted: Ree. 77-92. Revised' EMING�JBDETAIL $MEET 2 of 2 OMER '.1 rf Post bolt slot 27114"t 7Ve"= f f I' 9" 6{4" 21 Vi�� 12'-6"+ 12,-6"► 1 f par Dalt slot 12 W Lap-tet 1d'L e i ' e . 11, . i� s •i iel _ 111 I� — .� -- e i e 1=— i • - 4Vi IB" �aD n dietrion 4* w of traMie t 1 2. 6'-3TrmimI s.et"m tapped an d • 'al bridge approaches traffic fop of LI 6th" — tet INSTALLATION 124' Concrete (fa6 W NOTES steal post only) 12"�" - -— — = - — tion *J I. Guard Railing flares at bridge approaches shill have Sri ru ro°aeshipment a minimum radius of 150. TERMINAL SECTION 2. All dimensions ore subject to manufacturing tolerances. Symmetrical about 'Me"R I �f IIS' Neutral ,' I I��I axe �_I Ih"� �3Ve° I ts R 1 12 pa. Viso. VWOwl shaddK Button Mad (f; 12�4" SPLICE BOLT 9 NUT i SECTION THROUGH RAIL ELEMENT Post bolt Similar except lenom #. 12 IN' NOTE: Set stwl rail- a: -� pat in 9"did.hole � 4y6"--4 h" 2" 3" B fill with Concrete B"xg"x4-I l° 3A"x 21h" Slot D.F. wood post _W da. U boas O I O I � sh" ad.eon I Cut a.b _ - - waw o � I I I o at sem'■1 Ole" 6"xd'xl'-2" DF.wood block (may be eliminated W6x25x4�-II" Siotted holes whin axed per Sed.plain 401)ABB-ANAENT F RAIL SPLICE ORANGE COUNTY ENVIRONMENTAL �IIJfJ NT GENCY STD. PLAN Approved (�. - C. R 403 . ./son A..ialoal Director Adopted: Res. 77-92. Revised: 1 METAL BEAM GUARD RAILING SHEET I of I 1 .080 THICK 1 -- - -�---- Y4"D14 HOLE _ Ti' 4. ;e. 1 4ROa tGREEN BACKGROUND $ 7 letter ��r/y/� -+— SILVER LETTERS 1Y t _ U 3�� lettere -� --- - .080 THICK — - - '[REINFORCING RIBS CENTER RIB _L OPTIONAL Z4 min. 36 T e. B 1 GREEN BACKGROUND n�/n^ �/r'' i I�f r l..J 1.Jetrers 6' �_ i y - - - --- - _ — _SILVER LETTERS Lo�o1S1NaR1e -� INTERLOCK TO 1 PREVENT ROTATION PLACE S'MOUND B FILL,EKCEPT,IN t ARTER(q }' ULTIMATE PARKWAY L NAIVE C ♦ 2 6 21/2"I.D. GALVANIZED PIPE, 10'LONG --94 B•• f ' MOUNTING DETAIL FOOTING DETAIL See Sheet 2 for Notes A, B, ono C. ORANGE COUNTY ENVIRONMENTAL M/AAE TNA ENIENT AGENCY STD, PLAN Approved �•„ 'l ` �._ I Adopted: Ru. 77-92. Revised Res. 78-791 CR. ft,_o As;,varw a erra 407 STREET NAME SIGN SHEET 1 OF 3 i I NOTES 1. Exact location of street name signs to be shown on tract improvement plans or county street improvement plans. See sheet 3 for placement criteria. See sheet 3 for Street Name Sign Notes. 2. Aluminum or for all components shall conform to specifications published by the Aluminum Association. 3. The 9" sign shall face arterial traffic; the 6" sign shall face local street traffic. A. 5/8" x 18" galvanized mild steel carriage bolt for 6" and 9" sign combination. Use a 5/8" x 15" carriage bolt for 6" and 6" sign_ combination. Use a 5/8" x 21" r carriage bolt for 9" and 9" sign combination. B. Ornamental top and center across saddle shall be anodized and cast from aluminum - - casting alloy 319. C. JS-1 Street Assembly. SIZE The signs shall be in two sizes: 1. For traffic on local streets the length of the sign face shall be in six-inch multiples from 24 inches to 36 inches. 2. For traffic on arterial streets the length of the sign face shall be i in six-inch multiples from 24 inches to 42 inches. The sign shall ` have reinforcing ribs or cross members to retain the rigidity of the pieces. a FISISH a ills} A, . Sign face shall be of wide angle, smooth surface reflective sheeting, conforming to Federal Specification L-S-300A classification 1.2 Type I (Class 1 or 2) Table II reflectivity 1. Legend shall be silver with reverse screen green background. Sheeting shall be bonded to reflective aluminum alloy sign blanks and be of the same shape and size. 'LETTERING The size of the lettering depends upon the width of the sign blank. 1. The 6-inch-width sign shall have 4-inch capital letters. 2. The 9-inch-width sign shall have 5-inch capital letters and 3-3/4-inch lower case letters. ? � 3. The street name shall be centered on the sign face. 4. Street name prefixes (such as Calle, Camino) shall be shown in 2-inch capital letters; street name suffixes (such as Drive, Street, Road), and block numbers shall not be shown. i . ORANGE COUNTY ENVIRONMENTAL MAANAE/MJENT AGENCY STD. PLAN �R Aw,/Z_ 4sys,on, Dwecfn 407 ' Aaoo�ed: Raa. 77-92. Revise;; Ria. 78-791 SPECIAL PROVISIONS- STREET NAME SIGN SHEET 2 OF 3 4 1 � Local Strom N Local Strom FulI pork .lay sdee' 4l a vk s, adjacent bhd i 2�-4 Arterial Street ii It park-0y sideeralk LEGEND D=Two 6" sign A=One G"sign and one 9"sign •=Two 9"signs [ NOTES= 1. See Sheet I and 2 for Street Name Sign details and notes. 2. The 9" sign shall face arterial traffic;the 6"shall face local street. 3. Street Nome Sign shall be placed at the near right approach of major traffic flow. 4. One sign shall be placed at the intersection of two local streets. I 5. Two sign stroll be placed at the intersection of an arterial street with a local street 6. Four signs shall be placed at the intersection of two arterial streets. ORANGE COUNTY ENVIRONMENTAL M AG M NT AGENCY STD PLAN Approved 407 C R Nilson, Assistant DinUor Adopted! Res 77. 1016. Revisef STREET NAME SIGN SWEET 3 OF 3 End Rest Line Post Line seen VL 14/4 coamp. binx;* Res Auai sent cimmind hm 10 in 4_ OF-WAY ELEVATION 8T OR CORNER. Teems- Well (t")— J. - imes, Line Post ftll Post canp We" be, ItYPJ- wt tMp IV am faaw, arimmul I" RIGHT-OF-WAY ELEVATION AT SLOPE OR LINE CHANGE _C;mnio, PW End Feet, Do'-d* aws, species Ow Tenses, W" (typ).-- ,PON—*WA_ N Puff ,Lm".I IVH aeP be (tyR)—, Fill w Inessm will see fabrk- 12 CHANNEL WALL ELEVATION AT HEADWALL ORANGE COUNTY ENVIRONMENTAL M�141AG E M kNT ENCY STD. PLAN Approved _k - .'Z- - '' C.A Nelson, —Assistant Director 412 Adopted: Res 77-92. Revised Res. 78-791 CHAIN LINK FENCE AND GATES SMEET I OF 4 sell Ill --En aro ttyp.l __um„ feY 1'144 conn baee ,Lm Allx. 7&&im 8Ye Irywll • inMrfi (fyW 1_ Em Of MNwll- HEADWALL FENCE ELEVATION -Eye eaa tlypl wl sal . Q go." Yd Al •` � '• h�4' caalp WON, .. . /. -8011 212• J Oahe end Nclien- ti.- ,�i IM ��h prer�erwl IplacedNerFluxlym� I �� pMl fill d ell_ X' f.,, ..`l Lne Ibet .} j dl line fa0n0.I-- 1 T l � I Is " coal Oroee :!!..:', r. _Te a race-w10 IaMc l and POO w10 u b and (w 1 mown-.� 'i I � '", I IRS 1r w uNa�Danl e�lelae an loaUNy side , M .�Y •... i- ••,{:Asi��'�CwllcarceeN-medI U feb¢ beN Nl •� l _ ••�•"' Y'j y`,� �"pdeadly , 1 w I;. -- li , - •S•. 1 Canerde bNye dM- Yi. ni - Coe df 8p010ren Post, olds flows 15.50 1 -lr _12- c waft apt mn 1 ' 12 _Vanes )! 1 I BRIDGE GUARDRAIL AND FENCE ELEVATION SECTION O Leets IMI ._so" abler N boa w {Iw"eWt b Woe al All - `-]A' wuvtl piece `i / Mbn MI. All cele Namef Mall W I V2"mm. .. _ VYM ___ _ f 1 od MM. pipe /��T 6010 � y / 1 EN 6efN1 dill 1 N� GUSSETl YO &GALE �•.• ^'f'�� ..,1_ -3�/ro•8 t I . T 1 T-' T n/2 18� -!W W. m 12� Neel %owese, ba, &tdte r':Fw-------- 1 ^t I I TYPICAL DOUBLE FRAME GATE DETAIL . ORANGE COUNTY ENVIRONMENTAL MANAG MENT AGENCY STD. PLAN § C.Res No,loft, Assistant Vireefor 41 2 77-92. vissi: Res. 0-791 CHAIN LINK R&FENCE TAND GATES SHEET 2 OF 4 •�- CRAIN LINK FENCING NOTES 1. All materials and fittings shall be new, and all ferrous materials shall be galvanized. Posts shall be fitted with top which fits securely over the posts and may carry a top rail where specified. 7. The fabric shall be 11-gage for all fence less than 60 inches (1.5m) and shall be 9-gage for all fence 60 inches (1.5m) in height or more. All chain link fabric shall be woven into approximately 2-inch (50.8mm) mesh and galvanized after fabrication. 3. The following sizes (inside diameter) and weights of pipe shall be used: Item 60" Wt./Ft. 72" Wt./Ft. End, Corner and Slope Posts 2" 3.65 2' " 5.79 Line Posts 1'Y" 2.72 2" 3.65 1 Top Rail and Comp. Braces lti" 2.27 14" 2.27 Gate Posts Diameter Wt./Ft. 4' Gate and all Latch Posts 2" 3.65 Over 6' under 13" 31�" 9.11 Over 13' under 18' 6" 18.97 Over 18" 8" 24.70 Frame for Gates 1'-y' 2.72 Stiffeners for Gates 1'z" 2.27 4. Post lengths shall be as follows: Type Location 60" 72" �• Line Posts R/W 7'-3" 8'-9" Channel or Headwall 6'-3" 7'-3" with top rail Corner, End, Pull R/W 7'-9" 8'-9" ' Posts, 4' Gate and Channel or Headwall 6'-9" 7'-9" Latch Posts I Gate Posts R/W 8'-3" 9'-3" 5. Ground shall be graded before fence construction begins. Localized ground depressions remaining that are more than 3 inches deep shall be eliminated ' f by properly placing compacted fill or, if approved by the Engineer, may be neutralized by ?lacing additional fabric and posts. 6. Concrete shall conform to Standard Specification 201-1 and shall be crowned Ifor one '.nch above ground. ORANGE COUNTY ENVIRONMENTAL MAN GEMENT AGENCY STD. PLAN ADorovetl e.rz - . ' AooDietl; Ree. 77-92. Reviee0l Rae. 78'791 AWsm Ass,stow OWft-t� 412 CHAIN LINK FENCE AND GATES SHEET 3 oFa f>' i. ICHAIN LINK FENCING NOTES (Cont'd) 7. Lightweight metal inserts shall be sheet metal tube with I.D. 3/4" greater than post O.D. Grout posts with neat grout of one part cement to two parts water or, if approved by the Engineer, with sulphur. 8. Place pull posts at 300' intervals and at abrupt changes in grade. Place corner posts at changes in line where deflection angle is more than 5 degrees. 9. Brace corner and pull posts in two directions and end posts in one direction. 10. End fabric with tension bar (1/4" x 3/4" min.) of correct length. Attach bar to posts with stretcher bands (1/8" x 3/4" min.) at 12" O.C. 11. Attach chain link fabric to top and bottom 7 gage tension wires with 12 gage hog rings at 18" O.C. Attach chain link fabric to posts with 9 gage wire ties at 12" O.C. and to braces with 9 gage wire ties at 18" O.C. 12. The fencing on bridges, headwalls and wingwalls shall be installed in such a manner that there are no openings or gaps which in the opinion of the Engineer - ' could be hazardous. 13. Unless otherwise rtrected, construct fence with fabric 0.2' inside R/W line. At R/W monuments, straddle monument with posts set 2.5' away from monument. 14. See Standard Plan 117 for location restrictions at intersections. 15. Gates: j Type Width Footing Single Panel to 8'-11" 16" dia. Double Panel 9'-0" to 16'-0" 18" dia. ty'' Triple Panel 16'-l" to 21'-0" 18" dia. L i � i ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STD. PLAN Approved a �/La i Wson , a;„s ow L:ftYa 412 ' 000ptedl Rea 77-92 Revived: Ree. 78-791 CHAIN LINK FENCE AND GATES SNEET4 OFa a .- (a here Ys"Imp.e•ep.of rise Shawn an photo fpr / hanereM w,,I,e7 par animation. Q_ I --Manhole Name and ewer j I Fresh erode 8e.Plan 50e _ Steeliness end exon_ Manhole Mm shollbs level Ip nedacsr.sfi Flan 5503 _ _ I mo oa nmm Mon Center,"ro I i T I I 1 type at Manhole MNd.— _ is Mae .....� It III Slee x0 I be as M om an l ne steel nmol oto as moan on pone ave Mme! }III IM addition of(1) can an W Q I side of manhole %W11 that oma MM Under ehalh "I show •7 mrmmam .ac.m PLAN e0.,v'M"` i. conc.bee pandmt.Mel omined.-� ZS 7 0 J Section A-A Section 8-B (Top sloe only) NN—ES If ; I. Manhole shaft centerlinse ON shown on Plans. 2. All reinforcing stn) shown shell W placed in bottom fou only. 3 See Std. Plan 507 for stop placement and embedment details 4 All alvei rsinforcomiteshell bs one and ane-half(11/2") itch clear, union otherwise now 31 5. When depth Y from street prods to by of manhole seat is less than 2'-10 1/2"in paved streets or 35-8" In unpaved streets, construct 2'diametsr shaft using concrete rings as per Std.Plan 502, otherwise construct 3! diameter she" a. as show on this P1aR ORANGE COUNTY ENVIRONMENTAL MGE AGESTD. PLAN Approved _/ .� N Y C.N. Ndsd , A istunt Director 506 Adopted: Res. 77-92 Revised! R. C. BOX MANHOLE SHM ' of �a S16ACE 7r81lAiIP Ir Mmt.e • The maximum dwhaa from wrfaos Rade1q L No fist slap dull bs 17': z4, In 3"or 5" ls«Not.0 16 M� 36"IA or greater y s TYPICAL MANHOLE i . i. 14 11V 1 =� F r or er 1. See Plan 504502,503,504,505 or 506 for Manhole Step spacing and placement. 2 Steps 7in length shall be used n 24'LD.units. Steps 71„in length shall be used in 36':LD.units. ' Steps 8 in length shall be used n 48 Q units. 3. Material shill be 3/a' 0 steel conforming to ASTM. A575,A576, or A615, galvanized after fabrication in accordance with ASTM. A123. ' 4, Stage Shall have a minimum of 4 inch projection from point of embedment and a minimum of 31'a badment ORANGE COUNTY ENVIRONMENTAL MA GEEyi�tJ� G CY STD. PLAN Approved —/yam/.7//�eyrN+C C.R. Me/son, IRstrlont Oiroctor 07 Adopted: Res. 77-92 Revised, j MANHOLE STEPS SHEET 1 of 1 27x I"Diamond mat Liftin Slot V8"deep Locking Devices In parkway orgy) 1 I 2 (two) 3/4" socket -- ------- SD 1�/4"--- - -- I Allen head set screws installed with teflontaps. r' Pick Hole- 3J. -Clear Opening s� NOTES 1, For 22" parkway manhole opening use Alhambra Foundry A-1531 (galvanized) or equal with locking devices. Approximate shipping weight (frame 9 cover)=130 IbF 2. For 36" parkway manhole opening use Alhambra Foundry A-1261-4 (galvanized)or aqua)with locking devices. Approximate shipping weight (from 9 cover)=575 lbs. 3. For 24" traffic manhole opening use Alhambra Foundry A-1254 or equal without locking devices. ! Approximate shipping weight (frame 9 cover)=315 lbs. 4. For 36" traffic manhole opening use Alhambra Foundry A-1251.4 or equal without locking devices. ' Approximate shipping weight (frame d cover)=575 lbs. ' ORANGE COUNTY ENVIRONMENTAL - ff 4GF9l��%m STQ PLAN Approved { [ C R Nelon, srstont O/rector 508 0 ^ Adopted= Res. 77-92. ReviaeE� �Vl TV( 1 MANHOLE FRAME 81 COVER SHM I Of I 1 1 ' BI ZAZ BlMANAN 0S A&KEATI(S 1 Proposal #2036 February 15, 1980 John Thomas P.O. Box 7698 Newport Beach, CA 92660 1 Window Covering 1 Mini Blind color: Cream_ 103'31" x 59" $184.00 6% tax 11.04 Total $195.04 Please sign this original and return with your deposit of $97.52 to initiate order and retain copy for your records. Delivery: Approx. 2 weeks after reciept of deposit. ' Thankyou, 1 BARBAP# BUCHMAN & ASSOCIATES John Thomas ' 2070 Quail f icwport Bcack Cali fonva 92660