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0760-65_Specifications_Construction of Slover Ave Sewer from Cherry Ave to Hemlock Ave
SPECIFICATIONS FOR THE CONSTRUCTION OF SLOVER AVENUE SEWER FROM CHERRY AVENUE TO HEMLOCK AVENUE BID NO. SB-57-00 PREPARED FOR CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 (909) 350-7610 PREPARED BY L.D. KING, INC. 2151 CONVENTION CENTER WAY SUITE 100B ONTARIO, CALIFORNIA 91764 PHONE: (909) 937-0200 FAX: (909) 937-0202 JUNE, 2000 These plans and specifications are the exclusive property of the OWNER and shall not be used in any manner without prior consent of the OWNER. Any reuse of these contract documents by OTHERS shall be at the other's sole risk and without liability to OWNER. SPECIFICATIONS FOR THE CONSTRUCTION OF SLOVER AVENUE SEWER FROM CHERRY AVENUE TO HEMLOCK AVENUE BID NO. SB-57-00 Prepared Under the Supervision of: MICHAEL P. THORNTON, P.E. R.C.E. 44226 Expires 06-30-01 L.D. KING, INC. )4/1,41 abt_, SIGNATURE l30)Q& DATE Approved: 2CE 40 964 Exp 3/3/03 / - 00 V2 CITY ENGINEER DATE ROBERT W. WEDDLE, P.E. Owner: SPECIFICATIONS FOR THE CONSTRUCTION OF SLOVER AVENUE SEWER FROM CHERRY AVENUE TO HEMLOCK AVENUE BID NO. SB-57-00 CITY OF FONTANA 8353 Sierra Avenue Fontana, California 92335 Phone: (909) 350-7610 Construction Gregory J. Bucknell, P.E. Manager: CITY OF FONTANA 8353 Sierra Avenue Fontana, California 92335 Phone: (909) 350-6646 Civil L.D. KING, INC. Engineer: 2151 Convention Center Way Suite 100 Ontario, California 91764 Phone: (909) 937-0200 Attention: Michael P. Thornton, P.E., P.L.S. Geotechnical LOR GEOTECHNICAL GROUP, INC. Engineer: 6121 Quail Valley Court Riverside, California 92507 Phone: (909) 653-1760 Attention: John Leuer, G.E. TABLE OF CONTENTS FOR CONSTRUCTION OF SLOVER AVENUE SEWER FROM CHERRY AVENUE TO HEMLOCK AVENUE BID NO. SB-57-00 NOTICE INVITING SEALED BIDS NB-1 - NB-2 INSTRUCTIONS TO BIDDER IB-1 - IB-5 PROPOSAL DOCUMENTS P-1 - P-17 Proposal P-1 Bidder's Information P-3 Contractor's Licensing Statement P-4 List of Subcontractors P-5 References P-6 Designator of Sureties P-7 Bid Bond P-8 All Purpose Acknowledgement P-10 Non -Collusion Affidavit P-11 Certification of Non -Discrimination by Contractors P-12 Proposal Bid Sheet P-13 Proposal P-16 Addendum No. Acknowledgment P-17 CONTRACT DOCUMENTS CA-1 - CA-20 Agreement CA-1 Contract Performance Bond CA-4 Payment Bond CA-8 General Liability Endorsement CA-12 Automobile Liability Endorsement CA-15 Worker's Compensation/Employer's Liability CA-18 GENERAL CONDITIONS GC-1 - GC-10 Scope of Work GC-1 Location of Work GC-1 Notice to Proceed GC-1 Time of Completion GC-2 Liquidated Damages GC-2 Traffic Requirements GC-2 Hazardous Materials GC-2 Utility Requirements GC-3 Utilities Service Charges 1 GC-6 TABLE OF CONTENTS (continued) Flow and Acceptance of Water GC-6 Removal of Water GC-6 Furnishing and Apply Water GC-6 Cleanup and Dust Control GC-6 Trench Safety and Sheeting, Shoring, and Bracing Excavation GC-6 Standard Specifications GC-8 Wage Rates and Labor Code Requirements GC-9 Apprentices GC-9 Clayton Act and Cartwright Act GC- 10 SPECIAL PROVISIONS SP-1 - SP-29 PART 1 - GENERAL PROVISIONS SP-1 Section 1 Terms, Definitions, Abbreviations and Symbols SP-1 1-2 Definitions SP-1 Section 2 Scope and Control of the Work SP-2 2-1 Award and Execution of Contract SP-2 2-4 Contract Bonds SP-2 2-5 Plans and Specifications SP-2 2-8 Right of Way SP-3 2-9 Surveying SP-3 Section 3 Changes in Work SP-3 3-2 Changes Initiated by the Agency SP-3 3-3 Extra Work SP-3 Section 4 Control of Materials SP-4 4-1 Materials and Workmanship SP-4 Section 5 Utilities SP-4 5-1 Location SP-4 Section 6 Prosecution, Progress and Acceptance of the Work SP-4 6-1 Construction Schedule and Commencement of Work SP-4. 6-4 Default by Contractor SP-5 6-7 Time of Completion SP-5 6-8 Completion and Acceptance SP-6 6-9 Liquidated Damages SP-6 TABLE OF CONTENTS (continued) Section 7 Responsibilities of the Contractor SP-6 7-1 Contractor's Equipment and Facilities SP-6 7-2 Labor SP-6 7-3 Liability Insurance SP-6 7-5 Permits SP-8 7-8 Project Site Maintenance SP-9 7-9 Protection and Restoration of Existing Improvements SP-9 7-10 Public Convenience and Safety SP-9 7-15 Certified Payroll Records SP-12 Section 9 Measurement and Payment SP-12 9-3 Payment SP-12 PART 2 CONSTRUCTION MATERIALS SP-13 Section 201 Concrete, Mortar, and Related Materials SP-13 201-1 Portland Cement Concrete SP-13 201-2 Reinforcement for Concrete SP-16 201-3 Expansion Joint Filler and Joint Sealants SP-16 201-4 Concrete Curing Materials SP-16 201-5 Cement Mortar SP-17 PART 3 CONSTRUCTION METHODS SP-17 Section 300 Earthwork SP-17 300-1 Clearing and Grubbing SP-17 300-2 Unclassified Excavation SP-19 300-3 Structure Excavation & Backfill SP-19 Section 301 Treated Soils, Subgrade Preparation and Placement of Base Materials SP-20 301-1 Subgrade Preparation SP-20 301-6 Soil Sterilant SP-21 Section 302 Roadway Surfacing SP-21 302-5 Asphalt Concrete Pavement SP-21 Section 303 Concrete and Masonry Construction SP-22 303-1 Concrete Structures SP-22 303-2 Air Placed Concrete SP-25 TABLE OF CONTENTS (continued) 303-5 Concrete Curbs, Walks, Gutters, Cross Gutters, Driveways and Alley Intersections SP-26 303-7 Rock Slope Protection (Rip Rap) SP-26 Section 306 Underground Conduit Construction SP-26 306-1 Open Trench Operations SP-26 306-2 Jacking Operations SP-27 306-5 Abandonment of Conduits and Structures SP-28 Section E Traffic Signing, Striping, Markings, and Markers SP-28 APPLICABLE STANDARD PLANS APPENDIX I SOILS DATA (For Reference Only) APPENDIX II TRAFFIC CONTROL MEMORANDUM APPENDIX III GENERAL PERMIT CONDITIONS AND TRENCH SPECIFICATIONS SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT APPENDIX IV UNION PACIFIC RAILROAD APPENDIX V PLANS SEPARATE DOCUMENTS 1.) SLOVER AVENUE SEWER FROM CHERRY AVENUE TO HEMLOCK AVENUE DRAWING NO. 2838, SHEET NOS. 1 THROUGH 8 NOTICE INVITING SEALED BIDS FOR CONSTRUCTION OF SLOVER AVENUE SEWER FROM CHERRY AVENUE TO HEMLOCK AVENUE BID NO. SB-57-00 PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF FONTANA, as CITY, invites sealed bids for the above stated project and will receive such bids in the offices of the City Clerk up to the hour of 10:00 a.m. on the 10th day of August, 2000, at which time they will be publicly opened and read aloud. The work of improvement consists of furnishing all materials, equipment, tools, labor, and incidentals as required by the Plans, Specifications and Contract Documents for the above stated project. The general items of work to be done hereunder consist of construction of sewers and appurtenances (complete and in place), including pavement ,removal and replacement, temporary pavement, earthwork, sewer pipe, manholes, sewer laterals, and all related work required for complete gravity sewer systems. Copies of Plans, Specifications, and Contract Documents are available from the City of Fontana (CITY), at 8353 Sierra Avenue, Fontana, California 92335, (909) 350-7610, upon payment of a Thirty-five Dollars ($35.00) non-refundable fee ($45.00 if mailed). Any questions pertaining to this project should be directed to Gregory J. Bucknell, P.E. at (909) 350-6646. Proposals must be accompanied by a proposal guarantee in the form of cash, cashier's check, a certified check or bid bond available to the CITY in the amount of at least ten -percent (10%) of the total amount bid. Any proposal not accompanied by such a guarantee will not be considered. A payment bond and a performance bond, each in an amount equal to 100 % of the total contract amount, shall be required concurrently with the execution of the contract and shall be in the form set forth in the contract documents. Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Labor Code Section 1735 requires that no discrimination be made in the employment of persons upon public works because of the race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status, or sex of such persons, except as provided in Government Code Section 12940. Compliance with the prevailing rates of wages and apprenticeship employment standards established by the State Director of Industrial Relations will be required. Affirmative action to ensure against discrimination in employment practices on the basis of race, color, national origin, ancestry, sex, or religion will also be required. The CITY hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract. NB-1 The contract documents call for monthly progress payments based upon the engineer's estimate of the percentage of work completed. The CITY will retain 10 percent of each progress payment as security for completion of the balance of the work. At the request and expense of the successful bidder, the CITY will pay the amounts so retained upon compliance with the requirements of Public Contract Code Section 22300 and the provisions of the contract documents pertaining to Substitution of Securities. Bids must be prepared on the City provided proposal forms and completely filled out in conformance with the Instructions to Bidders and all proposal forms must be submitted in a sealed envelope plainly marked on the outside "SEALED BID FOR CONSTRUCTION OF SLOVER AVENUE SEWER FROM CHERRY AVENUE TO HEMLOCK AVENUE - DO NOT OPEN WITH REGULAR MAIL". The CITY reserves the right to reject any or all bids, to waive any irregularity, to accept any bid or portion thereof, and to take all bids under advisement for a period of ninety five (95) days. At the time of contract award, the prime contractor shall possess a Class "A" contractor's license and/or any combination of Class "C" specialty contractors' license(s) sufficient to perform the work. BY ORDER OF CITY OF FONTANA Dated the 7th day of March , 2000. CITY OF FONTANA 8353 Sierra Avenue Fontana, California 92335 (909) 350-7610 NB-2 INSTRUCTIONS TO BIDDERS FOR CONSTRUCTION OF SLOVER AVENUE SEWER FROM CHERRY AVENUE TO HEMLOCK AVENUE BID NO. SB-57-00 PROPOSAL FORMS Bids shall be submitted in writing on the Proposal Forms provided by the CITY. All information requested therein must be clearly and legibly set forth in the manner and form indicated. The CITY will not consider any proposal not meeting these requirements. PROPOSAL GUARANTEE (RID BOND) Proposals must be accompanied by a proposal guarantee in the form of cash, cashier's check, a certified check or bid bond payable to the CITY in the amount of at least ten percent (10%) of the total amount bid. Any proposal not accompanied by such a guarantee will not be considered. If a bidder to whom a contract is awarded fails or refuses to execute the contract documents or furnish the required insurance policies and bonds as set forth in those documents, the proposal guarantee shall be forfeited to the CITY. The proposal guarantees of all bidders will be held until the successful bidder has properly executed all contract documents. All required bonds and insurance shall be issued by companies which are admitted surety insurers in the State of California and which have a rating of B plus 5 or better in the current edition of Best's key rating guide. The lowest responsible bidder must execute the contract documents and provide the insurance certificates and bonds no more than ten (10) days after the Notice of Award. Acceptable bond forms and insurance policy endorsements are enclosed. NON-COT,T,TTSION AFFIDAVIT Bidder shall declare that the only persons or parties interested in the proposal as principals are those named therein; that no officer, agent, or employee of the CITY is personally interested, directly or indirectly, in the proposal; that the proposal is made without connection to any other individual, firm, or corporation making a bid for the same work; and that the proposal is in all respects fair and without collusion or fraud. The Non -Collusion Affidavit shall be executed and submitted with the proposal. NON-DISCRIMINATION AFFIDAVIT Labor Codes Section 1735 requires that no discrimination be made in the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status, or sex of such persons, except as provided in Government Code Section 12940. Bidder shall declare that it does not discriminate in its employment with regard to such factors. The Non -Discrimination Affidavit (on enclosed form) shall be executed and submitted with the proposal. IB-1 PROPOSAL RID SHEET Bidders shall give unit prices for each and all of the items set forth. No aggregate bids shall be considered. The bidder shall set forth for each item of work, in clearly legible figures, a unit item price and a total for the item in the respective spaces provided for this purpose. The quantities listed in the Bid Sheets are supplied to give an indication of the general scope of work, but the accuracy of figures is not guaranteed and the bidder shall make his own estimates from the drawings. In case of a variation between the unit price and the totals shown by the bidder, the unit price will be considered to be the Bid. REJECTION OF RIDS The CITY reserves the right to reject any or all bids or waive any informality in any one or all bids received. EQUIPMENT RENTAL AND LABOR RATES Bidder shall submit a schedule of equipment rental and labor rates which may be applicable to any extra work which is performed. DELIVERY OF PROPOSAL Proposals may be mailed or delivered by messenger. However, it is the bidder's responsibility alone to ensure delivery of the proposal to the hands of the CITY's designated official prior to the bid opening hour stipulated in the "Notice Inviting Sealed Bids." Late proposals will not be considered. Proposals shall be enclosed in a sealed envelope plainly marked on the outside, "SEALED BID FOR CONSTRUCTION OF SLOVER AVENUE SEWER FROM CHERRY AVENUE TO HEMLOCK AVENUE - DO NOT OPEN WITH REGULAR MAIL." • WITHDRAWAL OF PROPOSALS A proposal may be withdrawn by a written request signed by the bidder. Such requests must be delivered to the CITY's designated official prior to the bid opening hour stipulated in the "Notice Inviting Sealed Bids". The withdrawal of a proposal will not prejudice the right of the bidder to submit a new proposal, providing there is time to do so. Proposals may not be withdrawn after said hour without forfeiture of the proposal guarantee. IRREGULAR PROPOSALS Unauthorized conditions, limitations, or provisions attached to a proposal will render it irregular and may cause its rejection. The completed proposal forms shall be without interlineation, alterations, or erasures. Alternative proposals will not be considered unless specifically requested. No oral, telegraphic, or telephonic proposal, modification, or withdrawal will be considered. TAXES No mention shall be made in the proposal of Sales Tax, Use Tax, or any other tax, as all amounts bid will be deemed and held to include any such taxes which may be applicable. IB-2 DISQUALIFICATION OF BIDDERS In the event that any bidder acting as a prime contractor has an interest in more than one proposal, all such proposals will be rejected, and the bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one bidder, and while doing so, may also submit a formal proposal as a prime contractor. At the time of contract award, the prime contractor shall possess a Class "A" contractor's license or a combination of Class "C" licenses as required to perform the work. No contract will be executed unless the bidder is licensed in accordance with the provisions of the State Business and Professions Code. INTERPRETATION OF PLANS AND DOCUMENTS If any bidder contemplates submission of a bid for the proposed contract and is in doubt as to the true meaning of any part of the plans, specifications or other proposed contract documents, or finds discrepancies in, or omissions from, the drawings or specifications, bidder may submit to Gregory J. Bucknell, P.E., (909) 350-6646 of said CITY a written request for an interpretation or correction thereof. The person submitting the request will be responsible for its prompt delivery. Any interpretation or correction of the proposed documents shall be made only by addendum duly issued and copy of such addendum will be mailed or delivered to each person receiving a set of such documents. Interpretations or corrections received within 5 days prior to bid opening will not be answered. The ENGINEER will not be responsible for any other explanation or interpretations of the proposed documents. ADDENDA OR BTTT,T.ETINS All bidders are advised as to the possibility of issuance of addenda affecting the items, scope or quantity of the work required for this project. Each bidder shall be fully responsible for informing himself as to whether or not any such addenda have been issued. The effect of all addenda to the Contract Documents shall be considered in the bid, and said addenda shall be made a part of the contract documents and shall be returned with them. Failure to cover in his bid any such addenda issued may render his bid irregular and may result in its rejection by the CITY. I.EGAT, RESPONSIBTT.TTIES All proposals must be submitted, filed, made, and executed in accordance with State and Federal laws relating to bids for contracts of this nature whether the same are expressly referred to herein or not. Any Bidder submitting a proposal shall by such action thereby agree to each and all of the terms, conditions, provisions, and requirements set forth, contemplated, and referred to in the Plans, Specifications, and Contract Documents, and to full compliance therewith. AWARD OF CONTRACT Following a review of the bids, the CITY shall determine whether to award the contract or to reject all bids. The award of contract, if made, will be to the lowest responsible Bidder as determined solely by the CITY. At the time of contract award, the successful Bidder shall hold a IB-3 Class "A" Contractors License or a combination of Class "C" license (s), as required to perform the work, issued by the State of California. Additionally, the CITY reserves the right to reject any or all proposals, to accept any bid or portion thereof, to waive any irregularity, and to take the bids under advisement for the period of time stated in the "Notice Inviting Sealed Bids", all as may be required to provide for the best interests of the CITY. In no event will an award be made until all necessary investigations are made as to the responsibility and qualifications of the Bidder to whom the award is contemplated. No bidder may withdraw his proposal for a period of ninety-five (95) days after the time set for opening thereof. However, the CITY will return all proposal guarantees within ten (10) days after the award of the contract or rejection of the bids, as the case may be, to the respective bidders whose proposals they accompany. LABOR CODE Pursuant to the provisions of Section 1773 of the Labor Code of the State of California,' the CITY has obtained the general provisions rate of per diem wages and the general prevailing rate for holiday and overtime work in this locality for each craft, classification or type of workman needed to execute the contract from the Director of the Department of Industrial Relations. These rates are on file with the CITY, and copies will be made available to any interested party on request. Travel and subsistence payments to each workman needed to execute the work shall be made as such travel and subsistence payments are • defined in the applicable collective bargaining agreements filed in accordance with Section 1773.8 of the Labor Code. The Contractor and all subcontractors shall comply with the provisions of Section 1774 of the Labor Code and other statutes relating to prevailing wages, benefits, overtime and so forth. Failure to comply with the subject section will subject the Contractor to penalty and forfeiture provisions of Section 1775 of the Labor Code. Pursuant to the provisions of Section 1770 of the Labor Code, the general prevailing rate of wages has been ascertained (which rate includes employer payments for health and welfare, vacation, pension and similar purposes) applicable to the work to be done, for straight time, overtime, Saturday, Sunday and holiday work. The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification or type of workmen concerned. The CITY will not recognize any claim for additional compensation because of the payment by the Contractor of any wage rate in excess of the prevailing wage rate set forth in the contract. The possibility of wage increases is one of the elements to be considered by the Contractor in determining his bid, and will not under any circumstances be considered as the basis of a claim against the CITY on the contract. The Contractor and subcontractors shall comply with Section 1777.6 which stipulates that it shall be unlawful to refuse to accept otherwise qualified employees as registered apprentices solely on the grounds of race, religious creed, color, national origin, ancestry, sex, or age (of such employee), except as provided in Section 3077. IB-4 WORKER'S COMPENSATION CERTIFICATE Section 3700 of the State Labor Code requires that every employer shall secure the payment compensation by either being insured against liability to pay compensation with one or more insurers or by securing a certificate of consent to self -insure from the State Director of Industrial Relations. In accordance with this section and with Section 1861 of the State Labor Code, the contractor shall sign a Compensation Insurance Certificate which is included with the Contract Agreement, and submit same to CITY along with the other required contract documents, prior to performing any work. Reimbursement for this requirement shall be considered as included in the various items of work. CLAYTON ACT AND CARTWRIGHT ACT Section 7103 of the Public Contract Code specifies that in executing a public works contract with the CITY to supply goods, services or materials, the Contractor or Subcontractor offers and agrees to assign to the CITY all rights, title and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 commencing with Sec. 16700) of Part 2 of Division 7 of the Business and Professions Code, arising from purchase of goods, services or materials pursuant to the contract or subcontract. This assignment shall become effective when the CITY tenders final payment to the Contractor without further acknowledgment by the parties. SUBSTITUTION OF SECURITIES In conformance with the State of California Public Contract Code, Section 22300, the contractor may substitute securities for any monies withheld by the CITY to ensure performance under the contract. At the request and expense of the contractor, securities equivalent to the amount withheld shall be deposited with the CITY or with a State or Federally chartered bank as the escrow agent who shall pay such monies to the contractor upon notification by CITY of Contractor's satisfactory completion of the contract. The type of securities deposited and the method of release shall be approved by the CITY'S Attorney. SUBLETTING AND SUBCONTRACTING Pursuant to the Subletting and Subcontracting Fair Practices Act (commencing with Section 4100 of the Government Code), bidders are required to list in their proposal the name and location of place of business of each subcontractor who will perform work or labor or render services in or about the construction of the work or improvement or a subcontractor who specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the Plans and Specifications in excess of 1/2 of 1% of this prime contractor's total bid. Failure to list a subcontractor for a portion of the work means that the prime contractor will do that portion of the work. It is the CITY's intent for the Subletting and Subcontracting Fair Practices Act to apply to all phases of the work. The list of subcontractors (on enclosed form) shall be executed and submitted with the proposal. IB-5 BIDDER'S NAME PROPOSAL FOR CONSTRUCTION OF SLOVER AVENUE SEWER FROM CHERRY AVENUE TO HEMLOCK AVENUE BID NO. SB-57-00 TO CITY OF FONTANA, as CITY: In accordance with CITY'S "Notice Inviting Sealed Bids", the undersigned BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals required for the above stated project as set forth in the Plans, Specifications, and Contract Documents therefor, and to perform all work in the manner and time prescribed therein. BIDDER declares that this proposal is based upon careful examination of the work site, Plans, Specifications, Instructions to Bidders, and Contract Documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with CITY at the unit and/or lump sum prices set forth in the following Proposal Bid Sheet. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to CITY of the Bid Bond accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Proposal Bid Sheet are solely for the purpose of comparing bids, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, and fees. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts. BIDDER certifies that it has visited the construction site and familiarized itself with local conditions under which the work is to be performed. Furthermore, BIDDER certifies that it will be responsible for incorporating into it's bid whatever contingencies which are discernible by a reasonable investigation. BIDDER agrees and acknowledges that it is aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for workman's compensation or to undertake self-insurance in accordance with the provisions of that code, and that the BIDDER will comply with such provisions of that code before commencing the performance of this Contract if awarded to it. BIDDER certifies that in all previous contracts or subcontracts, all reports which may have been due under the requirements of any Agency, State, or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding. P-1 BIDDER declares that the only persons or parties interested in this proposal as principals are those named herein; that no officer, agent, or employee of the CITY is personally interested, directly or indirectly, in this proposal; that this proposal is made without connection to any other individual, firm, or corporation making a bid for the same work; and that this proposal is in all respects fair and without collusion or fraud. BIDDER certifies that affirmative action has been taken to seek out and consider disadvantaged business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been carefully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded hereunder. Furthermore, BIDDER certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents. BIDDER certifies that he possesses a Class "A" or a combination of Class "C" licenses as required to perform the work. BIDDER declares that his license number is and that the license expiration date is DATED: , 20 BIDDER: BIDDER'S ADDRESS: BY: PHONE: FAX NO: TITLE: P-2 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Bidder's Name: Business Address: Telephone: Fax : State Contractor's License No. and Class: Original Date Issued: Expiration Date: The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest in this proposal: The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal are as follows: All current and prior DBA'S, alias, and/or fictitious business names for any principal having an interest in this proposal is as follows: P-3 CONTRACTOR'S LICENSING STATEMENT The undersigned certifies that bidder is licensed in accordance with the laws of the State of California providing for the registration of Contractors. Contractor's License Number: License Classification: Name of Individual Contractor (Print or type): Expiration Date: Signature of Owner: Business Address: or Name of Firm: Business Address: Name: Title: Address: Name Title: Address. or Name of Corporation: Business Address: Corporation organized under the laws of the State of Signature of President of Corp. Signature of Secretary of Corp. Date P-4 LIST OF SUBCONTRACTORS BIDDER proposes to subcontract certain portions of the work as follows: Name Under Which Subcontractor is Licensed License No. Address of Office, Mill or Shop Percent of Total Contract Specific Description of Subcontractor ALL ITEMS OF INFORMATION REQUESTED ON THIS PAGE ARE REQUIRED. BIDDERS SHALL SPECIFY EACH SUBCONTRACTOR WHO WILL PERFORM WORK OR LABOR OR RENDER SERVICE TO THE PRIME CONTRACTOR IN AN AMOUNT IN EXCESS OF ONE HALF OF ONE PERCENT (0.5%) OF THE PRIME CONTRACTOR'S TOTAL BID. FAILURE TO LIST ALL INFORMATION AS REQUESTED ABOVE MAY RESULT IN DISQUALIFICATION OF THE BID. P-5 REFERENCES The following are the names, addresses, phone numbers and contact person for three public agencies for which BIDDER has performed similar work within the past two years: NAME/TITLE: ADDRESS: PHONE: FAX: NAME/TITLE: ADDRESS: PHONE: FAX: NAME/TITLE: ADDRESS: PHONE: FAX: P-6 DESIGNATOR OF SURETIES The following are the names, addresses, and phone numbers for all brokers and sureties from whom BIDDER intends to procure insurance and bonds: NAME/TITLE: ADDRESS: PHONE: FAX: NAME/TITLE: ADDRESS: PHONE: FAX: NAME/TITLE: ADDRESS: PHONE: FAX: P-7 BID BOND FOR CONSTRUCTION OF SLOVER AVENUE SEWER FROM CHERRY AVENUE TO HEMLOCK AVENUE BID NO. SB-57-00 KNOW ALL MEN BY THESE PRESENTS that we, the undersigned, , (hereafter called "Principal"), and (hereafter called "Surety"), are held and firmly bound unto the CITY OF FONTANA (hereafter called "OWNER"), in the sum of dollars ($ ), for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves and our successors and assigns. SIGNED this day of , 20_ The condition of the above obligation is such that whereas the Principal has submitted to the OWNER a certain Bid, attached hereto and hereby made a part hereof, to enter into a contract in writing for the construction of the Slover Avenue Sewer from Cherry Avenue to Hemlock Avenue. NOW THEREFORE, a. If said Bid is rejected, or b. If said Bid is accepted and Principal executes and delivers a contract in the attached Agreement form within then (10) days after acceptance (properly completed in accordance with said Bid), and furnishes insurance certificates and endorsements, bonds for faithful performance of said Contract and for the payment of all persons performing labor or furnishing materials in connection therewith, and all other required documents, then this obligation shall be void; otherwise, the same shall remain in force and effect, it being expressly understood and agreed that the liability of Surety for any and all claims hereunder shall, in no event, exceed the amount of this obligation as herein stated. For value received, Surety hereby stipulates and agrees that the obligation of said Surety and its bond shall be in no way impaired or affected by any bidding errors or extension of the time within which the OWNER may accept such Bid, and said Surety hereby waives notice of any such extension. (Page 1 of 3) P-8 IN WITNESS WHEREOF, Principal and Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, on the day and year first set forth above. ATTEST: (if corporation) By: Title: PRINCIPAL: By: Title: Corporate Seal) SURETY: ATTEST: By: By: Title: Title: (Corporate Seal) IMPORTANT: Surety companies executing Bonds must possess a certificate of authority from the California Insurance Commissioner authorizing them to write surety insurance defined in Section 105 of the California Insurance Code, and if the work or project is financed, in whole or in part, with federal grant or loan funds, must also appear on the Treasury Department's most current list (Circular 570 as amended). THIS TS A RFQTTTRFT) FORM. Any claims under this bond may be addressed to: (Name and address of Surety) (Name and address of agent or representative for service of process in California, if different from above) (Telephone number and FAX number of Surety and agent or representative for service of process in California) (Page 2 of 3) P-9 ALL-PURPOSE ACKNOWLEDGEMENT STATE OF ) ) ss. COUNTY OF ) On this , before me, DATE NAME, TITLE OF OFFICER personally appeared NAME (S) OF SIGNER (S) [ ] personally known to me -OR- [ ] or proven to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me than he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s), acted, executed the instrument. Witness my hand and official seal. SIGNATURE OF NOTARY NOTE: A copy of the Power of Attorney to local representatives of the bonding company must be attached hereto. (Page 3 of 3) P-10 NON -COLLUSION AFFIDAVIT STATE OF ) ) ss. COUNTY OF ) , being first duly sworn, (Name of Affiant) says that he/she is of (Title) (Name of Bidder) the party making the foregoing bid; that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and further, that the bidder has not, directly or indirectly, submitted his or her 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 to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. (Signature) (Typed Name) (Title) NOTARY PUBLIC IN AND FOR THE STATE OF SUBSCRIBED BEFORE ME on this day of , 20 My Commission Expires: Notary Public P-11 CERTIFICATION OF NON-DISCRIMINATION BY CONTRACTORS Labor Code Section 1735 requires that no discrimination be made in the employment of persons upon public works because of the race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status or sex of such persons, except as provided in Government Code Section 12940. The firm listed below certifies that it does not discriminate in its employment with regard to the factors set forth in Labor Code Section 1735; that it is in compliance with all federal, state and local directives and executive orders regarding non-discrimination in employment; and that it agrees to demonstrate positively and aggressively the principle of equal employment opportunity in employment. We agree specifically: 1. To establish or observe employment policies which affirmatively promote opportunities for minority persons at all job levels. 2. To communicate this policy to all persons concerned, including all company employees, outside recruiting services, especially those serving minority communities, and to the minority communities at large. 3. To take affirmative steps to hire minority employees within the company. FIRM: TITLE OF PERSON SIGNING: SIGNATURE: DATE: Please include any additional information available regarding equal opportunity employment programs now in effect within your company. P-12 PROPOSAL BID SHEET FOR CONSTRUCTION OF SLOVER AVENUE SEWER FROM CHERRY AVENUE TO HEMLOCK AVENUE BID NO. SB-57-00 Item Estimate Unit Unit Total No. Description Quantity Amount Price Amount 1. Clearing and Grubbing N/A LS N/A 2. Traffic Control, Signing and Striping N/A LS N/A 3. Potholes 80 EA 4. 18" Extra Strength Vitrified Clay Pipe Sewer 1235 LF 5. 15" Extra Strength Vitrified Clay Pipe Sewer 2580 LF 6. 8" Extra Strength Vitrified Clay Pipe Sewer 129 LF 7. 8" Extra Strength Vitrified Clay Pipe Sewer with Special Backfill 442 LF 8. 6" Extra Strength Vitrified Clay Pipe Sewer Lateral per City of Fontana Standard Detail No. 125, and 125A or 125B (North Side) 24 EA 9. 6" Extra Strength Vitrified Clay Pipe Sewer Lateral per City of Fontana Standard Detail No. 125, and 125A or 125B, w/ Special Backfill (South Side) 16 EA 10. Sewer Manhole per City of Fontana Standard Detail No. 112, Modified to 5' Diameter Manhole 12 EA P-13 PROPOSAL BID SHEET FOR CONSTRUCTION OF SLOVER AVENUE SEWER. FROM CHERRY AVENUE TO HEMLOCK AVENUE BID NO. SB-57-00 Item No. Description Estimate Unit Unit Total Quantity Amount Price Amount 11. Bore and Jack 36" Inside Diameter Steel Casing (9/16" Minimum Wall Thickness) Including Furnishing and Installing 15" VCP Sewer in Casing 96 LF 12. Connection to Existing Sewer Manhole per Detail "A", Sheet No. 6, Including Manhole Base Reconstruction and Related Work. 1 EA 13. Remove and replace 8" Curb and Gutter per City of Fontana Standard Detail No. 101 160 LF 14. Remove and replace 4" Portland Cement Concrete Sidewalk (5' wide) 760 SF 15. Remove and replace 8" Curb per City of Fontana Standard Detail No. 101 650 LF 16. Median Improvements N/A LS N/A 17. Asphalt Concrete Pavement 1300 TONS 18. Class 2 Aggregate Base 150 CY TOTAL AMOUNT OF BID (Sum of Bid Items 1 through 18): Dollars (Words) (Figures) P-14 PROPOSAL BID SHEET FOR CONSTRUCTION OF SLOVER AVENUE SEWER FROM CHERRY AVENUE TO HEMLOCK AVENUE BID NO. SB-57-00 NOTE: The estimated quantities listed in the Proposal Bid Sheet(s) are supplied to give an indication of the general, scope of the work, but the accuracy of these figures is not guaranteed and the bidder shall make his own estimates from the drawings. In case of a variation between the unit price and the totals shown by the bidder, the unit price will be considered to be the bid. The Contractor shall perform, with its own organization, contract work amounting to at least 50 percent of the Contract Price, except that any designated "Specialty Items" may be performed by subcontract and the amount of any such "Specialty Items" so performed may be deducted from the Contract Price before computing the amount of work required to be performed by the Contractor with its own organization. The CITY reserves the right to reject any and or all bids, or to waive any information on any one or all bids received. The CITY specifically reserves the right to delete, reduce all or any portion of the work at any time prior to authorization to proceed with this portion of work. BIDDER'S NAME: TELEPHONE NUMBER: FAX NUMBER: P-15 PROPOSAL IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, titles, hands, and seals of all forenamed principals this day of , 20_. BIDDER Subscribed and sworn to this day of , 20_. NOTARY PUBLIC By Title The undersigned representative of the CITY acknowledges that this proposal was received and opened at the time and in the place specified, and that it was accompanied by the required guarantee in the amount of at least ten percent (10%) of the total bid. By Title P-16 PROPOSAL BID SHEET FOR THE CONSTRUCTION OF SLOVER AVENUE SEWER FROM CHERRY AVENUE TO HEMLOCK AVENUE BID NO. SB-57-00 ADDENDUM ACKNOWLEDGMENT I have received the Addendums listed below: Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: BIDDER'S NAME: NAME/TITLE: SIGNATURE: TELEPHONE NO.: FAX NO.: P-17 CONTRACT AGREEMENT FOR CONSTRUCTION OF SLOVER AVENUE SEWER FROM CHERRY AVENUE TO HEMLOCK AVENUE BID NO. SB-57-00 THIS CONTRACT AGREEMENT is made and entered into for the above stated project this day of , 19, BY AND BETWEEN THE CITY OF FONTANA, as CITY, and , As CONTRACTOR. WITNESSETH that CITY and CONTRACTOR have mutually agreed as follows: ARTICLE'!" The CONTRACT DOCUMENTS for the aforesaid project shall consist of the Notice Inviting Sealed Bids, Instructions to Bidders, Proposal Documents, General Conditions, Standard Specifications, Special Provisions, Plans (Dwg. No. 2838, Sheets 1 through 8), and all referenced specifications, details, standard drawings, and appendices; together with this Contract Agreement and all required bonds, insurance certificates, permits, notices, and affidavits; and also including any and all addenda or supplemental agreements clarifying, amending, or extending the work contemplated as may be required to insure its completion in an acceptable manner. All of the provisions of said CONTRACT DOCUMENTS are made a part hereof as though fully set forth herein. ARTICLE TT For and in consideration of the payments and agreements to be made and performed by CITY, CONTRACTOR agrees to furnish all materials and perform all work required for the above stated project, and to fulfill all other obligations as set forth in the aforesaid CONTRACT DOCUMENTS. ARTICLE IiI CONTRACTOR agrees to receive and accept the prices set forth in the PROPOSAL BID SHEET(S) as full compensation for furnishing all materials, performing all work, and fulfilling all obligations hereunder. Said compensation shall cover all expenses, losses, damages, and consequences arising out of the nature of work during Its progress or prior to its acceptance including those for well and faithfully completing the work and the whole thereof in the manner and time specified in the aforesaid contract documents; and also including those arising from actions of the elements, unforeseen difficulties or obstructions encountered in the prosecution of the work, suspension or discontinuance of the work, and all other unknowns or risks of any description connected with the work. CA-1 ARTICLE IV CITY hereby promises and agrees to employ, and does hereby employ, CONTRACTOR to provide the materials, do the work, and fulfill the obligations according to the terms and conditions herein contained and referred to, for the prices aforesaid, and hereby contracts to pay the same at the time, in the manner, and upon the conditions set forth in the contract documents. ARTICLE V CONTRACTOR acknowledges the provisions of the State Labor Code requiring every employer to be insured against liability for worker's compensation, or to undertake self-insurance in accordance with the provisions of that code, and certifies compliance with such provisions. ARTICLE VI CONTRACTOR shall defend, indemnify and hold harmless CITY, County of San Bernardino, its officers, officials, agents, employees and contractors from and against all claims, damages, losses and expenses, including attorney's fees, arising out of or resulting from performance of work under this Contract and which are attributable to bodily injury, sickness, disease or death, or to injury to or destruction of property, including the loss of use resulting therefrom, caused in whole or in part by any act or omission of the Contractor or anyone directly or indirectly employed or engaged by it or for whose acts it may be liable. Without limiting the generality of the foregoing paragraph, Contractor specifically agrees to indemnify and hold harmless CITY, County of San Bernardino, its officers, officials, agents, employees, and contractors from and against all claims, damages, losses, penalties, fines and expenses (including attorney's fees and litigation costs) arising out of or in any way resulting from Contractor's failure to perform the work required of it under this Contract in the manner required by this Contract and applicable provisions of federal and state law. ARTICLE VII CONTRACTOR affirms that the signatures, titles, and seals set forth hereinafter in execution of this Contract Agreement represent all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest herein. ARTICLE VIII If any legal action is required to enforce or interpret the Contract Documents, then the prevailing party shall have the right to recover from the losing party all costs of such action including attorney fees. CA-2 CONTRACT AGREEMENT IN WITNESS WHEREOF the parties hereto have caused this Agreement to be executed the day and year first written. CITY OF FONTANA CONTRACTOR: A Municipal Corporation Kenneth R. Hunt City Manager Name/Title ATTEST: SUBSCRIBED BEFORE ME, A NOTARY Beatrice Watson City Clerk APPROVED AS TO LEGAL FORM: Clark Alsop or Stephen P. Deitsch City Attorney Frank A. Schuma Community Development Director Gracie Fernandez Harmon Risk Management PUBLIC IN AND FOR THE COUNTY OF STATE OF , ON THIS day of ,20 Notary My Commission Expires: CA-3 CONTRACT PERFORMANCE BOND (CALIFORNIA PUBLIC WORK) FOR CONSTRUCTION OF SLOVER AVENUE SEWER FROM CHERRY AVENUE TO HEMLOCK AVENUE BID NO. SB-57-00 KNOW ALL MEN BY THESE PRESENTS: THAT WHEREAS, the CITY OF FONTANA (sometimes referred to hereinafter as "Obligee") has awarded to (Hereinafter Designated as the "Contractor"), an agreement for the work described as follows: All traffic control including furnishing and installing all arrow boards, barricades, signs, delineators, and flagmen; all utility location and verifications including excavating, exposing, and verifying top, bottom, and side of utility facility; all pavement removal and disposal; all earthwork including trenching, shoring, dewatering, bedding, backfilling including select imported material or select native material and compacting; furnishing and installing all sewer and appurtenances; testing all sewer and appurtenances; connecting to existing sewer; protecting in place or removing and replacing all existing improvements; removing and replacing all Portland Cement Concrete; disposing of excess soil and rock material and restoring all areas and improvements to pre -construction conditions (hereinafter referred to as the "Public Work"); and WHEREAS, the work to be performed by the Contractor is more particularly set forth in that certain contract for the said Public Work dated , (hereinafter referred to as the "Contract"), which Contract is incorporated herein by this reference; and WHEREAS, the Contractor is required by said Contract to perform the terms thereof and to provide a bond both for the performance and guaranty thereof. NOW, THEREFORE, we, , the Undersigned Contractor, as Principal, and a corporation organized and existing Under the laws of the State of , and duly authorized to transact business under the laws of the State of , as Surety, are held and firmly bound unto the OBLIGEE in the sum of Dollars ($ ), said sum being not less than one hundred percent (100%) of the total amount payable by the said OBLIGEE under the terms of the said Contract, for which amount well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the bounden Contractor, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the said Contract and any alteration thereof made as therein provided, on his or its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill the one year guarantee of all materials and workmanship; and indemnify and save harmless the OBLIGEE, its officers and agents, as stipulated in said Contract, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect. (Page 1 of 4) CA-4 The said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract or to the work or to the Specifications. No final settlement between the OBLIGEE and the Contractor shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. Contractor and Surety agree that if the OBLIGEE is required to engage the services of an attorney in connection with enforcement of the bond, each shall pay OBLIGEE'S reasonable attorney's fees incurred, with or without suit, in addition to the above sum. IN WITNESS WHEREOF, we have hereunto set our hands and seals this Day of 20 PRINCIPAL/CONTRACTOR: By: SURETY: By: Attorney -in -Fact (Page 2 of 4) CA-5 The rate of premium on this bond is per thousand. The total amount of premium charged: $ (The above must be filled in by corporate surety). IMPORTANT: Surety companies executing bonds must possess a Certificate of Authority from the California Insurance Commissioner authorizing them to write surety insurance defined in Section 105 of the California Insurance Code, and if the work or project is financed, in whole or in part, with federal, grant or loan funds, it must also appear on the Treasury Department's most current list (Circular 570 as amended). THIS IS A REQUIRED FORM, Any claims under this bond may be addressed to: (Name and Address of Surety) (Name and Address of Agent or Representative for service of Process in California if Different from above) (Telephone Number and Fax Number Of Surety and Agent or Representative for service of Process in California) (Page 3 of 4) CA-6 ALL-PURPOSE ACKNOWLEDGMENT STATE OF ) )ss. COUNTY OF ) On before me, DATE NAME, TITLE OF OFFICER Personally appeared NAME (S) OF SIGNER (S) [ ] Personally known to me -OR- [ ] proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me than he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s), acted, executed the instrument. Witness my hand and official seal. SIGNATURE OF NOTARY NOTE: A copy of the Power of Attorney to local representatives of the bonding company must be attached hereto. (Page 4 of 4) CA-7 PAYMENT BOND (CALIFORNIA PUBLIC WORK) FOR CONSTRUCTION OF SLOVER AVENUE SEWER FROM CHERRY AVENUE TO HEMLOCK AVENUE BID NO. SB-57-00 KNOW ALL MEN BY THESE PRESENTS: THAT WHEREAS, the CITY OF FONTANA (sometimes referred to hereinafter as "Obligee") has awarded to (Hereinafter Designated as the "Contractor"), an agreement for the work described as follows: All traffic control including furnishing and installing all arrow boards, barricades, signs, delineators, and flagmen; all utility location and verifications including excavating, exposing, and verifying top, bottom, and side of utility facility; all pavement removal and disposal; all earthwork including trenching, shoring, dewatering, bedding, backfilling including select imported material or select native material and compacting; furnishing and installing all sewer and appurtenances; testing all sewer and appurtenances; connecting to existing sewer, protecting in place or removing and replacing all existing improvements; removing and replacing all Portland Cement Concrete; disposing of excess soil and rock material and restoring all areas and improvements to pre -construction conditions (hereinafter referred to as the "Public Work"); and WHEREAS, said Contractor is required to furnish a bond in connection with said Contract, and pursuant to Section 3247 of the California Civil Code; NOW, THEREFORE, We, undersigned Contractor, as Principal; and existing under the laws of the State of under the laws of the State of , the , a corporation organized and , and duly authorized to transact business , as Surety, are held and firmly bound unto the CITY and to any and all persons, companies or corporations entitled to file stop notices under Section 3181 of the California Civil Code, in the sum of Dollars ($ ), said sum being not less than one hundred percent (100%) of the total amount payable by the said OBLIGEE under the terms of the said Contract, for which payment will and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that, if said Contractor, his or its heirs, executors, administrators, successors or assigns, or Subcontractors, shall fail to pay for any materials, provisions or other supplies, implements, machinery or power used in, upon for or about the performance of the Public Work contracted to be done, or to pay any person for any work or labor of any kind, or for bestowing skills or other necessary services thereon, or for amounts due (Page 1 of 4) CA-8 under the Unemployment Insurance Code with respect to such work or labor, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of paid Contractor and his Subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor as required by the provisions of Section 3247 through 3252 of the Civil Code, the Surety or Sureties hereon will pay for the same in an amount not exceeding the sum specified in this bond, otherwise the above obligation shall be void. In addition to the provisions herein above, it is agreed that this bond will inure to the benefit of any and all persons, companies and corporations entitled to serve stop notices under Section 3181 of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond. The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or additions to the terms of the said Contract or to the work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract or to the work or to the Specifications. No final settlement between the OBLIGEE and the Contractor hereunder shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. Contractor and Surety agree that if the OBLIGEE is required to engage the services of an attorney in connection with the enforcement of this bond, each shall pay OBLIGEE'S reasonable attorney's fees incurred, with or without suit, in addition to the above sum. IN WITNESS WHEREOF, we have hereunto set our hands and seals this _ day of , 20_ PRINCIPAL/CONTRACTOR: By: SURETY: By: Attorney -in -Fact (Page 2 of 4) CA-9 IMPORTANT: Surety companies executing bonds must possess a certificate of authority from the California Insurance Commissioner authorizing them to write surety insurance defined in Section 105 of the California Insurance Code, and if the work or project is financed, in whole or in part, with federal, grant or loan funds, it must also appear on the Treasury Department's most current list (Circular 570 as amended). THIS IS A REWIRED FORM. Any claims under this bond may be addressed to: (Name and Address of Surety) (Name and Address of Agent Or Representative for Service of process in California if different From above) (Telephone Number and FAX Number of Surety and Agent Or Representative for service Of process in California) (Page 3 of 4) CA-10 ALL-PURPOSE ACKNOWLEDGMENT STATE OF ) ) ss. COUNTY OF ) On before me, DATE NAME, TITLE OF OFFICER Personally appeared NAME (S) OF SIGNER (S) [ ] Personally known to me -OR- [ ] proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me than he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s), acted, executed the instrument. Witness my hand and official seal. SIGNATURE OF NOTARY NOTE: A copy of the Power of Attorney to local representatives of the bonding company must be attached hereto. (Page 4 of 4) CA-11 GENERAL LIABILITY ENDORSEMENT CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 A. POLICY INFORMATION Endorsement # 1. Insurance Company: Policy Number: 2. Policy Term (From): (To): Endorsement Effective Date: 3. Named Insured: 4. Address of Named Insured: Additional Insured (s): CITY OF FONTANA Address of Additional Insured (s)• S353 SIERRA AVENT TR FONTANA, CA 92335 5. Limit of Liability Any One Occurrence/Aggregate 6. Coverage is equivalent to: Comprehensive General Liability form GL0002 (Ed. 1/73) Commercial General Liability "Occurrence" form CG0001 7. Bodily injury and Property Damage Coverage is: "occurrence" Note: The CITY (OWNER) standard insurance requirements specify "occurrence coverage." "Claims -made" coverage is not acceptable. If commercial general liability form or equivalent is used, the general aggregate must apply separately to this location/project or the general aggregate must be twice the occurrence limit. 8. Description of Project: CA-12 B. POLICY AMENDMENTS This endorsement is issued in consideration of the policy premium. Notwithstanding any inconsistent statement in the policy to which this endorsement is attached or any other endorsement attached thereto, it is agreed as follows: 1. INSURED. As respects any work performed on the above -described Project, the CITY, County, its elected or appointed officers, officials, employees, consultants, and volunteers are included as insured with regard to damages and defense of claims arising from: (a) activities performed by or on behalf of the Named Insured, (b) products and completed operations of the Named Insured, or (c) premises owned, leased or used by the Named Insured. 2. CONTRIBUTION NOT REQUIRED. As respects: (a) work performed by the Named Insured on the above -described Project for or on behalf of the CITY or (b) products sold by the Named Insured to the CITY for use on the Project; or (c) premises leased by the Named Insured from the CITY, the insurance afforded by this policy shall be primary insurance as respects the CITY, its elected or appointed officers, officials, employees, consultants, or volunteers; or stand in an unbroken chain of coverage excess of the Named Insured's schedule underlying primary coverage. In either event, any other insurance maintained by the CITY, its elected or appointed officers, officials, employees, consultants, or volunteers shall be in excess of this insurance and shall not contribute with it. 3. SCOPE OF COVERAGE. This policy, if primary, affords coverage at least as broad as: (1) Insurance Services Office Form Number GL 0002 (Ed. 1/73), Comprehensive General Liability Insurance and Insurance Services Office form number GL 0404 Broad Form Comprehensive General Liability endorsement; or (2) Insurance Services Office Commercial General Liability Coverage, "occurrence" form CG 0001; or (3) If excess, affords coverage which is at least as broad as the primary insurance forms referenced in the preceding sections (1) and (2). 4. SEVERABILITY OF INTEREST. The insurance afforded by this policy applies separately to each insured who is seeking coverage or against whom a claim is made or a suit is brought, except with respects to the Company's limit of liability. 5. PROVISIONS REGARDING THE INSURED'S DUTIES AFTER ACCIDENT OR LOSS. Any failure to comply with reporting provisions of the policy shall not affect coverage provided to the CITY, its elected or appointed officers, officials, employees, consultants or volunteers. 6. CANCELLATION NOTICE. The insurance afforded by this policy shall not be cancelled, suspended or modified, or renewal of such a policy declined unless notice is mailed, by certified mail return receipt requested, to the CITY at least 45 days prior to the effective date of the nonrenewal, suspension or modification or at least 30 days prior to the effective date of cancellation. CA-13 C. INCIDENT AND CLAIM REPORTING PROCEI)TTRF Incidents and claims are to be reported to the insurer at: ATTN: (Title) (Department) (Company) (Street Address) (City) (State) (Zip Code) (Telephone Number) (Fax Number) D. SIGNATURE OF INSURER OR AUTHORIZED REPRESENTATIVE OF THE INSTTRETZ I, , warrant that I have authority to bind the below (Print/type name) listed insurance company and by my signature hereon do so bind this company. SIGNATURE OF AUTHORIZED REPRESENTATIVE (Original Signature required on endorsement furnished to the CITY) ORGANIZATION: TITLE: ADDRESS: TELEPHONE: FAX No: CA-14 AUTOMOBILE LIABILITY ENDORSEMENT CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 A. POLICY INFORMATION Endorsement # 1. Insurance Company: Policy Number: 2. Policy Term (From): (To): Endorsement Effective Date: 3. Named Insured: 4. Address of Named Insured: 5. Additional Insured (s): CITY OF FONTANA 6. Address of Additional Insured (s): S353 STFRRA AVF,NITF FONTANA, CA 92'3'35 7. Limit of Liability Any One Occurrence/Aggregate 8. Description of Project: B. POLICY AMENDMENTS This endorsement ,is issued in consideration of the policy premium. Notwithstanding any inconsistent statement in the policy to which this endorsement is attached or any other endorsement attached thereto, it is agreed as follows: 1. INSURED. The CITY, County, its elected or appointed officers, officials, consultants, employees and volunteers are included as insured with regards to damages and defense of claims arising from: the ownership, operation, maintenance, use, loading or unloading of any auto owned, leased, hired or borrowed by the Named Insured regardless of whether liability is attributable to the Name Insured or a combination of the Name Insured the CITY, its elected or appointed officers, officials, employees, consultants or volunteers. CA-15 2. CONTRIBUTION NOT REQUIRED. As respects work performed by the Named Insured for or on behalf of the CITY, the insurance afforded by this policy shall: (a) be primary insurance as respects the CITY, its elected or appointed officers, officials, employees, consultants, or volunteers; or (b) stand in an unbroken chain of coverage in excess of the Named Insured's primary coverage. In either event, any other insurance maintained by the CITY, its elected or appointed officers, officials, employees, consultants or volunteers shall be in excess of this insurance and shall not contribute with it. 3. SCOPE OF COVERAGE. This policy, if primary, affords coverage to the Named Insured at least as broad as: (1) Insurance Services Office form number CA 00001 (Ed. 1/78), Code 1 ("any auto") and endorsement CA 0025. (2) If excess, affords coverage which is at least as broad as the primary insurance forms referenced in the preceding Section (1). 4. SEVERABILITY OF INTEREST. The insurance afforded by this policy applies separately to each insured who is seeking coverage or against whom a claim is made or a suit is brought, except with respect to the Company's limit of liability. 5. PROVISIONS REGARDING THE INSURED'S DUTIES AFTER ACCIDENT OR LOSS. Any failure to comply with reporting provisions of the policy shall not affect coverage provided to the OWNER and the CITY, its elected or appointed officers, officials, employees, consultants, or volunteers. 6. CANCELLATION NOTICE. The insurance afforded by this policy shall not be cancelled, suspended or modified, or renewal of such a policy declined unless notice is mailed, by certified mail return receipt requested, to the CITY, at least 45 days prior to the effective date of the nonrenewal, suspension or modification or at least 30 days prior to the effective date of cancellation. C. INCIDENT AND CLAIM REPORTING PROCFDIIRFE Incidents and claims are to be reported to the insurer at: ATTN: (Title) (Department) (Company) (Street Address) (City) (State) (Zip Code) (Telephone Number) (FAX Number) CA-16 D. ,SIGNATURE OF INSURER OR AUTHORIZED REPRESENTATIVE, OF THE, INSURER I, , warrant that I have authority to bind the below listed insurance (Print/type name) company and by my signature hereon do so bind this company. SIGNATURE OF AUTHORIZED REPRESENTATIVE (Original Signature required on endorsement furnished to the CITY) ORGANIZATION: TITLE: ADDRESS: TELEPHONE: FAX NO: CA-17 WORKER'S COMPENSATION/EMPLOYER'S LIABILITY ENDORSEMENT CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 A. POLICY INFORMATION Endorsement # 1. Insurance Company: Policy Number: ("the Company") 2. Effective Date of This Endorsement: 3. Named Insured: 4. Additional Insured(s): CITY OF FONTANA 5. Address of Additional Insured(s) R153 STFRR A AVFNT IF FONTANA, CA 92335 6. Employer's Liability Limit (Coverage B): B. POLICY AMF,Ni)ME.NTS In consideration of the policy premium and notwithstanding any inconsistent statement in the policy to which this endorsement is attached or any other endorsement attached thereto, it is agreed as follows: 1. Cancellation Notice. The insurance afforded by this policy shall not be cancelled suspended or modified, or renewal of such a policy declined unless notice is mailed, by certified mail return receipt requested, to the CITY at least 45 days prior to the effective date of the nonrenewal, suspension or modification or at least 30 days prior to the effective date of cancellation. Insurance Code Section 674 provides that a policy of liability insurance issued to a local public entity, including CITY, as a name insured shall not be cancelled or renewal of such a policy declined for reasons other than nonpayment of premium unless notice is mailed by certified mail return receipt requested has been given to the CITY at least 45 days prior to the effective date of the nonrenewal or at least 30 days prior to the effective date of cancellation. CA-18 2. Waiver of Subrogation. The Insurance Company agrees to waive all rights of subrogation against the CITY, its elected or appointed officers, officials, agents and employees for losses paid under the terms of this policy which arise from work performed by the Named Insured for the CITY. C. INCIDENT AND CLAIM REPORTING PROCEDURE Incidents and claims are to be reported to the insurer at: ATTN: (TITLE) (DEPARTMENT) (COMPANY) (STREET ADDRESS) (CITY) (STATE) (ZIP CODE) (TELEPHONE NUMBER) (FAX NUMBER) D. SIGNATURE OF INSURER OR AUTHORIZED REPRESENTATIVE OF THE, INSITRER I, , warrant that I have authority to bind the below listed insurance (Print/type name) company and by my signature hereon do so bind this company. SIGNATURE OF AUTHORIZED REPRESENTATIVE (Original Signature required on endorsement furnished to the CITY.) ORGANIZATION: TITLE: ADDRESS: TELEPHONE: FAX NO: CA-19 WORKER'S COMPENSATION INSURANCE CERTIFICATION Pursuant to Section 1861 of the State Labor Code, (amended by Stats. 1979, C.373, p. 1343,) each contractor to whom a contract has been awarded shall sign the following certificate and shall submit same to the OWNER prior to performing any work on the contract. I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Worker's Compensation or to undertake self-insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of work of this contract. Contractor: By: Title: Date: Section 3700 of the State Labor Code reads as follows: "Every employer except the State shall secure the payment of compensation in one or more of the following ways:" (A) "By being insured against liability to pay compensation in one or more insurers duly authorized to write compensation insurance in this state." (B) "By securing from the Director of Industrial Relations, a certificate of consent to self -insure, which may be given upon furnishing proof satisfactory to the Director of Industrial Relations of ability to self -insure and to pay any compensation that may become due to his employee." (Amended by State. 1978, c. 1379, p. 4571) CA-20 GENERAL CONDITIONS FOR CONSTRUCTION OF SLOVER AVENUE SEWER FROM CHERRY AVENUE TO HEMLOCK AVENUE BID NO. SB-57-00 SCOPE OF WORK The work to be done consists of furnishing all materials, equipment, tools, labor, transportation, services and incidentals as required by the contract documents to complete the work for the above stated project. The general items of work to be done hereunder consist of construction of: CITY Plans, Drawing No. 2838, Sheets 1 through 8, as per these Specifications and Special Provisions. Contractor shall furnish all material, equipment, and labor and perform all operations necessary to construct sewer and appurtenances as per the contract documents. The Work shall consist of all traffic control (including furnishing and installing all barricades, signs, striping, delineators, arrow boards, and flagmen); all utility location and verification (excavating, exposing and verifying locations, depths, and dimensions of utility facilities); all pavement removal and disposal; all earthwork (including trenching, shoring, dewatering if required, blasting if required, bedding, backfilling and compacting); boring and jacking of casing, furnishing and installing all sewer fittings, appurtenances and making all related connections; testing all sewers; protecting in place or removing and replacing all existing utilities and public and private improvements; removing and replacing all asphalt and Portland cement concrete pavement; pavement striping and restriping as required; disposing of excess soil and rock material; restoring all areas and improvements to pre -construction conditions. LOCATION OF WORK The general location and limits of the work are as follows: Slover Avenue from Cherry Avenue to Hemlock Avenue in the City of Fontana and the County of San Bernardino, California. NOTICE TO PROCEED Only after County clearing and grubbing and all utility relocations are complete, City will issue Contractor a Notice to Proceed with sewer construction. GC-1 TIME OF COMPLETION The Contractor shall complete all work in every detail, with 60 WORKING DAYS after the date of Notice to Proceed, exclusive of maintenance periods. The Contractor shall place the order for materials within 10 working days following project award by CITY. Verification of order shall be presented to CITY. LIQUIDATED DAMAGES Failure of the contractor to complete the work within the time allowed will result in damages being sustained by the CITY. The amount prescribed in the Special Provisions, pursuant to the authority of Public Contract Code Section 10226 to be paid to the CITY or to be deducted from any payments due or to become due the Contractor for each consecutive calendar day in completing . the whole or any specified portion of the work beyond the time allowed in the specifications are prescribed in the Special Provisions, pursuant to Public Contracts Code Section 10226. TRAFFIC REQTTTREMENTS Contractor shall furnish traffic control in accordance with the Traffic Control drawings. For all streets, minimum of one (1) travel lane in each direction shall be maintained on all paved streets within the construction zone at all times unless otherwise specified. Access shall be provided to all intersecting local streets and driveways at all times. The Traffic Control Plans specifies construction phasing. Traffic Control shall not disrupt existing traffic circulation patterns other than those presented on the plans. Delineation shall be in accordance with the California Department of Transportation Traffic Manual as approved by the City Traffic Engineer. No other street closures shall be made without prior approval of the ENGINEER and other agencies involved. Steel plate covers, together with the appropriate signing, shall be installed per Work Area Traffic Control Handbook (Place Bridging) over all open trenches at the close of construction each day so that a minimum of one (1) travel lane in each direction can be maintained during non -construction hours. . HAZARDOUS MATERIALS Public Contract Code Section 7104 requires a contractor to notify the public entity of various problems, including the existence of possible hazardous materials, as follows: If the work entails digging a trench or other excavation four (4) feet or more. in depth, contractor shall promptly, and before the following conditions are disturbed, notify the CITY in writing or any material that the contractor believes may be hazardous waste; any subsurface and latent physical conditions at the site differing from those indicated; or any unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as in inherent in the work of the character provided for in the contract. GC-2 UTTT;ITY REQTTTRFMFNTS The Contractor is advised of the existence of the utility notification service provided by UNDERGROUND SERVICE ALERT (USA). USA member utilities will provide the Contractor with the precise locations of their substructures in the construction area when the Contractor gives at least 48 hours notice to the Underground Service Alert by calling 1-800-227-2600. Contractor shall contact USA as specified and shall provide the Agency with proof of contact with USA upon request. The Contractor shall notify the following agencies at least 48 hours in advance of excavating around any of their structures. The utility companies listed below can be contacted as indicated. 1. Fontana Water Company Local Telephone: (909) 822-2201 USA Member Utility, Phone 1-800-227-2600 2. Pacific Bell (Riverside Engineering Division) Steve Randall (714) 666-5500 USA Member Utility, Phone 1-800-227-2600 3. Southern California Edison Company Local Telephone: (909) 357-6223 USA Member Utility, Phone 1-800-227-2600 Southern California Gas Company Michael Desmarais (909) 335-7828 USA Member Utility, Phone 1-800-227-2600 5. Fontana Community Development Department (Sewers and Storm Drain) Local Telephone: (909) 350-7610 (Engineering) (909) 350-6760 (Maint. yard) 6. Comcast Cable Local Telephone: (909) 390-4738 7. Inland Empire Utilities Agency Bob Young: (909) 357-0241 8. Cal Trans Ebi Sianaki: (909) 383-4536 9. San Bernardino County Flood Control District Sherman Davis: GC-3 (909) 387-2738 The California Public Utilities Commission mandates that, in the interest of public safety, main line gas valves be maintained in a manner to be readily accessible and in good operating condition. The Contractor shall notify the Southern California Gas Company's Headquarters Planning Office at 909/793-2725 at least two (2) working days prior to the start of construction. The Contractor shall exercise extreme care to protect all existing utilities in place whether shown on the plans or not, and shall assume full responsibility for all damage resulting from his operations. The Contractor shall coordinate with each utility company as to the requirements and methods for protection of their facilities during the construction period, and shall be responsible for preparation and processing of any required plans or permits. The Contractor shall assume full responsibility to maintain uninterrupted service for all utilities, including temporary service connections. By submitting a bid, the Contractor acknowledges the above referenced utility work to be done in conjunction with this project. The contract shall schedule the work and conduct the operations so as to permit access and time for the required utility work to be accomplished during the progress of the work. The Contractor shall coordinate with each utility company as to the extent of required work and the time required to do so. The Contractor shall include this time the his schedule. Payment for the above, including coordination, protection in place, and temporary connections, shall be deemed as included in the items of work as shown on the proposal bid sheet and no additional compensation will be allowed. To the extent required by Government Code Section 4215, the CITY shall compensate Contractor for the costs of locating and repairing damage to utility facilities not due to the failure of Contractor to exercise reasonable care, and for removing or relocating main or trunk line facilities not indicated in the plans with reasonable accuracy, and for equipment necessary idled during such work. Contractor shall not be assessed liquidated damages for delay caused by failure of CITY to provide for removal or relocation of such utility facilities. The Contractor shall "pothole" to determine the exact horizontal and vertical location of the underground utilities and conduits including but not limited to existing water, gas, storm drain, sewer, electric, telephone, cable T.V. and signalization conduits where the conduits will cross as shown on the plans, marked in field, or as directed by the ENGINEER, in conformance with Section 5-1 of the Standard Specifications, and shall immediately notify the Engineer in case of conflict. This shall be the first item of work completed. The Contractor .shall be responsible for obtaining the horizontal and vertical measurements to the utility once exposed. The area of pavement removed for potholing shall be the minimum required to perform the work. Pavement removal, if required, shall be by saw cutting. Following excavation in paved areas, the existing soil shall be replaced and compacted to 95% or greater to a level of one foot below the existing pavement. Asphalt cold mix shall then be added and compacted to a level flush with the existing finished surface. In areas without paving, the soil shall be replaced and compacted to a level even with the adjacent grade. GC-4 All backfilling and compacting for potholing shall be completed under the supervision of the Inspector. Any backfilling or compaction done without proper inspection will require submittal of a soils report confirming compaction of subgrade and base and gradation conformance prior to final release. Compaction testing will be performed by the CITY. For potholing done without the proper inspection, the cost of testing shall be deducted from the compensation paid to the Contractor for potholing. The Inspector may, at his discretion, order testing for any area he believes to be below the required compaction, whether he has reviewed the work or not. If the suspect area fails to meet the required compaction, the Contractor shall rework the area until the specified density is obtained. The CITY shall then retest the area for compliance. The cost of all testing within these areas shall be deducted from the compensation due to the Contractor. If the suspect area meets the compaction requirements, the testing will be at the CITY'S expense and the cost will not be deducted from the compensation due. Cold mix patches shall remain in place a minimum of five working days to assure proper compaction. Cold mix patches within the proposed areas to be repaved may remain in place until such time as the final paving is undertaken. The Contractor shall maintain full responsibility for the temporary cold mix patch and shall complete all required maintenance and repairs until final paving is completed. Following approval of the waiting period by the CITY, the Contractor shall remove the temporary cold mix in areas outside the repaving limits and construct the final patch using a C2- AR4000 hot mix asphalt. A tack coat shall be applied to the pavement edges and surrounding areas. The thickness of the asphalt concrete layer shall be one inch greater than the existing section, but not less than four inches. The bid quantity shown in the proposal sheet for potholing is an estimate only and may be substantially different from the actual work performed by the Contractor. The exact number of potholes to be performed by the Contractor shall be as determined by the ENGINEER in the field. Payment for potholing will be made at the contract unit bid price only for the work actually performed and pre -approved to be performed at each location by the ENGINEER in the field and shall not be subject to the provisions of Section 3-2 of the Standard Specifications. UTILITIES SERVICE CHARGES The contractor is responsible for all utilities service charges related to the work during the course of construction and construction maintenance periods until the project has been accepted by the CITY. Payment for the utilities service charges shall be considered as included in the prices paid for various items of work and no additional compensation will be made therefor. 'FLOW AND ACCEPTANCE OF WATER It is anticipated that storm, surface or other waters will be encountered at various times during the work herein contemplated. The Contractor, by submitting a bid, acknowledges that he has investigated the risk arising from such waters and has prepared his bid accordingly; and Contractor submitting a bid assumes all said risk. GC-5 The Contractor shall conduct his operations in such a manner that storm or other existing waters may proceed uninterrupted along their existing drainage courses. Diversions of water for short reaches to protect construction in progress will be permitted if public and/or private properties, in the opinion of the ENGINEER, are not subject to probability of damage. The Contractor shall obtain written permission from the applicable public agency or property owner before any diversion of water outside of street right of way will be permitted. REMOVAL OF WATER The Contractor shall provide and maintain at all times during construction ample means and devices to promptly remove and properly dispose of all water entering the excavations or other parts of the work. No concrete footing or floor shall be laid in water nor shall water be allowed to rise over them until the concrete or mortar has set at least two (2) hours. Water shall not be allowed to rise unequally against the wall for a period of twenty-eight (28) days. Dewatering for the structures and pipelines shall commence when ground water is first encountered, and shall be continuous until such time as water can be allowed to rise in accordance with the above paragraph. Dewatering shall be accomplished by well points or some other method which will insure a dry hold and preservation of final lines and grade of the bottoms of excavation, all subject the approval of the ENGINEER. Disposal of water from dewatering operations shall be the sole responsibility of the Contractor. Disposal methods shall conform to the Porter -Cologne Water Quality Control Act, 1974, the Federal Water Pollution Control Act Amendments of 1972, and the California Administrative Code, Title 23, Chapter 3. Full compensation of dewatering shall be considered as included in the contract prices paid for the related items of work, and no additional compensation will be allowed therefor. FURNISHING AND APPLY WATER Furnishing and applying water shall conform to the applicable provisions of the Standard Specifications. Full compensation for furnishing and applying water will be considered as included in the prices paid for various items of work and no additional compensation will be made therefor. The Contractor shall make application for a permit for a temporary water meter as required. 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 incidentals to clean up and control the dust as specified above shall be considered as included in various items of work and not additional compensation will be allowed therefor. TRENCH SAFETY AND SHEETING, SHORING, AND BRACING EXCAVATION The Contractor shall utilize sheeting, shoring and bracing as required to minimize the trench width or to protect existing improvements or utilities in place as required for this project. GC-6 In accordance with Sections 6500 and 6705 of the Labor Code, the Contractor is required to obtain a permit from the Division of Industrial Safety for any trench or excavation which is five feet or more in depth and into which a person is required to descend. The Contractor shall furnish all labor, equipment, and materials required to design, construct, and remove all sheeting, shoring and bracing or other equivalent method of support of this project. Excavation for any trench five (5) feet or more in depth shall not begin until the Contractor has received an acknowledgement from the ENGINEER of the Contractor's detailed plan for worker protection from hazards of caving ground. Such plan shall be submitted at least five (5) days before the Contractor intends to begin excavation and shall show the details of the design of shoring, bracing, shielding or other provisions to be made for worker protection during excavation. No such plan shall allow the use of shoring, sloping or a protective system less effective than required by Construction Safety Orders of the Division of Industrial Safety and if such Plan varies from the shoring system standards established by the Construction Safety Orders, the Plan shall be prepared and signed by a Professional Engineer who is registered as a Civil or Structural Engineer in the State of California. Prior to the beginning of excavations requiring shoring, the Contractor shall designate in writing to the ENGINEER someone whose responsibility it is to supervise the project safety measures and someone whose responsibility it is to supervise the installation and removal of sheeting, shoring and bracing. Prior to beginning excavations requiring shoring, the Contractor shall submit the shoring plans to the County for acceptance. Contractor shall not begin excavations until County written acceptance has been acquired and provided to the City. In addition to shoring the excavations in accordance with the minimum requirements of Industrial Safety Orders, it shall be the Contractor's responsibility to provide any and all additional shoring required to support the sides of the excavation against the effects of loads which may exceed those desired by using the criteria set forth in the Industrial Safety Orders. The Contractor shall be solely responsible for any damages which may result from his failure to provide adequate shoring the excavation under any or all of the conditions of loading which may exist or which may arise during construction of the project. The Contractor is advised that the CITY has provided the Contractor with evidence of existing right of way and temporary construction easements as approved to date. The Contractor by submitting a bid agrees to work within the right of way as provided and no other compensation for tight working areas will be provided. Payment for sheeting, shoring, bracing, and all appurtenant related work shall be considered as included in the in the contract prices paid for the related items of work and no additional compensation will be allowed therefor. GC-7 STANDARD SPECIFICATIONS The Standard Specifications of the Agency are contained in the 1997 edition of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ("Green Book") including all current supplements as written and promulgated by the Joint Cooperative Committee of the Southern California Chapter of the American Public Works Association and the Southern California District of the Associated General Contractors of California. Copies of these Standard Specifications are available from the publisher: Building News, Incorporated 10801 National Boulevard, Suite 100 Los Angeles, California 90064 (800) 873-6397, Fax: (714) 535-8078 . The Standard Specifications set forth above will control the general provisions, construction material, and construction methods for this contract except as amended by the Plans, Special Provisions, or other contract documents. The section numbers of the following Special Provisions coincide with those of the Standard Specifications for Public Works Construction. Only those sections requiring amendment or elaboration, or specifying options, are called out. In case of conflict between the Standard Specifications and the Special Provisions, the Special Provisions shall take precedence over and be used in lieu of such conflicting portions. References in the Special Provisions to "CALTRANS Standard Specifications" shall mean the Standard Specifications (latest edition) of the State of California, Department of Transportation. Copies of these specifications and standard drawings may be obtained from: State of California - Department of Transportation Central Publication Distribution Unit 6002 Folsom Blvd. Sacramento, CA 95819 References Special Provisions to Standard Plans shall mean the Standard Plans of the CITY or other governing agencies' as specified. Where the Plans or Specifications describe portions of the work in general terms, but not in complete detail, it is understood that the item is to be furnished and installed complete and in place and that only the best general practice is to prevail and that only materials and workmanship of the first quality are to be used. Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment and incidentals, and do all the work involved in executing the contract. GC-8 WAGE RATES AND LABOR CODE REQUIREMENTS Wage Rates The Contractor and all Subcontractors shall be required to adhere to the general prevailing rate of per diem wages as determined and published by the State Director of the Department of Industrial Relations, pursuant to Sections 1770, 1773, and 1773.2 of the California Labor Code. Copies of these rates and the latest revisions thereto are on file in the Office of the Secretary of the Board of Directors and are available for review upon request. Attention is directed to the provisions of Sections 1774, 1775, 1776, 1777.5 and 1777.6 of the State Labor Code. Sections 1774 and 1775 require the contractor and all subcontractors to pay not less than the prevailing wage rates to all workmen employed in the execution of the contract and specify forfeitures and penalties for failure to do so. The minimum wages to be paid are those determined by the State Director of the Department of Industrial Relations. Section 1776 requires the Contractor and all Subcontractors to keep accurate payroll records, specifies the contents thereof, their inspection and duplications procedures and certain notices required of the Contractor pertaining to their location. The Contractor and all subcontractors shall be required to pay travel and subsistence payments as defined in applicable collective bargaining agreements and Labor Code Sections 1773.1 and 1773.8. Eight (8) hours of labor shall constitute a legal day's work, and the time of service of any worker employed on the work shall be limited and restricted to eight (8) hours during any one calendar day and forty (40) hours in any one calendar week, except when payment of overtime is made at not less than one and one-half (1-1/2) of the basic rate for all hours worked in excess of eight (8) hours per day. The Contractor shall forfeit to the CITY, as a penalty, $25 for each worker employed in the execution of this contract by him, or by any subcontractor under him, for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one calendar day or forty (40) hours in any one calendar week without such compensation for overtime. APPRENTICES Section 1777.5 requires the Contractor or Subcontractor employing tradesmen in any apprenticeable occupation to apply to the Joint Apprenticeship Committee nearest the site of the public works project and which administers the apprenticeship program in that trade for a certificate of approval. The certificate will also fix the ratio of apprentices to journeymen to be used in the performance of the contract. The Contractor is required to make contributions to funds established for the administration of apprenticeship programs if he employs registered apprentices or journeymen in any apprenticeable trade and if other Contractors on the public work site are making such contributions. GC-9 Information relative to apprenticeship standards, contributions, wage schedules and other requirements may be obtained from the State Director of Industrial Relations or from the Division of Apprenticeship Standards. CLAYTON ACT AND CARTWRIGHT ACT Section 7103 of the Public Contract Code specifies that in executing a public works contract with the CITY to supply goods, services or materials the Contractor or Subcontractor offers and agrees to assign to the CITY all rights, title and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 commencing with Sec. 16700) of Part 2 of Division 7 of the Business and Professional Code, arising from the purchase of goods, services or materials pursuant to the contract or subcontract. This assignment shall become effective when the CITY tenders final payment to the contractor without further acknowledgment by the parties. GC-10 SPECIAL PROVISIONS FOR THE CONSTRUCTION OF SLOVER AVENUE SEWER FROM CHERRY AVENUE TO HEMLOCK AVENUE BID NO. SB-57-00 EXCEPT AS SPECIFIED BELOW, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC), COMMONLY REFERRED TO AS "THE GREEN BOOK", WILL APPLY TO, AND CONTROL THIS WORK. PART 1- GENERAL PROVISIONS SECTION 1- TERMS, DEFINITIONS, ABBREVIATIONS AND SYMBOLS 1-2 DEFINITIONS City City of Fontana Agency/Owner City of Fontana Board City Council County County of San Bernardino Engineer City Engineer Project Manager Gregory J. Bucknell Federal United States of America State State of California Caltrans State of California Department of Transportation SSPWC Standard Specifications for Public Works Construction SBCFCD San Bernardino County Flood Control District Civil Engineer L.D. King, Inc. Geotechnical Engineer LOR Geotechnical Group, Inc. SP-1 SECTION 2 - SCOPE AND CONTROL OF THE WORK 2-1 AWARD AND EXECUTION OF CONTRACT [Replace with the following]: Within ten (10) working days after the date of the Notice to Award, the Contractor shall execute and return the following contract documents to the CITY: Contract Agreement Contract Performance Bond Payment Bond General Liability and Automobile Liability Insurance Certificate and Endorsement Forms Worker's Compensation and Employer's Liability Insurance Certificate and Endorsement Forms Construction Schedule Failure to comply with the above will result in annulment of the award and forfeiture of the Proposal Guarantee. The Contract Agreement shall not be considered binding upon the CITY until executed by the authorized CITY officials. A corporation to which an award is made may be required, before the Contract Agreement is executed by the CITY, to furnish evidence of its corporate existence, of its right to enter. into contracts in the State of California, and that the officers signing the contract and bonds for the corporation have the authority to do so. 2-4 CONTRACT BONDS [Add the following]: Both the Contract Performance Bond and the Payment Bond shall each be for not less than one hundred percent (100%) of the total contract amount. The Payment Bond shall remain in force until thirty-five (35) days after the date of recordation of the Notice of Completion. The Contract Performance Bond will not be released until one year after said date. 2-5 PLANS AND SPECIFICATIONS 2-5.1 General [Replace the first paragraph with the following]: The Contractor shall maintain a control set of Plans and Specifications on the project site at all times. All final locations determined in the field, and any deviations from the Plans and Specifications, shall be marked in red on this control set to show the as -built conditions. Upon completion of all work, the Contractor shall return the control set to the ENGINEER. Final payment will not be made until this requirement is met. Payment for the as -built plans shall be considered as included in the contract prices paid for the related items of work, and no additional compensation will be allowed therefor. SP-2 2-5.3 Shop Drawings and Submittals [Add the following]: All shop drawings and submittals required by the plans and specifications shall be submitted to the CITY'S PROJECT MANAGER. Contractor shall submit within ten (10) working days following "Notice to Proceed", a schedule of required submittals and shop drawings to the CITY'S PROJECT MANAGER. 2-8 RIGHT-OF-WAY [Add the following]: The CITY will acquire all rights of way, easements and rights of entry as required for this project. The Contractor shall verify that the acquisition(s) is completed prior to beginning any work outside the public right of way. All cost for remobilization, downtime, etc., due to delays in obtaining the required rights of way, easements, and rights of entry shall be included iri the lump sum price bid for Clearing and Grubbing and no additional compensation will be allowed. 2-9 SURVEYING 2-9.2 Survey Service [Replace the first two paragraphs with the following]: The CITY will provide surveying and construction staking required for the construction of this project as determined by the ENGINEER. The cost of any additional surveying and/or construction staking primarily for the convenience of the Contractor, not in conformance with usual and customary practices, and for replacement of stakes lost as a result of the Contractor's operations will be the responsibility of the Contractor. The cost of said additional surveying shall be deducted from the Contractor's progress payments. The Contractor shall make all requests for construction stakes in writing at least 48 hours in advance of the day required. The Contractor shall set finish elevation control stakes in the field and provide "cut" sheets 48 hours in advance for review and approval by the ENGINEER. Payment for setting finish elevation control stakes shall be considered as included in the price bid for the applicable items of work. SECTION 3 - CHANGES IN WORK 3-2 CHANGES INITIATED BY THE CITY 3-2.1 General [Add the following]: The term "Contract Price" as specified herein shall serve to mean the total dollar value of the Contractor's original bid for all of the various items of work combined and shall not be construed to mean the subtotal shown on any singular item of work. 3-3 EXTRA WORK 3-3.2 Payment 3-3.2.3 Markup [Add the following as the first paragraph]: The markups mentioned hereinafter shall include, but are not limited to, all costs for the services of superintendents, project managers, timekeepers and other personnel not working directly SP-3 on the change order and pickup or yard trucks used by the above personnel. These costs shall not be reported as labor or equipment elsewhere except when actually performing work directly on the change order and then shall only be reported at the labor classification of the work performed. SECTION 4 - CONTROL OF MATERIALS The Contractor's attention is directed to the provisions of Section 4, including the provisions regarding inspection and testing, and use of equivalent materials. The CITY will pay for inspection and materials testing. The Contractor shall pay for retests due to failure to meet specifications. 4-1 MATERIALS AND WORKMANSHIP 4-1.1 General [Replace the third paragraph with the following]: If at any time defects in the work shall be found, the Contractor shall promptly correct such defects, remove and dispose of all defective and unsatisfactory work or materials. Should the Contractor fail or refuse to remove and renew any defective work performed, or to make any necessary repairs in an acceptable manner, and in accordance with the Contract Documents, the CITY shall cause the unacceptable or defective work to be removed or renewed, or such repairs as may be necessary to be made at the Contractor's expense. Any expense incurred by the CITY in making these removals, renewals, or repairs, which the Contractor has failed or refused to make, shall be deducted from any monies due or which may become due the Contractor, with Contractor being obligated to reimburse the CITY for any sums incurred in excess of monies due or which may become due. SECTION 5 - UTILITIES 5-1 LOCATION [Add the following paragraph]: The Contractor shall notify the utilities designated in the General Conditions at least 48 hours in advance of excavating around any of their structures. SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK [Replace with the following]: The Contractor's proposed Construction Schedule shall be submitted to the ENGINEER within ten (10) working days after the date of the Notice of Award of Contract. The schedule shall be supported by written statements from each supplier of materials or equipment indicating that all orders have been placed and acknowledged and setting forth the dates that each item will be delivered. Prior to issuing the Notice to Proceed, the ENGINEER will schedule a preconstruction meeting with the Contractor to review the proposed Construction Schedule and delivery dates, arrange the utility coordination, discuss construction methods and clarify inspection procedures. The Contractor shall submit periodic Progress Reports to the ENGINEER by the tenth day of each month. The report shall include an updated Construction Schedule. Any deviations from the original schedule shall be explained. Progress payments will be withheld pending receipt of any outstanding reports. SP-4 The Contractor is advised as to the possibility of award of other construction projects within the proposed construction zone by the CITY, other governing agencies, or private companies. In the event of such award(s), the Contractor shall coordinate with the applicable parties as to the extent of and time required to complete their work and shall schedule his work and conduct his operations so as to permit access and time as required for the concurrent work. The Contractor shall immediately notify the CITY and the ENGINEER in the event of a delay in scheduling caused solely by this concurrent work. Payment for the above, if any, shall be deemed as included in the items of work as shown on the proposal bid sheet and no additional compensation will be allowed. 6-4 DEFAULT BY CONTRACTOR [Replace the first paragraph with the following]: The CITY has the right to suspend the work in whole or in part or cancel the contract without liability for damages, when in the CITY'S opinion the Contractor is not complying in good faith, has become insolvent, has assigned or subcontracted any part of the work without CITY'S consent, or shall fail to abide by the provisions of the Contract Documents. In the event it is necessary for the CITY to suspend the work as provided in this section, the Contractor shall not be entitled to any additional compensation for labor, materials, or other cost or expenses which may be incurred as a result thereof. CITY shall further have the right to withhold from the Contractor, any reasonable estimated sums as determined by the ENGINEER as may be required to correct the result of the Contractor's failure to abide by the provisions of the Contract Documents. The Contractor shall remain liable to the CITY for any correction cost in excess of cost incurred. Should work be suspended in part, Contractor shall continue with other work unaffected by the work suspended in accordance with the regular schedule or construction practices. 6-7 TIME OF COMPLETION 6-7.1 General [Add the following]: The time for completion shall be as set forth in the General Conditions (Time of Completion) page GC-1. 6-7.2 Working Day [Replace with the following]: The Contractor's activities shall be confined to the hours between 7:00 AM and 4:00 PM, Monday through Friday, excluding holidays. Deviation from these hours will not be permitted without the prior consent of the CITY and the ENGINEER, except in emergencies involving immediate hazard to persons or property. The Contractor shall obtain approval for any deviation from regular working hours or days by submitting a written request to the CITY and the ENGINEER at least 5 working days in advance, for approval by the CITY and the ENGINEER. In the event of either a requested or emergency deviation, inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates, including benefits, overhead and travel time. The service fees will be deducted from any amounts due the Contractor. SP-5 6-8 COMPLETION AND ACCEPTANCE [Replace the second paragraph with the following]: City will specify contract completion date when providing Contract Notice to Proceed. Contract completion date will be based on the date of the Notice to Proceed and the number of working days previously specified (Time of Completion). Completion will be in accordance with the Contract Documents, all applicable codes and to the full satisfaction and acceptance of the CITY, County, State and Federal authorities, having jurisdiction over the project so that the project or specified construction can be utilized for the purpose for which it was intended. Substantial completion shall include Contractor's furnishing of all contractor's "As -Built" data as required by the CITY and the ENGINEER to comply with the requirements of the appropriate governmental authorities and acceptance by any governmental authority or municipality. 6-9 LIQUIDATED DAMAGES [Replace last sentence of the first paragraph with the following]: If the work is not completed within the period provided in the General Conditions, the CITY and the Contractor agree that it would be impractical or extremely difficult to assess the actual resulting damages to CITY and therefore, they agree that the sum of Five Hundred ($500) Dollars for each every calendar day of such delay is a reasonable estimate of the same and shall constitute liquidated damages to CITY in such event. SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 7-1 CONTRACTOR'S EQUIPMENT AND FACILITIES [Add the following]: A noise level limit of 86 dbA at a distance of fifty feet shall apply to all construction equipment on or related to the job, whether owned by the Contractor or not. The use of excessively loud warning signals shall be avoided except in those cases required for the protection of personnel. 7-2 LABOR 7-2.2 Laws [Add the following]: The Contractor, and all subcontractors, suppliers and vendors shall comply with applicable CITY, STATE and FEDERAL orders regarding affirmative action to ensure equal employment opportunities and fair employment practices. Failure to file any report due under said orders will result in suspension of periodic progress payments. The Contractor shall ensure unlimited access to the job site for all equal employment opportunity compliance officers. 7-3 LIABILITY INSURANCE [Replace the entire Subsection with the following]: 7-3.1 Indemnification The contractor's obligation to provide indemnification shall be as set forth in Article VI of the Contract Agreement. SP-6 7-3.2 Insurance Requirements The Insurance afforded by this policy shall not be cancelled, suspended or modified, or renewal of such a policy declined unless notice is mailed, by certified mail return receipt requested, to the CITY at least 45 days prior to the effective date of the nonrenewal, suspension or modification or at least 30 days prior to the effective date of cancellation. The Contractor shall maintain during the life of the contract a protective liability policy. The policy shall provide for not less than the following amounts: Bodily Injury $1,000,000 each person $2,000,000 each occurrence $1,000,000 each accident for products and completed operations Property Damage $1,000,000 each accident Worker's Compensation Statutory Automobile Liability Insurance to include all owned, non -owned or hired vehicles, including loading and unloading thereof: Automobile Bodily Injury $1,000,000 each person $2,000,000 each accident Automobile Property Damage $1,000,000 each occurrence All liability insurance policies shall bear an endorsement or shall have attached a rider whereby it is provided that, in the event of expiration or proposed cancellation of such policies for any reason whatsoever, the CITY shall be notified by registered mail, return receipt requested, giving a sufficient time before the date thereof to comply with any applicable law or statute, but in no event less than 30 days before expiration or cancellation is effective. The following statement shall be included on the insurance certificate: Additional Insured: The insurer agrees that the CITY, County of San Bernardino, its City Council/Board, and/or all City Council/Board appointed groups, committees, boards and any other City Council appointed body, and/or elective and appointive officers, servants, agents or employees of the CITY when acting as such are additional insured hereunder, for the acts of the insured, and such insurance shall be primary to any insurance of the CITY/County of Bernardino. The Contractor agrees to protect, defend and indemnify the CITY/County of San Bernardino against loss, damage or expense by reason of any suit claims, demands, judgments and causes of action caused by the Contractor, his employees, agents or any subcontractor, or by any third party arising out of or in consequence of the performance of all or any operations covered by the Certificate of Insurance. The Contractor, at his option, may include such coverage under his General Liability coverage. 7-3.3 Contractor's Liability The CITY, its City Council or the ENGINEER shall not be answerable or accountable in any manner for any loss or damage that may happen to the work or any part thereof; or for any of the materials or other things used or employed in performing the work; or for injury to any person or SP-7 persons, either workmen or the public; or for damage to any person or persons, either workmen or the public; or for damage to adjoining property from any cause which might have been prevented by the Contractor, or his workmen, or any one employed by him; against all of which injuries or damages to persons and property the Contractor, having control over such work, must properly guard. The Contractor shall be responsible for any damage to any person or property resulting from defects or obstructions or any time before its completion and final acceptance, and shall indemnify and save harmless as set forth in Article VI of the Contract Agreement, the CITY, its City Council and the ENGINEER from all suits or actions of every name and description brought for, or on account of, any injuries or damages received or sustained by any person or persons, by the Contractor, his servants or agents, in the construction of the work or in consequence of any negligence in guarding the same, in improper materials used in its construction, by or on account of any act or omission of the Contractor or his agents, and so much of the money due the Contractor under and by virtue of the Contract as shall be considered necessary by the CITY may be retained by the CITY until disposition has been made of such suits or claims for damages aforesaid. If, in the opinion of the ENGINEER, the precautions taken by the Contractor are not safe or adequate at any time during the life of the Contract, the ENGINEER may order the Contractor to take further precautions, and if the Contractor shall fail to do so, the ENGINEER may order the work done by others and charge the Contractor for the cost thereof, such cost to be deducted from any monies due or becoming due the Contractor. Failure of the ENGINEER to order such additional precautions, however, shall not relieve the Contractor from his full responsibility for public safety. 7-3.4 Certificates of Insurance The Contractor shall not commence work until Contractor had delivered to the CITY a Certificate of Insurance executed by a duly authorized agent of the insurance carrier specifying that the insurance affords coverage for all matters set forth in this contract in at least the minimum amount required. All of said certificates must show the correct job reference and location of the job site and are not to state "covering all tracts." Contractor at his own cost and expense, shall insure this interest against loss resulting from fire, earth settlement, theft, embezzlement, riot or any other cause whatsoever. 7-5 PERMITS [Replace the first sentence with the following]: Prior to the start of any work, the Contractor shall take out the applicable CITY/County permits and make arrangements for CITY/County inspections. The Contractor and all subcontractors shall each obtain any and all other permits, licenses, inspections, certificates or authorizations required by any governing body or public utility. Payment for this work shall be included in the bid items of work and no additional compensation will be allowed. The CITY will waive the usual CITY encroachment permit fees. The Contractor shall provide the CITY with copies of all permits prior to commencement of construction. If the permit or license of any agency or public utility is more restrictive than the standard specifications, standard drawings or the special provisions, the requirements of the permit or license shall take precedence for that portion of the work in the agency or public utility right-of-way. A right of entry agreement with Union Pacific Railroad Company must be executed by the contractor prior to performing any work adjacent to railroad right-of-way. This agreement has been applied for. Sample permit documents are included in Appendix V. Full compensation for compliance with the conditions of the permits shall be considered as SP-8 included in the various contract items. 7-8 PROJECT SITE MAINTENANCE 7-8.5 Temporary Light, Power, and Water [Add the following]: The contractor shall be responsible for installation of required temporary and permanent utility service meters. Meters shall be paid for as shown in the bid proposal sheet for meter installation and shall include full compensation for application, coordination and all related work and no additional compensation will be allowed. Utilities service charges for electric, gas, water and telephone shall be the responsibility of the contractor during construction and construction maintenance periods. Payment for utilities service charges shall be considered as included in the prices paid for various items of work and no additional compensation will be allowed. 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS [Add the following]: In addition to standard specifications, special attention shall be given to the following: Contractor shall notify the CITY of utility to be crossed. Contractor shall protect in place said utility and provide all labor, materials, tools and equipment necessary for shoring, bracing or other support and backfill required by utility owner or CITY and no additional compensation will be allowed. Existing irrigation lines and landscape areas in the parkway or front yards that need to be removed for construction shall be replaced/reconstructed. Compensation for this item shall be considered as included in the item of work originating this work and no separate payment shall be made to the contractor. Contractor shall prevent tracking tack coat, asphalt concrete emulsions onto existing concrete such as driveways, cross gutters, spandrels, and other adjacent improvements by sanding or other methods approved by the Engineer. Any material tracked onto existing improvements shall be removed to the satisfaction of the Engineer and the Owner of the improvements, at the Contractor's expense. [Replace the last sentence of Paragraph 3 with the following]: Lawns shall be repaired by installing sod of similar variety as that which was removed. Installation shall be in accordance with the grower/supplier's instructions. 7-10 PUBLIC CONVENIENCE AND SAFETY 7-10.1 Traffic and Access [Add the following]: (Special attention is called out for in Section 7-10.1 in whole, and especially as highlighted:) The Contractor's operations shall cause no unnecessary inconvenience. The access rights of the public shall be considered at all times. Unless otherwise authorized, traffic shall SP-9 be permitted to pass through the work, or an approved detour shall be provided. Safe and adequate pedestrian and vehicular access shall be provided and maintained to fire hydrants, commercial and industrial establishments, churches, schools, parking lots, service stations, motels, fire and police stations, hospitals, and establishments of similar nature. Access to these facilities shall be continuous and unobstructed unless otherwise approved by the ENGINEER. Safe and adequate pedestrian zones and public transportation stops, as well as pedestrian crossing, of the Work at intervals not exceeding 300 feet (90 m), also shall be maintained unless otherwise approved by the ENGINEER. Vehicular access to residential driveways shall be maintained to the property line except when necessary construction precludes such access for reasonable periods of time. If backfill has been completed to such extent that safe access may be provided, and the street is opened to local traffic, the contractor shall immediately clear the street and driveways and provide and maintain access. The contractor shall cooperate with the various parties involved in the delivery of mail and the collection or removal of trash and garbage to maintain existing schedules for these services. Grading operations, roadway, excavation and fill construction shall be conducted by the Contractor in a manner to provide a reasonably satisfactory surface for traffic. When rough grading is completed, the roadbed surface shall be brought to a smooth, even condition satisfactory for traffic. Unless otherwise authorized, work shall be performed in only one-half of the roadway at one time. One-half shall be kept open and unobstructed until the opposite side is ready for use. If one-half a street only is being improved, the other half shall be conditioned and maintained as a detour. The Contractor shall include in its Bid all costs for the above requirements. When entering or leaving roadways carrying public traffic, the Contractor's equipment, whether empty or loaded, shall in all cases yield to public traffic. The Contractor shall notify all affected property owners of the proposed schedule a minimum of 48 hours, but not more than 72 hours, in advance of any limitation or closure of access to their property. Form of said notice shall be as approved by the ENGINEER and shall contain the date and time of the closure. In the event of delay, whether beyond the control of the Contractor or not, the Contractor shall notify all affected property owners as to the extent of the delay and his revised schedule. In the event of delay over 72 hours, the Contractor shall re -notify the property owners as described above. Payment for notification and coordination as per Section 7-10 as modified herein shall be included in the compensation paid for the various items of work and no additional compensation will be allowed. 7-10.2 Storage of Equipment and Materials in Public Streets [Add the following]: No more than 500 linear feet of pipeline shall be stockpiled on the site, regardless of size. SP-10 The Contractor shall assume full responsibility for any damage caused by stockpiling and shall repair same at his expense. The Contractor shall also be responsible for providing traffic control as required to protect the public from hazards caused by stockpiling within the right of way. The Contractor shall be responsible for obtaining the applicable CITY permit for stockpiling within the public right of way (Permit Fees will be waived for CITY contracts). Payment for the above, if any, will be deemed as included in the items of work and no additional compensation will be allowed. The Contractor may, at his own expense, maintain and operate a work and storage area outside the public right-of-way. In such case the Contractor shall submit to CITY written authorization from the owners of the subject property prior to occupation. Occupation of site without written authorization shall be grounds for immediate suspension of work. Location of site to be approved by CITY. Condition and operation of yard shall conform to these specifications. The Contractor shall assume full responsibility for all damage to the site resulting from his operations and shall repair and/or replace same, at his own expense, to the satisfaction of the owner of the subject property. The Contractor shall vacate site and return it to pre -project condition within five (5) working days following completion of work for which it was intended. The Contractor shall obtain a written release from the property owner accepting the condition of the vacated site and releasing the Contractor from any further clean-up or restoration work and shall submit a copy of such release to the CITY. The Notice of Completion will not be issued until said release is submitted. 7-10.3 Street Closures, Detours and Barricades [Add the following]: The Contractor shall maintain the minimum traffic requirements designated in the General Conditions. COMPENSATION FOR TRAFFIC CONTROL SHALL include street detours, grading, restoration, arrow boards, signs, flagmen, barricades, flashers, temporary striping, striping, removal and replacement of miscellaneous signs, fences and all appurtenances and shall be paid for at the lump sum contract price for traffic control and no additional compensation will be allowed. All existing stop signs, street name signs and regulatory signs shall be maintained in visible locations during construction and permanently relocated or removed as directed by the plans and the ENGINEER. Signs which need not be maintained during construction or permanently relocated shall be salvaged to the applicable government authority. Any deviation from the Traffic Control plans as provided shall be approved by the CITY Traffic Engineer and other agencies representatives. No street or access closure to through traffic will be allowed without the express approval of the ENGINEER. The following statement applies to all permits for work within public rights -of -way: The "State of California Manual of Traffic Control for Construction and Maintenance Work Zones" provides information necessary to carry out proper and safe traffic control. Should a contractor not provide proper traffic control after the first advisory warning, the CITY may cite the contractor or other contracting agency under City Ordinance 997. The SP-11 penalty for not providing for the required proper traffic safety in the public right-of- way is a misdemeanor with a fine of up to $1,000.00 or up to 6 months in jail or both. Contractor shall provide strict traffic control at all times using the signs, barricades, delineations, warning lights, flagged_ control and flashing arrow signs, as required. The normal lane to be maintained is 12 feet wide. Any deviation from this may require temporary pavement markings. Consult with the CITY INSPECTOR if you require assistance. 7-10.4 Public Safety [Add the following]: 7-10.4.1 Safety Orders The Contractor shall comply with the provisions of any CITY ordinances or regulations regarding requirements for the protection of excavations and the nature of such protection. 7-15 CERTIFIED PAYROLL RECORDS [Add the following]: Certified Payroll Records shall be submitted to the CITY by the tenth day of each month. Progress payments will be withheld pending receipt of any outstanding reports. SECTION 9 - MEASUREMENT AND PAYMENT 9-3 PAYMENT 9-3.1 General [Replace the first paragraph with the following]: Contractor will be paid only for the quantities as listed in the Bid Schedule and constructed in accordance with the Plans and Specifications. Should any pay item contained in the Contract Documents be found unnecessary for the proper completion of the work, the CITY may, upon written Change Order to the Contractor, eliminate such pay items from the contract, and such action shall in no way invalidate the contract. Any pay items added to the contract as a result of unforeseen circumstances or required work not included on the plans and specifications will be paid only if those items were approved by the CITY, a cost was agreed to by all parties and a written Change Order was approved and submitted to the CITY prior to the construction of said work. Before any payment shall be made, Contractor shall have provided CITY with releases executed by persons who might have mechanics liens, stop notices or labor and materials bond rights against the project and arising out of the work. 9-3.2 Partial and Final Payment [Replace the last paragraph with the following]: The closure date for periodic progress payments will be five (5) working days prior to the first Monday of each month. The final progress payment will not be released until the Contractor returns the control set of the Plans and Specifications showing the as -built conditions. The full ten percent (10%) retention will be deducted from all payments. The final retention will be authorized for payment thirty-five (35) days after the date of recordation of the Notice of Completion by the CITY. SP-12 In conformance with the State of California Public Contract Code, Section 22300, the Contractor may substitute securities for any monies withheld by the CITY to secure performance under the contract. At the request and expense of the Contractor, securities equivalent to the amount withheld shall be deposited with the CITY or with a State or Federally chartered bank as the escrow agent who shall pay such monies to the Contractor upon notification by CITY of Contractor's satisfactory completion of the contract. The type of securities deposited and the method of release shall be approved by the CITY Attorney's office. Before the CITY shall make the final payment, Contractor shall execute and file with the CITY a release in the form supplied by the CITY, releasing its officers, employees, representatives, and agents from any and all claims for liability relating to any undisputed contract amounts for work performed in relation to the undisputed amounts. 9-3.3 Delivered Materials [Replace with the following]: Materials and equipment delivered but not incorporated into the work will not be included in the estimate for progress payment. 9-3.4 Mobilization [Replace with the following]: Mobilization shall consist of preparatory work and operations, including but not limited to those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for the establishment of all offices, buildings and other facilities necessary for the work on this project; and for all other work and operations which must be performed or cost incurred prior to the beginning of work on the various contract items on the project site. The compensation paid for mobilization shall be included in the contract lump sum price for clearing and grubbing and shall be full compensation for all costs incurred by the Contractor for doing all work involved in mobilization as specified herein. Payment for mobilization will be included in the first monthly progress payment and shall be considered full compensation for the cost of such mobilization and administered for the entire contract. PART 2 - CONSTRUCTION MATERIALS SECTION 201- CONCRETE, MORTAR and RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE In addition to the materials outlined in Section 201-1 of the Standard Specifications, the following materials are included under Portland Cement Concrete unless otherwise covered by specific bid item. 201-1.1.1 General [Add the Following]: A. Quality Assurance SP-13 1. Concrete Mix Design: Requirements for mixes designed by an Independent Testing Laboratory (ITL), approved by the CITY, are: a. Prove by preliminary tests prior to concrete or provide historical data to substantiate design strengths. 2. Procedure: a. Use plant batched concrete. b. Conform to ACI 318-77 Building Code Requirements for Reinforced Concrete and ASTM C-94 Specification for Ready - Mixed Concrete. 3. Tests: a. The CITY may employ and pay for an ITL to test materials and design concrete mixes. b. Aggregate Test: Test for Sieve or Screen Analysis of Fine and Coarse Aggregates (ASTM C-136). B. Submittals 1. Mix Design: Submit in triplicate for each strength of concrete specified stating the proposed slump, proportions of each ingredient and location of usage. 2. Test Reports: Submit in triplicate to the CITY within 3 days after tests are made. 3. Color Chart: Submit in triplicate of texture masonry paint samples to CITY. Color and texture to be selected at time of installation by CITY'S authorized representative. 201-1.1.2 Concrete Specified by Class [Add the Following]: A. Refer to the Standard Specifications. Contractor shall utilize Concrete Class 520- C-2500 for walks and slabs; for retaining walls, foundation and footings utilize class 560-C-3250. B. Maximum Slump: 5" for concrete containing superplastizer admixture 201-1.1.4 Test for Portland Cement Concrete [Add the Following]: A. Evaluation of Test Results and Failure to Meet Strength Requirements; 1. Evaluate test results according to the Recommended Practice for Evaluation of Compression Test Results of Field Concrete (ACI 214). SP-14 2. Consider evaluations valid only if the samples have been taken and tests have been conducted in accordance with American Concrete Institute and American Society for Testing and Materials specifications and methods are applicable. 3. If strength tests performed on the concrete cylinders, cast at the time the concrete is placed, fail to meet the specified 28-day value, or if the samples have not been taken and tests conducted as specified, consider the concrete represented by such tests questionable and subject to further testing. 4. Conduct additional tests of questionable concrete in accordance with Standard Method of Obtaining and Testing Drilled Cores and Sawed beams of Concrete (ASTM C-42) when concrete cores may be obtained in the field or by load tests conducted and results evaluated in accordance with Chapter 20 of Building Code Requirements for Reinforced Concrete (ACI 318). 5. Test results obtained by the use of an impact hammer or sonoscope, unless correlated with other test data, will not be considered conclusive in evaluating strengths of concrete. 6. If the additional tests fail to demonstrate strengths adequate for the intended purpose or the member or members in question, as determined by the CITY, removed and replaced the questionable concrete. 201-1.2 Materials [Add the Following]: A. Contraction Joint: Plastic KWIK joint or equal. B. Waterproof Paper or Polyethylene Film: ASTM C-171. C. Quick -Set Concrete: Pour stone. Mix and apply in accordance with manufacturers specifications. D. Filter Fabric: Outline 80 by Wellman Inc. Use around drainage system at retaining seatwall. E. Silica Sand #16. 201-1.2.2 Aggregates [Add the Following]: A. Provide evaluation of aggregates for susceptibility to an alkali -aggregate reaction. B. Regard fine and coarse aggregates as separate ingredients. C. Maximum size of coarse aggregate: 1" for footings; 3/4" for slab and walls. 201-1.2.4 Admixtures [Add the Following]: SP-15 A. Water reducing admixture conforming to ASTM C-494 Type A, Plastocrete or equal. B. Superplastizer high range water reducing admix conforming to ASTM C-494 Type A and K Sikament 300 or equal. C. Prohibited Admixtures: Calcium chloride, thiocyanates or admixtures containing more than 0.05% chloride ions are not permitted. 201-2 REINFORCEMENT FOR CONCRETE [Add the following]: In addition to the materials outlined in Section 201-2 of the Standard Specifications, the following materials are included under Steel Reinforcement for Concrete unless otherwise covered by specific bid item. A. Furnish reinforcing bars cut to length and bent, chair, spacers, ties, and temperature steel necessary to complete reinforced concrete work shown on the Drawings. B. Smooth Bar Dowels: ASTM A-615, Grade 60 or ASTM A-36, plain round bars. 201-3 EXPANSION JOINT FILLER AND JOINT SEALANTS In addition to the materials outlined in Section 201-3 of the Standard Specifications, the following materials are included under Expansion Joint Filler and Joint Sealants unless otherwise covered by specific bid item. 201-3.2 Premolded Joint Filler [Add the Following]: Refer to the Standard Specifications. Contractor to utilize Nonextruding and Resilient Filler ASTM D 1751 (Bituminous Type). 201-3.4 Type "A" Sealant [Add the Following]: Refer to the Standard Specifications. Contractor to utilize type "A" Sealant. 201-4 CONCRETE CURING MATERIALS In addition to the materials outlined in Section 201-4 of the Standard Specifications, the following materials are included under Concrete Curing Compound unless otherwise covered by specific bid item. 201-4.1 General [Add the Following]: A. Liquid Membrane: The compound shall be clear styrene acrylate type, 30% solids content minimum, and have test data from and independent testing laboratory indicating a maximum moisture loss of 0.030 grams per square centimeter when applied at a coverage rate of 300 square feet per gallon. Compound shall be "Super Rez Seal" or "Super Pliocure" by The Euclid Chemical Company, "Masterseal 66" by Master Builders, or approved equal, manufacture's certification required. Apply in strict accordance with manufacturer's recommendations. SP-16 B. Dissipating Resin Curing Compound: The compound shall be a dissipating resin compound, conforming to ASTM C-309, Type, "Kurez DR" by The Euclid Chemical Company, or approved equal. The film must chemically break down in a two to four week period. 201-5 CEMENT MORTAR In addition to the materials outlined in Section 201-5 of the Standard Specifications, the following materials are included under Cement Mortar unless otherwise covered by specific bid item. 201-5.6 Quick Setting Grout [Add the Following]: Set non -shrink grout manufactured by the Master Builders Co., Upcon Construction Grout manufactured by the Upcon Chemical Division of USM Corporation, 5-Star Grout manufactured by the Grout Corporation, Crystex Grout manufactured by L & M Construction Chemicals, Inc., or approved equal. SECTION 211- SOILS AND AGGREGATE TESTS 211-2 COMPACTION TESTS 211-2.2 Field Density [Add the following paragraph]: Field density tests will be made by the Geotechnical Engineer during the course of construction at the expense of the CITY. If field density tests indicate that any portion of the compacted subgrade has density lower than that specified, the Contractor shall rework that portion until the specified density is obtained. Retest of areas which have failed compaction will be performed by the Geotechnical Engineer at the Contractor's expense. PART 3 - CONSTRUCTION METHODS SECTION 300 - EARTHWORK 300-1 CLEARING AND GRUBBING 300-1.1.1 General [Add the following]: Contractor shall field verify existing grades and shall accept site as is, for no other grading shall be performed by AGENCY. 300-1.3 Removal and Disposal of Materials 300-1.3.1 General [Replace the first sentence]: All materials removed shall be disposed of in a legal manner at an appropriate Disposal Site. 300-1.3.2 Requirements [Add the following]: SP-17 (a) Bituminous Pavement [Replace second sentence with the following]: Saw cutting of edges to be joined is required. (d) Miscellaneous [Add the following]: In addition to the work outlined in Section 300-1.1 of the Standard Specifications, the following items of work are included under the Sewer Construction unless otherwise covered by specific bid item. 1. Mobilization and demobilization in accordance with Section 9-3.4 of the Standard Specifications. 2. Maintaining dust control at all times by watering during the entire time of the project, whether extended or not, including developing a water supply and furnishing and placing all water for all work done in the contract, including water used for extra work. 3. Provide for necessary traffic control, including all signs, barricades, flashers and flagmen necessary to maintain proper control along street rights of way and easements. 4. Application of soil sterilant. 5. Protection of utilities, structures, improvements and other facilities within the construction zone, except those specifically shown on the plans to be removed or relocated. 6. Removal and disposal of existing natural and artificial objectionable material within the limits of construction. 7. Verification of existing locations and elevations as shown on the plans or directed by the ENGINEER other than that designated as "potholing." 8. Replacement of disturbed traffic signs, street names, mailboxes, property owner signs, fences, landscaping, protection of temporary construction fences and all appurtenances, striping and markings as required to the satisfaction of the ENGINEER. 9. Tree removal and disposal of trees in a legal manner including removal of all roots and vegetative material, over -excavation if applicable, and recompaction to 95% minimum relative compaction (ASTM D-1557). Tree removal permit shall be obtained from the appropriate agency. 10. Provide for the replacement of trees and plants, of the same kind, to the reasonable satisfaction of the property owners whether indicated on the plans or not. 11. This item shall also be interpreted to include the removal or relocation of any additional items not specifically mentioned herein or covered by specific bid item, which maybe found within the work limits whether shown or not shown on the plans SP-18 to be removed or relocated. 300-1.4 Payment [Add the following]: Unless otherwise specified, compensation for clearing and grubbing shall include full compensation for Items described above, and shall be paid for at the lump sum contract price and no additional compensation will be allowed. Payment shall include full compensation for furnishing all labor, materials, tools and equipment and doing all work involved in clearing and grubbing as specified, including saw -cutting, loading, hauling, stockpiling and disposal. Contractor is advised that the majority of clearing and grubbing work within the project area will be performed by others. Tree removal, fence relocation and utility pole relocations will be performed by others prior to Notice to Proceed. 300-2 UNCLASSIFIED EXCAVATION 300-2.1 General [Add the following]: Unless separately designated, unclassified excavation shall include excavating, loading, stockpiling, hauling and disposing of surplus material to the depth indicated on the plans or as directed by the ENGINEER. Any remnants of structures, foundations, and fences within limits of construction shall be removed and disposed of in the legal manner and will be considered part of Unclassified Excavation. Removal of existing asphalt concrete pavement shall be included in this item of work unless covered by a specific bid item. 300-2.2 Unsuitable Material [Add Subsection 300-1.3.2 (a) Bituminous Pavement" as Subsection 300-2.2.3 and amend as follows]: Bituminous Pavement and Concrete removals shall be saw -cut at the designated lines of removal shown on the Plans or as designated by the ENGINEER. 300-2.6 Surplus Material [Add the following]: All surplus materials shall be disposed of in a legal manner at the Contractor's expense. 300-2.9 Payment [Replace with the following]: Payment for Unclassified Excavation shall be deemed as included in the compensation paid for the related bid item and no additional compensation will be allowed. Payment for removal of existing asphalt concrete pavement, concrete driveways, and concrete curb and gutter shall be included in prices for various items of work and no additional compensation will be made therefor, and shall include furnishing all labor, materials, tools, and equipment involved, including saw -cutting, loading, hauling, stockpiling and disposal. 300-3 STRUCTURE EXCAVATION AND BACKFILL 300-3.1 General [Add the following]: Structure excavation and backfill shall be limited to the areas shown on the plans. SP-19 In making structure excavations for the project, the Contractor shall be fully responsible for designing, checking, providing and installing adequate sheeting, shoring, bracing, lagging, cribbing and piling as may be necessary as a precaution against slides, slippage or cave-in and to protect all existing and temporary improvements of any kind, either public or private property, fully from damage. 300-3.5 Structure Backfill 300-3.5.1 Requirements [Add the following]: The relative compaction of all structural fill and backfill shall be 95 percent. 300-3.6 Payment [Add the following]: Payment for structure excavation and backfill shall be considered as included in the various items of which they are a part, and no additional compensation will be allowed therefor. SECTION 301- TREATED SOILS, SUBGRADE PREPARATION AND PLACEMENT OF BASE MATERIALS 301-1 SUBGRADE PREPARATION 301-1.2 Preparation of Subgrade [Add the following]: Preparation of the subgrade shall conform to the provisions of Section 301-1 of the Standard Specifications and these provisions. Subgrade preparation for areas of new pavement shall include scarification, moisture conditioning, and compaction of the upper approximately 12 inches of subgrade. If areas of soft, saturated, or otherwise unsuitable materials are encountered, they should be removed to competent underlying material, as evaluated in the field by the geotechnical consultant, and replaced with compacted fill. Fill should be placed in horizontal lifts approximately 8 inches in loose thickness and compacted by appropriate mechanical methods. Fill should be generally free of rocks or hard chunks of material in excess of 6 inches in diameter. Fill material placed to support structures, such as pavements, curbs, and gutters, should be compacted to 95 percent or more relative compaction in accordance with ASTM D 1557-91 at a moisture content at or near optimum. 301-1.3 Relative Compaction [Replace with the following]: Relative compaction of finished subgrade under paved areas and concrete curb and gutter shall be modified to require 95% minimum relative compaction of the top 12" of the subgrade. All material removed and replaced for remedial grading, trenching, or disturbed by tree removal shall be compacted at 95% minimum relative compaction, even where it extends beyond 12" below finished subgrade. Relative compaction of all other areas outside of curb and gutters, gutters and paved areas shall require 90% minimum compaction. SP-20 Compensation for subgrade preparation shall be deemed to be included in the unit price bid for respective bid item and no additional compensation will be allowed. 301-1.7 Payment [Replace the first paragraph with the following]: Payment for subgrade preparation shall be included in the unit price bid for respective bid item and shall include, hauling, exporting, screening, spreading and compacting and no additional compensation will be allowed. 301-6 SOIL STERILANT [Add the following Subsection]: 301-6.1 General All areas to receive Asphalt Concrete Pavement shall be prepared in accordance with applicable sections of the Standard Specifications concerning subgrade preparation. In addition, after the compaction is completed, the Contractor shall apply a non -migrating soil sterilant to the subgrade. Application shall be by spray equipment which provides good mechanical agitation and even coverage of the area to be treated. Spray equipment shall be calibrated before material is applied and the CITY Inspector's decision as to the effectiveness of the spray equipment shall be final. Great care shall be taken to apply soil sterilant to the designated areas only. Aggregate base may be placed immediately after placement of soil sterilant. 301-6.2 Operator's License The Contractor's operator applying the soil sterilant shall be licensed by the State of California, Department of Food and Agricultural Affairs and registered with the Office of the Agricultural Commissioner of San Bernardino County as pest control officer. 301-6.3 Application Any soil sterilant, which is approved in writing by a licensed pest control advisor (for the purpose of which it will apply) may be used upon acceptance by the ENGINEER. The dye shall not stain concrete or masonry. Certification shall be furnished to the ENGINEER showing the purchase receipt and manufacturer's recommended rate of application of the material. 301-6.4 Payment The Contractor shall supply all labor, materials and equipment to apply the soil sterilant and shall include the cost for application in the lump sum contract price bid for clearing and grubbing and no additional compensation will be allowed. SECTION 302 - ROADWAY SURFACING 302-5 ASPHALT CONCRETE PAVEMENT 302-5.1 General [Replace the last paragraph with the following:] Asphalt Concrete shall conform to the requirements of Subsection 203-6.1 and Section 302-5 of the Standard Specifications, as modified by these Special Provisions. SP-21 302-5.4 Tack Coat [Add the following]: A tack coat shall be applied uniformly upon the existing pavement planes and joints, gutters, inlets, manholes, etc. prior to placing the asphalt concrete. The tack coat shall be SS-lh emulsified asphalt per Section 203-3. The surface to be covered shall be free of water, foreign material, vegetation or dust before application of the tack coat. Payment for tack coat, labor, equipment, and material and doing all other appurtenant work shall be deemed as included in the unit price bid for asphalt concrete and no additional compensation shall be allowed. 302-5.5 Distribution and Spreading [Add the following]: Asphalt concrete pavement for resurfacing shall be at least 4" thick, regardless of the thickness of the pavement removed and shall be placed in two or more courses. The base courses shall be no more than three inches thick and shall be B-AR-4000. The finish course shall be a minimum one inch thick and shall be C2-AR 4000. The courses shall be machine placed. All trench resurfacing shall be completed to the base course level within five working days following underground construction. Placement of the finish course shall not be completed until completion of all underground construction unless waived by the ENGINEER. At those locations where new asphalt concrete pavement overlay joins existing asphalt pavement, the Contractor shall rake out all aggregate 3/8 inch or larger and feather the new paving to form a smooth transition to join the existing pavement. Contractor shall suspend all paving operations when the CITY Inspector determines the weather conditions are not suitable for paving. 302-5.9 Measurement and Payment [Add the following]: Asphalt Concrete pavement for resurfacing shall include the full depth patch and shall be measured by the ton. The weight shall be determined as provided in Subsection 302-5.8 of the Standard Specifications. Payment shall be made at the contract unit price bid per ton and shall include full compensation for subgrade preparation, including tack coat where required. Payment will only be made for resurfacing of areas of pavement removal within the "pay limits" as shown per detail on the plans and measured in the field. Resurfacing of areas removed outside of these limits will be at the Contractor's expense. SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION 303-1 CONCRETE STRUCTURES 303-1.1 General [Add the following]: Concrete structures shall conform to the provisions of Section 303-1 of the Standard Specifications for Public Works Construction as modified by the applicable Standard Plans and SP-22 herein. Concrete in other agencies right-of-way shall be done as per other agencies permit requirements. Steel Reinforcement for Concrete. All steel reinforcement for concrete structures shall conform to the provisions in Section 201-2 of the Public Works Standards unless otherwise noted in the Plans or these Special Provisions. Section 52-1.04 of the State Standard Specifications shall apply in lieu of Section 201-2.5 of the Public Works Standards. Reinforcing steel shall be Grade 60 billet steel conforming to ASTM A615. The surfaces of all concrete structures shall receive an ordinary surface finish. All concrete inlets shall have chamfered edges. 12" Concrete Bond Beam shall have rounded edges at tie in points. The Contractor shall furnish all labor, tools, and materials to construct reinforced Portland Cement Concrete structures and appurtenant work to grades and dimensions shown on the Plans or staked in the field. The exact proportions of aggregate and water to be used in all classes of concrete shall be determined by the Contractor and submitted to the ENGINEER for review at least ten (10) working days prior to its use under this contract. Unless otherwise specified, transverse construction joints shall be placed in all reinforced sections at intervals of not less than 10 feet or more than 50 feet. The joints shall be in the same plane for theentire structure and for concrete thickness greater than 6 inches shall be keyed as directed by the ENGINEER. The concrete for surface improvements shall be Class 560-C-3250, while that for inlet structures and junction structures shall be Class 560-C-3250, and while that for box culverts shall be Class 650-C-4000. 303-1.3 Forms [Add the following]: Forms shall be braced to withstand the pressures developed and shall be tight to prevent the loss of mortar. Formed wall surface shall be free of any unevenness greater than 1/4 inch when checked with a 10 foot straight edge. Concrete in walls with side slopes flatter than 3/4:1 shall be placed on suitable material which has been overfilled, compacted and trimmed to true grade. Backforms shall be used where the slide slope is 3/4:1 or steeper. A clear non -staining form release agent, which will not discolor nor affect the surface texture of the concrete and does not react with any ingredients of the concrete shall be used. The cost of furnishing and placing form release agent shall be included in the cost of Portland Cement Concrete. Contractor shall be responsible for the design, engineering, construction and safety of removable form work. SP-23 Contractor shall design removable forms for the loads and lateral pressures outlined in the American Concrete Institute Standard "Recommended Practice for Concrete Formwork" (ACI 347-78). 303-1.7 Placing Reinforcement 303-1.7.1 General [Add the following]: Aluminum and plastic supports for reinforcement shall not be used. Bars shall be accurately spaced as shown on the Plans and spacing of first bar immediately adjacent to transverse construction joint shall be one-half the required spacing shown on the Plans. In no case shall the clear distance between parallel bars be less than 2-1/2 diameters of the bar, or a minimum of 2 inches. Unless otherwise shown on the Plans, embedment of reinforcing steel (other than stirrups and spacers) shall be 1-1/2 inches clear depth for #8 bars or smaller and shall be 2 inches clear for #9 bars and larger. Where placement of reinforcing steel required alternate bars of different size, embedment requirements shall be governed by the larger bar. Stirrups and spacers shall be embedded not less than one inch clear depth. Measurement of embedment shall be from the outside of the bar to the nearest concrete face. Tack welding or butt welding of reinforcing bars will not be permitted. ' 303-1.7.2 Splicing [Add the following]: Reinforcing bars may be continuous at locations where splices are shown on the Plans, at the option of the Contractor. The location of splices, except where shown on the Plans, shall be determined by the Contractor based upon using available commercial lengths where applicable. Splices shall consist of placing the reinforcing bars in contact and wiring them together in such a manner as to maintain the alignment of the bars and to provide minimum clearances. No lapped splices will be permitted at locations where the concrete section is not sufficient to provide a minimum clear distance of 2 inches between the splice and the nearest adjacent bar. The clearances to the surface of the concrete shall not be reduced. Where grade 60 reinforcing bars are required, the length of lapped splices shall be as follows: Reinforcing bars No. 8, or smaller, shall be lapped at least 45 diameters of the smaller bar to be joined, and reinforcing bars Nos. 9, 10, and 11 shall be lapped at least 60 diameters of the smaller bar to be joined, except where otherwise shown on the plans. Splices of tensile reinforcement at points of maximum stress shall be avoided; however, any deviation from splices shown on the Plans shall be approved by the ENGINEER. 303-1.8 Placing Concrete 303-1.8.1 General [Add the following]: The Contractor shall exercise caution in placement of concrete walls and congested areas to ensure proper consolidation and that there are no voids, and protection of waterstops in position. Adequate provisions shall be made for easy visual inspection of concrete placement, consolidation and waterstop protection. Pouring of walls in lifts, use of smaller maximum aggregate sizes, or other SP-24 methods as necessary may be proposed by the Contractor and will be permitted only after evaluation by the ENGINEER. 303-1.9 Surface Finishes 303-1.9.2 Ordinary Surface Finish [Add the following]: Ordinary Surface Finish shall not apply to rock pockets, which in the opinion of the ENGINEER, are of such extent or character as to affect the strength of the structure materially or to endanger the life of the steel reinforcement. In such cases, the ENGINEER . may declare the concrete defective and require the removal and replacement of the structure affected. 303-1.10 Curing [Amend first paragraph with the following]: Exposed concrete surfaces shall be sprayed with Type 2 curing compound at a uniform rate of one gallon per 150 square feet. 303-1.11 Payment [Replace paragraph one with the following]: Portland Cement Concrete structures will be paid for as shown in the proposal bid sheet for each item and shall include full compensation for furnishing all labor, materials, tools and equipment and doing all work required to construct the respective structure in conformity with the plans and specifications. Payment for concrete manhole structures, junction structures, catch basins, collars, and bulkheads shall be made at the contract unit price bid for each respective type of structure as bid and shall include full compensation for furnishing all materials, labor, tools and equipment, and doing all work required to provide each respective item of work complete in place as shown on the plans or specified herein, including removal of existing improvements, and no additional compensation will be allowed. Payment for concrete catch basins shall include compensation for the local depression as shown on the plans. In areas of existing pavement, catch basins shall be constructed by saw -cutting and removing the existing pavement one foot from the edge of the local depression. Following construction of the basin and local depression, the void shall be patched with 6" thick full depth asphalt concrete pavement in accordance with Section 302-5 of these Specifications. Payment for adjustment of concrete manholes or junction structures to grade shall be included in the compensation paid for the respective structure. Removal of existing structures shall be paid for at the contract unit price per each regardless of size and no additional compensation will be allowed. 303-2 AIR PLACED CONCRETE 303-2.1 Requirements 303-2.1.1 General [Add the following]: Air -blown mortar (concrete drainage swale) shall conform to the provisions in CALTRANS Standard Specification, Section 53, "Air -Blown Mortar" and Section 72, "Slope Protection" and SP-25 these special provisions. The contract price paid per linear foot for air -blown mortar (concrete drainage swale) shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in placing air -blown mortar, including preparing the foundation, reinforcement, and structure backfill, as shown on the plans, as specified in the Standard Specifications, these special provisions, and as directed by the ENGINEER. 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, DRIVEWAYS AND ALLEY INTERSECTIONS [Add the following]: The applicable provisions of Section 303-5 shall apply to concrete paving for Bus Bays and placement of drainage inlet aprons. Concrete shall be Class 560-C-3250 for the Bus Bays and drainage inlet aprons. Concrete driveway reconstruction shall consist of embankment, excavation, removal of existing asphalt and/or concrete driveways and placement of concrete driveways all to match driveways to new street grade as determined by the ENGINEER. Concrete driveways shall be a 4 inch minimum thickness. 303-7 ROCK SLOPE PROTECTION (Rip Rap) [Add this Subsection] Concreted rock slope protection shall conform to CALTRANS Standard Specifications (Latest Edition), Section 72, "Slope Protection". The unit price paid for concreted rock slope protection shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in constructing the rock slope protection (rip rap), complete in place, as shown on the plans, as specified in the Standard Specifications, these special provisions, and as directed by the ENGINEER. SECTION 306 - UNDERGROUND CONDUIT CONSTRUCTION 306-1 OPEN TRENCH OPERATIONS 306-1.1 Trench Excavation 306-1.1.2 Maximum Length of Open Trench [Replace with the following]: The maximum length of open trench shall not exceed 500 feet, including length of pipe laid but not backfilled, pipe laying construction, and open trench excavation. All excavations shall be backfilled to finish grade at the completion of daily operations. Temporary asphalt patch shall be placed as soon as possible after pipe is laid in paved areas. 306-1.2.1 Bedding [Add the following]: Pipe bedding for underground conduits shall conform to plans and Section 306-1.2.1 of the Standard Specifications. The cost of providing and installing said bedding material shall be included in compensation paid for the respective bid item for construction and no additional compensation will be allowed. Where additional rock bedding is required by the ENGINEER to stabilize unstable SP-26 subgrade due to existing ground conditions (not attributable to the Contractor's operation), such rock bedding shall be considered extra work as provided in Subsection 3-3 of the Standard Specifications as amended herein. Additional bedding placed in excess of the limits shown per the Standard Plan for the convenience of the Contractor shall not be subject to additional compensation. 306-1.3 Backfill and Densification [Add the following]: Contractor is advised that rock or unacceptable trench backfill material may be encountered during trenching operations. Where such material is encountered, Contractor, shall at no additional cost to the City, furnish and install suitable bedding and backfill material in accordance with the Contract Documents. 306-1.3.1 General [Add the following]: No rocks greater than 6" in any dimension shall be allowed in the backfill. No nesting of rocks shall be allowed. 306-1.3.4 Compaction Requirements [Replace with the following]: All trench backfill and bedding shall be densified to 90% minimum relative compaction as required per Section 301-1 of these specifications. Relative compaction of top 12" of subgrade in paved areas shall require 95% relative compaction of the subgrade. Relative compaction of the pavement section's aggregate base shall be 95%. Placed backfill and the granular bedding material shall be compacted to 90% minimum relative compaction. In STATE right-of-way trench backfill material will require 95% minimum relative compaction and/or as directed by the STATE representative. Labor to install backfill shall be included in the unit cost of the item of work requiring excavation and backfilling. Jetting will not be permitted unless specifically approved in advance by the ENGINEER. Asphalt Concrete shall not be used for backfill unless it has been crushed to a maximum size 3/4". No rocks greater than 6" diameter shall be allowed in the backfill. All surplus material 3" or smaller shall be uniformly spread and compacted in the street subgrade. No material greater than 3" in any dimension shall be used in the top 12" of the subgrade. No nesting of rocks shall be allowed. 306-1.6 Basis of Payment for Open Trench Installation [Add the following]: Payment for open trench installation of pipe and conduit shall be made at the contract unit price bid per linear foot, for the respective pipe size, as measured along the centerline of pipe and shall include full compensation for furnishing all materials, labor, tools and equipment and doing all work involved to provide these items of work, complete in place, including excavation, furnishing and installing the pipe, bedding, backfilling, compaction as shown on the plans or as directed by the ENGINEER and no additional compensation will be allowed. SECTION 306-2 — JACKING OPERATIONS 306-2.1 General [Add the Following]: Casing shall be bored and jacked into place from east to west only. Prior to beginning any boring and jacking operations, •Contractor shall submit a construction plan consisting of a schedule of operations, details of methods of construction, types of equipment to be used, details of boring and jacking pit including lengths, widths and SP-27 depths, and shoring and bracing. Said construction plan shall be accepted by the City before any construction is commenced. Boring and receiving pits shall be shored in accordance with OSHA standards. A 6-foot high chain link fence shall be erected around said pits and said pits shall be protected with Type K barriers shall be placed to direct traffic around the pits. Prior to constructing pits, Contractor shall excavate both sides of the crossing to determine exact locations of facilities to be crossed (horizontal and vertical). Contractor shall adjust casing locations to accommodate crossings based on Contractor's field measurements. Contractor shall schedule construction to prevent pits from being open on weekends or holidays. Contractor shall provide traffic control around the pits as required. Contractor shall take all necessary precautions to prevent subsidence of or lifting of existing railroad tracks, roadways, and pavement during or following installation of the casing. Material excavated during boring and jacking operations shall be removed carefully as to avoid caving. After casing has been constructed, carrier pipe shall be equipped with approved plastic or steel casing insulators of uniform size and spacing and then installed in conductor casing in accordance with the construction drawings as approved by the City. Annulus between conductor casing and carrier pipe shall be filled with sand and the ends shall be capped with plastic or steel end seals or plugged with brick and mortar. Weep holes shall be placed in the bottoms of the end seals or brick and mortar plugs. 306-5 ABANDONMENT OF CONDUITS AND STRUCTURES [Add the following]: The above shall apply to all utilities and underground conduits. SECTION E - TRAFFIC SIGNING, STRIPING, MARKINGS, AND MARKERS Temporary and permanent traffic signs, strips, legends and raised pavement markers shall conform to the California Department of Transportation Traffic Sign Specification, Standard Plans and CALTRANS Standard Specifications. Traffic signs shall be mounted on a "Quick Punch Post" 2" X 2" (12 GA.) with 7/16" holes, 1" on centers, on four sides that can be punched out. Length to vary with sign installation to maintain minimum heights. Traffic sign post anchor shall be a heavy duty one piece, 2 1/2" X 30" X 6 gauge, (non - perforated), to fit a 2" square steel post, prepunched at mid -point of anchor with one 7/16" hole on each side, and at top. Traffic striping and pavement markers shall conform to the California Department of Transportation CALTRANS Standard Specification Section 84 and these Special Provisions. Signal Ahead signs (W41) shall be of the highest reflectivity available with a graffiti coating material on the sign surface. Traffic control shall be as per the "State of California Manual of Traffic Controls." Raised pavement markers shall conform to the CALTRANS Standard Specifications Section 85 and shall be type as called for on the plans. SP-28 Pavement legends shall conform to CITY stencils. Stripes and pavement legends shall be reflectorized. LAYOUT, AT,TGNMF.NT AN1) SPOTTING Layout -The Contractor shall furnish the necessary control points for all striping and markings and shall be responsible for the completeness and accuracy thereof to the satisfaction of the ENGINEER. Spotting shall be completed prior to the removal of any existing stripes or markings. Existing stripes and marking shall be removed prior to painting new ones, but in no case shall any section of street be left without the proper striping for more than 24 hours, or over weekends or holidays. ' Paint for layout, alignment and spotting shall be of the same color as the strip of pavement marking to be painted. APPT,TCATION OF PAINT Application of thermoplastic materials and glass beads shall conform to Section 84-2.04 of the CALTRANS Standard Specifications and these Special Provisions. MF.ASURF.MFNT AND PAYMENT Compensation for temporary and permanent traffic signs, striping and markings shall be at the lump sum contract price bid for Traffic Control, Signing and Striping installation. Payment shall include full compensation for furnishing all labor, material (including adhesives, glass beads and paint), tools, equipment and incidentals; and for doing the work involved in installing traffic signs, striping and markers complete in place, including removal of existing stripes, raised pavement markers and salvaging and `stockpiling existing obsolete signs and necessary traffic control, as shown on the plans and as specified in these Special Provisions and as directed by the ENGINEER, and no additional compensation will be allowed. SP-29 APPENDIX I Applicable Standard Plans IS" 4 • • 8'� CURB & ' GUTTER 0.054 Cu. Yd. Per -Lin. Ft. 18" /R=I/2" ". R=12" • Batter 4:12 - co R=1" r 1/4" Slope 1:12 A 6" CURB & GUTTER 0.049 Cu. Yd. Per. Lin. Ft 9° • 12" 90° R=1/2" �R • 1. 1 • .J • . 4 a. • • • 1 • . . b. ROLLED CURB & GUTTER" 0.048 Cu. Yd. Per Lin Ft. • R =1/2" 7 R = I/2„ I I/4" Batter 4:12. rr 90° • 8" CURB. 0.032 Cu. Yd. Per Lin. Ft. 6" /R=1/2S 1/4" • a Batter 4:12. . 6"CURB 0.027 Cu.'Yd. Per Lin Ft CITY OF FONTANA,CALIFORNIA -1.IR8-& GLITTER Scale I" = 8` Drown. By Garlo9 Checked eye Po .rAge Approved City Engineer Dote . •-/3-77 STD. DETAIL I0I • • Manhole Frame a Cover Alhambra Foundry Ca Ltd. No. A-I170 TOP Pavement-7 NOTES: 12•• Min. PLAN A.C. Pavement to surface 2" A.C. Pavement to. surface • Manhole I Barrel I • SECTION A -A (]SAME AS EXISTING —3 "min. & 6'• max, Inner Pan Alhambra Foundry Ca Ltd. No. A-1172 NOTE: Not to be furnished unless called for in specifications. 12" Min. TOP } Pavement? ................. 6"m r . IA Revised S•-88 A Revised CITY OF FONTANA CALIFORNIA STD. MANHOLE FRAME & COVER AND REINFORCED CONCRETE COLLAR c .....1,.. I o Drawn By Checked By Approved Date 6-77 C,kg eix 4). pc-,„ Ate' .dpr_ w/ %U err emo� e•Es fiu9 . /9s'd STD. DETAIL 109 Surfoce of� �c1- - - - - - - - -- Ground rloce too ".j step beneath frame ; o 0 a 4 Sid. Mannom ,..�_ ?,4'— r- � C�v,C�r��l 1 t - '1 rrame 3 Cover ��1 I/4'L I*.- •_,•, •,..,. ' 21/8 ''j1 I ye-'+ --I if N • b - ; I Alternate • t T cross wire bendIine. to dotted! °•' • •e tD - I u4 4 1• •/a :See"6 r n •q j 57/8,> 0 'o c `• O v• in o _ _ •-- i 48" D C • I I .t I• w• 0 t 41-8IA" . -1 Close"B"Concrete I0utlet ? 1 / I T • e • e , • ••� • Hoops`- ▪ e s• • r •re p 1.• •o •^`••°. 4 • • a°!• i•'•s•i• ••�• T •- I/49 +- I/4" SECTION OF TOP RINGS • a (Re -Cast R.C.7 •A' 2IV2" 134 —•" 5 :,4 • '�— a4'•1a r1• o• ••+� 1_ •c . c0 1• • _. to'/ e 9-I/4", coils •.t•om _ d t_T 2 3/32" _ 141/8"—48"dia. • I CONE HALF -SECTION (Pre -Cast R.0 ) 14— 4 I/8" ••—•••I JOINT DETAIL NOTES. 1. See Std Deioil Nos. 111, 1138114 for drop 8 junction details and typical junctions. • 2. Eccentric cone may be used in lieu of concentric cones, 3. The -to -west r ianhole step shall b! placed not less than 16 nor more than 24 above shelf. 4. The upper manhole step shall be placed ' between the top of manhole and the manhole cover frae and shall project not more than 3• m inside manhole. 5. All joints shall be mortared. ' 6. 3/4" 0 golv. iron step or plastic steps per ASTM A-82, ASTM C-478, ASTM Type II Grade 43758. 5/6/86 Type Steps 7/20/84 CITY OF FONTANA CAUFORNIA STANDARD PRE -CAST MANHOLE Reinforced Concrete for 6." to 24u Pipe Scale = Iu: 2' No. of Top Rings Checked By• Approved Dote Al Z>S STD. DETAIL I I 2 • -1 SEE STANDARDS I25A AND 125 B ON SEWER CLEANOUT BOXES - 411 V.C.P. RISER PROV I DE. WATER TIGHT PLASTIC PLUG W/ TIGHTENING BANDS-0 4 .- 45 WYE CC PLAN w z_ -J CC SEWER MAIN 45° I/8 BEND 4" V.C.P. LATERAL 45°-1/8 BEND 4J' ELEVATION SEWER MAIN 4'•- 45WYE MIN. 2'/. SLOPE UNLESS . OTHERWISE DIRECTED BY CITY ENGINEER CONSTRUCTION . NOTES+ I. RESIDENTIAL SEWER SHALL BE 4" MINIMUM V.C.P. PIPE. 2MALL .ALL COMMERCIAL SEWER CONNECTIONS ALL BE 6- vC.e SEWER LATERAL, WYE 8 RISER. 3.ALL SEWER CONSTRUCTION IN THE PUBLIC RIGHT -OF -MY SHALL BE VITRIFIED CLAY PIPE. 4. CONCRETE BOX SHALL BE INSTALLED WHENEVER LATERAL RISER WILL BE IN A CONCRETE AREA, IE. DRIVEWAX SEE STANDARD DETAIL I25A . 5. PLASTIC BOX SHALL BE INSTALLED WHENEVER.. LATERAL RISER WILL BE IN TURF AREA, IE. PARKWAYS. SEE STANDARD DETAIL 125B Rtviscd 5-93 CITY OF FONTANA, CALI FORNIA • SEWER LATERAL HOUSE CLEANOUT DR.WI BY C.N. STD. CHECKED BY C. DETAR. APPROVED *4 kA 12 5 DATE a -«- *3 AR-4000 3/8"MAX., HOT' MIX A.C. AR-4000 3/4" MAX.,HOT MIX A.C. SAW-CUT/REMOVEI EXISTING A.C. I SELECTED NATIVE SOIL PER CITY PLANS a SPECS. BEDDING SHALL BE IN ACCORDANCE W/NOTE II, PIPE CL.B D-LOADING rum rozUa -011+I2" MIN. 1. All assavatiw within the, City of Yenta.& right -of -soy require. a• eaeavetiae persie from the Public.Verbs Department. 2. U.dergreend Service Alert shall be notified 2 worktsg days prier to start of work 1-I00- 422-4133. 3" MAX. SIZE NATIVE SOIL, COMPACTED 95% 6" MAX. SIZE NATIVE SOIL, COMPACTED 90% ((WITH A SELF-PROPELLED VIBRATING SHEEPSFOOT ) 3/4" MAX. COMPACTED TO 90% 3Y USE OF A VIBRATORY ,, COMPACTOR, OR PRE- MOISTENEL SAND • W2 TRENCH WIDTH 04= OUTSIDE DIAMETER OF PIPE * 0 12 MINIMUM OR AS DIRECTED (saw—cut/rem.)- 7. All edges of *mistime pavement hetmg joissd sod surface beteg overlaid shall receive a tack coat of asphalt emulate'.. S. Trusties of 100 foot sr mete to le paved with a self-propelled pavimg urchins. f. 3. All ens/settees .Pall be made. protected. sad sup.rted as required for safety and I. the miner set forth is the operettas* rules, orders. and regrlatiws prose:tied by the California gtvietom of Ldsscrial Safity. 4. CS.pMt$a. of Mahfill shall be verified by ssetrostar• sad approved by the Deportment of 10. Public Verbs prier to the pieties of the pates- sent pavement. S. Penmen' pavement shall be replaced within S days of ems.votie., a Waimea 2-lash thickness of tempsesry asphalt paving shell be placed with- t& the trench area until permenest repair is is semplsted. the temporary paving shall be placed and eempaated is such a messier as to pre- 11. rido a safe. sad smooth traveled surface. Permit - tee .hall maintain the temporary pavement is a safe spa sesoth ceedities ratil permanent paving is i. place..' I. Prier to placemest.of perms.eet paving. existing pavement shall be cut to a neat straight limo. ?sesame cracked adjacent to the trsash shall be removed. Any street paved or resurfaced in the previous K south. where the colossi em- tads from the curb sere thee 7 feet or is is a traveled lane. will require ma overlay 2S feet is both dirsetisna from the line of trench. Per number a ahem. If trench failure:ehoeld occur. tiepin.. elates/developer-will be motificd of such deficiseci.s spa allowed to remove. replace. remedy this work. Upon inilete of time contractor to promptly comply aed undei order of the City Iagineer, t:esck failures shall be remedied. removed. re- placed at pernittse/4evellper mole enemies. Bedding material shall M sand. gravel. crumbed aggregate. or motive free -drain - lag granular material having a sand equi- valent of nee lass thee 30. and shall have a percentage complexities by weight which toe/ores to the following grading, Sieve•Siges P Passing Sieves 2-1/2 90-100 No. 4 75-100 NOTE-SOIL-SLER3LANT IS REQUIRED PRIOR TO PLACEMENT OF PERMANENT PAVEMENrT, sea EARTHWORK DRAWN BY R/GA '14i J CITY of FONTANA, CALIFORNIA CHECKED BY ..,FM,,.1�c. APPROVED BY `I STANDARD TRENCH REPAIR . „��.� �_ it. _R/ City Engineer STD. DETAIL rC ca. Plan forMed�a,WidN► rfrial! rood =faae ZraVigamalit rc 2 % 2X -..� . �aeNde briar -11111114/11 l'Idoh rood"dace Pee brad cr= 4" oh Ihi kbed. NOT TO SCALE FOR ILLUSTRATIVE PURPOSES ONLY Corpadrd xdrp+da or Dew tided portion" cal peca NOTES 1. ROCK SIZES, UNLESS OTHERWISE SPECIFIED SHALL BE COBBLESTONES: MAX. 12' TO MIN. 6' WITH ONE SIDE FLAT. 2. 1/2 MIN OF COBBLE THICKNESS SHALL BE EMBEDDED IN 4' PEA GRAVEL CONCRETE BED. 3. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS 'D' MORTAR. 1 PART CEMENT TO 2 1 /2 PARTS SAND. 2000 psi PORTLAND CEMENT CONCRETE NO DRY PACK IS ALLOWED. FILL TO 2/3 rd HEIGHT OF ROCK. THE SURROUNDING CURB. SIDEWALK AND ASPHALT PAVEMENT SHALL BE PROTECTED FROM SPILLAGE 4. A SAMPLE AREA . MIN. 10 SQ. FT. SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO PROCEEDING WITH THE REMAINING ROCK WORK. 5. FINAL RESTING POSITION OF ALL ROCKS SHALL BE APPROVED BY THE CITY INSPECTOR. 6. ROCKS SHALL BE SMOOTH. ROUNDED, FREE OF OBJECTIONABLE DISFIGURATIONS AND IRON CONTENT AS APPROVED BY THE CITY INSPECTOR. 7. CONCRETE SHALL BE CLASS 520-D-2500 CONCRETE. 8. AFTER CONCRETE MORTAR HAS SET. HYDRO BLAST OR ACID ETCH. AS DIRECTED BY THE CITY INSPECTOR. BRUSH ROCKS TO REMOVE CEMENT COATING. CITY OF FONTANA. CALIFORNIA TYPICAL MEDIAN TREATMENT GROUTED RIVER ROCK NOT TO SCALE Drawn By: H. Childress. Checked By: = P.B. / B.B. , Approved By'444../a41:410- City Engineer RCE 25126 Expires 12-31-97 Date- ¢' 9.9/ F' DETAIL 145 SFffr 1_OF 1 APPENDIX II Soils Data (For Reference Only) LO GEOTECHNICAL GROUP, INC. Soil Engineering ♦ Geology A Environmental SUBSURFACE SOILS INVESTIGATION PROPOSED GRAVITY SEWER PHASE II, REACHES II, IV, V, AND VI AND PHASE III, REACHES VII AND VIII r.; FONTANA, CALIFORNIA PROJECT NO.: 61228.12 AUGUST 10, 1999 Prepared for: L.D. King, Inc. 2151 Convention Center Way, Suite 100B Ontario, California 91764 Attention: Mr. Michael P. Thorton 6121 Quail Valley Court ♦ Riverside, California 92507 ♦ (909) 653-1760 A Fax (909) 653-1741 LORGEOTECHNICAL GROUP, INC. Soil Engineering ♦ Geology ♦ Environmental August 10, 1999 L.D. King, Inc. 2151 Convention Center Way, Suite 100E Ontario, California 91764 Attention: Mr. Michael P.'fhorton Gentlemen: Transmitted with this letter is our report entitled Subsurface Soils Investigation, Proposed Gravity Sewer, Phases II, Reaches II, IV, V, and VI and Phase III, Reaches VII, and VIII, Fontana, California, Project No. 61228.1. This report was based upon a scope of services : generally. 'outlined in verbal communications with your office. It has been our pleasure assisting you on this project. If you have any questions or comments concerning the information in this report, please contact us. Respectfully submitted, LOR Geotechnical Group, Inc. Leuer, G.E. ident AAT:qam Distribution: Addressee (6) 10 6121 Quail Valley Court A Riverside, California 92507 ♦ (909) 653-1760 ♦ Fax (909) 653-1741 TABLE OF CONTENTS Page No. INTRODUCTION 1 PROJECT CONSIDERATIONS 1 FIELD INVESTIGATION • . 2 LABORATORY TESTING PROGRAM 2 SUBSURFACE CONDITIONS 2 CONCLUSIONS • - - • 3 RECOMMENDATIONS 3 Pipeline Construction 3. LIMITATIONS 4 CLOSURE APPENDICES Appendix A - Index Map and Plat Appendix B - Field Investigation and Boring Logs Appendix C - Laboratory Testing Program tIOR GEOTECHNICAL GROUP, INC. L.D. King, Inc. Project No. 61228.12 August 10, 1999 INTRODUCTION • During June and July of 1999, a Subsurface Soils Investigation was performed by LOR Geotechnical Group, Inc. for the proposed gravity sewer, Phases II, Reaches II, IV, V, and VI, and Phase III, Reaches VII and VIII, in the City of Fontana, California. The investigation for Phase II, Reaches II, IV, V, and VI and Phase III, Reaches VII and VIII of the project was part of a larger investigation which included Phase I of the proposed gravity sewer project. Phase I was reported in a separate report at an earlier date. The purpose of this investigation was to evaluate the subsurface conditions encountered in our exploratory borings and to provide geotechnical design recommendations for the proposed gravity sewer installation. The scope of our. services included: 1) A subsurface field investigation; 2) Laboratory testing of selected soil samples obtained during the field investigation; 3) Development of geotechnical recommendations for the storm drain installation; and 4) Preparation of this report. To orient our investigation at the site, a copy of the Preliminary Project Plans were furnished for our use. The generalized proposed gravity sewer street alignment was indicated on this plan. The precise alignment had not been determined at the time of this investigation. The findings of our investigation, as well as our conclusions and recommendations, are presented in the following sections of this report. PROJECT CONSIDERATIONS Phase II, Reaches II, IV, V, and VI and Phase III, Reaches VII and VIII will consist of installing 32,500 ± linear feet of gravity sewer within Slover Avenue between Sierra Avenue and Poplar Avenue, and within Slover Avenue between Hemlock Avenue and Cherry Avenue. The proposed gravity sewer will also be installed along Cherry and Citrus Avenues between Slover Avenue and Jurupa Avenue. The proposed gravity sewer is anticipated to be 10 ± feet below the existing ground. The location of the project area within its regional setting is indicated on Enclosure A-1, within Appendix A. The proposed alignment of the Phase I gravity sewer is shown on the attached Plat, Enclosure A-2, within Appendix A. OR GEOTECHNICAL GROUP, INC. L.D. King, Inc. August 10, 1999 FIELD INVESTIGATION Project No. 61228.12 Our field exploration program, for Phase II, Reaches II, IV, V, and VI and Phase III, Reaches VII and VIII of the project, was conducted on June 29, 1999 and on July 9, 1999 and consisted of drilling 17 exploratory borings with a truck -mounted CME 55 drill rig equipped with an eight inch diameter hollow stem auger. The borings were drilled to a maximum depth of 25 feet below the existing ground surface. The approximate location of the borings are graphically presented on the attached Plat, Enclosure A-2 within Appendix A. Logs of the subsurface conditions encountered in the exploratory borings were maintained by a staff geologist from this firm. Relatively undisturbed and bulk samples were obtained at a maximum depth interval of five feet and returned to the laboratory in sealed containers for further testing and evaluation. A detailed description of the field exploration program and the boring logs are presented within Appendix B. LABORATORY TESTING PROGRAM Selected soil samples obtained during the field investigation were subjected to laboratory testing to evaluate their physical and engineering properties. Laboratory testing included moisture content, dry density, compaction characteristics, direct shear, sieve analysis, and #200 sieve wash tests. A detailed description of the laboratory testing program and the test results are presented within Appendix C. SUBSURFACE CONDITIONS Data from our exploratory borings within Phase II, Reaches II, IV, V, and VI and Phase III, Reaches VII and VIII indicate that the soil profile along the proposed sewer alignment consists of lenticular strata of silty sands with gravel and gravelly sands with lessor units of silty sand/sandy silt to the maximum depth attained. The materials encountered were generally damp, with the upper materials in a loose to medium dense state, generally becoming more dense with depth. The borings were drilled to their desired depth without experiencing refusal. No free groundwater was encountered within any of the borings. Significant caving was not 2 JOR GEOTECHNICAL GROUP, INC. L.D. King, Inc. August 10, 1999 noted in any of the exploratory borings, however, caving may be anticipated due to the relatively cohesionless soils anticipated to comprise the trench walls. The subsurface conditions encountered in our exploratory borings are indicative of the locations explored. They are not to be construed that these conditions are present the same throughout the project alignment. Project No. 61228.12 A more detailed description of the subsurface soil conditions, as encountered within our exploratory borings is presented on the attached Boring Logs within Appendix B. CONCLUSIONS On the basis of our field investigation and testing program, it is the opinion of LOR Geotechnical Group, Inc. that the proposed Phase II, Reaches II, IV, V, and VI and Phase III, Reaches VII and VIII gravity sewer pipeline is feasible from a soil engineering standpoint, provided the following recommendations are incorporated into design and implemented during grading and construction. RECOMMENDATIONS Pipeline Construction 1. Bedding material should consist of crushed rock as specified by the pipe manufacturer. To minimize the infiltration of fines into the crushed rock from the native backfill, a filter fabric may be used. The filter fabric should be placed between the crushed rock pipe bedding and the native backfill. 2. The natural soils are generally suitable for use as trench-backfill above crushed rock bedding material. Backfill and densification operations should be performed in accordance with Section 306-1.3.1, .2, .3, and .4 of the Standard Specifications for Public Works Construction "Greenbook". Care should be exercised so that the pipe is not damaged or displaced during densification of the backfill. Backfill materials should be free from organic material, trash, debris, and other objectionable materials. Backfill should be mechanically compacted to at least 90 percent relative compaction (ASTM D 3 GEOTECHNICAL GROUP, INC. L.D. King, Inc. Project No. 61228.12 August 10, 1999 1557). The upper 6 inches of subgrade materials that are to be paved should be compacted to at least 95 percent relative compaction (ASTM D 1557). 3. Following the California Occupational Safety and Health Act (CAL -OSHA) requirements, excavations deeper than five feet should be sloped or shored. All excavations and shoring should conform to CAL -OSHA requirements. Short term excavation greater than 5-feet deep shall conform to Title 8 of the California Code of Regulations, Construction Safety Orders, Section 1504 and 1539 through 1547. Based on our exploratory borings it appears that type C soils are the predominant type of soil on the project and all short term excavation should be based on this type of soil. Deviation from the standard short term slopes are permitted using option 4, Design by a Registered Professional Engineer (Section 1541.1). 4. Shoring placed below grade that is restrained against free movement at the top should be designed to resist a lateral earth pressure between active and at rest conditions. For this condition we recommend an equivalent fluid pressure of 45 pcf be used. Additional surcharge loads, (i.e. equipment, excavation spoil, etc.), placed within a horizontal distance equal to the height of the excavation should be added to the above recommended pressure. LIMITATIONS This report contains geotechnical conclusions and recommendations developed solely for use by L.D. King, Inc. and their designates, for the purposes described earlier. It may not contain sufficient information for other uses or the purposes of other parties. The contents should not be extrapolated to other areas or used for other facilities without consulting LOR Geotechnical Group, Inc. The recommendations are based on interpretations of the subsurface conditions concluded from information gained from subsurface explorations. The interpretations may differ from actual subsurface conditions, which can vary horizontally and vertically across the site. If conditions are encountered during the construction of the project, which differ significantly from those presented in this report, this firm should be notified immediately so we may assess the impact to the recommendations provided. 4 OR GEOTECHNICAL GROUP, INC. L.D. King, Inc. August 10, 1999 Due to possible subsurface variations, all aspects of field construction addressed in this report should be observed and tested by the project geotechnical consultant. The report was prepared using generally accepted geotechnical engineering practices under the direction of a state licensed geotechnical engineer. No warranty, express or implied, is made as to conclusions and professional advice included in this report. Any persons using this report for bidding or construction purposes should perform such independent investigations as deemed necessary to satisfy themselves as to the surface and subsurface conditions to be encountered and the procedures to be used in the performance of work on this project. CLOSURE Project No. 61228.12 It has been a pleasure to assist you with this project. We look forward to . being of • further assistance to you as construction begins. Should conditions be encountered during construction that appear to be different than indicated by this report, please contact this office immediately in order that we might evaluate their effect. Should you have any questions regarding this report, please contact us. Respectfully submitted, LOR Geotechnical Group, Inc. r•. Andrew A. Tardie Staff Geologist. Leuer, GE 2030 ident AAT:JPL:qam 5 OR GEOTECHNICAL GROUP, INC. APPENDIX A LOR GEOTECHNICAL GROUP, INC. Ei4 'I ••• i • • II ':ii.J.•� / .'ice_—:7 _'_ •�_: R?�__• •• 1- • ;•t.S • 1 •• • .I-�- .t 1/ I• 1 LEY•; �� i .OJ.r • _ vK i • _ 1 A BLVD��11`• LY . i• • '• • t t r• — _•' 1115 oiler • •.. — .�� •TTaf117o `� • , co : Park .y •::• • I • • ■I %to .1•`/ " J_ I • Pa • •0 9rive•inl ' • . ••••• • :Well I--',l n • rk •'\B -- -- 1®'•%~___:__..._ I. •1JSAN Tji a .»i ^ .....• I.A, a I t • II ••�' 4 LAN7:_ 1 It •`♦ n• • N.. _ II•• I — •� •• •• • • • »...• •• • • • • •• • • • •I• • ♦ • -" • . • ,.: • it • • alligan ����11'� • 4ILNM Ih .. SITE ' SITE - • _:= - -.4t �a.... = /�9 . 1000 0 1000 2000 n' i'.i • • .. _ - n /040 •�� — �� .-�. z===—�_.lz_ II 1 • .�_mr • r . • T, _:.:��� ._, Park " -T— —I'- a ❑Res J. I � • CA TA IV SIERRA • �. o • W I '\� II Il =.==..ea • I. •' .•.---•.�• i• �� a • a'=---— • • 99 1 " 26 n Radio F.cilitY n L_�__ INIE n. D. :___ .. • . W • t•2 .... •. • "{ • Q. • ,�� �• l0<962_ A1•AA(1q\ • • / 1 y •• .1Ve • LIV OAKeni II n a a z r .� - =----_ 25 _�. .�� . �--c- O. • n y4�jsa---err_=SI I 1• 1''1p 94 4 • JURUPA __.._.....i n II O �� n a_=� i 1 ' :.._._:.._ II• " AVE • •- • ♦ , . • . •,/. ; :•. r ••La I. • • • "4�t�;' . • ••I. • ��+ r', •smatu:. .. • II°• Resr'I; •wea° 9 z droll •. I .• /o9411• --�—� Er— .-P - •._-.•.{It I ads I _\ + �• � -.---,,• l `a• i•-_ , .............. --•--- • -. • • /�. •.. „ . ' +..• 1- ,Ir,!i�:•]• /000 s. • • q _•_ •_•__•.. __•_ _'•_'.�.-..••=,f•f:••-i II r•'• ,•-II •-- nWic;0•'• • :° r •�'•:L:.•.. i;2_-M_r/ �i• - ,`� .7. '. n .:....... - FONTANA, ; 'I •" Q\ • ,�• •• 1 t • •. o: a • rqv=: •p 1 0. V1II • /: '. \\ ', •.D •W ® ' ' r'"• ' I'/.' n/ - • • 1• /• I • .S wage' �saT a •' i." n: ..I •• '/ / . _'�� 0. n=1 CALIF. ' .• I.....• I {•/. MN ...... MO If •UA••AM•tE ,I f /f/% '' 31117.�A{-rR02• a, y.� /y���.��•• ��'��`--''�'' 9ED 1 ' /n• •Fetes vn /1_ .� • INDEX MAP PROJECT: PROPOSED GRAVITY SEWER, PHASES II AND III, FONTANA, CA PROJECT NO.: 61128.12 CLIENT: L.D. KING, INC. ENCLOSURE NO. A-1 LOR Geotechnical Group, - Inc. DATE: AUGUST 1999 SCALE: AS SHOWN K. • VALLEY BLVD. SLOVER AV m c4e Reach I UPA AVE. 10 FREEWAY B-17 —(rj B-16B-15 Reach II CO. VC1.1 ar VC ) Or VIZ, - «VCP) .B-5 ememesZ B-4...ememZ B-3! Reach V B-6 B-2•Q B-1 Reach VI EXPLANATION (Locations Approximate) - INDICATES EXPLORATORY BORING LOCATION • • PLAT PROJECT: PROPOSED GRAVITY SEWER, PHASES It AND III, FONTANA, CA PROJECT NO: 61228.12 CLIENT: L.D. KING, INC. ENCLOSURE: A-2 LOR , Geotechnical Group, Inc. DATE: AUGUST 1999 SCALE: NO SCALE . • APPENDIX B LOR GEOTECHNICAL GROUP, INC. APPENDIX B FIELD INVESTIGATION Subsurface Exploration The site was investigated on June 29, 1999 and July 9, 1999 and consisted of advancing 17 exploratory borings to a maximum depth of 25 ± feet below the existing ground surface. The approximate locations of the borings are shown on Enclosure A- 2, within Appendix A. The exploration was conducted using a CME-55 drill rig equipped with an eight -inch diameter hollow stem auger. The soils were continuously logged by our staff geologist who inspected the site, maintained detailed logs of the borings, obtained undisturbed, as well as disturbed, soil samples for evaluation and testing, and classified the soils by visual examination in accordance with the Unified Soil Classification System. Relatively undisturbed samples of the subsoils were obtained at selected intervals in the borings by driving a steel split -barrel sampler using a 140 pound automatic trip hammer dropping 30 inches. The number of blows required to advance the sample were recorded and have been converted to Standard Penetration Test data. The maximum depth between the samples obtained was five feet. The soil samples were retained in brass sample rings of 2.41 inches in diameter and 1.00 inch in height, and placed in sealed plastic containers. Disturbed soil samples were obtained at selected levels within the borings and placed in sealed containers for transport to the laboratory. All samples obtained were taken to our laboratory for storage and testing. Detailed logs of the borings are presented on the attached Boring Logs, Enclosures B-1 through • B-17. A Sampling Key is presented on Enclosure B. MAJOR DIVISIONS LITHO- :my U.S. as TYPICAL DESCRIPTIONS CONSISTENCY OF SOILS • SANDS GRAVEL AND CLEAN GRAVELS .!. .ter•, ~ is GW WELL -GRADED GRAVELS. GRAVEL -SAND MIXTURES, LITTLE OR NO FINES SPT BLOWS CONSISTENCY COARSE GRAINED GRAVELLY SOILSPOORLY-GRADED (LITTFLEN ES) OR NO iii as, GP GRAVELS, GARVELSANDMIXTURES. LITTLE OR NO FINES SOILS . 4. 0 - 4 Very loose 4 - 10 Loose 10 - 30 Medium dense THAN so% OF COARSENow GRAVELS WITH FINES GM GM SILTY GRAVELS, GRAVEL -SAND - SILT MIXTURES 30 - 50 Dense Over 50 Very dense NO. 4 SIEVE APPRECUIBLE NT OF FINEs) GC CLAYEY GRAVELS, GRAVEL - SAND -CLAY MIXTURES COHESIVE SOILS •..-: • SPT BLOWS CONSISTENCY SAND AND CLEAN SAND (LITTLE OR NO f •..- _ SW WELL -GRADED SANDS, GRAVELLY SANDS. LITRE OR NO FINES 0 - 2 Very soft 2 - 4 Soft MORE THAN 50% F IAATTR IAL t SANDY SOILS FINES) • • SP POORLY -GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES Medium 200 SIEVE SIZE • 4 - 8 8 - 15 Stiff 15 - 30 Very stiff MORE FFRACTI50%O ! PASSING NO. 4 SANDS WITH FINES • •• ' • .. '. • SM SILTY SAND, SAND -SILT MIXTURES 30 - 60 Hard Over 60 Very Hard SIEVE AOB AMOUNT OF AFINtEES) • SC CLAYEY CLAYEY SANDS, SAND -CLAY Mt- INORGANIC SILTS AND VERY FINE CLAYEY SANDS, ROCK FLOUR, SILTY OR FINE SANDS OR CLAYEY SILTS WITH SUGHT PLASTICITY SAMPLING KEY FINE GRAINED SILTS LKHJIDLIMIT LESS THAN j / INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY. GRAVELLY m CAND 50 LAYS CL CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS } w DESCRIPTION 1 I I OL ORGASILTYNIC SILTS AND CLAYS OF LOW ORGANIC FOR BORINGS — I I 1• PLASTICITY I INDICATES RELATIVELY UNDISTURBED SOIL SAMLE RETAINED IN BRASS SAMPLE RINGS OF 2.41 INCHES DIAMETER AND 1.00 INCH IN HEIGHT. MH INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SAND OR SILTY SOILS i FOR TRENCHES — INDICATES SAND CONE OR NUCLEAR MORE THAN 50%• OF MATERIAL IS SMALLER THAN SILTS LIOUIO LIMITINORGANIC THAN 50 % CH RICH CLAYS OF FAT 7 DENSITY TEST SIZEGREATER o. SIEVE CLAYS L.- INDICATES BAG SOIL SAMPLE - INDICATES BULK SOIL SAMPLE OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS HIGHLY ORGANIC SOILS Mai S4 Sid PT PEAT, HUMUS, SWAMP SOILS AND MANURE WITH HIGH ORGANIC MATERIALS NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERUNE SOIL CLASSIFICATIONS. PARTICLE SIZE LIMITS BOULDERS COBBLES GRAVEL SAND COARSE FINE COARSE MEDIUM FINE SILT OR CLAY 12" 3" 3/4" No. 4 No. 10 No.40 200 (U.S. STANDARD SIEVE SIZE) UNIFIED SOIL CLASSIFICATION SYSTEM PROJECT: PROPOSED GRAVITY SEWER, PHASES I1 AND III, FONTANA, CA PROJECT NO: 61228.12 CLIENT: L.D. KING, INC. ENCLOSURE: . B LOR Geotechnical Group, Inc. DATE: AUGUST 1999 SCALE: AS SHOWN e.; • TEST . DATA N o ra- al 41s A. al 0 0 23 5.2 113 5 16 1.5 128 10 33 3.3 120 15 12 10.8 118 20 18 2.2 121 25 SM SP LOG OF BORING B-1 DESCRIPTION ASPHALT CONCRETE, 5 INCHES THICK, NO BASE. AI JJWVRIW SILTY SAND, approximately 10% medium grained sand, 60% fine grained sand, 30% silty fines, moist, dark brown. (� 2 feet 10% coarse grained sand, 10% medium grained sand, 50% fine grained sand, medium dense. (g3 3 feet POORLY GRADED SAND, approximately 5% fine to medium gravel, 30% coarse grained sand, 35% medium grained sand, 30% fine grained sand, medium dense, gray brown. SW WELL GRADED SAND, approximately 10% fine to coarse gravel, 30% coarse grained sand, 30% medium grained sand, 30% fine grained sand, moist, dense, gray brown. SM SILTY SAND, approximately 70% fine grained sand, 30% silty fines, moist, medium dense, olive brown. SM its 20 feet interbedded layers of silty sand and well graded SW sand, approximately 60% fine grained sand, 40% silty fines, medium dense. END OF BORING - No fill No caving No groundwater No bedrock PROJECT: FONTANA GRAVITY SEWER PROJECT NUMBER: 61228.1 ; CLIENT: L.D. KING, INC. • LOR GEOTECHNICAL GROUP INC. DATE DRILLED: July 9,1999 EQUIPMENT: CME 55 HOLE DIA.: 8" ENCLOSURE: B-1 5 10 15 20 25 30 35 TEST DATA 0 U 0 A� a LITHOLOGY LOG OF BORING B-2 DESCRIPTION 14 7.6 • 119 34 1.8 18 6.4 111 12 10.0 106 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • AB SM SP SM ML ASPHALT CONCRETE, 4 INCHES THICK. AGGREGATE BASE, 4 INCHES THICK. 441.11,1E1VMM SILTY SAND, approximately trace of coarse and medium grained sand, 60% fine grained sand, 40% silty fines, moist, medium dense, olive brown. POORLY GRADED SAND, approximately 10% gravel, 20% coarse grained sand, 30% medium grained sand, 40% fine grained sand, moist, dense, gray brown. SILTY SAND/SANDY SILT, approximately trace of coarse grained sand, 50% fine grained sand, 50% silty fines, moist, medium dense, olive brown. it? 20 feet materials encountered are generally the same as described above. END OF BORING No fill No caving No groundwater No bedrock PROJECT: FONTANA GRAVITY SEWER PROJECT NUMBER: 61228.1 CLIENT: L.D. KING, INC. LOR GEOTECHNICAL GROUP INC. DATE DRILLED: July 9,1999 EQUIPMENT: CME 55 HOLE DIA.: 8" ENCLOSURE: B-2 J 0 10 15 20 25 30 35 TEST DATA. LOG OF BORING B-3 DESCRIPTION 16 13.8 93 29 1.2 125 49 2.1 51 0.3 129 1 • • • • • • • • • • • • • • • • • • • • • • • • SM SW AUX311JM; SILTY SAND, approximately 20% fine to coarse gravel, 10% coarse grained sand, 10% medium grained sand, 40% fine grained sand, 20% silty fines, moist, olive brown. WELL GRADED SAND, approximately 10% fine to coarse gravel, 30% coarse grained sand, 30% medium grained sand, 20% fine grained sand, moist, medium dense, olive gray. 10 feet materials encountered are generally the same as described above. POORLY GRADED GRAVEL with SAND/POORLY GRADED SAND with GRAVEL, approximately 50% fine to coarse gravel, 15% coarse grained sand, 20% medium grained sand, 15% fine grained sand, dense, olive brown. 20 feet materials encountered are generally the same as described above, except very dense. END OF BORING No fill No caving No groundwater No bedrock PROJECT: FONTANA GRAVITY SEWER PROJECT NUMBER: 61228.1 CLIENT: L.D. KING, INC. LOR GEOTECHNICAL GROUP INC. DATE DRILLED: July 9,1999 EQUIPMENT: CME 55 HOLE DIA.: 8" ENCLOSURE: B-3 1 ca 0 5 10 15 20 25 30 35 TEST DATA 0 1-4 LOG OF BORING B-4 DESCRIPTION 16 3.9 104 23 2.6 105 33 1.7 127 44 1.6 126 70 2.8 129 1 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SM SW ASPHALT CONCRETE 2 INCHES THICK, NO BASE. AL JIVHIM: SILTY SAND, approximately 10% coarse grained sand, 30% medium grained sand, 40% fine grained sand, 20% silty fines, damp, brown. (� 3 feet materials encountered are generally the same as described above, except medium dense. f� 5 feet materials encountered are generally the same as described above, except medium dense. 9 feet SAND with GRAVEL, approximately 25% gravel to 3/4", 30% coarse grained sand, 20% medium grained sand, 20% fine grained sand, 5% silty fumes, damp, dense. (� 15 feet materials encountered are generally the same as described above. f� 20 feet materials encountered are generally the same as described above, except very dense. END OF BORING No fill No caving No groundwater No bedrock PROJECT: FONTANA GRAVITY SEWER PROJECT NUMBER: 61228.1 CLIENT: L.D. KING, INC. LOIN GEOTECHNICAL GROUP INC. DATE DRILLED: June 29, .1999 EQUIPMENT: CME 55 HOLE DIA.: 8" ENCLOSURE: B-4 0 5 10 15 20 25 30 35 TEST DATA Aa a ' LITHOLOGY . LOG OF BORING B-5 DESCRIPTION 18 1.4 115 37 1.1 48 71 1.0 55 1.4 1 1 1 1 • SM SP ALL1JVIUM SILTY SAND, approximately 10% coarse grained sand, 30% medium grained sand, 40% fine grained sand, 20% silty fines, dry, light brown. (� 2 feet SAND with GRAVEL, approximately 25% gravel to 3/4", 20% coarse grained sand, 20% medium grained sand, 30% fine grained sand, 5% silty fines, dry, medium dense, light brown. @ 5 feet materials encountered are generally the same as described above except increase the gravel and dense. @ 10 feet no recovery, materials encountered are generally the same as described above, except gravel to 1 1/2". 15 feet materials encountered are generally the same as described above, except very dense. fe3 20 feet materials encountered are generally the same as described above. END OF BORING No fill No caving No groundwater No bedrock PROJECT: FONTANA GRAVITY SEWER PROJECT NUMBER: 61228.1 CLIENT: L.D. KING, INC. LOR GEOTECHNICAL GROUP INC. DATE DRILLED: June 29, 1999 EQUIPMENT: CME 55 HOLE DIA.: 8" ENCLOSURE: B-5 r N TEST DATA ci c LOG OF BORING B-6 mob. pc., w o cl A c A P° o DESCRIPTION 0 W ASPHALT CONCRETE, 4 INCHES THICK, NO BASE. SM ALLUVIUM: SILTY SAND, approximately 10% coarse grained sand, 30% medium grained sand, 30% fine grained sand, 30% silty fines, damp, dark brown. 33 1.9 , 126 I SP 0 3 feet SAND with GRAVEL, approximately 30% gravel to 1/2", 30% coarse grained sand, 20% meidum grained sand, 5 15% fine grained sand, 5% silty fines, dry to damp, dense, 46 0.6 134 ' brown. 0 5 feet materials encountered are generally the same as described above. 10 32 2.0 115 0 10 feet materials encountered are generally the same as encountered above. 15 62 20 66 25 . 30 35 015 feet materials encountered are generally the same as described above, except very dense. 0 20 feet materials encountered are generally the same as described above. END OF BORING No fill No caving No groundwater No bedrock PROJECT: FONTANA GRAVITY SEWER PROJECT NUMBER: 61228.1 CLIENT: L.D. KING, INC. LOR GEOTECHNICAL GROUP INC. DATE DRILLED: June 30,1999 EQUIPMENT: • CME55 HOLE DIA.: 8" ENCLOSURE: B-6 TEST DATA w M 1 Z� g x `� A EL A A 0 0 10 4.8 107 5 21 4.6 116 10 62 3.1 117 15 61 2.7 118 20 60 25 •30 35 2.6 1 1 1 1 0 0 LOG OF BORING B-7 DESCRIPTION SM ALLUVIUM; SILTY SAND, approximately 15% coarse grained sand, 20% medium grained sand, 45% fine grained sand, 20% silty fines, damp, dark brown. • ' • • 2 feet materials encountered are generally the same as described above, except loose to medium dense. • 5 feet materials encountered are generally the same as described above, except medium dense, trace of gravel to 1/2". 0 10 feet SILTY SAND with GRAVEL, approximately 10% gravel to 1", 20% coarse grained sand, 30% medium grained sand, 20% fine grained sand, 20% silty fines, dry to damp, very dense. (� 15 feet materials encountered are generally the same as described above. 20 feet materials encountered are generally the same as described above. END OF BORING No fill No caving No groundwater No bedrock PROJECT: FONTANA GRAVITY SEWER PROJECT NUMBER: 61228.1 , CLIENT: L.D. KING, INC. LOR GEOTECHNICAL GROUP INC. DATE DRILLED: June 30,1999 EQUIPMENT: CME 55 HOLE DIA.: 8" ENCLOSURE: B-7 TEST DATA R P W is 0 BLOW COUNTS SPT MOISTURE CONTENT (%) DRY DENSITY (PCP) SAMPLE TYPE LITHOLOGY cn Li LOG OF BORING B-8 DESCRIPTION SM AL TWVITIM; SILTY SAND, approximately 5% coarse grained 11 4.9 109 I • .• • • sand, 25% medium grained sand, 40% fine grained sand, 30% silty fines, dry to damp, dark brown. 0 2 feet materials encountered are generally the same as described above, except medium dense. 5 23 2.9 128 0 5 feet SILTY SAND, approximately 5% gravel to 1/2", 10% coarse grained sand, 20% medium grained sand, 30% fine grained sand, 35% silty fines, damp, medium dense, brown. 10 30 1.8 113 I o=th.®. .� .M. =..•. GP GRAVEL with SAND, approximately 50% gravel to 1", 20% coarse grained sand, 20% medium grained sand, 5% fine grained sand, 5% silty fines, dry to damp, medium dense to dense, light brown. 15 20 24 7.4 119 ' ; •' • SM 0 15 feet SILTY SAND with GRAVEL, approximately 10% gravel to 1/2", 20% coarse grained sand, 20% medium grained sand, 30% fine grained sand, 20% silty fines, damp to moist, medium dense, dark brown. 55 2.5 117 ' • • • 0 20 feet SILTY SAND with GRAVEL, approximately 15% gravel to 1/2", 20% coarse grained sand, 30% medium grained sand, 20% fine grained sand, 15% silty fines, moist, very dense, brown. 25 END OF BORING No fill No caving No groundwater No bedrock 30 • • 35 / • PROJECT: FONTANA GRAVITY SEWER PROJECT NUMBER: 61228.1. CLIENT: L.D. KING, INC. DATE DRILLED: June 30,1999 LOR, GEOTECHNICAL GROUP INC. EQUIPMENT: CME 55 HOLE DIA.: 8" ENCLOSURE: B-8 i ca 0 5 10 15 20 25 -30 35 TEST DATA 0 O ci LOG OF BORING B-9 DESCRIPTION 1 11 3.2 120 14 6.8 111 54 0.6 101 62 29 23.0 100 I • • • • • • • • • • • • • • • • • • • • SM SP ML ALLUVIUM: SILTY SAND with GRAVEL/SAND with GRAVEL, approximately 15% gravel to 1/2", 10% coarse grained sand, 20% medium grained sand, 40% fine grained sand, 15% silty fines, damp, dark brown. (� 3 feet materials encountered are generally the same as described above, except medium dense. 5 feet materials encountered are generally the same as described above. @ 10 feet materials encountered are generally the same as described above, except increase gravel to 1", very dense. (A315 feet no recovery. SANDY SILT, approximately 10% medium grained sand, 20% fine grained sand, 70% silty fines, iron staining, damp to moist, medium dense, reddish brown. END OF BORING No fill No caving No groundwater No bedrock PROJECT: FONTANA GRAVITY SEWER PROJECT NUMBER: 61228.1 CLIENT: L.D. KING, INC. LOR GEOTECHNICAL GROUP INC. DATE DRILLED: June 30,1999 EQUIPMENT: CME 55 HOLE DIA.: 8" ENCLOSURE: B-9 J A 0 5 10 15 20 25 .30 35 TEST DATA 25 O r 1.6 117 44 1.6 68 50-6" 77 1.8 1 1 LITHOLOGY SP LOG OF BORING B-10 DESCRIPTION ALLUVIUM; SAND with GRAVEL, approximately 30% gravel to 1",10% coarse grained sand, 30% medium grained sand, 25% fine grained sand, 5% silty fines, damp to moist, brown. 0 3 feet materials encountered are generally the same as described above, except with gravel to 1", medium dense. 0 5 feet materials encountered are generally the same as described above, except dense. 010 feet no recovery, materials encountered are generally the same as described above, except very dense. 0 15 feet no recovery, materials encountered are generally the same as described above. 0 20 feet materials encountered are generally the same as described above. END OF BORING No fill No caving No groundwater No bedrock PROJECT: FONTANA GRAVITY SEWER PROJECT NUMBER: 61228.1 CLIENT: L.D. KING, INC. LOR GEOTECHNICAL GROUP INC. DATE DRILLED- June 29, 1999 EQUIPMENT: CME 55 HOLE DIA.: 8" ENCLOSURE: B-10 0 5 10 15 20 25 .30 35 TEST DATA O U 0 LITHOLOGY cl LOG OF BORING B-15 DESCRIPTION 24 2.2 125 28 2.8 33 3.9 112 66 2.6 115 19 7.0 98 1 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SM SM SM ML SM SP SM ML Aunt- SILTY SAND, approximately trace of gravel to 1/2", 10% coarse grained sand, 30% medium grained sand, 40% fine grained sand, 20% silty fines, moist. a 2 feet SAND with GRAVEL, approximately 15% gravel to 1/2", 20% coarse grained sand, 30% medium grained sand, 30% fine grained sand, 5% silty fines, damp, medium dense, brown. a 5 feet materials encountered are generally the same as described above, except moist. a 8 feet SILTY SAND/SANDY SILT, approximately 10% medium grained sand, 40% fine grained sand, 50% silty fines, moist, brown. a 10 feet SAND with GRAVEL and SILT, approximately 10% gravel to 1", 20% coarse grained sand, 30% medium grained sand, 30% fine grained sand, 10% silty fines, damp, medium dense, brown. f� 15 feet materials encountered are generally the same as described above, except very dense. 20 feet SILTY SAND/SANDY SILT, approximately 10% medium grained sand, 40% fine grained sand, 50% silty fines, moist, medium dense, brown. END OF BORING No fill No caving No groundwater No bedrock PROJECT: FONTANA GRAVITY SEWER PROJECT NUMBER: 61228.1 CLIENT: L.D. KING, INC. LOR GEOTECHNICAL GROUP INC. DATE DRILLED: June 29,1999 EQUIPMENT: CME 55 HOLE DIA.: 8" ENCLOSURE: B-11 r W •A 0 5 10 15 20 25 . 30 35 TEST DATA k ra O r al LOG OF BORING B-16 DESCRIPTION 27 3.7 118 32 2.6 120 12 10.0 102 50-3" 70 2.7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SM SM ML SM ASPHALT CONCRETE 4 INCHES THICK, NO BASE. Ai T TTVITIM; SILTY SAND, approximately trace of gravel to 1/2", 20% coarse grained sand, 30% medium grained sand, 30% fine grained sand, 20% silty fines, damp, brown. (� 2 feet SILTY SAND with GRAVEL, approximately 10% gravel to 1", 20% coarse grained sand, 30% medium grained sand, 20% fine grained sand, 20% silty fines, damp, medium dense, brown. (g3 5 feet materials encountered are generally the same as described above, except dense. a 10 feet SILTY SAND/SANDY SILT, approximately 10% medium grained sand, 40% fine grained sand, 50% silty fines, damp, medium dense, brown. a 15 feet no recovery, rock in tip of sampler. a 20 feet SILTY SAND with GRAVEL, approximately 10% gravel to 1", 20% coarse grained sand, 30% medium grained sand, 20% fine grained sand, 20% silty fines, damp, very dense, brown. END OF BORING No fill No caving No groundwater No bedrock PROJECT: FONTANA GRAVITY SEWER PROJECT NUMBER: 61228.1 CLIENT: . L.D. KING, INC. LOR GEOTECHNICAL GROUP INC. DATE DRILLED: June 29,1999 EQUIPMENT: CME 55 HOLE DIA.: 8" ENCLOSURE: B-12 f TEST DATA Al A a P4C:i 0 LOG OF BORING B-17 DESCRIPTION 23 2.8 117 5 26 2.8 125 10 43 2.5 122 15 40 20 50-6" 25 30 35 : • • • 3.4 • 115 t i 3.0 SM SW ASPHALT CONCRETE 5 INCHES THICK, NO BASE. AL fl 7HME SILTY SAND, approximately 10% coarse grained sand, 30% medium grained sand, 40% fine grained sand, 20% silty fines, dark brown, damp. (� 3 feet SAND with GRAVEL, approximately 40% gravel to 1", 20% coarse grained sand, 20% medium grained sand, 20% fine grained sand, 5% silty fines, damp, medium dense, brown !B3 5 feet materials encountered are generally the same as described above. (d110 feet materials encountered are generally the same as described above, except dense. (g315 feet materials encountered are generally the same as described above. (� 20 feet materials encountered are generally the same as described above, except very dense. END OF BORING No fill No caving No groundwater No bedrock PROJECT: FONTANA GRAVITY SEWER PROJECT NUMBER: 61228.1 , CLIENT: L.D. KING, INC. • LOR GEOTECHNICAL GROUP INC. DATE DRILLED- June 30,1999 EQUIPMENT: CME55 HOLE DIA.: 8" ENCLOSURE: B-13 f TEST DATA 1 1-4 0 5 10 15 20 25 30 35 A iL LOG OF BORING B-18 DESCRIPTION 42 43 2.7 • 109 39 2.5 121 74 1.9 51 3.0 I 1 SW MAMMAL SAND with GRAVEL, approximately 30% gravel to 1", 20% coarse grained sand, 20% medium grained sand, 25% fine grained sand, 5% silty fines, damp, brown. @ 2 feet no recovery, materials encountered are generally the • same as described above, except dense. fB3 5 feet increase in gravel, large rock fragments in sampler, no recovery. fB310 feet materials encountered are generally the same as described above. 15 feet materials encountered are generally the same as described above, except very dense. fe3 20 feet materials encountered are generally the same as described above. END OF BORING No fill No caving No groundwater No bedrock PROJECT: FONTANA GRAVITY SEWER PROJECT NUMBER: 61228.1 CLIENT: L.D. ICING, INC. LOR GEOTECHNICAL GROUP INC. DATE DRILLED: June 30,1999 EQUIPMENT: CME 55 HOLE DIA.: 8" ENCLOSURE: B-14 t TEST DATA r'x A 0 5 10 15 20 25 30 35 k ca A C4 cn cn LITHOLOGY LOG OF BORING B-19 DESCRIPTION 10 5.1 107 21 79 0.8 124 18 108 27 5.7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SM SW SM ML ALLIMI IM: SILTY SAND, approximately 10% coarse grained sand, 20% medium grained sand, 40% fine grained sand, 30% silty fines, damp, dark brown. !g3 2 feet materials encountered are generally the same as described above, except medium dense to loose. !� 4 feet some gravel. 5 feet no recovery, medium dense. (� 10 feet SAND with GRAVEL and SILT, approximately 20% gravel to 1 1/2", 20% coarse grained sand, 30% medium grained sand, 20% fine grained sand, 10% silty fines, dry, veil dense, light brown. (d! 15 feet SILTY SAND/SANDY SILT, approximately 10% medium grained sand, 40% fine grained sand, 50% silty fines, damp, medium dense, brown. 15 feet materials encountered are generally the same as described above, except trace iron staining and medium dense. END OF BORING No nu No caving No groundwater No bedrock PROJECT: FONTANA GRAVITY SEWER PROJECT NUMBER: 61228.1 CLIENT: L.D. KING, INC. LOR GEOTECHNICAL GROUP INC. DATE DRILLED- June 30,1999 EQUIPMENT: CME 55 HOLE DIA.: 8" ENCLOSURE: B-15 J TEST DATA 0 5 10 15 20 25 30 35 I� O 1-4 LITHOLOGY LOG OF BORING B-20 DESCRIPTION 26 3.8 123 42 1.3 33 1.2 121 68 0.9 54 6.6 108 I I i 1 • • • • • • • • • • AB SM SW ASPHALT CONCRETE 8 INCHES THICK. AGGREGATE BASE, 10 INCHES THICK ALLUVIUM: SILTY SAND, approximately 10% coarse grained sand, 10% medium grained sand, 50% fine grained sand, 30% silty fines, damp, dark brown. (g3 2 feet materials encountered are generally the same as described above, except medium dense. (� 3 feet some gravel. (dt 5 feet SAND with GRAVEL, approximately 40% gravel to 1", 20% coarse grained sand, 20% medium grained sand, 15% fine grained sand, 5% silty fines, dry, dense, light brown. (r� 10 feet materials encountered are generally the same as described above, medium dense. 18315 feet materials encountered are generally the same as described above, except very dense. it? 20 feet materials encountered are generally the same as described above. END OF BORING No fill No caving No groundwater No bedrock PROJECT: FONTANA GRAVITY SEWER PROJECT NUMBER: 61228.1 CLIENT: L.D. KING, INC. LOR GEOTECHNICAL GROUP INC. DATE DRILLED: June 30,1999 EQUIPMENT: CME 55 HOLE DIA.: 8" ENCLOSURE: B-16 TEST DATA I 0 0 5 33 10 19 15 29 20 88 25 30 35 ril 0 Ps 14 aw g 0A E 0 • 1.5 ' r-a• 7.0 98 2.0 118 ' • SM LOG OF BORING B-21 DESCRIPTION ASPHALT CONCRETE, 5 INCHES THICK, NO BASE. AL JTVITIM• SILTY SAND, approximately 60% fine grained sand, 40% silty fines, olive brown. SW WELL GRADED SAND, approximately 30% fine to coarse gravel, 20% coarse grained sand, 20% medium grained sand, 30% fine grained sand, trace of silty fines, moist, dense, gray. SP POORLY GRADED SAND, approximately 90% fine grained sand, 10% silty fines, moist, medium dense, iron oxide staining, olive brown. 15 feet approximately 20% fine to coarse gravel, 10% coarse grained sand, 35% medium grained sand, 35% fine grained sand, 10% silty fines, medium dense. 20 feet no recovery, rocks in shoe, very dense. END OF BORING No fill No caving No groundwater No bedrock PROJECT: FONTANA GRAVITY SEWER PROJECT NUMBER: 61228.1 CLIENT: L.D. KING, INC. LOR GEOTECHNICAL GROUP INC. DATE DRILLED: July 9,1999 EQUIPMENT: . CME 55 HOLE DIA.: 8" ENCLOSURE: B-17 APPENDIX C LOR GEOTECHNICAL GROUP, INC. APPENDIX C LABORATORY TESTING General Selected soil samples obtained from the borings were tested in our laboratory to evaluate their physical and engineering properties. The laboratory testing program performed in conjunction with our investigation included moisture content, dry density, laboratory compaction, sieve analysis, direct shear, and 200 wash tests. Descriptions of the laboratory tests are presented in the following paragraphs. Moisture -Density Tests The moisture content and dry density information provides an indirect measure of soil consistency for each stratum, and can also provide a correlation between soils on this site. The dry unit weight and field moisture content were determined for selected undisturbed samples, and the results are shown on the boring logs, Enclosures B-1 through B-17, within Appendix B, for convenient correlation with the soil profile. Sieve Analyses A sieve analyses was performed for selected samples in accordance with the ASTM D 422 laboratory test procedure. The analyses is performed by passing the soil through a series of sieves, and recording the weights of retained particles on each screen. The results of the sieve analyses are presented graphically on Enclosures C-1 through C-5. Direct Shear Tests Shear tests are performed with a direct shear machine at a constant rate -of -strain (usually 0.05 inches/minute). The machine is designed to test a sample partially extruded from a sample ring in single shear. Samples are tested at varying normal loads in order to evaluate the shear strength parameters, angle of internal friction and cohesion. Samples are tested in undisturbed condition at field moisture content and • soaked, according to conditions existing in the field. The results of the direct shear tests are presented in the following table: DIRECT SHEAR TESTS Boring Number Sample Depth (feet) Soil Description Angle of Internal Friction (degrees) Cohesion (psf) 4 5 (SM) SILTY SAND 37 50 7* 5 (SM) SILTY SAND 52 0 9 5 (SM/SP) SILTY SAND/POORLY GRADED SAND 39 0 16 10 (SM/ML) SILTY SAND/SANDY SILT 38 0 20 2 (SM) SILTY SAND 39 200 * Slightly disturbed Laboratory Compaction Selected soil samples were tested in the laboratory to determine compaction characteristics using the ASTM D 1557-91 compaction test method. The results are presented in the following table: LABORATORY COMPACTION Boring Number Sample Depth (feet) - - Soil Description Maximum Dry Density (pcf) Optimum Moisture Content (percent) 8 6-7 (SM) SILTY SAND 132.5 8.0 16 7-8 (SM/SP) SILTY SAND/POORLY GRADED SAND 136.5 7.5 200 Wash Selected soil samples were tested in the laboratory to determine the percentage of silty/clay content. The results are presented in the following table: WASH 200 RESULTS Boring Number Sample Depth (feet) Soil Description Percent Passing #200 Sieve 1 20 (SW) WELL GRADED SAND 5 2 15 (SM/ML) SILTY SAND/SANDY SILT 46 9 20 (ML) SANDY SILT • 81 15 8-10 (SM) SILTY SAND 30 15 20 (SM) SILTY SAND 37 19 15 (SM/ML) SILTY SAND/SANDY SILT 43 r• 100 90 80 P E R 70 C E N T 60 F I N E 50 R B Y 40 U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS 6 4 2; " 13/41/2 8 3 4 6 810 1416 20 30 40 50 70100140200 \ I I I- 1 I r I 1 HYDROMETER W E I G 30 H T 20 10 0 100 10 1 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL coarse Specimen Identification • m B-02 10 FT. fine coarse SAND medium Classification fine 0.1 SE RV 0.01 SILT OR CLAY Cc 0.001 Cu B-03 15 FT. P A B-04 3 FT. POORLY GRADED SAND SP OORLY GRADED GRAVEL with SAND G SITLY SAND SM P -- 1.16 0.54 5.2 34.9 Specimen Identification D 100 D60 D30 D10 %Gravel %Sand %Silt %Clay • m A B-02 10 FT. B-03 15 FT. B-04 3 FT. 12.50 37.50 9.50 0.66 9.20 0.23 0.312 1.143 0.121 0.1266 0.2639 10.4 50.2 0.4 83.0 46.1 85.1 6.6 3.7 14.5 PROJECT FONTANA GRAVITY SEWER, PHASES II PROJECT NO. 61228.1 DATE 7/29/99 AND III - FONTANA, CALIFORNIA GRADATION CURVES • LOR GEOTECHNICAL GROUP, INC Enclosure C-1 6121 QUAIL VALLEY CT. RIVERSIDE, CA c HYDROMETER 100 90 80 P E g 70 C E N T 60 F I N E 50 R B Y 40 w E 1 G 30 H T 20 10 0 U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS 6 4 3 2 1.8 1 . 41/2 '8 3 4 6 810 1416 20 30 40 50 70100140200 1 1 1 I 1 F F I I I 100 COBBLES 10 GRAVEL coarse Specimen Identification fine 1 GRAIN SIZE IN MILLIMETERS coarse SAND medium Classification fine 0.1 SE RV 0.01 SILT OR CLAY Cc 0.001 Cu • B-05 5 FT. P m B-06 3 FT. P A B-07 2 FT. OORLY GRADED SAND with GRAVEL S OORLY GRADED SAND with GRAVEL S SILTY SAND SM P- P -- 0.48 0.54 31.4 15.5 Specimen Identification • m A. B-05 5 FT. B-06 3 FT. B-07 2 FT. D100 25.40 19.00 9.50 D60 4.09 2.58 0.24 D30 0.507 0.480 0.104 D10 0.1302 0.1661 %Gravel 37.7 27.1 3.7 %Sand 55.8 68.7 76.5 %Silt %Clay 6.5 4.2 19.8 PROJECT FONTANA GRAVITY SEWER, PHASES II PROJECT NO. 61228.1 DATE 7/29/99 AND III - FONTANA, CALIFORNIA GRADATION CURVES • LOR GEOTECHNICAL GROUP, INC Enclosure C-2 6121 QUAIL VALLEY CT. RIVERSIDE, CA f . 100 90 80 P R70 c E N T 60 F I N E 50 R Y 40 w E I G 30 H U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS 6 4 3 2 6 1 c 41/23/8 3 4 6 810 1416 20 30 40 60 70100140 200 1 11 1 1 F 1 1r 1 T 20 10 0 1 1 r 1 1 HYDROMETER --r 100 COBBLES 10 GRAVEL coarse Specimen Identification • RI B-08 10 FT. P B-09 3 FT. SI fine • • • • 1 GRAIN SIZE IN MILLIMETERS coarse SAND medium Classification fine OORLY GRADED GRAVEL with SAND G LTY SAND/POORLY GRADED SAND SM/ B-10 3 FT. P OORLY GRADED SAND with GRAVEL S 0.1 SE SR- P RV 0.01 SILT OR CLAY Cc 0.34 0.64 0.001 Cu 66.6 8.2 Specimen Identification • m B-08 10 FT. B-09 3 FT. D100 37.50 19.00 D60 13.61 0.47 D30 0.971 0.174 D10 0.2043 %Gravel 57.0 12.5 %Sand 39.6 74.2 %Silt %Clay 3.4 13.3 ♦ B-10 3 FT. 37.50 1.35 0.377 0.1651 31.5 64.1 4.4 PROJECT FONTANA GRAVITY SEWER. PHASES II PROJECT NO. 61228.1 DATE 7/29/99 AND III - FONTANA, CALIFORNIA GRADATION CURVES LOR GEOTECHNICAL GROUP, INC 6121 QUAIL VALLEY CT. RIVERSIDE, CA Enclosure C-3 p HYDROMETER 100 90 80 P E a 70 C E N T 60 F I N E b0 R B Y 40 W E I G 30 H U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS 6 4 3 2 13 41/23/8 3 4 6 810 1416 20 30 40 50 70 100140 200 I II II I I II I • 1 I I I T 20 10 0 • • • • 100 10 1 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL coarse fine coarse SAND medium fine 0.1 0.01 SILT OR CLAY 0.001 Specimen Identification • m B-15 5 FT. P B-17 3 FT. Classification SE OORLY GRADED SAND with GRAVEL SP..-- WELL GRADED SAND with GRAVEL SW RV Cc 0.78 0.52 Cu 11.2 43.9 ♦ B-18 5 FT. Specimen Identification 1 B-15 5 FT. WELL GRADED SAND with GRAVEL SW D100 19.00 D60 1,59 D30 0.419 D10 0.1418 %Gravel 19.7 %Sand 73.7 %Silt 0.45 6.6 19.4 %Clay m B-17 3 FT. 37.50 7.56 0.826 0.1719 47.7 46.9 5.4 ♦ B-18 5 FT. 37.50 2.71 0.412 0.1392 34.6 58.7 6.7 PROJECT FONTANA GRAVITY SEWER, PHASES II PROJECT NO. 61228.1 DATE 7/29/99 AND III - FONTANA, CALIFORNIA GRADATION CURVES LOR GEOTECHNICAL GROUP. INC 6121 QUAIL VALLEY CT. RIVERSIDE, CA Enclosure C-4 • 100 90 80 E R 70 C E N T 60 F I N E 50 R B Y 40 w E I G 30 H T 20 10 0 U.S. SIEVE OPENING IN INCHES I 6 4 3 2 13 41/23/8 3 11\11\:\ 1 U.S. SIEVE NUMBERS 6 810 1416 20 30 40 50 70 100140 200 HYDROMETER I 1 100 COBBLES 10 GRAVEL coarse fine 1 II 1 GRAIN SIZE IN MILLIMETERS 1 coarse SAND medium I fine 0.1 I S • • • • • 0.01 SILT OR CLAY 0.001 Specimen Identification • • B-19 2 FT. B-20 5 FT. Classification SILTY SAND SM WELL GRADED SAND with GRAVEL SW B-21 15 FT. P Specimen Identification • B-19 2 FT. B-20 5 FT. B-21 15 FT. OORLY GRADED SAND with GRAVEL S D 100 19.00 37.50 25.40 D60 0.19 5.04 1.12 D30 0.586 0.352 D10 0.1554 0.1543 SE P RV %Gravel 5.3 40.9 21.0 %Sand 62.9 52.9 74.7 %Silt Cc 0.44 0.71 Cu 32.4 7.3 %Clay 31.8 6.2 4.3 PROJECT FONTANA GRAVITY SEWER, PHASES II PROJECT NO, 61228.1 AND III - FONTANA, CALIFORNIA DATE 7/29/99 GRADATION CURVES LOR GEOTECHNICAL GROUP, INC 6121 QUAIL VALLEY CT. RIVERSIDE, CA Enclosure C-5 : APPENDIX III Traffic Control Memorandum CITY OF FONTANA FONTANA, CALIFORNIA. MEMORANDUM TO: PLAN CHECK, INSPECTION, ENGINEERS, CONTRACTORS FROM: ROBERT W. WEDDLE, CITY ENGINEER CLYDE E. SWEET, DEPUTY CITY ENGINEER/CITY TRAFFIC ENGINEER., • DATE: AUGUST 26,1996 SUBJECT: TRAFFIC CONTROL PLAN AND DETOUR PLAN SUBMISSION AND CHECK PROCEDURES WITHIN THE CITY OF FONTANA Where any construction within public right-of-way is necessary and approved by the City of Fontana, Traffic Safety Control Plans may be required prior to commencement of work. The following is a list of typical Traffic Control Plans and requirements: 1. VERY SMALL STREET OPENINGS OF LESS THAN 8 HOURS DURATION* When normal traffic will be maintained (such as with blanket permit users), the permittee will be required to follow Chapter 5 of the Caltrans Traffic Manual. There will be no formal Traffic Control Plan required; normal inspection and review fees will be as required by City Resolution. 2. AVERAGE STREET OPENINGS OF LESS THAN 8 HOURS DURATION When normal traffic flow may be affected or a lane closure is required, a Traffic Control Plan ' may be required. The permittee may not be required to submit a full Traffic Control Plan upon approval of the City Traffic Engineer, after review of the Traffic Section. The determination is based upon review of actual street conditions. If a formal plan is not required, the permittee shall be required to follow Chapter 5 of the Caltrans Traffic Manual; normal inspection and review fees will required as per City Resolution. If a full Traffic Control Plan is required, the Plan sheet(s) will require about 10 days to review and process. This type of Traffic Control Plan would not require noticing, but normal inspection and review fees will be required. - 3. MAJOR TRAFFIC CONTROL OR DETOURS A road closure or traffic control which will be more than 8 hours duration will require a full Traffic Control Plan. The plan will be submitted on Traffic Control Plan sheets for approval by , the City Traffic Engineer. A major Traffic Control or Traffic Detour Plan will normally require at least 30 days of checking, approval and notification. The following process is followed: A. Payment of Fee Fees are calculated based upon the inspection and plan check fees in the City Fee Resolution. The final fee amount is subject to revision due to changes in the number of plan sheets or the duration of the control period. B. Plan Check Submittals Major Traffic Control and/or Detour Plans normally are submitted during or following the review and approval of construction plans. After the fees are paid, plans are reviewed for accuracy in meeting City requirements. The plans are also reviewed for format specifications as indicated below. The Engineer is advised by telephone of review findings to expedite the review process. Final plans require a Civil Engineer or Traffic Engineer's signature and stamp, except in instances where prior approval is obtained from the City Traffic Engineer. Following the • checking process, authorization and notification is prepared and issued. Format Specifications 1. Sheet size of 24" x 36" with border and City title block (mylar) 2. Drawing to accurately proportioned to fit sheet size 3. A signature block for any other affected jurisdiction(s) Authorization will describe the specific requirements of approval: 1. Notification of public, public agencies, and news services 2. Closure conflict disclaimer 3. Notification of affected adjacent property owners 4. Earliest construction starting date 5. Plan signed and approved by an affected jurisdiction(s) -RWW:CES:ke APPENDIX IV (General Permit Conditions and Trench Specifications San Bernardino County Transportation Department) SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT GENERAL PERMIT CONDITIONS AND TRENCH SPECIFICATIONS • • Effective December 1, 1998 si t-� TABLE OF CONTENTS 1-GENERAL 1.1 Standards and Specifications 1.2 Changes or Additions to Permit 1.3 Relocation 1.4 Utility Construction 1.5 Licensed Contractor 1.6 Permit Possession 1.7 Sanitary Facilities • 1.8 Permittee Responsibility 1.9 Hold Harmless - 1.10 Notification 1.11 Inspection 1.12 Failure to Comply 2 - PUBLIC CONVENIENCE AND SAFETY 2.1 Traffic and Access 2.2 Traffic Control 2.3 Wonting Hours . 2.4 • Dewater Operations 2:5 •Closing Roads 3 - PRESERVATION OF PROPERTY 3.1 Protection of Property 3.2 County Facilities 3.3 Traffic Signals 3.4 Survey Monuments 4•- PROJECT SITE MAINTENANCE 4.1 Clean-up and Dust Control 4.2 4.3 4.4 4.5 4.6 Haul Routes Storage in County Roads Snow Removal Emergency Response Maintenance of Trenches 5 MATERIALS AND EQUIPMENT 5.1 Pavement Traffic Markings & Striping 5.2 Asphalt Concrete 5.3 5.4 5.5 5.6 Base Material Grading Equipment Track Equipment Paving Equipment 6 - TRENCHING 6.1 Cal OSHA 6.2 New Roads 6.3 Depth of Installation 6.4 Pavement Removal 6.5 Open Trench 6.6 Trench Bridging 6.7 Protective Fencing 6.8 Trench Backfill 6.9 Narrow Trench 6.10 Inclement Weather 6.11 Manhole Construction 7 - COMPACTION 7.1 Relative Compaction (RC) 7.2 Compaction Frequency and Location 7.3 Test Reports 7.4 Mechanical Compaction • 7.5 Water Densification Trench Pavement Repair - General Permanent AC Paving Repair Trench Pavement Repair Options Overlay Paving 8.6 Excessive Pavement Removal 8.7 Pavement Resurfacing 8.8 Driveway Approaches 8.9 Portland Cement Concrete '8.10 Trench Failure and Repair 8 - TRENCH CONSTRUCTION & REPAIR 8.1 Temporary Pavement 8.2 8.3 8.4 8.5 1- G E N E RA L 1.1 Standards and Specifications -- Tne work shall be done in accordance with the current San Bernardino County Standards and Specifications and these Conditions and Specifications. Any ceviation shall be approved in writing by the Permit Engineer. 1.2 Changes or Additions to Permit — The Transportation Department reserves the right to make any chances or additions io a permit after issuance if such changes or additions are believed necessary for the protection of the roads or for the health and safety of the public. 1.3 Relocation — If any part of an installation interferes with the present use of roads by the general public or is in conflict with future or current County improvement projects, it shall be removed or relocated as directed by the Transportation Department at. the expense •of the Permittee or his successor in interest. 1.4 Utility Construction — Permits for utility trenching, including utility service trenching, within County right-of-way, shall be issued to the respective utility purveyor or a Califomia licensed contractor. The permittee shall warranty the trench repair for one year from the Transportation Department approval date. Following the permittee warranty period, the respective utility purveyor shall be responsible for the trench repair. 1.5 Licensed Contractor — All excavation, repair and restoration in County road right-of-way shall be performed by a contractor with the appropriate license issued by the State of California Contractors License Board or by utility purveyor's regular employees. 1.6 Permit Possession — Other than emergency repairs, there shalt -be no work performed in County road right-of-way until a road permit is issued. A copy of this permit, a set of approved plans and permits required: by any other legally constituted authority shall be on site at all times construction is in progress. Permits that require excavation shall be valid only after an Underground Service Alert inquiry identification number is issued. All permitted work in the mountain regions shall cease between October 31 and April 15 of the following year unless approved by the Transportation Department.. Start work approval shall be dependent on weather conditions. ' 1 1.7 Sanitary Facilities — The Permittee shall provide and maintain enclosed toilets for the use'of employees at all times while work is in progress. 1.8 Permittee Responsibility In addition to all conditions herein, the Permittee is responsible for safety and construction requirements within the limits of the project. The Permittee or his employees shall abide by all the regulations of any legally constituted authority. • 1.9 Hold Harmless — The. Permittee-shall preserve and save harmless the-Ccurty-and each .. officer and employee thereof, from any liability or responsibility for any accident, loss. of damage to persons or property happening or occurring as a proximate result of Permittee's negligence or the negligence of Permittees' agents, servants, employees or contractors in the design or performance of any work undertaken under any permit granted to Permittee pursuant to the applicatipn [51.0113 County Code). 3 t_;$ 1.10 Notification — Except in emergenc.es, the Pep.:,::ee shall notify the assigned Inspector one working day, exc:jding weekends and holidays, prior , �o starting a project and for each . phase of construction. In addition, the Pemiittee shall .notify USA 48 hours prior to any excavation. • 1.11 Inspection — All construction performed in relation to a road permit shall be inspected prior to and during installation by County personnel. Construction performed without inspection may. be subject to removal and replacement. The entire cost of removal and replacement shall be borne by the Permittee, regardless of whether the installation removed was found to be defective. 1.12 Failure To Comply — Should a Permittee fail to comply with the provisions of the road permit or the requirements of any legally constituted authority, the Transportation Department may order the Permittee to stop work, wholly or in part, until the discrepancies have been resolved to the Department's -satisfaction: Upon satisfactory completion of corrections, written approval from the Department shall be required before work resumes. Failure to comply shall result in revocation of permits. The Department may perform the work required or arrange for the work to be done and the entire cost of the required work shall be borne by the Permittee. 2 - PUBLIC CONVENIENCE AND SAFETY 2.1 Traffic and Access — The Permittee's operation shall cause no unnecessary inconvenience to the public. The access rights of the public shall -be considered :at .all: times. and unless otherwise authorized, traffic-shallbepermitted to pass through the work area at all times. Safe and adequate pedestrian and vehicular access shall be provided andmaintained to fire hydeants,. re'srdences, •-commercial. and: industrial* establishments, - churches;. schools, parking lots service stations; motels, fire and. police. stations, hospitals, and .establishments of • similar nature. Access to these facilities shall be continuous and unobstructed unless otherwise approved by the Department's Traffic Engineer. •AI 2.2. Traffic Control — Traffic Control shall conform to the current Caltrans Manual of Traffic Controls. The handbooks published by American Traffic Safety Services Association Guide trs and the Work Area Traffic Control Handbook or other traffic control manuals may be used with Ls approval of the Department's Traffid Engineer. 2.3' Working Hours — Except for emergency repairs, no work shall be performed withi County road right-of-way on weekends, County holidays, before 7 AM or after 4:30 PM unless authorized by the Permit Engineer. s 2.4 Dewater Operations — Release of, or the directing of water onto County roads shall be authorized only by the Transportation Department and shall include traffic control per Section 2.2 , clean-up per Section 4.1 and erosion control. If erosion occurs, grading shall be as required in Section 5.4. Discharges shall comply with the National Pollutant Discharge Elimination System and with Federal law, State law and local ordinance. 4 2.5 Csosino Roads — No road shall be. . . seo ioriza.icnfrom the I r ans:, r .:o. t Department except ir. t ie case of an erne-;ency under the direction of an authorize: a:ency. An authorized road c!csure will allow the detour of through traffic only. The Perini;.ee shall provide a smooth dust controlled route that allows unimpeded access for emergency vehicles and residents at all tines. A minimum cf ten (10) working days are required to prc;.ess the application. To apply for a road closure authorization, submit the following to the Road Permit Section, 825 E. Third Street, San Bernardino, CA 92415-0835:• - • Written request for the closure with the time schedule included. • Detour route and sign locations, a detour plan designed by a Registered Civil or Traffic. Engineer, if required by the Department. 3 - PRESERVATION OF -PROPERTY 3.1 Protection of Property - The Permittee shall be responsible for the protection of public and private property adjacent to the work and shall exercise due caution to avoid damage to such property. The Permittee shall repair or replace all existing improvements damaged within the right-of- way which are not designated for removal on the approved plans to match the original in finish and dimension. Trees, lawns and shrubbery that are not designated for removal on the plans;:• shall be protected from damage or injury. If damaged or removed because of the Permittee operations, they shall be restored or replaced in. as nearly the original condition. and location `,,.. as is reasonably possible as apprcved by Department personnel.. The-r=ermittee shaii give 4. seven (7) days notice to occupants or owners of adjacent property to allow them to salvage or relocate plants, trees, fences, sprinklers and other improvements within the right-of.way which are designated for removal on the plans and would be destroyed because of the work. 3.2 County Facilities — Prior to construction, the Permittee shall assess the condition of County facilities within project limits and report to the inspector all damaged, defaced or missing pavement, sidewalk, curb, gutter, -traffic signs, pavement markings or hazardous conditions that may exist before work is started. Prior to final acceptance of the project, all County facilities shall be in the same or better condition as -determined by Department personnel. • 3.3 Traffic Signals — Traffic signal detector loops, wiring or appurtenant facilities damaged by the Permittee's operation shall be reported immediately to the Traffic Division of . the Transportation Department, 825 East Third Street. San Bemardino, CA 92415, telephone (909). 387-2833. Any damage shall be repaired immediately at no expense to the County as directed by the Transportation Department. 5. 3.4 Survey Mc.- jments — The Per ,r'1 it;ee shall' locate, protect or tie -out all survey monuments which may be disturbed cr destroyed. Survey monuments shall be located, referenced and a Corner Record filed with the County Surveyor prior to the start of construction. Following completion of the work, the monuments shall be reset in the surface of the new construction, a suitable monument box placed thereon, or permanent witness monuments set and a Corner Record filed with the County Surveyor prior to final project notice of completion issued by the Transportation Department. All work shall be performed under the direction of a licensed Land Surveyor or registered Civil Engineer at no expense to the County. 4 PROJECT SITE MAINTENANCE Surplus dirt, debris, rocks or building materials shall be contained during permit work and site broomed daily to reduce -possibility of being carried by runoff into a storm orm drain, stream or natural drainage course or lake. At the completion of the permit work, the previous drainage patterns must be restored. Material shall not be placed in such a manner which might result in the blockage of any drainage structure at either the inlet or outlet. 4.1 Clean-up and Dust Control — Throughout all phases of construction, including suspension of work, the Permittee shall keepthe work site clean and free from rubbish and debris. The Permittee shall also abate dust nuisance by cleaning, sweeping and sprinkling with water or other means as necessary. The use of water resulting in mud on roads or drainage facilities. will not be. allowed as a substitute for sweeping'. or 'other cleaning methods. All soil and construction material shall be removed prior to that portion of the road being made available to traffic. • 4.2 Haul Routes — When required by the Department, obtain a haul route permit before beginning work. Permits are issued approximately five (5) working days after filing of proper plans, fees and application to the Transportation Department. Care shall be exercised to prevent spillage on, or damage to County 'roads. Any such spillage or damage shall be removed or repaired immediately. Dust control and traffic control shall be provided for all hauling operations. 4.3 Storage in County Roads =- There shall be no equipment or materials stored or stockpiled in road right-of-way. Equipment and materials shall be removed from road right-of- way when not in use and at the end of each working day, except as approved by the Transportation Department. 4.4 Snow Removal — The Transportation Department will remove snow on all County maintained roads that are safe for the snow removal operation. If conditions are such as to endanger personnel or equipment due to Permittee operation (sunken trenches, irregular paving, or other hazards) the Department will cease snow removal operations. The Permittee shall then be responsible for removal of snow to the surface of the road and maintain such, including sanding operations, for a minimum width of 20-feet or as directed by Department personnel. 6 F. 4.5 Emergency Response -- Ee.fo e •1',.^.:•k is stare.. the i ermi.iee snail furnish names and telephone numbers cf persons on -call i; e:nerger 1cy v'ork is required by the County. The Department, at its sole discretion, may elect to perform emergency work if it is judged as necessary for the protection of the roads or for the health and safety of the public. All emergency work shall be accomplished at no expense to the County. 4.6 Maintenance of Trenches — Permittee shall perform continuing maintenance of all trenches, including periods of suspension of work, during the course of construction and shall maintain the trench for the life of the installation in accordance with County Ordinance No. 2377. 5 - MATERIALS AND EQUIPMENT 5.1 Pavement Traffic Markings and Striping — Pavement traffic markings and striping shall be constructed of thermoplastic material and all damaged or removed markings shall be replaced with thermoplastic material unless otherwise approved by Department personnel. Visual uniformity, as determined by Department personnel, may require that adjacent markings and all markings within an intersection be replaced with thermoplastic material by the Permittee at no cost to the County. 5.2 Asphalt Concrete — Paving asphalt shall be AR4000 1/2-inch Type B maximum, medium shall be used. Asphalt dike shall be AR8000 paving asphalt with Type B 3/8-inch maximum, medium grading. • 5.3 Base Material — Base shall be Class 11 Aggregate Base or as approved by Department personnel. -• 5.4 • Grading Equipment — Grading of soil roads or soil shoulders may be accomplished by any means that will provide a smooth, compacted and uniform surface that varies less than • 0.1-foot in 10-feet for line or grade up to 300-feet. Projects greater than 300-feet in length will require grading be performed by an approved motor grader. 5.5 Track Equipment — Track equipment and outriggers used on paved surfaces shall be equipped with street pads and be operated so as notto mar the surface or cause damage to any County facility. If pavement is marred, it shall be resurfaced over the entire width as required in Section 8, Trench Resurfacing. If County facilities are damaged, they shall be replaced or repaired as specified in Section 3, Preservation of Property. 5.6 Equipment — Paving 6-feet wide or wider in a driving lane shall be accomplished by use ofa paving machine approved by Department personnel. Shoulder paving and miscellaneous paving shall be as approved by the Inspector. 6 - TRENCHING • 6.1 CaJOSHA — All excavations shall conform to the requirements of the State of California Division of Occupational Safety and Health. The applicant for a road permit shall possess a permit to excavate from the Division of Industrial Safety, Department of Industrial Relations, State of California. 7 6.2 New Roads -- 77enches installed i:: -tads that have been paved within 3 years shall not be open -cut unless dtherwise authorize; ty the Permit Engineer. If authorized, the trenchina will be subject to add:;ioral requirements as specified by the Permit Engineer. 6.3 Depth of Instal;ation — Underground installations shall have a minimum of 2.5-feet of cover below finished grade. Refer to San Bernardino County Standard Plan No. 311 for recommended locations. 6.4 Pavement Removal — Paving shall be cut for removal and excavated in a manner that does not disturb the adjacent pavement. Paving shall be sawcut or cold planed for permanent repair as specified in Section 8. Remnant strips of paving less than 2-feet wide shall be removed and included in the replacement paving. Replacement paving along the edge of paving that does not have curb and gutter, AC dike or AC berm shall be a minimum of 2-feet wide. 6.5 Open Trench — The maximum length of open trench (excavation or backfill not resurfaced) allowed during construction shall be the distance of construction which can be reasonably installed in a single day. An open trench shall be attended by contractor's personnel at all times. Where pavement has been removed, a minimum of 2-inches of temporary paving shall be placed before that area is made available to traffic. Before leaving the project and at the end of each day, all areas of pavement removal, including sidewalk, drainage courses and driveway approaches shall be backfilled, compacted and surfaced with temporary asphalt. Upon approval of theDepartment personnel, appropriate areas of the trench may be protected by plate bridging or protective fencing. 6.6 Trench Bridging — Plate bridging in the traveled way shall be as shown in the Work Area Traffic Control Handbook and the Plate Bridging Standard drawing herein. • -6.7 Protective Fencing — When protective fencing is used to secure an area, it shall be constructed of 6-foot high, pipe framed chein link panels or equal material, secured into position and placed in a manner that there are no gaps larger than 3-inches. Fencing shall be placed a minimum of 4-feet from the nearest driving lane and shall be protected by appropriate signing and barriers per Section 2.2, Traffic Control. s 6.8 Trench Backlit] — Unless otherwise specified, the material obtained from the project • excavations will be suitable for use as fill or backfill, provided that all organic material and other objectionable material is removed. Rocks, plain concrete rubble and pavement grindings obtained from the project will be permitted in the fill subject to the following limitations: • In trenches up to 3-feet wide, the maximum dimension of any piece used shall be 6-inches; in trenches more than 3-feet wide, 1-foot is the maximum dimension. • Pieces larger than 4-inches shall not be placed within 1-foot of any structure. • Pieces larger than 3-inches shall not be placed within 1-foot of the subgrade for paving. Rocks or rubble included in the fill shall be mixed with approved material to eliminate voids. Slurry (1-1/2 sack) is also an acceptable option for backfill. 8 e. 6.9 Narrow Trench -- Unless ctnery se hCr::ed. Perches in paved areas. 1-foot cr less i. width, snail be backfct;ed to pavement subgrade witn 1-1/2 sack aggregate/cement slurry. ' The slurry shall be protected until cured and pavement placed per Section 8, Trench Resurfacing. • 6.10 Inclement Weather. Other than emergency repairs or as directed by the Transportation Department, there shall be no excavation within the traveled way of County roads during periods of inclement weather. 6.11 Manhole Construction — Manholes shall remain below the grading plane until final paving has been completed and then set flush with the surface, except in areas that require snow removal, the manhole frame shall be set 1/2-inch to 3/4-inch below pavement surface. In graded earth shoulders or earth fiowline areas, asphalt concrete shall be placed to a minimum width of 3-feet around the manhole and paved out at 45 degrees to the edge of existing pavement per San Bernardino County Standard Plan No. 311A. Backfill and testing shall be per Section 7, and shall be independent of the main line trench tests. 7.- COMPACTION 7.1 Relative Compaction (RC) — RC of 95% minimum shall be required for asphalt pavement, paving base material and that portion of backfill which is within 0.5-foot of the paving base material. RC of 90% minimum shall be required for all other fill or backfill. All compaction shall be in accordance with California Test No. 216 or No. 231 (ASTM D-1556 or D-1557-70). Use of an alternate compaction test method (e.g. Dynamic Cone Penetrometer) must be approved in advance and will be approved on a case-by-cas.e basis. 7.2 Compaction Testing Frequency And Location — Trench backfill testing shall be at-250- foot maximum intervals. One test shall be performed for each 4-foot of depth or fraction thereof. Pavement subgrade and pavement base material shall be tested at 500-foot intervals. Tests for backfill shall be taken at mid -depth of each 4-feet of backfll starting at the top of the installation. 20% of laterals and 10p% of manholes shall be tested independently of the main line. Failure of a compaction test will result in the entire area represented by that test being uniformly reworked and retested at a random location. 7.3 Test Reports — Tests shall be certified by a registered California civil or geotechnical engineer or testing laboratory in accordance with the State of California test requirements. Test locations shall be determined by Department personnel. Test reports shall be listed individually for each trench or for each type and phase of construction that includes an accurate description of the test location. Compaction reports shall be submitted to Inspector prior to permanent paving. If an alternate compaction method is approved per Section 7.1, alternate test reports specified at time of permit issuance shall be submitted. 7.4 Mechanical Compaction — Backfill shall be placed in horizontal layers of thickness compatible to the material being placed -and the type of equipment- being used. Each layer shall be evenly spread then tamped orrolled until the specified relative compaction is attained. 9 7.5 Water Densi da:ion -- Densiino pondino and jetting will not be allowed �- feet n of finish grade unless confined 'to the pipe zone and approved by the Inspector. Water. densification may be allowed when, as determined by Department personnel, the base and backfill materials have a.sand equivalent of 20 or greater (California Test No. 217) and are of such character that they will be self -draining when compacted and the foundation material will not soften, or otherwise bedamaged by the applied water. For authorization to use water densification, submit request and test reports representing the foundation .soils and backfill material, at a maximum of 1000-foot intervals to the Inspector five (5) working days prior to starting work. 8 - TRENCH RESURFACING 8.1 Temporary AC Pavement — Temporary asphalt compacted to 2-inches thick shall be placed and maintained in a smooth and compacted condition at all locations where paving has been removed and before traffic is allowed to pass over areas of pavement removal. Temporary asphalt shall be removed for permanent repair. 8.2 Pavement Repair -General -- Damaged paving adjacent to the trench edges shall be sawcut and removed in rectangular sections. Remnant strips of paving 2-feet wide or less will be removed and that area included in the paving repair. Asphalt paving shall be placed in a minimum of two lifts and be in accordance with Caltrans Standards Section 39 and be a minimum of 95% RC. The repaired section shall be 1-inch thicker than the existing paving but not less than 3-inches thick. Paving shall be placed within thirty (30) days of completion of the subsurface installation in accordance with Section 1.5. Areas to be joined with asphalt paving shall be cleaned of all soil and foreign material an tacked 100% coverage of. asphaltic emulsion or paint binder. " 8.3 Permanent Pavement Repair — Base paving will be in compacted lifts a maximum of 3- inches thick and the use of 3/4-inch MC AR4000 may be required at the discretion of the • Permit Inspector. Finish course shall be a'rninimum of 1-inch and a maximum of 2-inches • thick of 1/2-inch MM AR4000 flush with the existing paving. Trench sections over 6-feet in width shall utilize a self-propelled vibrating screed. paving machine (Barber -Greene or equivalent) and may be subject to additional requirements. 8.4 Trench Options • T-Cut Trench — After backfill is completed, trench edges shall be sawcut or ground to straight lines a minimum of 1.0-foot from the edge of the excavation or pavement removal and shall be parallel and at right angles to the centerline of the road (see Trench Detail A). • Optional T-Cut Trench — In cases where the existing pavement has a thickness in excess of 4-inches, grinding a minimum of 1-foot from each edge of the excavation or pavement removal to a minimum depth of 2-inches may be allowed at the discretion of the Permit Inspector (see Trench Detail B). • Non T-Cut Trench Alternative — Trench Detail C requires overlay paving in accordance with Section 8.5 for trenches over 300-feet. 10 8.5 '..•\•e lay Pa In; When the 1 -c... trench or -C..t option is used t0 repair Cr re st.- e pavement removal to 300-feet or longer, an overlay shall not be required unless the road has been paved within three years or the road has a superelevation,. or tilt cross Section. When the non T-cut trench is used to repair or restore pavement removals of 300-feet or longer, an overlay shall be required. The determination of the overlay shall be made by the County Transportation Depar Jnent at the prebid!?reconstruction meeting or prior to issuance of the permit. Substantial damage to the roadway beyond the trench excavation as a result of negligence by the permittee or their contractor shall meet or exceed prior street conditions and will be determined by the Transportation Department. The overlay, when required, shall be a minimum of 1-inch thick of AR4000 3/8-inch MM placed with a paving machine per Section 5.6 and shall extend beyond pavement removal a minimum of 1-foot laterally and 5-feet longitudinally and shall cover the driving lane or shoulder full width. Roads that have a superelevation or tilt cross section may require full road width overlay in the area of the superelevation or tilt section. • 8.6 Excessive Pavement Removal — Removal of six or more separate areas of pavement or the removal of 15% of the total area of a lane or shoulder by a Permittee within 300-foot length of street, may require an overlay per Section 8.5. 8.7 Pavement Surfacing — Where there are existing surface coats on the existing paving, open graded paving, chip seal or any type of surfacing that has been removed, the surfacing and pavingshall be replaced in -kind. 8.8 Driveway Approaches — Driveway approaches constructed of asphalt concrete shall be repaired as required and shall also be overlaid 1-inch thick full width to the property line or slurry sealed per Caltrans Section 37-2.01. 8.9 Portland Cement Concrete — Potholes or trenches in PCC shall be repaired by sawcutting or grinding and removed in full panels at the • score lines or as directed by Department personnel. •A� 8.10 Trench Failure and Repair — When the Transportation Department notifies Permittee of a failure of the trench (settlement, excessive cracking or alligatoring, etc.) the Permittee shall coordinate the proposed trench ,repair method and schedule with the Transportation Department. Rev. 12/98 a=SpEC.DOC 11 PLATE BRIDGING WIDTH OF TRENCH 1.0 FOOT TO 3 FOOT 4.0 FEET MINIMUM PLATE THICKNESS 1 INCH 1-1/4 INCH SPANS GREATER THAN 4 FEET, A STRUCTURAL DESIGN SHALL BE PREPARED BY A REGISTERED CIVIL ENGINEER AND APPROVED BY DEPARTMENT PERSONNEL. SURFACE OF STEEL PLATES MAY BE ROUGHENED, TAPED OR COATED TO PROVIDE A I NON-SKID SURFACE , BRIDG• ING SHALL BE SECURED AGAINST MOVEMENT BY JSING HOLDING DEVICES SUCH AS ADJUSTABLE CLEATS, ANGLES, 3OLTS, TACK WELDING OR OTHER ,.DEVICES. ASPHALT RAMPS STEEL PLATES 12" MIN. OVERLAP TYPICAL • • NOTE: TRENCH WALLS AND ADJACENT SOIL SHALL BE SUFFICIENTLY STABLE FOR THE USE OF THE ABOVE PLATE. IRENCH OVERLAY HALF WIDTH 5 FEET TYPICAL EP 5 FEET TYPICAL ' EP EP FULL WIDTH EP FcENTER LINE /// A7/ .• • •'-'1••••••,•",.. /// PAVEMENT REMOVAL WITHIN 1 FOOT OF CENTER LINE EP EP SHOULDER DRIVING , CENTERLINE tai• DRIVING LANE TO SHOULDER /// isu1aii; - • Z- • -•••••• fiviOinu. 12MIN. EP S'16.OLDER LANE CENTER LINE • • EP /// SHOULDER DRIVING LANE AND SHOULDER EP r.gitftruPliL.!•:V.••!•'fi•i""4 • • • • ••• , ...a:tainr-,.::::•.•••• •••;- -"" 1,•", DRIVING 12' MIN. LANE CENTER LINE Izsvi.......r........,..4..,...1,-,........< _ "....-''''''T..1‘......5F.....F.Tr,:----4.ta,,-,"•••••tr rf----7....=.--,....r.. - — f.......•••,-:= . m•••• .., -..•.•.......... .1.,- ............. •: 1,1 ;•" :=7 rtIn "•,••••terftrxest2 • 1,..-r.rfr.Arii;1••=t" "n11=4S-11:47i2•71'.• , . /// SHOULDER PAVEMENT REMOVAL WITHIN 1' OF DRIVING LANE NOTE: OVERLAY TO EXTEND BEYOND TRENCH A MINIMUM 5' LONGITUDENLY AND 1' TRANSVERSELY. PAVING JOINTS SHALL BE AT THE EDGES OF THE DRIVING LANES OR SHOULDERS. CENTER LINE LEGEND : TRENCH '— OVERLAY *: ; • ::::- ••:.= • 2' OR LESS FROM EDGE, REMOVE AND INCLUDE IN REPA;R SAWCUT OR COLD PLANE FOR TRENCHING 95% R.C. AC PAVEMENT TO BE 3" MIN.. AND 1' THICKER THAN EXISTING. TOP 1"- 2" TO BE AR 4000 1/2" MM. REMAINING MAY REQUIRE AR 4000 3/4" MC 90% RC. 12" WIDE OR LESS USE 1-1/2 SACK CEMENT SLURRY. NOTES : SAWCUT OR COLD PLANE 1' FROM TRENCH CUTS 6' Min 95 % RC. CLASS II BASE(IF EXISTING MATCH EXISTING THICKNESS OR 4" MIN. .90% R.C. 1. ALL EXCAVATIONS WITHIN COUNTY RIGHT-OF-WAY REQUIRE AN EXCAVATION PERMIT FROM THE ROAD PERMIT SECTION. 2. ROAD PERMITS ARE NOT VALID WITHOUT FULL COMPLIANCE OF UNDERGROUND SERVICE ALERT REQUIREMENTS. 3. ALL EXCAVATIONS SHALL BE CONSTRUCTED AS PRESCRIBED BY CAL. OSHA. 4. TEMPORARY PAVING 2" THICK COMPACTED SMOOTH AND FLUSH, SHALL BE PLACED IN ALL AREAS PAVING WAS REMOVED PRIOR TO OPENING TO TRAFFIC AND AT THE END OF EACH DAY. ti 5. COMPACTION TEST ON BACKFILL IN THE 90% RC ZONE SHALL BE AT VARYING DEPTHS ON 250' INTERVALS AND SUBMITTED TO INSPECTION PRIOR TO PERMANENT PAVING. CLASS II AGGREGATE BASE AND THE GRADING PLANE SHALL BE 95% RC ON 500' INTERVALS. 6. NOTIFY PERMIT INSPECTOR ONE WORKING DAY PRIOR TO STARTING A PROJECT AND FOR EACH PHASE OF CONSTRUCTION. 7. OVERLAY PAVING WILL NOT BE REQUIRED PER SECTION 8.5 EXCEPT FOR ROADS THAT HAVE BEEN PAVED WITHIN THREE YEARS AND ROADS THAT HAVE SUPERELEVATIONS OR TILT CROSS SECTIONS. • T-CUT TRENCH TRENCH DETAIL 2' OR LESS FROM EDGE • REMOVE AND INCLUDE IN REPAIR SAV'CUT OR COLD PLANE \ FOR TRENCHING T y i 4"MIN. 2" AR 4000 1/2" MM SURFACE COURSE REMAINING MAY BE AR 4000 3/4' MC 90% RC. 12" WIDE OR LESS USE 1-1/2 SACK . CEMENT SLURRY 2' M:N. COLD PLA'N'E 1' FROM TRENCH CUTS 95%RC. AC PAVEMENT TO BE 4" MIN. AND 1" THICKER THAN EXISTING. 95% RC. CLASS II BASE (IF EXISTING) MATCH EXISTING THICKNESS OR 4" MIN. NOTES : 1. ALL EXCAVATIONS WITHIN COUNTY RIGHT-OF-WAY REQUIRE AN EXCAVATION PERMIT FROM THE ROAD PERMIT SECTION. 2. ROAD PERMITS ARE NOT VALID WITHOUT FULL COMPLIANCE OF UNDERGROUND SERVICE ALERT REQUIREMENTS. 3. ALL EXCAVATIONS SHALL BE CONSTRUCTED AS PRESCRIBED BY CAL. OSHA. 4. TEMPORARY PAVING 2" THICK COMPACTED SMOOTH AND FLUSH, SHALL BE PLACED IN ALL AREAS PAVING WAS REMOVED PRIOR TO OPENING TO TRAFFIC AND AT THE END OF EACH DAY. • 5. COMPACTION TESTS IN THE 90% RC PIPE ZONE SHALL BE ON 250' INTERVALS AND SUBMITTED TO INSPECTION PRIOR TO PERMANENT PAVING. 6. NOTIFY PERMIT INSPECTOR ONE WORKING DAY PRIOR TO STARTING A PROJECT AND FOR EACH PHASE OF CONSTRUCTION. 7. OVERLAY PAVING WILL NOT BE REQUIRED PER SECTION 8.5 EXCEPT FOR ROADS THAT HAVE BEEN PAVED WITHIN THREE YEARS AND ROADS THAT HAVE SUPERELEVATIONS OR TILT. CROSS SECTIONS. OPTIONAL T-CUT TRENCH TRENCH DETAIL fn 2' CAR LESS FROM EDGE, REMOVE AND INCLUDE IN REPAIR SAWCUT OR COLD .PLANE 95% R.C. AC PAVEMENT TO BE 3" MIN. AND 1" THICKER TI-IAN EXISTING. TOP 1"- 2" TO BE AR 4000 1/2" MM. REMAINING MAY REQUIRE AR 4000 3/4" MC 90% RC. 12" WIDE OR LESS USE 1-1/2 SACK CEMENT SLURRY. 6' Min. 95 % RC. CLASS II BASE(IF EXISTING) MATCH EXISTING THICKNESS OR 4' MIN. 90% RC. NOTES : 1. ALL EXCAVATIONS WITHIN COUNTY RIGHT-OF-WAY REQUIRE AN EXCAVATION PERMIT FROM THE ROAD PERMIT SECTION. 2. ROAD PERMITS ARE NOT VALID WITHOUT FULL COMPLIANCE OF UNDERGROUND SERVICE ALERT REQUIREMENTS. 3. ALL EXCAVATIONS SHALL BE CONSTRUCTED AS PRESCRIBED BY CAL. OSHA. 4. TEMPORARY PAVING 2" THICK COMPACTED SMOOTH AND FLUSH, SHALL BE PLACED IN ALL AREAS PAVING WAS REMOVED PRIOR TO OPENING TO TRAFFIC AND AT THE END OF EACH DAY. 5. COMPACTION TEST ON BACKFILL IN THE 90% RC ZONE SHALL BE AT VARYING DEPTHS ON 250' INTERVALS AND SUBMITTED TO INSPECTION PRIOR TO PERMANENT PAVING. CLASS II AGGREGATE BASE AND THE GRADING PLANE SHALL BE 95% RC ON 500' INTERVALS. . 6. NOTIFY PERMIT INSPECTOR ONE WORKING DAY PRIOR TO STARTING A PROJECT AND FOR EACH PHASE OF CONSTRUCTION. 7. OVERLAY SHALL BE REQUIRED PER SECTION 8.5 OF THE TRENCH SPECIFICATIONS FOR TRENCHES OVER 300 FEET. TRENCHES UNDER 300 FEET DO NOT REQUIRE AN OVERLAY. NON T-CUT TRENCH TRENCH DETAIL APPENDIX V Union Pacific Railroad CONTRACTOR'S ROE 980204 Folder No.: Form Approved, AVP-Law CONTRACTOR'S RIGHT OF ENTRY AGREEMENT THIS AGREEMENT is made and entered into as of the day of , 199 , by and between UNION PACIFIC RAILROAD COMPANY, a Delaware corporation (hereinafter referred to as the "Railroad"); and a corporation (hereinafter referred to as the "Contractor"). RECITALS: Contractor has been hired by (hereinafter " ") to perform work relating to (the "Work"), partially located on property of Railroad in the vicinity of , which Work is the subject of a Contract dated between Railroad and Contractor has requested Railroad to permit it to perform the work on Railroad property, and Railroad is agreeable thereto, subject to the following terms and conditions. AGREEMENT: NOW, THEREFORE, it is mutually agreed by and between the Railroad and Contractor, as follows: ARTICLE 1- DEFINITION OF CONTRACTOR For purposes of this agreement, all references in this agreement to the Contractor shall include the Contractor's contractors, subcontractors, officers, agents and employees, and others acting under its or their authority. ARTICLE 2 - RIGHT GRANTED; PURPOSE The Railroad hereby grants to the Contractor the right, during the term hereinafter stated and upon and subject to each and all of the terms, provisions and conditions herein contained, to enter upon and have ingress to and egress from the property described in the Recitals for the purpose of performing any work described in the Recitals above. The right herein granted to Contractor is limited to those portions of Railroad's property specifically described herein, or as designated by the Railroad Representative named in Article 4. ARTICLE 3 - TERMS AND CONDITIONS CONTAINED IN EXHIBITS A AND A-1 The terms and conditions contained in Exhibits A and A-1, attached hereto, are hereby made a part of this agreement. ARTICLE 4 - ALL EXPENSES TO BE BORNE BY CONTRACTOR; RAILROAD REPRESENTATIVE The Contractor shall bear any and all costs and expenses associated with any work performed by the Contractor, or any costs or expenses incurred by the Railroad relating to this agreement. All work performed by Contractor on Railroad's property shall be performed in a manner satisfactory to the Railroad's or his authorized representative (hereinafter the "Railroad Representative") identified below: C:\TEMP\ALAMO2.WPD CONTRACTOR'S ROE 980204 Folder No.: Form Approved, AVP-Law ARTICLE 5 - TERM: TERMINATION a). The grant of right herein made to Contractor shall commence on the date of this agreement, and continue until , unless sooner terminated as herein provided, or at such time as Contractor has completed its work on Railroad's property, whichever is earlier. Contractor agrees to notify the Railroad Representative in writing when it has completed its work on Railroad property. b). This agreement may be terminated by either party on ten (10) days written notice to the other party. ARTICLE 6 - CERTIFICATE OF INSURANCE a). Before commencing any work, Contractor will provide Railroad with a Certificate issued by its insurance carrier providing the insurance coverage required pursuant to Exhibit A-1 of this agreement in a policy which contains the following type of endorsement: Union Pacific Railroad Company is named as additional insured with respect to all liabilities arising out of Insured's, as Contractor, performance of any work on the property of the Railroad. b). Contractor warrants that this agreement has been thoroughly reviewed by its insurance agent(s)/broker(s) and that said agent(s)/broker(s) has been instructed to procure insurance coverage and an endorsement as required herein. c). All insurance correspondence shall be directed to: Bob N. Prince Manager, Industry & Public Projects Union Pacific Railroad Company 19100 Slover Avenue Bloomington, CA 92316 ARTICLE 7 - CHOICE OF FORUM This agreement shall be governed, construed and enforced in accordance with the laws of the State of New Mexico. Litigation arising out of or connected with this agreement may be instituted and maintained in the courts of the States of Nebraska and New Mexico only, and the parties consent to jurisdiction over their person and over the subject matter of any such litigation, in those courts, and consent to service of process issued by such courts. ARTICLE 8 - piSMISSAL OF CONTRACTOR/SUBCONTRACTOR EMPLOYEE At the request of Railroad, Contractor shall remove from Railroad property any employee of Contractor or any subcontractor who fails to conform to the instructions of the Railroad Representative in connection with the work on Railroad's property, and any right of Contractor shall be suspended until such removal has occurred. Contractor shall indemnify Railroad against any claims arising from the removal of any such employee from Railroad property. ARTICLE 9 - ADMINISTRATIVE FEE Contractor shall pay to Railroad Five Hundred Dollars ($500.00 ) as reimbursement for clerical, administrative and handling expenses in connection with the processing of this agreement. ARTICLE 10 - SPECIAL PROVISIONS a). No additional vehicular crossings (including temporary haul roads) or pedestrian crossings over Railroad's trackage shall be installed or used by Contractor without the prior written permission of Railroad. C:\TEMMALAMO2.WPD his CONTRACTOR'S ROE 980204 Folder No.: Form Approved, AVP-Law b). Explosives or other highly flammable substances shall not be stored on Railroad property without the prior written approval of the Railroad Representative. IN WITNESS WHEREOF, the parties hereto have executed this agreement in duplicate as of the date fast herein written. (Name of Contractor) By: Title: UNION PACIFIC RAILROAD COMPANY • By: CHIEF ENGINEER C:ITEMPW.AM02WPD 3 CONTRACTOR'S ROE 980204 Folder No.: Form Approved, AVP-Law EXHIBIT A TO CONTRACTOR'S RIGHT OF ENTRY AGREEMENT Section 1. NOTICE OF COMMENCEMENT OF WORK - FLAGGING. a. The Contractor agrees to notify the Railroad Representative at least 10 working days in advance of Contractor commencing its work and at least 5 working days in advance of proposed performance of any work by the Contractor in which any person or equipment will be within 25 feet of any track, or will be near enough to any track that any equipment extension (such as, but not limited to, a crane boom) will reach to within 25 feet of any track. No work of any kind shall be performed, and no person, equipment, machinery, tool(s), material(s), vehicle(s), or thing(s) shall be located, operated, placed, or stored within 25 feet of any of Railroad's track(s) at any time, for any reason, unless and until a Railroad flagman is provided to watch for trains. Upon receipt of such 5-day notice, the Railroad Representative will determine and inform the Contractor whether a flagman need be present and whether the Contractor need implement any special protective or safety measures. If flagging or other special protective or safety measures are performed by the Railroad, such services will be provided at Contractor's expense with the understanding that if the Railroad provides any flagging or other services, the Contractor shall not be relieved of any of its responsibilities or liabilities set forth herein. Contractor shall promptly pay to Railroad all charges connected with such services within 30 days after presentation of a bill therefor. b. The rate of pay per hour for each man will be the prevailing hourly rate in effect for an eight hour day for the class of men used during regularly assigned hours and overtime in accordance with Labor Agreements and Schedules in effect at the time the work is performed In addition to the cost of such labor, a composite charge for vacation, holiday, health & welfare, supplemental sickness, Railroad Retirement & UC, supplemental pension, Empl. Liability & Property Damage and Administration will be included, computed on actual payroll. The composite charge will be the prevailing composite charge in effect on the day of execution of this agreement. One and one-half times the current hourly rate is paid for overtime, Saturdays and Sundays; two and one-half times current hourly rate for holidays. Wage rates are subject to change, at any time, by law or by agreement between the railroad and its employees, and may be retroactive as a result of negotiations or a ruling of an authorized Governmental Agency. Additional charges on labor are also subject to change. If the wage rate or additional charges are changed, the Contractor shall pay on the basis of the new rates and charges. c. Reimbursement to the Railroad will be required covering the full eight hour day during which any flagman is furnished, unless he can be assigned to other Railroad work during a portion of such day, in which event reimbursement will not be required for the portion of the day during which the flagman is engaged in other Railroad work. Reimbursement will also be required for any day not actually worked by said flagman following his assignment to work on the project for which the Railroad is required to pay the flagman and which could not reasonably be avoided by the Railroad Company by assignment of such flagman to other work , even though the Contractor may not be working during such time. Section 2. LIMITATION AND SUBORDINATION OF RIGHTS GRANTED a. The foregoing grant of right is subject and subordinate to the prior and continuing right and obligation.of the Railroad to use and maintain its entire property including the right and power of the Railroad to construct, maintain, repair, renew, use, operate, change, modify or relocate railroad tracks, roadways, signal, communication, fiber optics, or other wirelines, pipelines and other facilities upon, along or across any or all parts of its property, all or any of which may be freely done at any time or times by the Railroad without liability to the Licensee or to any other party for compensation or damages. b. The foregoing grant is also subject to all outstanding superior rights (including those in favor of licensees and lessees of the Railroad's property, and others) and the right of the Railroad to renew and extend the same, and is made without covenant of title or for quiet enjoyment. Section 3. NO INTERFERENCE WITH RAILROAD'S OPERATION. No work performed by Contractor shall cause any interference with the constant, continuous and uninterrupted use of the tracks, property and facilities of the Railroad its lessees, licensees or others, unless specifically permitted under this agreement, or specifically authorized in advance by the Railroad Representative. Nothing shall be done or suffered to be done by the Contractor at any time that would att 1 y�;:,{ C:\TEMP\ALAM02.WPD CONTRACTOR'S ROE 980204 Folder No.: Form Approved, AVP-Law in any manner impair the safety thereof. When not in use, Contractor's machinery and materials shall be kept at least 50 feet from the centerline of Railroad's nearest track, and there shall be no vehicular crossings of Railroad's tracks except at existing open public crossings. Section 4. MECHANIC'S LIENS. The Contractor shall pay in full all persons who perform labor or provide materials for the work to be performed by Contractor. The Contractor shall not create, permit or suffer any mechanic's or materialmen's liens of any kind or nature to be created or enforced against any property of the Railroad for any such work performed. The Contractor shall indemnify and hold harmless the Railroad from and against any and all liens, claims, demands, costs or expenses of whatsoever nature in any way connected with or growing out of such work done, labor performed, or materials furnished. Section 5. PROTECTION OF FIBER OPTIC CABLE SYSTEMS. a. Fiber optic cable systems may be buried on the Railroad's property. Protection of the fiber optic cable systems is of extreme importance since any break could disrupt service to users resulting in business interruption and loss of revenue and profits. Contractor shall telephone the Railroad at 1-800-336-9193 (a 24-hour number) to determine if fiber optic cable is buried anywhere on the Railroad's premises to be used by the Contractor. If it is, Contractor will telephone the telecommunications company(ies) involved, arrange for a cable locator, make arrangements for relocation or other protection of the fiber optic cable, and will commence no work on the right of way until all such protection or relocation has been accomplished. b. In addition to other indemnity provisions in this Agreement, the Contractor shall indemnify and hold the Railroad harmless from and against all costs, liability and expense whatsoever (including, without limitation, attorneys' fees, court costs and expenses) arising out of any act or omission of the Contractor, its contractor, agents and/or employees, that causes or contributes to (1) any damage to or destruction of any telecommunications system on Railroad's property, and/or (2) any injury to or death of any person employed by or on behalf of any telecommunications company, and/or its contractor, agents and/or employees, on Railroad's property. Contractor shall not have or seek recourse against Railroad for any claim or cause of action for alleged loss of profits or revenue or loss of service or other consequential damage to a telecommunication company using Railroad's property or a customer or user of services of the fiber optic cable on Railroad's property. Section 6. COMPLIANCE WITH LAWS. Ingle prosecution of the work covered by this agreement, the Contractor shall secure any and all necessary permits and shall comply with all applicable federal, state and local laws, regulations and enactments affecting the work. The Contractor shall use only such methods as are consistent with safety, both as concerns the Contractor, the Contractor's agents and employees, the officers, agents, employees and property of the Railroad and the public in general. The Contractor (without limiting the generality of the foregoing) shall comply with all applicable state and federal occupational safety and health acts and regulations. All Federal Railroad Administration regulations shall be followed when work is performed on the Railroad's property. If any failure by the Contractor to comply with any such laws, regulations, and enactments, shall result in any fine, penalty, cost or charge being assessed, imposed or charged against the Railroad, the Contractor shall reimburse and indemnify the ti Railroad for any such fine, penalty, cost, or charge, including without limitation attomeys' fees, court costs and expenses. The Contractor further agrees in the event of any such action, upon notice thereof being provided by the Railroad, to defend such action free of cost, charge, or expense r- to the Railroad. Section 7. SAFETY INSTRUCTIONS. Safety of personnel, property, rail operations and the public is of paramount importance in the prosecution of the Work pursuant to this agreement. As reinforcement and in furtherance of overall safety measures to be observed by the Contractor (and not by way of limitation), the following special safety rules shall be followed: a. The Contractor shall keep the job site free from safety and health hazards and ensure that its employees are competent and adequately trained in all safety and health aspects of the job. The Contractor shall have proper first aid supplies available on the job site so that prompt fast aid services can be provided to any person that may be injured on the job site. The Contractor shall promptly notify the Railroad of any U.S. Occupational Safety and Health Administration reportable injuries occurring to any person that may arise during the work performed on the job site. The Contractor shall have a non -delegable duty to control its employees while they are on the job site or any other property of the Railroad to be certain they do not use, be under the influence of, or have in their possession any alcoholic beverage, drug, narcotic or other substance that may inhibit the safe performance of work by the employee. C:\TEMP\ALAMO2.WPD CONTRACTOR'S ROE 980204 Folder No.: Form Approved, AVP-Law b. The employees of the Contractor shall be suitably dressed to perform their duties safely and in a manner that will not interfere with their vision, hearing or free use of their hands or feet. Only waist length shirts with sleeves and trousers that cover the entire leg are to be worn. If flare -legged trousers are worn, the trouser bottoms must be tied to prevent catching. The employees should wear sturdy and protective work boots and at least the following protective equipment: (1) Protective head gear that meets American National Standard-Z89.1-latest revision. It is suggested that all hardhats be affixed with Contractor's or subcontractor's company logo or name. (2) Eye protection that meets American National Standard for occupational and educational eye and face protection, Z87.1-latest revision. Additional eye protection must be provided to meet specific job situations such as welding, grinding, burning, etc.; and (3) Hearing protection which affords enough attenuation to give protection from noise levels that will be occurring on the job site. r-n c. All heavy equipment provided or leased by the Contractor shall be equipped with audible back-up warning devices. If in the opinion of the Railroad Representative any of Contractor's or any of its subcontractor's equipment is unsafe for use on the Railroad's right-of-way, the Contractor, at the request of the Railroad Representative, shall remove such equipment from the Railroad's right-of-way. Section 8. INDEMNITY. a. As used in this Section, "Railroad" includes other railroad companies using the Railroad's property at or near the location of the Contractor's installation and their officers, agents, and employees; "Loss" includes loss, damage, claims, demands, actions, causes of action, penalties, costs, and expenses of whatsoever nature, including court costs and attorneys' fees, which may result from: (a) injury to or death of persons whomsoever (including the Railroad's officers, agents, and employees, the Contractor's officers, agents, and employees, as well as any other person); and/or (b) damage to or loss or destruction of property whatsoever (including Contractor's property, damage to the roadbed, tracks, equipment, or other property of the Railroad, or property in its care or custody). b. As a major inducement and in consideration of the license and permission herein granted, the Contractor agrees to indemnify and hold harmless the Railroad from any Loss which is due to or arises from any cause and is associated in whole or in part with the work performed under this agreement, a breach of the agreement or the failure to observe the health and safety provisions herein, or any activity, omission or negligence arising out of performance or nonperformance of this agreement regardless of whether contributed to in part by the negligence or fault of Railroad. However, the Contractor shall not indemnify the Railroad when the Loss is caused by the sole negligence of the Railroad. c. Any liability of either party hereunder to one of its employees under any Workers' Compensation Act or the Federal Employers' Liability Act shall not be questioned or in any way challenged by the other party, nor shall any jury or court fmdings resulting from any employee's suit against either party pursuant to any such Act(s) be relied upon or used by either party in any attempt to assert common law liability against the other. Section 9. RESTORATION OF PROPERTY. In the event the Railroad authorizes the Contractor to take down any fence of the Railroad or in any manner move or disturb any of the other property of the Railroad in connection with the work to be performed by Contractor, then in that event the Contractor shall, as soon as possible and at Contractor's sole expense, restore such fence and other property to the same condition as the same were in before such fence was taken down or such other property was moved or disturbed. The Contractor shall remove all of Contractor's tools, equipment and materials from Railroad's property promptly upon completion of the work, restoring Railroad's property to the same state and condition as when Contractor entered thereon. Section 10. WAIVER OF BREACH. Waiver by the Railroad of the breach of any condition, covenant or agreement herein contained to be kept, observed and performed by the Contractor shall in no way impair the right of the Railroad to avail itself of any remedy for any subsequent breach thereof. C:\TEMP\ALAMO2.WPD 3 CONTRACTORS ROE 980204 Folder No.: Form Approved, AVP-Law Section 11. ASSIGNMENT - SUBCONTRACTING. The Contractor shall not assign, sublet or subcontract this agreement, or any interest therein, without the written consent of the Railroad and any attempt to so assign, sublet or subcontract without the written consent of the Railroad shall be void. If the Railroad gives the Contractor permission to subcontract all or any portion of the work herein described, the Contractor is and shall remain responsible for all work of subcontractors and all work of subcontractors shall be governed by the terms of this agreement. C:\7EM%ALAM02.WPD 4 CONTRACTOR'S ROE 980204 Folder No.: Form Approved, AVP-Law Exhibit A-1 UNION PACIFIC RAILROAD CONTRACT INSURANCE REQUIREMENTS Third Party Contractors Right Of Entry Agreement Contractor shall, at its sole cost and expense, procure and maintain during the life of this Agreement the following insurance coverage: (a) General Liability insurance providing bodily injury including death, personal injury and property damage coverage with a combined single limit of at least $2,000,000 each occurrence or claim and an aggregate limit of at least $4,000,000. This insurance shall contain broad form contractual liability with a separate general aggregate for the project (ISO Form CG 25 03 or equivalent). Exclusions for explosion, collapse and underground hazard shall be removed. Coverage purchased on a claims made form shall provide for at least a two (2) year extended reporting or discovery period if (a) the coverage changes from a claims made form to an occurrence form, (b) there is a lapse/cancellation of coverage, or (c) the succeeding claims made policy retroactive date is different for the expiring policy. (b) Automobile Liability insurance providing bodily injury and property damage coverage with a combined single limit of at least $2,000,000 each occurrence or claim. This insurance shall cover all motor vehicles including hired and non -owned, and mobile equipment if excluded from coverage under the general public liability insurance. (c) Workers' Compensation insurance covering Contractor's statutory liability under the workers' compensation laws of the state(s) affected by this Agreement, and Employers' Liability. If such insurance will not cover the liability of Contractor in states that require participation in state workers' compensation fund, Contractor shall comply with the laws of such states. If Contractor is self - insured, evidence of state approval must be provided. (d) Railroad Protective Liability insurance naming the Railroad as the insured with a combined single limit of $2,000,000 per occurrence with a $6,000,000 aggregate. The policy shall be broad form coverage for "Physical Damage to Property” (ISO Form CG 00 35 or equivalent) and include pollution arising out of fuels and lubricants brought to the job site (ISO Form CG 28 31 or equivalent). A binder of insurance for Railroad Protective Liability must be submitted to the Railroad and the original policy or a certified duplicate original policy must be forwarded to the Railroad when available. Contractor and its insurers shall endorse the required insurance policy(ies) to waive their right of subrogation against Railroad. Contractor and its insurers also waive their right of subrogation against Railroad for loss of its owned or leased property or property under its care, custody and control. Contractor's insurance shall be primary with respect to any insurance carried by Railroad. The policy(ies) required under (a) and (b) above shall provide severability of interests and shall name Railroad as an additional insured. Prior to commencing the Work, Contractor shall furnish to Railroad certificate(s) of insurance evidencing the required coverage and endorsements and upon request, a certified duplicate original of any required policy. The certificate(s) shall contain a provision that obligates the insurance company(ies) issuing such policy(ies) to notify Railroad in writing of any material alteration including any change in the retroactive date in any "claims -made" policies or substantial reduction of aggregate limits, if such limits apply, or any cancellation at least thirty (30) days prior thereto. The insurance policy(ies) shall be written by a reputable insurance company(ies) acceptable to Railroad or with a current Best's Insurance Guide Rating of B and Class VII or better, and authorized to do business in the state(s) in which the Job Site is located. Contractor WARRANTS that this Agreement has been thoroughly reviewed by Contractor's insurance agent(s)/broker(s), who have been instructed by Contractor to procure the insurance coverage required by this Agreement. If Contractor fails to procure and maintain insurance as required, Railroad may elect to do so at the cost of Contractor. The fact that insurance is obtained by Contractor shall not be deemed to release or diminish the liability of Contractor, including, without limitation, liability under the indemnity provisions of this Agreement. Damages recoverable by Railroad shall not be limited by the amount of the required insurance coverage. C:\TEMV ALAM02.WPD 1 ra rn m Ea u-I n-I CERTIFIED AIL (Domest eMai O . ,o Insurance CoverageProv:ded Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Postmark Here Total APN 236 131 03 (NO SITE ADDRESS) Recipl '{ ROSEMEAD PROPERTIES, INC. I i Street PO BOX 6010 .o .�:rs-�`EL MONTE, CA 91734 S a u"38Q6t ebrua Certified Mail Provides: o A mailing receipt a A unique identifier for your mailpiece IN A signature upon delivery ® A record of delivery kept by the Postal Service for two years / Important Reminders: I ' o Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. A Certified Mail is not available for any class of international mail. u NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. v For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece "Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. Is For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". O If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified;Mail receipt is not needed, detach and affix label with postage and mail. , d IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595-9941-2087 SENDER: o Complete itemst9, 2, 3. Also complete item 4 if Restricted De ery is desired. o Print your name and address on the reverse sofnat we can return the card to you. o Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: APN 236 131103 (NO SITE ADDRESS) ROSEMEAD PROPERTIES, INC. PO BOX 6010 EL MONTE, CA 91734 COMPLETE THIS SECTION ON DELIVERY ; +' A. Received by (lease P C. Signature X B. Date o Delivery ent Addressee D. Is delivery address differe"t from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type ❑ Certified Mail 0 Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Agtcle Number (Copy from service label) OM- O65"_oozs -Ent l^ 4Z03 PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATES P TAL SERVICE `'� t L PM: '1 \ 17 JAN / <1�\ s/ • Sender: Please printqciar--name, address, and ZIP+4 in this box • j City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects Il; tl�tll�1� i'>�iPa 0 l,��i1i1111 1l111111111111111�:1lh111111 9 CER IFIE AIL (DomesticMail On, Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total F APN 236 131 02 (14861 SLOVER) vier AL C. CORNELIO St! A 8462 BEACH CIRCLE Sra CYPRESS, CA 90630 Postmark Here Certified Mail Provides: • A mailing receipt O A unique identifier for your mailpiece a A signature upon delivery • e A record of delivery kept by the Postal Service for two years (1 Important Reminders: • ® Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. U Certified Mail is not available for any class of international mail. kx O NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. © For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece `Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. n For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". o If a postmark on the Certified Mail receipt is desired, please presenithe arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 SENDER: COMPLETE THIS SECTION E Complete iterrts-1, 2 3. Also complete • item 4 if Restricted De iyery_is desired. E Print your name and address on the reverse so thst we can return the card to you. E Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: APN 236 131 02 (14861 SLOVER) AL C. CORNELIO 8462 BEACH CIRCLE CYPRESS, CA 90630 COMPLETE THIS'SECTION ON DELIVER A ec'ved by (Please Pflearly) ature wI r _ ❑ Agent ❑ Addressee D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Copy from service label) rl000-'0CcCO- GCSLS -63U 42F1G PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATES PoSTAL ___ SERVICE _ ,---cH J �k' c'7 `' PM First -Class Mail ostage & Fees Paid LISPS - Permit No. G-10 — _ 4p ___ • Sender Please print your.name, address, and ZIP+4: in this box • City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects 111 -1111111111t11111111111111111%1{11111t1'111111111111% 111111 w lTt 0025 8311 0 0 0 0 CER! FIE a AIL Aix��l Domestic MaiFO , No. nsurance`Coverage •rovided) Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) , Total. Reqipih St eat, i City, S( APN 236 052 17 ENRIQUE FLORES 14562 SLOVER AVENUE FONTANA, CA 92337 —YJ rorm Jo 1 I, JUIy l`J`J`,t Postmark Here Domestic Return Receipt s$ N LIVELY re> B. Date of Delivery ❑ Agent Addressee ess diff-rent from item 1? 0 Yes elivery address below: 0 No ail 0 Express Mail 0 Return Receipt for Merchandise it 0 C.O.D. very? (Extra Fee). • 0 Yes (-4366 102595-99-M-1789 UNITED STATES PAL SERVICE • Sender: Please prin First -Class Mail ost ge Atis-�aids- Emit No. G-1 a-. - - ....- ddress, and- iP+4infhis�bvx • --- City of Fontana 8353 Sierra Avenue . .' Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects 11111111111111111111111111111111111111111111111111111111111111 a a m LPI ru II No Insurance Coverage -Provided) Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total P APN 236 062 16 Recipier JAVIER RODRIGUEZ Street, A 14738 SLOVER AVENUE FONTANA, CA 92337 Postmark Here Or lsfrrrctiSi Certified Mail Provides: • o A mailing receipt • 0 A unique identifier for your mailpiece o A signature upon delivery o A record of delivery kept by the Postal Service for two years Important Reminders: C' o Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. O Certified Mail is not available for any class of international mail. • e NO INSURANCE COVERAGE IS PROVIDED with Certified Vail. For valuables, please consider Insured or Registered Mail. e For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece `Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". - - e If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the CertifiediMail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595-994 2087 4SENDER: •COMPLETE THIS; SECTION II Complete items 1,,-23. Also complete item 4 if Restricted De every is desired. o Print your name and address on the reverse so that we can return the card to you. III Attach this card to the back of the mailpiece, or chi the front if space permits. 1. Articlq Addressed to: APN 236 062 16 JAVIER RODRIGUEZ 14738 SLOVER AVENUE FONTANA, CA 92337 COMPLETE THIS SECTION ON DELIVERY A. Received by (Please P early) B. Date of Delivery JAN 1 ") 2001 ❑ Agent Addressee elivery address diffe - t from -m 1? • Yes If YES, enter delivery address below: ❑ No 3. Service Type ❑ Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. /\;•ticle Number (Copy from service label) ri O00 ©bcO 00 2 S E32 t 44' 14 PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATES PETAL SERVICE N ck- PM • Sender: Please print /9dr'r e� Lidress, and=Z1Pf .in his b 2 00 \ City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects liIIIIIIIIIIIill:11)II)IIIII)iII)IIIIIIIIII111IiiiI,1111111111 (Domestic Mail Onl z Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) To°Insurance-Coverage Provided) Postmark Here T°tai I APN 236 121 13 (14535 SLOVER) Recipie LESLIE E. TOOMAN Street, •_ P.O. BOX 51682 RIVERSIDE, CA 92517 City, Sts Certified Mail Provides: ▪ A mailing receipt o A unique identifier for your mailpiece e A signature upon delivery • e A record of delivery kept by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. ' • Certified Mail is not available for any class of international mail. e NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. e For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postageto cover the fee. Endorse mailpiece "Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. e For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". e If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. • PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 SENDER: COMPLETE THIS SECTION ■ Complete'items 1, 2, a Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so tliat we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: APN 236 121 13 (14535 SLOVER) LESLIE E. TOOMAN P.O. BOX 51682 RIVERSIDE, CA 92517 COMPLETE THIS SECTION ON DELIVERY C. Signature c B. ate of • liv ❑ Agent ❑ Addressee D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: 0 No 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2. Article Number (Copy from service label) rl000-craco-©o2,5 1- 4191 PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATES. STAL SERVICE p� L� I � ®� first Clan �Qai — s-SPS a Feesid r Permit No: G=10--=--- --- • Sender: Please print our name address, and ZI -1-2 n-t#a' City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects IfI,tF: jtrjii„ Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Tote' • APN 236 062 05 (14798 SLOVER) p R/T LIFT GATE SERVICE LLC street 15419 VALLEY BOULEVARD FONTANA, CA 92335 City,: Postmark Here Certified Mail Provides: e A mailing receipt n A unique identifier for your mailpiece o A signature upon delivery n A record of delivery kept by the Postal Service for two years Important Reminders: O Certified Mail may ONLY be combined with First -Class Mail or Priori Mail. e Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified t(lail. For valuables, please consider Insured or Registered Mail. a For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece `Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". I9 If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an intuiry. PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 • SENDER. CCOMPLETEjTHIS SECTION COMPLETE THIS SECTION ON DELIVERY 'Complete items 1, 2, a Also complete item 4 if Restricted Deliv ry is desired. E Print your name and address on the reverse so that we can return the card to you. U Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: I APN 236 062 05 (14798 SLOVER) R/T LIFT GATE SERVICE LLC 15419 VALLEY BOULEVARD FONTANA, CA 92335 A. Received by (Please Prini - ly) B. Date of Delivery D. Is delivery address different from item 1? If YES, enter delivery address below: ❑ Agent ❑ Addressee ❑ Yes ❑ No 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail 0 Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Copy from service label) ''1crP• cc S E33►< 4413 PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 - UNITED STATES POSTAL SERVICE First -Class Mail Postage & Fees Paid LISPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Postmark Here Total • APN 236 062 03 (NO SITE ADDRESS) Heaps HUIVIBERTO MACIAS greet, 17426 RANDALL AVENUE FONTANA, CA 92335 City, s Certified Mail Provides: m A mailin g receipt o A record of delivery kept by the Postal Service for two years Important Reminders: • e Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. • Certified Mail is not available for any class of international mail. - o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. ti For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece "Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. a For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery'. , H I If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an ingrliry.. PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 SENDER: COMPLETE THIS SECTION ■ Complete items 1, 2, a Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Articlo'Addressed to: APN 236 062 03 (NO SHE ADDRESS) HUMBERTO MACIAS 17426 RANDALL AVENUE FONTANA, CA 92335 COMPLETE THIS SECTION ON DELIVERY A. Received by (Please Prin Y) B. Date of Delivery C. ignature 17 2001 ..7 ❑ Agent l7 � 0 Addressee addrreess different from item 1? 0 Yes der delivery address below: ❑ No . 08.pSsarvic pe ertified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2. Article Number (Copy from service label) PS Form 3811, July1999 riot, -- BOZS-PP--406I Domestic Return Receipt 102595-99-M-1789 UNITED STATESSSTAL SERVICE First -Class Mail Postage & Fees Paid LISPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects 5 UNITED STATE STAL SERVICE 10ill • First -Class Mail Postage & Fees Paid USPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • City of Fontana 8353 Siena Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects ;SENDER COMPLf E E,THIS SECTION b' sr^: .r_ . to Complete itp ps 1, 2, a Also complete ite ��'4 if•Re icted Delivery is desired. t• Pint your name and address on the reverse so that we can return the card to you. III Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: APN 236 062 19 (14750 SLOVER) RICHARD/JOAN BECKTEL 29621 MONARCH DRIVE SAN JUAN CAPISTRANO, CA 92675 'COMPLETE THIS SECTION ON DELIVERY _ a C. Signature Gat • ivery D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type ❑ Certified Mail Cl Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article umber (Copy service label) `ADDD (Copy tD \ L PS Form 3811/July 1999 Domestic Return Receipt 102595-99-M-1789 Agent' -❑ Addressee Certified Mail Provides: m A mailing receipt Is. A unique identifier for your mailpiece e A signature upon delivery e A record of delivery kept by the Postal Service for two years Important Reminders: ▪ Certified Mail may ONLY be combined with First -Class Mail or Priorit; Mail. ® Certified Mail is notavailable for any class of international mail. Is NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. e For an additional fee, a Retum Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece "Retum Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. e For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". o If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certifie,il Mail receipt is not needed, detach and affix label with postage and mail. R IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 . a r m co Postal - D _ AIL RECEIPT (Domestic°Mail On Insurance_Covera • e Provide• Postage Certified Fee Ltl Return Receipt Fee (Endorsement Required) ru Restricted Delivery Fee (Endorsement Required) O 1=1 O O Tota`' ° $ Postmark Here R APN 236 062 19 (14750 SLOVER) RICHARD/JOAN BECKTEL 29621 MONARCH DRIVE cuy, SAN JUAN CAPISTRANO, CA 92675 ru 0 7000 0600 Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Toth APN 236 13123 (14711 SLOVER) ROY L. TYRA ReciP PO BOX 4098 .street WHITTIER, CA 90607 • City, Postmark Here Certified Mail Provides: • ✓ A mailing receipt El unique identifier for your mailpiece e A signature upon delivery o A record of delivery kept by the Postal Service for two years Important Reminders: e l Certified Mail may ONLY be combined with First -Class Mail or Priority% Mail. ▪ Certified Mail is not available for any class of international mail. v NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. • m For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece "Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. 12 For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". o If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified, Mail receipt is not needed, detach and affix label with postage and mail. ' IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 SENDER: COMPLETE THIS SECTION • Completeitems lb 2, :. Al 6`complete ' item 4 if Restricted Delivery is d. • -Print your name -and address on the reverse so that we can return the card to you. • Attach this card to the backof-the ' piece or on the front if spac ermits. 1. Article Addressed to: APN 236 131 23(14711 SLOVER) ROY L. TYRA PO BOX 4098 WHITTIER, CA 90607 .I 2. Article Number (Copy from service label) PS Form 3811, July 1999 COMPLETE THIS SECTION ON DELIVERY D. Is . ivery add If YES, ent- 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail B. D 1 e of Delivery ❑Age�rt 0 Addressee ern 1?Ttrres) w: ❑ No JAN 3.3 2001 press Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes noon-obco- con-83i1- ziog2 Domestic Return Receipt 102595-99-M-1789 UNITED STATES INTAL SERVICE First -Class Mail Postage & Fees Paid USPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects (Domestic Mail On. • Insurance Coverage •rovided tif Postage Certified Fee Postmark Return Receipt Fee Here (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total APN 236 121 01 (14683 SLOVER) BE Rec'aii P.O`BOX 429 street, FONTANA, CA 92334 cifst • Certified Mail Provides: n A mailing receipt • 0 A unique identifier for your mailpiece e A signature upon delivery O A record of delivery kept by the Postal Service for two years Important Reminders: n Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. , e Certified Mail is not available for any class of international mail. n NO INSURANCE COVERAGE IS PROVIDED with Certified Neil. For valuables, please consider Insured or Registered Mail. o For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece `Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. O For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". is If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certiflbd Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595-919-M-2087 SENDER: COMPLETE THIS SECTION o Complete items 1,:2, a Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. o Attach this card to the back of the mailpiece, or on the front if space permits. 1. Artici'e Addressed to: COMPLETE THIS SECTION ON DELIVERY A. Received by (Please Prfn iy) B. Date of Delivery nature ❑ Agent ❑ Addressee . Is de very address different from item 1? 0 Yes S, enter delivery address below: 0 No APN 236 121 01 (14683 S VR) B E l � P.O. BOX 429 FONTANA, CA 92334 Oy)3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Copy from service label) ' 00A-c coo—ErszS-S311-4023 PS Form 3811, July 1999 Domestic Retum Receipt 102595-99-M-1789 UNITED STATESTAL SERVICE First -Class Mail Postage & Fees Paid LISPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • 1 City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects Insurance •CoverageProvrded) Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total APN 236-121 14 (14543 SLOVER) eecipi4 GFR-ALD L. SMITH o street,'( 6 3 BRYANT STREET o CAk1 ESA, CA 92320 cay st Postmark Here WittAMIZeMtela Certified Mail Provides: e A mailing receipt e A unique identifier for your mailpiece • o A signature upon delivery is A record of delivery kept by the Postal Service for two years Important Reminders: e Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. is Certified Mail is not available for any class of international mail. e NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. e For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece `Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. e For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". e If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595-92-M-2087 SENDER: COMPLETE THIS SECTION • Complete items 1, 2, at Also complete item 4 if Restricted Delivery is desired. ■ Pr3nt your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: APN 236 121 14 (14543 SLOVER) GERALD L. SMITH 963 BRYANT STREET CALIMESA, CA 92320 COMPLETE THIS SECTION ON DELIVERY A. Received by (Please Print y) C. Signature X ery a a o Delivery Agent 0 Addressee different from ite 1? 0 Yes ES, en delivery address below: 0 No 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Copy from service label) qc - arm eceS E31,1 4343 PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATES OSTAL SERVI (-7 U V 3 1A I First -Class MaiL - Postage & Fees Paid USPS Permit No. G-10 , • • Sender: Please prin e, address; a d"ZtP*4'In tfiii Thor`--- City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects • 1A. 111111111111f1I I11111111 l*1IIl111111111111111111111111111111 Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Pa APN 236 131 13 Recipient FON CY Street, Ap 14755 SLOVER AVENUE cAir. state FONTANA, CA 92337 Postmark Here Certified Mail Provides: e A mailing receipt ▪ A unique identifier for your mailpiece e A signature upon delivery e A record of delivery kept by the Postal Service for two years Important Reminders: e Certified Mail may ONLY be combined with First -Class Mail or Priorio Mail. e Certified Mail is not available for any class of international mail. ' e NO INSURANCE COVERAGE IS PROVIDED with Certified. Mail. For valuables, please consider Insured or Registered Mail. e For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece "Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. ▪ For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". ▪ If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. • PS Form 3800, February 2000 (Reverse) 102595- 8-M-2087 SENDER: COMPLETE THIS SECTION • Complete items 1, 2, an. Iso complete -- item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: APN 236 131 13 FON CY 14755 SLOVER AVENUE FONTANA, CA 92337 COMPLETE THIS SECTION ON DELIVERY A. Received by (Please Print B Dat5o livery El Agent ❑ Addressee D. Is delive ddress different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Copy from service label) c-002 531(-42161 PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 ,----- , UNITED STATE.OSTAL SEOCE'q',6::7;\ / .;;•-s P ;" .0) c• . • , ...i ,f. , `.-- r 3 .1,%; Z/ First-CFass-Mail- 7&tdge.8c-Fees-Paid -Permit-No_310-; - n • Sender: Pleas p Oint.yourname, address, and-ZIP±4-in-this City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects ru to ru (Domestic ail Only - Postage Certified Fee suranceZoverage Provided) Postmark Return Receipt Fee Here (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total 1 APN 236 131 14 (NO SITE ADDRESS) Seoiple... FON CY treet, f, 14755 SLOVER AVENUE c6ry, sr FONTANA, CA 92337 000 TaziMIIMMIZMIZM Certified Mail Provides: ® A mailing receipt e A unique identifier for your mailpiece • O A signature upon delivery o A record of delivery kept by the Postal Service for two years , Important Reminders: n Certified Mail may ONLY be combined with First -Class Mail or Prioriti Mail. O Certified Mail is not available for any class of international mail. e NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. e For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece 'Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. e l For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". o If a postmark on the Certified Mail receipt is desired, please present t e arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595-9a-M-2087 SENDER: COMPLETE T H/S;SECTION ▪ Complete items 1, 2, an• so complete it;rtin 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can•return the card to you. II Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: • APN 236 131 14 (NO SITE ADDRESS) FON CY 14755 SLOVER AVENUE FONTANA, CA 92337 COMPLETE THIS SECTION ON DELIVERY A. Received by (Please Print at re Dat of Delivery ❑ Agent ❑ Addressee D. Is .elive ad ss different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise_ ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2. Article Number (Copy from service label) rloor- -cs -eau - 4ZSZ PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATE�osTAL SF,RVt � - G >. (r} f✓ M i9 1 C�1 V t.i I s= c;J1 ,, i 3 vsn .vim. / IF First Class f�taif Postage= -&Fees -Paid I Permit -No iO ; • Sender: Please..printLyour name, address, and.ZIP__+4-in this City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects Postal LEI (Domestic Mail On • Postage m .., Certified Fee i Return Receipt Fee (Endorsement Required) ru O Restricted Delivery Fee (Endorsement Required) AL RECEIPT Ihsurance'Coverage Provided -� Tota APN 236 131 16 .ReciP' JUAN H. VICTOR street 14741 SLOVER AVENUE FONTANA, CA 92337 Dy, City, Postmark Here Certified Mail Provides: v A mailing receipt • o A unique identifier for your mailpiece ® A signature upon delivery n A record of delivery kept by the Postal Service for two years Important Reminders: e Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. o Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. ✓ For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece 'Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". o If a postmark on the Certified Mail receipt is desired, please present thearti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. - IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595-99-%1-2087 SENDER:'COMPLETE THIS SECTiON4 o Complete iter0. 1, 2, a Also complete item 4 if Restricted Delivery is desired. o Print your name and address on the reverse so that we can return the card to you. o Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: APN 236 131 16 JUAN H. VICTOR 14741 SLOVER AVENUE FONTANA, CA 92337 COMPLETE THIS SECTION ON DELIVERY` A. Received by (Please Print C. Signature X AV D. d Da� of Del very • elivery address .efferent from item 1? : Yes If YES, enter delivery address below: ❑ No 3. Service Type ❑ Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Copy from service label) n000 - oCcoc) —oo2S — 8311— 424 S PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 Agent Addressee UNITED STATES STAL SEIzVc>= _First-Cla§sMair- Postag &Fees Paid OSPS �== Perm it- NoeG-10- • Sender: Pleaw,p?irii,your'name, address; and -ZIP 4 in-thisbox •__ City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects Postal Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Tota Recip `yreel RECEIPT nsurance-Coverage Provided) Postmark Here APN 236 052 35 BACILIO GONZALEZ 14624 SLOVER AVENUE FONTANA, CA 92337 000 Certified Mail Provides: O A mailing receipt O A unique identifier for your mailpiece • A A signature upon delivery O A record of delivery kept by the Postal Service for two years Important Reminders: O Certified Mail may ONLY be combined with First -Class Mail or Priority Mail.- O Certified Mail is not available for any class of international mail. O NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. O For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece 'Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. O For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". O If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certifild Mail receipt is not needed, detach and affix label with postage and mail. • IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595-1-M-2087 SENDER." COMPLETEpTHISSECTION o Complete items 1, 2, an, • so complete item 4 if Restricted Delivery is desired. O Print your name and address on the reverse so that we can return the card to you. o Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: APN 236 052 35 BACILIO GONZALEZ 14624 SLOVER AVENUE FONTANA, CA 92337 ?:COMPLETE THIS SECTION ON DELIVERY ❑ Agent ❑ Addressee D. Is el Y ery add • efferent from item 1? 0 Yes S, enter delivery address below: 0 No 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2. Artcle Number (Copy from service label) nOpp of o ©o2S esti 44o5 PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATE STAL S Cifk'44); cf,7 „f,irpt-ClasSPM'air Postalcfees-P8id fir • Sender: Please.pnnt2lour- nam e, address, -and ZIP+4-in-this box-!._ City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 • Attn: Don Gdula Engineering/Special Projects • ;;, Postage Certified Fee Postmark Retum Receipt Fee Here (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Tot, APN 237 011 14 Kemp FRANCISCO JARA 15092 SLOVER AVENUE street FONTANA, CA 92337 City, Certified Mail Provides: 0 A mailing receipt • O A unique identifier for your mailpiece ▪ A signature upon delivery O A record of delivery kept by the Postal Service for two years Important Reminders: O Certified Mail may ONLY be combined with First -Class Mail or PriorityyMail. O Certified Mail is not available for any class of international mail. O NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. O For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece `Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. ▪ For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". ▪ If a postmark on the Certified Mail receipt is desired, please present thi arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. - IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 SENDER: COMPLETE THIS SECTION • Complete itemss, 2,' an. Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. • At2ach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: APN 237 011 14 1-RANCISCO JARA 15092 SLOVER AVENUE FQNTANA, CA 92337 COMPLETE THIS SECTION ON DELIVERY A. Received by (Please Print C. S ature B. Da a of De ivery x_.lt.� l D. Is delivery address • i' 're from item 1? 0 Yes If YES, enter deliv 'address below: 0 No ❑ Agent ❑ Addressee 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2. Article Number (Copy from service label) gOCA-acoo-OILS-G? t6-423C3 PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATE OSTAL SER9-4t't.r1 t'`;• d'„ r. M tt`' r L' r 13 AN KY. e `Posi:agelefeesPaid LISPS .Permit • Sender: Pleasq. primyour name, address; and=ZIE±4-in this -box City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects m rl m Lf7 ru 0 —13 0 0 0 0 Postage Certified Fee Retum Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total APN 236 062 23 (14826 SLOVER) 17:9c!P! SHERRY M. MOHAGERI 21951 ERIE LANE Street, ; LAKE FOREST, CA 92630 City, St Postmark Here Certified Mail Provides: • o A mailing receipt o A unique identifier for your mailpiece A signature upon delivery N A record'of delivery kept by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. A Certified Mail is not available for any class of international mail. ▪ NO INSURANCE COVERAGE IS PROVIDED with Certified 'Mail. For valuables, please consider Insured or Registered Mail. 12 For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece "Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. is For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". e If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an interiry. PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 tSENDER:.COMPLETE:THIS 'SECTION ▪ Complete items 1, 2, a- Also complete _item 4 if Restricted Delivery is desired. o Print your name and address on the reverse so that we can return the card to you. o Attach this card to the back of the mailpiece, tr on the front if space permits. - 1. Articld 'Addressed to: APN 236 062 23 (14826 SLOVER) SHERRYM. MOHAGERI 21951 ERIELANE LAKE FOREST, CA 92630 COMPLETE THIS SECTION ON DELIVERY A: Received by (Please Prin rly) B. Date of Delivery -qe/7k,V/�'1C�rA�� D. Is deliKery_ddrss different from item 1? If fES, nter delivereddress below: 3. ServicdNTypP ,.- ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Agent ❑ Addressee ❑ Yes ❑ No ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Copy from service label) noeo-o,-oozs-9 11- 43oro PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATESPSTAL SERVICE First -Class Mail Postage & Fees Paid LISPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • City of Fontana 8353 Siena Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects a m ca ru O O Postal Service Do est:c MaiLOni Postage Certified Fee Insuranc {Coverage Provided Postmark Return Receipt Fee Here (Endorsement Required) Restricted Delivery Fee (Endorsement Required) CI Tota APN 237 011-12 Red')CARLOS GALVEN JR. 14928 SLOVER AVENUE reet FONTANA, CA 92337 o , r- c;rys Certified Mail Provides: ® A mailing receipt N A unique identifier for your mailpiece • e A signature upon delivery o A record of delivery kept by the Postal Service for two years . Important Reminders: • o Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. ® Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. IN For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece `Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. e For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery": IS If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 i, SENDER: COMPLETE THIS SECTION • Complete items'1,R2,-en. Iso complete iterr.,4 if Restricted`Delive is desired. ■ 'Print your name and address on the reverse so that we can return' the card to you. • Attach this card ,to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: APN 237 011-12 CARLOS GALVEN JR. 14928 SLOVER AVENUE FONTANA, CA 92337 r, COMPLETE THIS SECTION ON DELIVERY A. Received by (Please Print C. Sign• ure B. pate of Deliv ❑ Agent Kf-2"4- 0 Addressee D. Is delivery �� dress different from item 1? 0 Yes If YES, enter delivery address below: ❑ No ry 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2. Article Number (Copy from service label) PS Form 3811, July 1999 new,- -.ems-s -4139 Domestic Retum Receipt 102595-99-M-1789 UNITED STATE•OSTAL SE ,LG "`t: 6-Ns, M in 4r IrSt-C1asadNlaW 'Po"s^tdge-&Fees-Paid Permit-NQ GHQ • Sender: Please printyqur-name, address; and =ZIP+4_in this -box'__, City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects Postal uf 0 a a m W ru l7 I2 (Dornestrc Maii Onfy Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) IL. RECEIPT =Insurance Covers erovided) o Total APN 237 061 06 Recipii JOE CASTANON { 15059 SLOVER AVEUNE o Street, FONTANA, CA 92337 . city, si 11.0.0 aaEri: r a 'r rsr�iL Postmark Here Certified Mail Provides: ▪ A mailing receipt e A unique identifier for your mailpiece II A signature upon delivery a A record of delivery kept by the Postal Service for two years Important Reminders: a Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. e Certified Mail is not available for any class of international mail. e NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. e For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece "Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. e For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". - e If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. • PS Form 3800, February 2000 (Reverse) 102595-991fv1-2087 I SEND $: COMPLETE THIS SECTION • Complete items 1, 2, a Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or do the front if space permits. 1. Article Addressed to: APN 237 061.06 JOE CASTANON 15059 SLOVER AVEUNE FONTANA, CA 92337 COMPLETE THIS SECTION ON DELIVERY A. Received by (Please Prin C. Signature D. Is delivery address different from item 1? If YES, enter delivery address below: Date of Delivery 0 Agent" ddressee Yes ❑ No 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Copy from service label) ht©o'L5-6«-4054 PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789- UNITED STATES OSTAL/rS fiWCEJ. E J 13 Firs s-Mait o -"ige&Fees Paid :JSPs • Sender: Please prinlyou-r name, address;-and-2IP_.#4- in this -box City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects a w C7 0 CI C7 f` amto (Domestic Mail Only; o Insurance -Coverage P ovided) Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total P. Refipien Street, Ai City Stat APN 237 061.02 FON CY 14955 SLOVER AVENUE FONTANA, CA 92337 Postmark Here Fv.. t • uA.ts441.MV' 000 See Reversefor.lnstruction Certified Mail Provides: • o A mailing receipt o. A unique identifier for your mailpiece o A signature upon delivery a A record of delivery kept by the Postal Service for two years Important Reminders: a Certified Mail may ONLY be combined with First -Class Mail or Priority, Mail. Certified Mail is not available for any class of international mail. a NO INSURANCE COVERAGE IS PROVIDED with Certified Wail. For valuables, please consider Insured or Registered Mail. a • For an additional fee, a Retum Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the • fee. Endorse mailpiece "Return Receipt Requested". To receive a fee waiver for • a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. - 17 For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595- 9-M-2087 SENDER: COMPLETE THIS SECTION ■ Complete items 1i 2, an so complete item 4 if Restricted Delivery is desired. I Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Articlo Addressed to: APN 237 061 02 FON CY 14955 SLOVER AVENUE FONTANA, CA 92337 COMPLETE THIS SECTION ON DELIVERY A. Received by (Please Print C. Signature X B. Date of Delivery D. Is delivery address different from item 1? If YES, enter delivery address below_ ❑ Agent ❑ Addressee ❑ Yes ❑ No P zCJt 6\1 1*t 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Copy from service label) rio x _ OTC-BOO-Exo25- E3311- 41cao PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATES2OSTAL SERVICE First -Class Mail Postage & Fees Paid USPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects 0 a a a m u1 ru C7 -Insurance CoverageProvided) Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) rotas I APN 237 011 08 (15060 SLOVER) DONALD R. MANARD ReclPIe 12714 CYPRESS AVENUE 0 ,street, , CHINO, CA 91710 t�- City, St, i•� Postmark Here eb.OQ or::Ostlructio Certified Mail Provides: o A mailing receipt o A unique identifier for your mailpiece o A signature upon delivery O A record of delivery kept by the Postal Service for two years Important Reminders: ® Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. II Certified Mail is not available for any class of international mail. U NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. m For an additional fee, a Return Receipt may be requested to provide proof' of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece 'Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". a If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified -,Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 CERTIFIED -lL DomesticMai -On! Postage Certified Fee Postmark Return Receipt Fee Here (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total APN 236 052 31 (NO SITE ADDRESS) Recip1 WENDY BARRIOS street, 15410 BOYLE AVENUE • FONTANA, CA 92337 City, Si Certified Mail Provides: e A mailing receipt n A unique identifier for your mailpiece ® A signature upon delivery n A record of delivery kept by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. m Certified Mail is not available for any class of international mail. 1 El NO INSURANCE COVERAGE IS PROVIDED with Certified M'il. For valuables, please consider Insured or Registered Mail. o For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece 'Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. Is For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". o If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. if a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inq>3iry; PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 SENDER: COMPLETE THIS SECTION ■ Complete items 1., 2, c. Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so ,that we can return the card to you. • Attach this card to the back of the mailpiece, on the front if space permits. 1. Artiple Addressed to: APN 236 052 31 (NO SITE ADDRESS) WENDY BARRIOS 15410 BOYLE AVENUE FONTANA, CA 92337 COMPLETE THIS SECTION ON DELIVERY A. Received by (Please Pri arty) B. Date of Delivery C. Signature X ❑ Agent ❑ Addressee D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: 0 No 1. arta E. Rscrtico gM-1 iVet-etb (9„,G, 3. Service Type ❑ Certified Mail 0 Express Mail ❑ Registered 0 Return Receipt for Merchandise ❑ Insured Mail _ 0 C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2. Article Number (Copy from service label) Q oco tom - 0c5Z,S - 63tit -4221 PS Form 3811, July 1999 Domestic Return Receipt - 102595-99-M-1789 UNITED STATES "STAL SERVICE First -Class Mail Postage & Fees Paid USPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects SENDER: -COMPLETE THIS SECTION r . • Complete items 1, 2, a Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. -- ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: APN 237 011 08 (15060 SLOVER) DONALD R. MANARD 12714 CYPRESS. AVENUE CHINO, CA 91710 COMPLETE THIS SECTION ON DELIVERY A. Received by (Please Prin y) C.-Signature If YES B. Date of Delivery ❑ Agent = ❑ Addressee I e vet a•�ess •'erent from item 1? ❑ Yes ter delivery address below: ❑ No 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Copy from service label) PS Form 3811, July 1999 flc »c-0:25•Ott-4toB Domestic Return Receipt 102595-99-M-1789 UNITED STATES CSTAL SERVICE I I I I I I First -Class Mail Postage-8rFees-Ps-U. . LISPS Permit No. G-10My'' • Sender: Please print your name, address, and ZIP+4 in this box • City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total I APN 236 052 30 (14540 SLOVER) Recipie RONALD J. TROTTER Street, 1740 CANYON HEIGHTS ROAD FALLBROOK, CA 92028 City, Stg Certified Mail Provides: ▪ A mailing receipt O A unique identifier for your mailpiece Is A signature upon delivery o A record of delivery kept by the Postal Service for two years - Important Reminders: n Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. o Certified Mail is not available for any class of international mail. e NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. n For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece 'Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. - A For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". o If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 0600 0025 O CERTIFIED IL (Domestic Mail On No nsurance Coverage. Provided) Postage Certified Fee Postmark Return Receipt Fee Here (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total l APN 237 061 18 (15013 SLOVER) PIONEER PROPERTIES R4cipie 13860 SANTA ANA AVENUE Street, : FONTANA, CA 92337 I Certified Mail Provides: ▪ A mailing receipt 0 A unique identifier for your mailpiece O A signature upon delivery 0 A record of delivery kept by the Postal Service for two years Important Reminders: • ' O Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. O Certified Mail is not available for any class of international mail. i O NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. 0 For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece "Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. O For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". O If a postmark on the Certified Mail receipt is desired, please present'[he arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total APN 237011 15 Recipi§ FRANCISCO JARA 15082 SLOVER AVENUE street,; FONTANA, CA 92337 Cicry, St , Postmark Here Certified Mail Provides: ▪ A mailing receipt o A unique identifier for your mailpiece n A signature upon delivery O A record of delivery kept by the Postal Service for two years Important Reminders: 0 Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. A Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. o For an additional fee, a Retum Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece 'Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. O For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". ® If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry: PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 • SENDER: COMPLETE THIS SECTION • Complete items 1, 2, an Iso complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or an the front if space permits. 1. Article Addressed to:_, APN 237 011 15 FRANCISCO JARA 15082 SLOVER AVENUE FONTANA, CA 92337 COMPLETE THIS SECTION ON DELIVERY e of Delivery /:'�'C� �� ■ Agent El Addressee D. Is very addr ifft - e' from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Articfe Number (Copy from service label) r1oo©-ee:co_co2S_ eal l -4oiCo PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATES POSTAL SERV440140. " •,•; [ -Pastap-&FeesBaid .Permit -No G-10 VI 13 !_t” • Sender Please priiit-yo?k,rna(ne, address,-and-ZIP+.4in_this-box-t_ City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects SENDER: COMPLETE THIS SECTION • Complete items 1, 2, . Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. 'Article Addressed to: APN 237 061 18 (15013 SLOVER) PIONEER PROPERTIES 13860 SANTA ANA AVENUE FONTANA, CA 92337 COMPLETE THIS SECTION ON DELIVERY_. A. Received by (Please Pn B. Date of Delivery C. Signature X ❑ Agent ❑ Addressee D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: 0 No rim 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Copy from service label) fl -- o-c s-eau -4o'o PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATESTAL SERVICE IMH • First -Class Mail Postage & Fees Paid USPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects m r ra m co u'7 ru GI 0 0 0 t: CER IFIED L (Domestic Mail -Dory; No Assurance Coverage 'rovided Postage Certified Fee Postmark Return Receipt Fee Here (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Tota APN 236 052 11 HENRY E. BOULTON 14642 SLOVER AVENUE FONTANA, CA 92337 Certified Mail Provides: ▪ A mailing receipt o A unique identifier for your mailpiece 9 A signature upon delivery • 0 A record of delivery kept by the Postal Service for two years Important Reminders: • o Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. ® Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. e For an additional fee, a Retum Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece "Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. e For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". e If a postmark on the Certified Mail receipt is desired, please present tie arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595-9M-2087 ,tSENDER COMPLETErTH!S SECTION o Complete itefl :l 2, . Also complete item--4 if Restricted De every is desired. o Print your name and address on the reverse so that we can return the card to you. cl Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: APN 236 052 11 HENRY E. BOULTON 14642 SLOVER AVENUE FO N= ANA, CA 92337 COMPLETE THIS SECTION ON DELIVERY A. Received by (Please Pr, arly) B 1 - e of Cjelivery z ❑ Agent Addressee . Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: ❑ No 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail 0 Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2. At G le Number (Copy from service label) cxx =Mon - Co2S -g31,1•4 ,44 PS Form 3811, July 1999 • Domestic Return Receipt 102595-99-M-1789 UNITED STATES P'TAL SERVI • Sender: Please print City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects ee, address,-arT LIF'- -ire-thi-S-56)7 1 i ! i till i ii :It i!tt n" ru (Domestic Mail On. do Insurance Coverage Provided) Postage Certified Fee Postmark Return Receipt Fee Here (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total I APN 236 052 46 (14674 SLOVER) Recipe JOSE FLORES street,) 9393 TAMARIND AVENUE crry sra FONTANA, CA 92335 1 Certified Mail Provides: n A mailing receipt ® A unique identifier for your mailpiece ® A signature upon delivery • e A record of delivery kept by the Postal Service for two years 1� Important Reminders: I m Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. e Certified Mail is not available for any class of international mail. t - O NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. e For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece 'Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". e If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. . IMPORTANT: Save this receipt and present it when making an inquiry.: PS Form 3800, February 2000 (Reverse) 102595-99 M-2087 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1, 2, . :. Also complete item 4 if Restricted De • -ry is desired. • Print your name and address on the reverse so that we can return the card to you. • Attdch this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: APN 236 052 46 (14674 SLOVER) JOSE FLORES 9393 TAMARIND AVENUE FONTANA, CA 92335 C. Ignature B. Date 01of Delivery 6 X ElAgent A , 0 Addressee D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ElNo 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2. Article Number (Copy from service label) 9000 oroo© ©o2S S2 (I 442q PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATES POSTAL SERVICE • First -Class Mail Postage & Fees Paid LISPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects m rs- u1 r7J CERTIFIED" �`IL Domestic Mairon, , e_ nsurance Coverage 'rovided Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total APN 236 131 19 (14801 SLOVER) Recipe FUTURE SEVEN fl Street, 2016 COOLCREST AVENUE o UPLAND, CA 91784 r` ary, Si Postmark Here 8OJ Certified Mail Provides: • A mailing receipt • A unique identifier for your mailpiece, e A signature upon delivery e A record of delivery kept by the Postal Service for two years Important Reminders: e Certified Mail may ONLY be combined with First -Class Mail or PrioritytMail. a Certified Mail is not available for any class of international mail. a NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. e For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece 'Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. e For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". - e If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595-99-IA2087 SENDER: COMPLETE THIS SECTION ■ Complete items -1,2, . :. Also complete item 4 if -Restricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: APN 236 131 19 (14801 SLOVER) FUTURE SEVEN 2016 COOLCREST AVENUE UPLAND, CA 91784 COMPLETE THIS SECTION ON DELIVERY A. Received by (Please Pri arty) B. Date of Delivery C—Signature X 0 Agent 0 Addressee D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: ❑ No Q O RGC LL)E0 Fib 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. 'article Number (Copy from service label) ICn"-EDZS"t t " 40r 6 PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATES PP TAL SERVICE First -Class Mail Postage & Fees Paid LISPS Permit No. G-10 ' • Sender: Please print your name, address, and ZIP+4 in this box • City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects a a rn Lii ru O ?GOO 0600 Postal Service (Domestrc-MairOn ,- o=lnsurance.Coverage= ovided Postage 1V Certified Fee Postmark Return Receipt Fee Here (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total i APN 237 061 07 (15514 SLOVER) LAWRENCE E. SHEPHERD JR. Recipie 10150 BEECH AVENUE Street, FONTANA, CA 92335 City, St. S_etRevers - or . ions Certified Mail Provides: a A mailing receipt a A unique identifier for your mailpiece a A signature upon delivery a A record of delivery kept by the Postal Service for two years Important Reminders: a Certified Mail may ONLY be combined with First -Class Mail or Priory Mail. a Certified Mail is not available for any class of international mail. - a NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. a For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece `Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. a For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". a If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an ikquiry. PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 S SENDER: COMPLETE THIS SECTION • Complete items 1, 2, :. Also complete item 4 if Restricted Delivery is desired. iiiii Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or oi'r the front if space permits. 1. Article Addressed to: APN 237 061 07 (15514 SLOVER) LAWRENCE E. SHEPHERD JR. - 10150 BEECH AVENUE FONTANA, CA 92335 COMPLETE THIS SECTION ON DELIVERY A. Recejvg$ by (Pleas Pn arl to of Deliver Signature g t s delivery address efferent from ite If YES, enter delivery address bet ❑ No 2 ❑ Yes 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2 Article Number (Copy from service label) ODD —C)-CC2S—N33I(-4041 PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATES #TAL SESIVICE-`• — Firif:Class=Mair !,`4 st ge-&-,Fees Paid v. _ -2, Jr-7-' • Sender: Pleaselprint your name, address, and ZIP+4 in -this -box •_ City of Fontana _ 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects En a m Lti O 0 O 1=1 N Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total F ,4ecipiei `Street, City, Sta Postmark Here • APN 0236 052 07 WALTER E. SLOVER 14604 SLOVER AVENUE FONTANA, CA 92337 800_ Certified Mail Provides: 0 A mailing receipt O A unique identifier for your mailpiece O A signature upon delivery o A record of delivery kept by the Postal Service for two years Important Reminders: Is Certified Mail may ONLY be combined with First -Class Mail or Priority;Mail. 0 Certified Mail is not available for any class of international mail. O NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. e l For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece "Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. O For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". O If a postmark on the Certified Mail receipt is desired, please present tl),e arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595-99V-2087 SENDER:`COMPLETErHIS SECTIONa ▪ Complete items 1, 2, . . Also complete item 4 if Restricted Delivery is desired. _ © P nt your name and address on the reverse so that we can return the card to you. o Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: APN 0236 052 07 WALTER E. SLOVER 14604 SLOVER AVENUE FONTANA, CA 92337 COMPLETE THIS SECTION ON DELIVERY - C. Signature ❑ Agent ❑ Addressee D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: 0 No 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2. Article Number (Copy from service label) ors— CBCZS-- 0-NA -43' 1 PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATES TAL $ kb(iCE I • 6;3N, !L P M '''. ie:' ;F; j Z .F, > 13 J,.,. i First CIaSs-Mail" Postage'& FeesPaid 11SPS'-®�— `Perrtrit-No�G-�D- • Sender Please, pnm,your name, address, and -ZIP--E4-in this box!. City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects Postal (DomesticMai 0, Nr m RECEIPT o Insurance Coverage Provided Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total 'Recepi SB COU Street, 14634 SLOVER AVENUE .� s FONTANA, CA 92337 Postmark Here APN 236 052 34 Certified Mail Provides: • o A mailing receipt • A unique identifierfor your mailpiece o A signature upon delivery n A record of delivery kept by the Postal Service for two years - Important Reminders: o Certified Mail may ONLY be combined with First -Class Mail or Pricky Mail. o Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. o For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece "Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. e For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". O If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry.. PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 SENDER:,COMPLETE THIS SECTION Ili Complete items 1, 2, 3. Also complete itena4 if Restricted De every is desired. to Prr,ktorac name and address on the reverse so that we can return the card to you. m Attach this card to the back of the mailpiece, or of the front if space permits. 1. Article Addressed to: APN 236 052 34 SB COU 14634 SLOVER AVENUE FONTANA, CA 92337 k CPE14,THIS SECTION ON DELIVERY A. Received by (Please P Date of De'very C. Signature 1, Ise O J ❑ Agent XG� ❑ Addressee D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type ❑ Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Copy from service label) ►'1 ppp o€op oo2S ON 1 43E32 PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATES PTAL SERVO • t;;\ •t ler M eG (11 t3 `Postag '&•Fees°Paid T �- —I-Perrnit No. Gi14- • Sender: Pleasq,print your name, address; -and ZIP+4,in this box' -- City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects m u7 O Postal CERTIFIED AIL (Domestic-Mail=On.. Vo`Insurance Coverage.Provided) Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) C7 To' -� 'hec --APN 236 062 11 (14726 SLOVER) 0 DARYL E. EVANS o sfr659660 HARMA PLACE rs- ANZA, CA 92539 Postmark Here Certified Mail Provides: e A mailing receipt ▪ A unique identifier for your mailpiece ▪ A signature upon delivery ▪ A record of delivery kept by the Postal Service for two years Important Reminders: • o Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. ▪ Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mai'. For valuables, please consider Insured or Registered Mail. e For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Retum Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece "Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. n For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". o If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. • PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 i T+. SEN DER: iCOMPLETE TH/S'SECTION O Complete items 1, 2, . :. Also complete item 4 if Restricted Delivery is desired. O Print your name and address on the reverse so that we can return the card to you. A Attach this card to the back of the mailpiece, or on the front if space permits. 1. Anicle Addressed to: APN 236 062 11 (14726 SLOVER) DARYL E. EVANS 59660 HARMA PLACE ANZA, CA 92539 — kCOMPLE°TE THIS SECTION ON DELIVERY A. Rec- ived by (Please Pri arly) ❑ Agent 0 Addressee Is del' e -'dress different from item 1? 0 Yes If YES, enter delivery address below: ❑ No 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2. Article Number (Copy. from service label) ').0eiO Croce a©25 8S1I 44-Cf1 PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATES PTAL SERVICE First -Class Mail Postage & Fees Paid uSPS Permit No. G-10 - • Sender: Please print your name, address, and ZIP+4 in this box • City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula ! Engineering/Special Projects • 111I1111111111111111111111111111I11t1111111tt1t11t111111111111 a ri m co u7 ru 0 O 0 o nsurance_Coverage-Provided Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Tots Aecip Street i -bay, APN 236 052 43 (10479 CHERRY) HAVADJIA HOLDINGS INC. 12240 FIGEON PAS 343S t4THST., tt. LOZ Postmark Here Certified Mail Provides: is A mailing receipt e A unique identifier for your mailpiece o A signature upon delivery m A record of delivery kept by the Postal Service for two years Important Reminders: • ▪ Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. n Certified Mail is not available for any class of international mail. El NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. A For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece "Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. A For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". O If a postmark on the Certified Mail receipt is desired, please present the arti cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an ingttiry. PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 • ENDER:_ COMPLY ETE TH% SECTION am* Complete items 1, 2, . Also complete item 4 if Restricted D ry is desired. E Print your name and address on the reverse so that we can return the card to you. E Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: APN-236 052 43 (10479 CHERRY) HAVADJIA HOLDINGS INC. }224tr PIGEON PADS xuAI ) MeitElltr LEY, CA 7 l4T sr. t-loz RIVE. CA cl2Sol-30L1 COMPLETE THIS SECTION ON DELIVERY A. Received by (Please Pr arty) B. Date of Delivery C. Signature X ❑ Agent ❑ Addressee D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No R-o-E- 9Necoorsb Dy-NG. 3. Service Type ❑ Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2.. Article Number (Copy from service label) 'r100O 0000, oo2S B311 441Z Domestic Return Receipt 102595-99-M-1789 PS Form 3811, July 1999 UNITED STATES POSTAL SERVICE First -Class Mail Postage & Fees Paid LISPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects m a m 0600 0025 0 N IL (DomesticMail Onty,r,Jo Insurance Coverage- •rovided Postage Certified Fee Postmark Retum Receipt Fee Here (Endorsement Required) Restricted Delivery Fee (Endorsement Required) ti Total APN 236 052 06 (14580 SLOVER) Ftecipi. JANICE H. STRUGAR Street, PO BOX 2039 MOTEBELLO, CA 90640 City, Si P4IY. ioi rc. . 00 Certified Mail Provides: ▪ A mailing receipt e A unique identifier for your mailpiece o A signature upon delivery ■ A record of delivery kept by the Postal Service for two years Important Reminders: e Certified Mail may ONLY be combined with First -Class Mail or Priority Mail." ■ Certified Mail is not available for any class of international mail. e NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. o For an additional fee, a Retum Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece `Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". e If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail.' IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 • SENDER: COMPLETE THIS SECTION • Complete items 1, 2, : Also complete item 4 if -Restricted Del ery is desired. ■ Print your name and address on the reverse '; so that we can return the card to you. II Attach this card to the back of the maiipiece, or on the front if space permits. 1. Article Addressed to: APN 236 052 06 (14580 SLOVER) JANICE H. STRUGAR PO BOX 2039 1 MO 1'EBELLO, CA 90640 COMPLETE THIS SECTION ON DELIVERY to o very C. Signature X lg-Agent argior(,ghr ❑ Addressee D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Copy from service label rloorci Crose, OOZS eat I 4.3cri PS Form 3811, July'1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATES iiTAL SERVIC • Sender::Please priaddress, any 71P+ City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects Icy 1{111111111t1fl111111111 11111111111t111S11111111l11111111111l (Domestic Mail On! Postage Certified Fee IL No Insurance Coverage Provided) Postmark Return Receipt Fee Here (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Tota APN 236 052 12 (14668 SLOVER) rrecip1 PHIL W. RUSSELL syeet, . 2137 N. SHAFFER STREET . ry s ORANGE, CA 92865 Certified Mail Provides: ▪ A mailing receipt • A unique identifier for your mailpiece A signature upon delivery o A record of delivery kept by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. A Certified Mail is not available for any class of international main II NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. A For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece 'Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. is For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". e If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry:. PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 SENDER: COMPLETE THIS SECTION m Complete 'Reins 1, 2; Also complete item 4 if Restricted Delivery is desired. o Print your name and address on the reverse so that we can return the card to you. I9 Attach this card to the back of the mailpiece, or on the,front if space permits. COMPLETE THIS SECTION ON DELIVERY A. Received by (Please Pri dy) B. Date of Delivery Si. nature ❑ Agent ❑ Addressee 1. Article Addressed to: APN36 052 12 (14668 SLOVER PH L; .1 RUSSELL 2137NSHAFFER STREET ORANGE, CA 92865 Sd D. Is delivery address different from item 1: ❑ Yes If YES, enter delivery address below: ❑ No Service Type ❑ Certified Mail ❑ Express Mail -.? ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) 2. Article Number (Copy from service labeij" ' � VIN n000 -- C3600'ec - e t t - 4351 ❑ Yes ►w \�O PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATES •TAL SERVIC7,_ c c-) Fitj Q D Z n, • Sender: Please printouvifisqe, address, apd lP+Zin this box City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects 1 CI- IIIIIItII111IIJItII111111111111111III1hII11111111111111111111t r- r— a rn cJ tt7 ru O : O Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) 2 Total APN 237 061 01 (14929 SLOVER) �n KOCH MATERIALS COMPANY Re"ipe PO BOX 2256 i=r street,} "WICHITA, KS 67201 n r- Citj; st Postmark Here 's omt f 800 ee ' ever - o - structio s Certified Mail Provides: • A mailing receipt ® A unique identifier for your mailpiece 0 A signature upon delivery • A record of delivery kept by the Postal Service for two years Important Reminders: `I e Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. O Certified Mail is not available for any class of international mail. e NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. e For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece "Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. n For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". ® If a postmark on the Certified Mail receipt is desired, please present.the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595-99-M-208/ • • Complete item, a Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. INAttach this card to the back of the mailpiece, or on the front -it —Space permits. 1. Article Addressed to: APN 237 061 O17(14929 SLOVER) KOCH MATERIALS COMPANY PO BOX 2256 WICHITA, KS 67201 ti • COMPLETE THIS SECTION ON DELIVERY A. Received b lease Print C. Signature A*. - •• -'�i fro 'tern 1? CIYes y) B. Date of Delivery 1-/bfr"o1 ❑ Agent ❑ Addressee S, enter delivery address below: ❑ No 3. Service Type Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Copy from service label) nooD-c -eoz.s-e -41n') PS Form 3811, July 1999, Domestic Return Receipt 102595-99-M-1789 - UNITED STATESEVTAL SERVICE • First -Class Mail Postage & Fees Paid USPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects (Domestic Mail Only, o, Insurance .Coverage Provide Postage Certified Fee Postmark Return Receipt Fee Here (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Tfta' Recip APN 236 062 02 (10480 SLOVER) YONG WON CHOI Street 1380 BASEL PLACE city s RIVERSIDE, CA 92506 Certified Mail Provides: e A mailing receipt A A unique identifier for your mailpiece ® A signature upon delivery • n A record of delivery kept by the Postal Service for two years Important Reminders: • o Certified Mail may ONLY be combined with First -Class Mail or Priority'Mail. A Certified Mail is not available for any class of international mail. e NO INSURANCE COVERAGE IS PROVIDED with Certified M #il. For valuables, please consider Insured or Registered Mail. n For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece 'Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. a For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpieca with the endorsement "Restricted Delivery". al If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Cettified Mail receipt is not needed, detach and affix label with postage and mair., IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 SENDER: COMPLETE THIS SECTION; o Complete items 1, 2, a . Also complete item 4 if Restricted Delivery is desired. o Print your name and address on the reverse so -that we can return the card to you. o Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: APN 236 062 02 (10480 SLOVER) YONG WON CHOI 1380 BASEL PLACE RIVERSIDE, CA 92506 COMPLETE THIS SECTION pN DELIVERY A. Received byr(Please Print C. Signature . _ _ dy) B. Date of Delivery ❑ Agent ❑ Addressee D. Is delivery address differen ? 0 Yes If YES, enter delivery d�s No •, yA 3. Service Type ❑ Certified Mail ❑ pQssq ❑ Registered ❑ Insured Mail 0 C.O.D. 0 Return Receipt for Merchandise 4. Restricted Delivery? (Extra Fee) O Yes 2. Article Number (Copy from service label) Rio -- Oboo if:02S 631 I ' 443(o PS Form 3811. July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATESSTAL SERVICE W PM N .. Is - • Sender: Please print urLrram=, address, City of Fontana. • 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects lit ll1�lil11111111111111Ifilllit(l1li�►ill'rllil-il lll)llliii' (Domestic Mail Only r o Insurance&Coverage Provided) �l Postage Certified Fee Postmark Return Receipt Fee Here (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Pi APN 237 011 09 STEPHANIE A. DINEEN Nxipien;�15030 SLOVER AVENUE greet, ,t FONTANA, CA 92337 day, Stat Certified Mail Provides: ▪ A mailing receipt 0 A unique identifier for your mailpiece 0 A signature upon delivery O A record of delivery kept by the Postal Service for two years Important Reminders: ▪ Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. m Certified Mail is not available for any class of international mail. 0 NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. O For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece 'Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. ▪ For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". o If a postmark on the Certified Mail receipt is desired, please present tie arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry: PS Form 3800, February 2000 (Reverse) • 102595-99-M-2087 SENDER: COMPLETE THIS SECTION ■ Complete items 1 2, a . Also complete item 4 if Restricted Delivery is desired_ ■ Print yqur,name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the maiipiece, or on the front if space permits. 1. Article Addressed to: APN 237 011 09 STEPHANIE A. DINEEN 15030 SLOVER AVENUE FONTANA, CA 92337 COMPLETE THIS SECTION ON DELIVERY • A. Received by (Please Prin rly) to of Delivery C. Signatures y X !/ ❑Agent ❑ Addressee D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No B. D 3. Service Type ❑ Certified Mail ❑ Registered CIInsured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Copy from service label) �OrcA-- q10-cots- ea! ri -et i S PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATESSSTAL SERVICE First -Class Mail Postage & Fees Paid LISPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects CI co 0600 0025 0 0 Postage Certified Fee Postmark Retum Receipt Fee Here (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total APN 236 062 07 (NO SITE ADDRESS) Recip4 H S & A ASSOCIATES sr„er, 14770 SLOVER AVENUE FONTANA, CA 92337 City S Certified Mail Provides: O A mailing receipt ® A unique identifier for your mailpiece e A signature upon delivery o A record of delivery kept by the Postal Service for two years Important Reminders: e Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. O Certified Mail is not available for any class of international mail. O NO INSURANCE COVERAGE IS PROVIDED with Certified'Mail. For valuables, please consider Insured or Registered Mail. o For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece `Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement `Restricted Delivery a If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. I IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 1 • Complete items 1, 2, . Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. ---• Attach this card to the back of the mailpiece, or on the front if space permits. 1. ArticldAddressed to: APN 236 062 07 (NO Sl1E ADDRESS). H S & A ASSOCIATES 14770 SLOVER AVENUE FONTANA, CA 92337 COMPLETE THIS SECTION ON DELIVERY A. Received by (Please Prin rly) C. Signature X �iti CI Agent ❑ Addressee D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: 0 No B. Date of Delivery 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Copy from service label nocl° Oro c2S estt 44So PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATES P STAL SERVICE • Sender: Please printX d�.• .ems- s ' " "" address, grad ZIP*4-in this box -'— City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects 11,111111th111111111111111111,1111„l1111111111,11«1L111111 Postal XIL Domestic Mail Only "orInsurance•Coverage Provided) Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Postmark Here Tots APN 236 121 15 (14601 SLOVER) azip THE WARN FAMILY LLC 2480 WHIPPLE ROAD Set HAYWARD, CA 94544 --c1ry,_: F014 800 Certified Mail Provides: A mailing receipt a A unique identifier for your mailpiece II A signature upon delivery El A record of delivery kept by the Postal Service for two years I Important Reminders: a Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. a Certified Mail is not available for any class of international mail. ii a NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. a For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece "Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. III For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". a If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an iruiry: PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 • ,SENDER: COMPLETEoTHIS'SECTION, o Completcitems 1,2, . Also complete item 4 if Restricted Delivery is desired. III Print your narne,and address on the reverse so that we can return the card to you. III Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: APN 236 121 15 (14601 SLOVER) THE WARN FAMILY LLC 2480 WHIPPLE ROAD HAYWARD, CA 94544 '`COMPLETE THIS SECTION ON DELIVERY; A. Received by (Please Prin- rly) C. Signature X If ery ad ES, enter .'e'very address below: ❑ No B. pate of,Delivery ❑ Addressee nt from item 1? ❑ Yes 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Copy from service label) %CO —e CO 007.S' e31 % -4SZ° PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATES P STAL SERVICE I HI I • First -Class Mail Postage & Fees Paid LISPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects 1 Postal CER IFIED IL (Domestic• Mail'Oniy- o Insurance' Coverage Provided Postage Certified Fee $ Postmark Return Receipt Fee Here (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Tota APN 237 011 20 GEUN MU/SEUNG HEE KIM Recip 14988 SLOVER AVENUE Street FONTANA, CA 92337 City, Certified Mail Provides: ▪ A mailing receipt A A unique identifier for your mailpiece e A signature upon delivery • e A record of delivery kept by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. A Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. e For an additional fee, a Retum Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Retum Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece "Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. e For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". e If a postmark on the Certified Mail receipt is desired, please present the artk cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 SENDER: COMPLETE THIS SECTION • Complete items 1, 2, . .. Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: APN 237 011 20 GEUN MU/SEUNG HEE KIM 14988 SLOVER AVENUE FONTANA, CA 92337 COMPLETE THIS SECTION ON DELIVERY A. Received by (Please Pri ally) B. Date of Delivery C. Signature X ❑ Agent ❑ Addressee D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: ❑ No R.O. , Q(-( 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) O Yes 2. Article Number (Copy from service labeq q0o0--oo2S--0311-4d 0Q- PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATES liTAL SERVICE First -Class Mail Postage & Fees Paid USPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects ru ti Lrl IL 7000 0600 Postage i.i Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total APN 237 011 11 Recipif GEUN MU/SEUNGHEE KIM 14964 SLOVER AVENUE street, FONTANA, CA 92337 City.,: St Postmark Here 80 Certified Mail Provides: • A mailing receipt A unique identifier for your mailpiece a A signature upon delivery - a A record of delivery kept by the Postal Service for two years Important Reminders: a Certified Mail may ONLY be combined with First -Class Mail or Pri'rity Mail. El Certified Mail is not available for any class of international mail. a NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. 4 a For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece "Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. a For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". El If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 10259529-M-2087 SENDER: COMPLETE THIS SECTION • Complete items 1 „2,.a Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. • Attach; this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: APN 237 011 11 GEUN MU/SEUNGHEE KIM 14964 SLOVER AVENUE FONTANA, CA 92337 COMPLETE THIS SECTION ON DELIVERY A. Received by (Please Prin C. Signature X . ��y�, B. Date of Delivery —O� ❑ Agent ❑ Addressee D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: 0 No 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2. Articlir Number (Copy from service label) nem -c- 5 - 41 zz PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATES F.iTAL SEAtE"'°• 13 JATI 4;7); Firs 'Poggge-EeFees,‘Paid Permit-NaSzjj1— ro. • • Sender: Please pHnt.9ourname, address7and-ZIE't4-in.this.box.L, City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects Postal entice lO a- ru a rn 1.0 ru O O t= t= CERTIFIED `IL (Domestic Mail Onl , No=lnsurance Coverage- rovided) Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Postmark Here Tot APN 236 131 01 P,ecip. MADALINE MAGANA 14855 SLOVER AVENUE street. FONTANA, CA 92337 -* Certified Mail Provides: • A mailing receipt ' e A unique identifier for your mailpiece e A signature upon delivery e A record of delivery kept by the Postal Service for two years Important Reminders: e Certified Mail may ONLY be combined with First -Class Mail or Priority, Mail. e Certified Mail is not available for any class of international mail. 4 e NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. e For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece "Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. e For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". e If a postmark on the Certified Mail receipt is desired, please present tfle arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, February 2000 (Reverse) 102595-9 -M-2087 S SENDER: COMPLETE THIS SECTION • Complete items 1, 2, Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or pn the front if space permits. 1. Article Addressed to: APN 236 131 01 MADALINE MAGANA 14855 SLOVER AVENUE FONTANA, CA 92337 COMPLETE THIS SECTION ON DELIVERY A. Received by (Please Prir y) Dat of Delivery .,,1)v� C. Signatu X `�Lz ❑ Agent ❑ Addressee D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Copy from service label n�-DECO-%o62S—OM, 1-42go PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 11.....-.. UNITED STATES IiiTAL SERVID) ''' U. --------,-- (/:;.1 C- !" to ---- „ _-:- r ,, -1315Stage & EBes,Raid Rrmit No,9-10 • Sender: Please R&M dU'nime , addressrand-ZIP-4 this -box • City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula Engineering/Special Projects CER _IFIEQ AIL CEIP-- (Domestic=Mail,Onry-No-lnsutance Covera_ge,Provided Postage rl 113 m Certified Fee Postmark Return Receipt Fee Here ru (Endorsement Required) Restricted Delivery Fee (Endorsement Required) 7000 0600 Total I APN 236 121 19 (14527 SLOVER) Ricipie CHRIS MARTIN PO BOX 52085 Street, PHOENIX, AZ 85072 City, Sti Certified Mail Provides: A mailing receipt• e A unique identifier for your mailpiece a A signature upon delivery e A record of delivery kept by the Postal Service for two years Important Reminders: e Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. e Certified Mail is not available for any class of international mail. e NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. e For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece "Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. e For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". - . e If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an in uiry. PS Form 3800, February 2000 (Reverse) 102595-99-M-2087 SENDER: COMPLETE THIS SECTION • Complete items 1, 2, . Also complete item 4 if Restricted Delivery is desired. • Print your name and address on -the reverse __ so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: APN 236:121 19 (14527 SLOVER) CHRIS MARTIN PO BOX-52085 PHOENIX, AZ 85072 COMPLETE THIS SECTION ON DELIVERY A. Received by (Please Pri arty) C. Sig tur • 4 BJatepf���1 '0 Agent O Addressee D. Is delivery a• dress different from ite If YES, enter delivery address bel ? ❑ Yes O No 3. Service Type Certified Mail ❑ Express Mail egistered 0 Return Receipt for Merchandise 0 Insured Mail 0 C.O.D. 4. Restricted Delivery? (Extra Fee) O Yes 2. Article Number (Copy from service label) . I f 1 1 a l in 060 — ©cCoo 2.sE331ILL' 4214 PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATES .TAL SERVIC o PM o £FirMail -- Postage-&Fees• Paid ,Permit No.,071 • Sender: Please p tntt yOU{Anne, address,end�ZIP_ti this�box City of Fontana 8353 Sierra Avenue Fontana, CA 92335-3528 Attn: Don Gdula: Engineering/Special Projects 4::141.:7j ?/::5 11J,���lslt,ll�s�ll,�I�l���IIIIIIIUII�II��IllI�I���II,s,I�U