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HomeMy WebLinkAboutCitrus Ave Sewer and Storm Drain specsr l� SPECIFICATIONS FOR THE CONSTRUCTION OF CITRUS AVENUE SEWER AND STORM DRAIN FROM JURUPA AVENUE TO SLOVER AVENUE BID NO. SB-55-00 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 CITRUS AVENUE SEWER AND STORM DRAIN FROM JURUPA AVENUE TO SLOVER AVENUE BID NO. SB-55-00 Prepared Under the Supervision of: MICHAEL P. THORNTON, P.E. R.C.E. 44226, Expires 06-30-01 L.D. KING, INC. CITY ENGINEER ROBERT W. WEDDLE, P.E. SPECIFICATIONS FOR THE CONSTRUCTION OF CITRUS AVENUE SEWER AND STORM DRAIN FROM JURUPA AVENUE TO SLOVER AVENUE CITY OF FONTANA 8353 Sierra Avenue Fontana, California 92335 Phone: (909) 350-7610 Gregory J. Bucknell, P.E. CITY OF FONTANA 8353 Sierra Avenue Fontana, California 92335 Phone: (909) 350-6646 L.D. KING, INC. 2151 Convention Center Way Suite 100B Ontario, California 91764 Phone: ; (909) 937-0200 Attention: Michael P. Thornton, P.E., P.L.S. LOR GEOTECHNICAL GROUP, INC. 6121 Quail Valley Court Riverside, California 92507 Phone: (909) 653-1760 Attention: John Leuer, G.E. 1 1 1 1 1 1 1 TABLE OF CONTENTS FOR CONSTRUCTION OF CITRUS AVENUE SEWER AND STORM DRAIN FROM JURUPA AVENUE TO SLOVER AVENUE BID NO. SB-55-00 NOTICE INVITING SEALED BIDS NB-1 - NB-2 INSTRUCTIONS TO BIDDER IB-1 - IB-5 PROPOSAL DOCUMENTS P-1 - P-20 P-1 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 (Schedules`I through IV) P-13 Proposal Bid Sheet P-18 Proposal P-19 Addendum Acknowledgment P-20 Proposal Bidder's Information CONTRACT DOCUMENTS Agreement CA-1 - CA-20 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 Endorsement CA-18 Worker's Compensation Insurance Certification CA-20 GENERAL CONDITIONS GC-1 - GC-10 GC-1 Scope of Work Construction Sequence Location of Work Notice to Proceed Time of Completion Liquidated Damages Traffic Requirements Hazardous Materials Utility Requirements TABLE OF CONTENTS (continued) Utilities Service Charges 6-4 Default by Contractor 6-7 Time of Completion 6-8 Completion and Acceptance 6-9 Liquidated Damages GC-5 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-7. 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-28 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 City SP-3 SP-3 3-3 Extra Work Section 4 Control of Materials SP-4 SP-4 4-1 Materials and Workmanship Section 5 Utilities 5-1 Location Section 6 Prosecution, Progress and Acceptance of the Work 6-1 Construction Schedule and Commencement of Work SP-4 SP-5 SP-5 SP-6 SP-6 1 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-8 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 9-3 Payment SP-12 SP-12 PART 2 CONSTRUCTION MATERIALS SP-13 Section 201 Concrete, Mortar, and Related Materials 201-1 Portland Cement Concrete 201-2 Reinforcement for Concrete SP-13 SP-13 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 Section 211 Soils and Aggregate Tests SP-17 211-2 Compaction Tests SP-17 PART 3 CONSTRUCTION METHODS Section 300 Earthwork SP-17 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 SP-21 301-6 Soil Sterilant Section 302 Roadway Surfacing SP-21 302-5 Asphalt Concrete Pavement SP-21 Concrete and Masonry Construction SP-22 TABLE OF CONTENTS (continued) 303-1 Concrete Structures 303-2 Air Placed Concrete SP-25 303-5 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-26 306-5 Abandonment of Conduits and Structures Section E Traffic Signing, Striping, Markings, and Markers APPLICABLE STANDARD PLANS SOILS DATA (For Reference Only) TRAFFIC CONTROL MEMORANDUM GENERAL PERMIT CONDITIONS AND TRENCH SPECIFICATIONS SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT APPENDIX IV SP-22 INLAND EMPIRE UTILITIES AGENCY (IEUA) STANDARD SPECIFICATIONS FOR PIPE BEDDING AND TRENCH BACKFILL'` APPENDIX V PLANS SEPARATE DOCUMENTS 1.) CITRUS AVENUE SEWER FROM JURUPA AVENUE TO SLOVER AVENUE DRAWING NO. 2831, SHEET NOS. 1 THROUGH 8 2.) CITRUS AVENUE STORM DRAIN FROM JURUPA AVENUE DRAWING NO. 2832, SHEET NOS. 1 THROUGH.9 .) CITRUS AVENUE DETOUR IMPROVEMENTS/RESTORATION AND TRAFFIC CONTROL FROM JURUPA AVENUE TO SLOVER AVENUE DRAWING NO. 2833, SHEET NOS. 1 THROUGH 10 4.) INDUSTRIAL WASTELINE RELOCATION AT CITRUS AVENUE AND JURUPA AVENUE INTERSECTION DRAWING NO. 2834, SHEET NOS. 1 AND 4 NOTICE INVITING SEALED BIDS FOR CONSTRUCTION OF CITRUS AVENUE SEWER AND STORM DRAIN FROM JURUPA AVENUE TO SLOVER AVENUE BID NO. SB-55-00 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 29th day of June, 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 a sewer and appurtenances (complete and in place), a storm drain and appurtenances (complete and in place) and Beech Avenue Street Improvements, including pavement removal and replacement, temporary pavement, earthwork, sewer and storm drain pipe, manholes, sewer laterals, catch basins and all related work required for complete gravity sewer and storm drain 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. 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 CITRUS AVENUE SEWER AND STORM DRAIN FROM JURUPA AVENUE TO SLOVER 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 shallpossess 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 this 21St day of December, 1999. CITY OF FONTANA 8353 Sierra Avenue Fontana, California 92335 (909) 350-7610 NB-2 INSTRUCTIONS TO BIDDERS FOR CONSTRUCTION OF CITRUS AVENUE SEWER AND STORM DRAIN FROM JURUPA AVENUE TO SLOVER AVENUE BID NO. SB-55-00 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,TTSTON 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 cal condition, marital status, or sex of such persons, except as provided handicap,medical 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 BID SHFFT 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 PROPOSAT 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 CITRUS AVENUE SEWER AND STORM DRAIN FROM JURUPA AVENUE TO SLOVER 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. TRREGTTT,AR PROPOSAT,S 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 maybe 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 of the State Business and Professions Code. is licensed in accordance with the provisions INTERPRETATION OF PT,ANS AND 1)OCIJMF.NTS 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 ,BULLETINS 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. LEGAL RESPONSIRIITTIFS,'• All proposals must be submitted, filed, made, and executed in accordance with State and Federal laws relating to are expressly' referred to bids for'contracts of this nature whether the same 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 IB-3 determined solely by the CITY. At the time of contract award, the successful Bidder shall hold a 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. may withdrawproposal periodninety-five (95) daysthe time set No bidder.his ro osal for -a of nine five after. 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. Inaccordance 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 performinganyrequirementconsidered as included in the erformin work. Reimbursement,for this shall be 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. STTRT.ETTING AND SUBCONTRACTING Pursuant to the Subletting and Subcontracting Fair Practices Act (commencing with q 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% o 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 CAI}A)C, d i Mc616,140 ("43:50e,e7fres PROPOSAL FOR CONSTRUCTION OF CITRUS AVENUE SEWER AND STORM DRAIN FROM JURUPA AVENUE TO SLOVER AVENUE BID NO. SB-55-00 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 forincorporating 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 commencingthe 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 as required to perform the work. BIDDER declares that his license number is )--15 - 1 3 1 b and that the license expiration date is 6 l 3 1 /0 0°b Q DATED: J 1, -1 L� : a� U 1 Kell kb , HT-0 dbo.- 1'Y) hrc v ? /1-s bG1 BIDDER'S ADDRESS: 1 a s" me,sc., blvd. , rn- -sue. , CA ci33.D PHONE: (4060 5—� �v g FAX NO: (9 01 % q -' l S t4 P-2 BY: TITLE: , 20 OCR BIDDER'S INFORMATION' BIDDER certifies that the following information is true and correct: Bidder's Name: K-e, kc , .1-vt c 4 loc, (M `" 6, ravj 4.- sso COLA-e S Business Address: l b )-S a ..I . rn-es,,... "Blvd 1M-e-5e>.. , 41D-30-0 Telephone: C of (A) S — ( Fax : (M ) K 1.co State Contractor's License No. and Class: L 73) s. Original Date Issued: MAC / f Expiration Date: 5131/4 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: -(-C- 6-/rn,vt.d rest Ck rd-) it1I 111t6y-A.vol -Suvlveia j Ste, Tve..Asu..�,e r ; _ ou h'� & r7 n a . C��v , Sc Sc e;u e K , tmk 64-74esil The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal are as follows: of G.p.pr►e�.b . All current and prior DBA'S, alias, and/or fictitious business names for any principal having an interest in this proposal are as follows: cb , C Y uSS C) S (& S 67,siin ea) 6- 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: / 5 7 3 License Classification: \A if G E ► Expiration Date: 5-13) % Z�J Name of Individual Contractor (Print or type): 1V I4Ork. „ 8194, 101n. -- ►ram SA S Signature of Owner: Business Address: or Name of Firm: Business Address: Name: Title: Address: Name Title: Address �� (i J Name of Corporation: Y,-e,�,1L0 .�Y1 G' , b rig. o�r'G Y�C�I A-Jc C,tjjt..S Business Address: C 0,a I t s.3lti 6\ V d, 54e. 6 G, yy)-e;•s cti. 0 A 1 3 J � 0 Corporation organized under the laws of the State of hi 1'117 -e`50 A gnature of G� President of Corp.A/Ittlie OarYt Signature ofecretary of Corp. S5 Date P-4 LIST OF SUBCONTRACTORS BIDDER proposes to subcontract certain portions of the work as follows: Name. Under Which Subcontractor is Licensed OZ.Sa.) Aze.e4sr (-r $1tL , tbert 1110\14510r0r License No. 75/277 6.77y7. �OSn LI0 73v93 Address of Office, Mill or Shop LP/aas C,f. if. /i"GTit Cir.. nes•r c d (1 /er C4 Percent of Total Contract 1..' Sege • Specific Description of Subcontractor iEiueic r 4o le5" Ccw�refe. SAra,4,e r 171V1✓ct ALL ITEMS OE 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: Scw+LL -Ar 1 -C, s k-c1 Aiditoy(4ti k6 ADDRESS: I I ' ►' , as be,v1 LA - 2w r ck C` 'b 3 PHONE: (9 ©q.) 35- 514 ! I FAX C ) "7 ,y, 70 763 NAME/TITLE: Si Y1 tlYe V El'l illtty l 0,I PA.] to -Di 3 -- 41 ".`; ig-i ? ►z h 4'F. ADDRESS: 30/E Ch.ctnhui 5+11- - Z ke E ikandY-.e cia 30 PHONE: f! q 0 q) ' _ ? 1FAX C 9O') 6 7 y - 7 V tt NAME/TITLE: IY1 DI Gl U U30,5.1-0( / 3-eAnke tM, k a us J ► 4 i .o. Y& x loSq ADDRESS: �-� 1)eL,11-e_y eh q7 PHONE: (ihv) ) 40 -)U 7 $ FAX: NO b 1 a©o P-6 1 DESIGNATOR OFSURETIES The followingare the names, addresses, andphone numbers for all brokers and sureties from whom BIDDER intends to procure insurance and bonds: ADDRESS: I )1 11-:nic..cAt)41'1 s ) 5-11-rv,))/‘,,I5Lt'cl kg LI-2; PHONE: (l �' a �% � l 67 FAX: (1, ) 3 9 6 ' `r 1 1' NAME/TITLE: ` C,Ubb 5 -c Gk.-ex- i () �1LA -I' n'- ex 11.6..K1 ADDRESS: )-�1'-�---�-� JT PHONE: (i)3 3 9 — -i Li67 FAX: (6 39 1 NAME/TITLE: :/ro l% Z1 5 5exvi (i)e.S -Ad,YN byck k v, 1 ADDRESS: QS 306 1011n 3`ir. f . . St,,v1e. �1 h� l n h �-� 1� s, m Al S s` 3 -7- i t)D 7 PHONE: (6.1D) Ce Sip FAX CCU I e)) 6 S- (p -; gD D I P-7 BID BOND FOR CONSTRUCTION OF CITRUS AVENUE SEWER AND STORM DRAIN FROM JURUPA AVENUE TO SLOVER AVENUE BID NO, SB-5$-00 KENKo KNOW ALL & MEN BY THESE PRESENTS that we, the undersigned, ' ASSOC I ATEs , (hereafter called "Principal"), and HARTFORD ACC I DENT AND I NDEMN I TY COMPANY (hereafter called "Surety"), are held and firmly, bound unto the CITY OF FONTANA (hereafter called "OWNER"), in the sum of Ten Percent (10%) of, Total Amount Bid dollars ($ 10% J, 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. 18th day of July 20 OD, 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 Citrus Avenue Sewei and Storm Drain (Jurupa Avenue to 5lover.Avenue): NOW 'i'kI REFORE, If said Bid is rejected, or 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 bondshall 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. (Pagel 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_ Title: Corporate Seal) ATTEST: By: SEE ATTACHED POWER OF ATTORNEY 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 IS A REQT1TREb FQTi1VY KENKO, INC. DBA MCGRAND & ASSOCIATES HARTFORD ACCIDENT AND INDEMNITY SURETY: COMPANY By: Title: Any claims under this bond may be addressed to: (Name arid address of Surety) HARTFORD ACCIDENT AND INDMENITY"COMPANY Hartford•Plaza Hartford, CT 06115 (Name and address of agent or Paul Boucher - THE HARTFORD • 'representative for service of process ill California; if One Point Drive, P.O.. Box 2333 different from above) (Telephone number and FAX •, number of Surety and agent or representative for service of process in Califomia) Brea, CA 92622 Surety 612-844-3367 612-844-3388 P-9 Agent 714-257-7500 / 714-257-0809 (Page 2 of 3) ALL-PURPOSE ACKNOWLEDGEMENT STATE OF CALIFORNIA ) ss. COUNTY' OF RIUtigsE On this Zo or .11i6 , before me, OFFICER k\c fet DATE NAME, TITLE OP [24 personally known to nee - to be the • persons) whose namie(a) is/ a subscribed to the within instrument and acknowledged to me than .: he/chc/they executed the same in hischcatheir authorized capacity(ies), and that by hiss ' • signature(69 on the instrument the person(&), or the entity upon behalf 'of which:the person(.; acted, executed the •instrt mexlt MICHELLE A. DELAWDER Commission # 1152806 Notary Public California Riverside County My Comm. Expires Aug 23, 2001 A copy of the Power of Attorney to local representatives of the bonding company must. THIS Is To STATE OF CALIFORNIA DEPARTMENT OF INSURANCE SAN FRANCISCO AMENDED Certificate of Authority Crat-n r, Mat, purura,tt to the Insurance Code of the State of California, HARTPORD ACCIDENT AND INDEMNITY COMPANY of HARTFORD, CONNECTICUT , organized under the laws of CONNECTICUT ,`subject to its Articles of Incor1oratioa or .. other fundamental organizational documents, it hereby authorized to transact within this State, subject to all provisions of this Certificate, the following classes of insurance: FIRE, MARINE, SURETY, DISABILITY, PLATE GLASS, LIABILITY, WORK ENIS COMPENSATION, COISION CARRIER LIABILITY, BOILER AND MACHINERY, BURGLARY, CREDIT, SPRINKLER, TEAM AND VEHICLE, AUTOMOILE, AIRCRAFT and MISCELLANEOUS as such classes are now or may hereafter be defined in the insurance laws of the State of Cali f oraia. Tx -Us CFarsFICWIE is expressly conditioned upon the holder hereof now and hereafter being in full rompliance with all, and not in violation of asy, of the applicable laws and lawful require -presets made under authority of the laws of the State of California as long as such laws or requirements are in effect aisd applicable, and as such laws and,recluirements now are, or may hereafter be changed or amended. Irr WrrlsEss WxiFA£oP, effective as of the... —6T_g —day of DECEMBER l9 b1:.., 1 have hereunto iet my band and caused my'ofscial seal to be affixed tbir H day of. DECCEMBER IAttest: HARTFORD ACCIDENT AND INDEMNITY COMPANY Hartford, Connecticut POWER OF ATTORNEY Know all men by these Presents, That HARTFORD ACCIDENT AND INDEMNITY COMPANY, a corporation duly organized under the laws of the State of Connecticut, and having its principal office in the City of Hartford, County of Hartford, State of Connecticut, does hereby make, constitute and appoint Bruce N. Telander, John P. Martinsen, Gary S. Soderberg, Donald R. Olson, R.W. Frank, Dennis J. Linder, Mary L. Charles, John E. Tauer, Nina E. Werstein, Linda K French, R. Scott Egginton of Minneapolis, Minnesota its true and lawful Attorney(s)-in-Fact, with full power and authority to each of said Attomey(s)-in-Fact, if more than one is named above, to sign, execute and acknowledge any and all bonds and undertakings on behalf of the Company in its business of guaranteeing the fidelity of persons holding places of public or private trust; guaranteeing the performance of contracts other than insurance policies; guaranteeing the performance of insurance contracts where surety bonds are accepted by states and municipalities, and executing or guaranteeing bonds and undertakings required or, permitted in all actions or proceedings or by law allowed, and to bind HARTFORD ACCIDENT AND INDEMNITY COMPANY thereby as fully and to the same extent as if such bonds and undertakings and other writings obligatory in the nature thereof were signed by an Executive Officer of HARTFORD ACCIDENT AND INDEMNITY COMPANY and sealed and attested by one other of such Officers, and hereby ratifies and confirms all that its said Attomey(s)-in Fact may do in pursuance hereof. This Power of Attorney is granted under and by authority of the By -Laws of HARTFORD ACCIDENT AND INDEMNITY COMPANY, ("the Company") as amended by the Board of Directors at a meeting duly called and held on May 13th, 1999, as follows: ARTICLE IV SECTION 8. The President or any Vice President or Assistant Vice President, acting with any Secretary or Assistant Secretary, shall have power and authority to appoint, for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, one or more resident Vice President, resident'Assistant Secretaries and Attorneys -in -Fact and at any time to remove any such resident Vice President, resident Assistant Secretary, or Attorney -in -Fact, and revoke the power and authority given to him. SECTION 11. Attorneys -in -Fact shall have power and authority, subject to the terms and limitations of the power of attorney issued to them, to execute and deliver on behalf of the Company and to attach the seal of the Company thereto any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by any such Attorney -in -Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested by one other of such Officers. RESOLVED, that the signatures of such Officers and the seal of the Company may be affixed to any such power of attorney or to any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. In Witness Whereof, HARTFORD ACCIDENT AND INDEMNITY COMPANY has caused these presents to be signed by its Assistant Vice President, and its corporate seal to be hereto affixed, dulyattested byits Assistant Secretary,this 14th dayMay, 1999. Paul A. Bergenholtz, Assistant Secretary I STATE OF CONNECTICUT SS, U COUNTY OF HARTFORD On this 14th day of May, A.D. 1999, before me personally came Robert L. Post, to me known, who being by me duly sworn, did depose and say: that;he resides in the County of Hartford, State of Connecticut; that he is the Assistant Vice President of HARTFORD ACCIDENT AND INDEMNITY COMPANY, the corporation described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by order of the Board of Directors ..f said ..............ion and that L_ signed ,-.- name thereto b.. like order. I HARTFORD ACCIDENT AND INDEMNITY Robert L. Post, Assistant Vice President CERTIFICATE Jean H. Wozniak Notary Public My Commission Expires June 30, 2004 ,, I, the undersigned, Assistant Vice President of HARTFORD ACCIDENT AND INDEMNITY COMPANY, a Connecticut Corporation, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains In full force and has not been revoked; and furthermore, that Article IV, Sections 8 and 11 of the By -Laws of HARTFORD ACCIDENT AND INDEMNITY COMPANY, set forth in the Power of Attorney, are now in force. Signed and sealed at the City of Hartford. orm S.4054-2 Printed in U.S.A. Dated the 18 th J. Dennis Lane, Assistant Vice President ACKNOWLEDGMENT OF CORPORATE SURETY State of MINNESOTA County of HENNEPIN On this 18th day of July 2000, before me appeared ' ' Bruce N. Telander to me personally known, who being by me duly sworn did say that (s) he is the Attorney -in -Fact of HARTFORD ACCIDENT AND INDEMNITY COMPANY a corporation, that the seal affixed to the foregoing instrument is the corporate seal of said corporation and that said instrument was executed in behalf of said corporation by authority of its Board of Directors; and that said Bruce N. Telander acknowledged said instrument to be the free- act and deed of said corporation. 1 NINA E. WERSTEIN • NOTARY PUBLIC-MiNNESCT HENNEPIN COUNTY r '+ My CommIsslon Expires Jan. 31, 20053 N. Notary Public ` County, My commission expires 1 1 1 1 1 1 NON -COLLUSION AFFIDAVIT STATE OF Cal COUNTY OF d ,..4,ierto,„0 V e.n , being first duly sworn, (Name of Affiant) says that he/she is VI dr-esl (Title) 'ken : (Jim, reon-d 4 / 5661 ct., . 5 (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) S7FvAAt) /< h1/41 c,F (Typed Name) vice /'.teSipf.rr (Title) NOTARY PUBLIC IN AND FOR THE STATE OF SUBSCRIBED BEFORE ME on this /4 day of OFFICIAL SEAL MICHAEL D. BAKER OTARY PUBLIC-CALIFORNIA COMM. NO.1199191 RIVERSIDE COUNTY MY COMM. EXP. OCT. 22 2002; 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. To take affirmative steps to hire minority employees within the company. FIRM: k-eiln I LLB i YIC (� �(n. I Y, L rt'i 4'A--SO CI lv4-e s TITLE OF PERSON SIGNING ill L-c._ ?(es 1 c I r1 t'1- SIGNATURE: DATE: 2aoo Please include any additional information available regarding equal opportunity employment programs now in effect within your company. jorNeat,red Ptia (e i AUA-, fe 4/11,, W,2,i%,.��a�sf P-12 PROPOSAL BID SHEET FOR CONSTRUCTION OF CITRUS AVENUE SEWER AND STORM DRAIN FROM JURUPA AVENUE TO SLOVER AVENUE BID NO. SB-55-00 Schedule I Sewer Construction Item No. Description 1 Clearing and Grubbing 2 Potholes 12" Extra Strength Vitrified Clay Pipe Sewer 8" Extra Strength Vitrified Clay Pipe Sewer Sewer Manhole per City of Fontana Standard Detail No. 112 Sewer Manhole per City of Fontana Standard Detail No. 112 except 5' diameter manhole Connection to existing Sewer Manhole per Detail 'A', Sheet No. 8, including • manhole base reconstruction and related work. 6" Sewer Lateral per City of Fontana Standard Nos. 125. Concrete Encasement per Los Angeles County Department of Public Works Standard Plan 2023-2, Case IV 10 Concrete Encasement per Los Angeles County Department of Public Works Standard Plan 2023-2, Case II 261 LF Estimate Unit Unit Total Quantity Amount Price Amount N/A LS N/A Lit) Ow 50 EA )' 93-aO/ 5550 LF 70' 3$ D 160 LF t � (600Or 11 EA 2&)p 25300 7 N/A 1602 144 TOTAL AMOUNT OF BID SCHEDULE I (Sum of Bid Items 1 through 10): Dollars $ P-13 by`2z1Q. (Figures) PROPOSAL BID SHEET FOR CONSTRUCTION OF CITRUS AVENUE SEWER AND STORM. DRAIN FROM JURUPA AVENUE TO SLOVER AVENUE BID NO. SB-55-00 Schedule II Storm Drain Construction' Item Estimate Unit Unit Total No. Description Quantity. Amount Price Amount 1 Clearing and Grubbing N/A LS N/A 10 o0b 1 2 Potholes sJS'w 66" Reinforced Concrete Pipe (1350D) 644 LF I 5-1)' Q(o ,(�UU i 60" Reinforced Concrete Pipe (1350D) 1346 LF 120%I 15 jo. 54"Reinforced Concrete Pipe (1350D) 1341 LF / p S NO KOS 48" Reinforced Concrete Pipe (1350D) 1343 LF 1O0' 13A 3o°� 1 7 42" Reinforced Concrete Pipe (1350D) 773 LF I DUB W1 3 00.- 8 30" Reinforced Concrete Pipe (2000D) 380 LF 1 S v Lig 4 oo 9 24" Reinforced Concrete Pipe (2000D) 323 LF . oo" 37 3w0 50 EA 1str 10 Construct Manhole per American Public Works Association Standard Plan 320-1 18 EA 3 (,OL)Co LI; S Construct Connection to Existing Storm Drain including Reinforced Concrete Box per Caltrans Standard Plan D80 and Transition Structures per America Public Works Association Standard Plan 342-1 N/A LS N/A 15, f 12 Construct Junction Structure per American Public Works Association Standard Plan 332-1, Case I 13 Construct Concrete Collar per American Public Works Association Standard Plan 380-1 14 Construct Catch Basin per SBCTD Standard Plans 206 and 206A 15 Construct Inlet per Detail 'B', Sheet,8 16 Remove Existing Inlet and Lateral 17 Construct Storm Drain Bulkhead per Detail 'C', Sheet 9 EA 3Zob EA cat) (OOO EA sDOD /- 4 EA 2?OD : I0i 800� N/A LS N/A D EA LiSp LI050 TOTAL AMOUNT OF BID SCHEDULE II (Sum of Bid Items 1 through 17): $54 075 (Figures) PROPOSAL BID SHEET FOR CONSTRUCTION OF CITRUS AVENUE SEWER AND STORM DRAIN FROM JURUPA AVENUE TO SLOVER AVENUE BID NO. SB-55-00 Schedule III Pavement Construction Item No. Estimated Unit. Description Quantity Amount 1 Traffic Control, Signing, and Striping N/A LS Earthwork N/A LS Asphalt Concrete Pavement (Slover Avenue and Citrus Avenue Temporary Pavement) 2,000 Tons Asphalt Concrete Pavement (Citrus Avenue from Jurupa Avenue to Slover Avenue) Asphalt Concrete Pavement (Beech Avenue) Class II Aggregate Base (Citrus Avenue) Class II Aggregate Base (Beech Avenue) Asphalt Concrete Dike 11,000 Tons 1,600 Tons 6,400 CY 1,000 CY 11,000 LF Unit Price N/A N/A Sri S It ► %' Total Amount £t 000 4:9,,C0.45 i 's4 33 o/ oao S/cifd 94abp (lS/2 DWP (60 Irii wd/ TOTAL AMOUNT OF BID SCHEDULE III (Sum of Bid Items 1 cep lob Words through 8): c 4_4.d. Dollars $ a, (Figures) P-15 1 PROPOSAL BID SHEET FOR CONSTRUCTION OF CITRUS AVENUE SEWER AND STORM DRAIN FROM JURUPA AVENUE TO SLOVER AVENUE BID NO. SB-55-00 Schedule IV Waste Disposal Reconstruction Item No. Description Estimate Unit Unit Total Quantity Amount Price Amount Clearing aPipeline Grubbing,including removal of existing e 10" d N/A LS N/A 216 W Potholes 10 EA I Sb 1 S'b0 12" C-900 Class 150 PVC Pipe Sewer 456 LF I C-C (,$ 4CO Sewer Manhole per Inland Empire Utilities Agency Standard Detail 3 EA 2 op' 77-0D Relocate Existing Storm Drain N/A LS N/A 1-15-Oc TOTAL AMOUNT OF BID SCHEDULE IV (Sum of Bid Items 1 through 4): Et - Wr' U�.�& -kJD Adv.."( Dollars $ $� O j (Words) ! , (Figures) P-16 SUMMARY BID SHEET FOR CONSTRUCTION OF CITRUS AVENUE SEWER AND STORM DRAIN ' FROM JURUPA AVENUE TO SLOVER AVENUE BIDNO. SB-55-00 Total Bid Schedule I Total Bid Schedule II Total Bid Schedule III Total Bid Schedule IV 351 073 7/%o od cy Zoo Total Bid Amount for Bid Schedules I through IV 'ere/�fio�s��s� !� Dollars $ (Words) P-17 i (Figures) 1 1 1 1 NOTE: PROPOSAL BID' SHEET FOR CONSTRUCTION OF CITRUS AVENUE SEWER AND STORM DRAIN FROM JURUPA AVENUE TO SLOVER AVENUE BID NO. SB-55-00 The estimated quantities listedin 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: kegi'y .27.A., fr%64w.2. / 1foC (,r6-€5. TELEPHONE NUMBER: 000 9 C Zs 6 % FAX NUMBER: 000 755- /No P-18 PROPOSAL IN WITNESS WHEREOF, BIDDER executes end submits this proposal with the names, titles, hands, and seals of all forenamed principals this 9 day of 3-4 , 2000 BIDDER KFA$ _i.G as 714:64a f diva tenses C/te- .►ES-4 C 5'2 3z Subscribed and sworn to this NOTARY PUBLIC By Title Vice f/LFSi.oi'o day of ;t dowwfteadbediall OFFICIAL SEA MICHAEL D. BAKER ,4�� — OTARY PUBUC-CALIFORNIA $ cl �y COMM. NO. 1199191 ,* RIVERSIDE COUNTY MY COMM. EXP. OCT. 2002 wiGTi""riPr'fa1'i:QWJr1ir396ktDte trio 'duoaz gas Arm' 'W+ 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-19 PROPOSAL BID SHEET FOR THE CONSTRUCTION OF CITRUS AVENUE SEWER AND.:STORM DRAIN FROM JURUPA AVENUE TO SLOVER AVENUE BID NO. SB-55-00 ADDENDUM ACKNOWLEDGMENT I have received the Addendums listed below: Addendum No. Dio-E, Date: u /5 Zoo° Addendum No. 'TWO Date: 311 /7 2.000 Addendum No. _ Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: BIDDER'S NAME: 14,ve. Mc 644.//) NAME/TITLE: ..Sfr eiLJ filet 41-4 7 SIGNATURE:�,��� TELEPHONE NO.: yv y 79j — 2.0 FAX NO.: "' 909— 7 rj foYa P-20 TO: CALIF.ORNIA June 15, 2000 tbqs ADDENDUM NO. 1 HOLDERS OF PLANS AND SPECIFICATIONS FOR THE CONSTRUCTION 16F THE CITRUS AVENUE SEWER AND STORM DRAIN FROM JURUPkAVENUE TO SLOVER AVENUE BID NO. SB-55-00 LOCATION: CITY OF FONTANA, COUNTY OF SAN BERNARDINO NOTICE TO BIDDERS: It is intended that all work affected by the followings provisions shall conform to the original specifications and be incorporated as a part of the contract documents. ° Bidders shall assure themselves that all changes have been incorporated in their proposal. THE FIRST PARAGRAPH ON NB-1 IS REVISED TO READ AS FOLLOWS: PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF FONTANA, as CITY, invites sealed bids for the above stated project and will received such bids in the offices of the City Clerk up to the hour of.10:00 a.m. on the 20th day of July, 2000, at which time they will be publicly opened and read aloud. Robert W. Weddle, P.E. www.fontana.org 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335-3528 (909) 350-7600 ADDENDUM NO. 2 TO: HOLDERS OF PLANS AND SPECIFICATIONS FOR THE CONSTRUCTION OF THE CITRUS AVENUE SEWER AND STORM DRAIN FROM JURUPA AVENUE TO SLOVER AVENUE BID NO. SB-55-00 LOCATION: CITY OF FONTANA, COUNTY OF SAN BERNARDINO NOTICE TO BIDDERS: It is intended that all work affected by the followings provisions shall conform to the original specifications and be incorporated asa part of the contract documents. Bidders shall assure themselves _ that all changes have been incorporated in their proposal. BEECH AVENUE STREET IMPROVEMENTS CONSTRUCTION NOTE NO. 1 ON SHEET NO. 1 OF 10 AND 5 OF 10 OF DRAWING NO. 2833 IS REVISED TO READ AS FOLLOWS: CONSTRUCT 5" AC OVER 12" COMPACTED NATIVE SOIL. REVISED NOTE: CONSTRUCT 5" AC OVER 0.66' CLASS II AGGREGATE BASE. Robert W. Weddle, P.E. City Engineer www.fontana.org 8353 SIERRA AVENUE FONTANA, CAUFORNIA 92335-3528 (909) 350-7600 recycted paper CONTRACT AGREEMENT FOR CONSTRUCTION OF CITRUS AVENUE SEWER AND STORM DRAIN FROM JURUPAAVENUE TO SLOVER AVENUE BID NO. SB-55-00 k 2'. THIS CONTRACT AGREEMENT is made and entered into for the above stated project 1.4th day of September , 20 00, BY AND BETWEEN THE CITY OF FONTANA, as CITY, and KENKO, INC. DBA MCGRAND & ASSOCIATES , As CONTRACTOR. WITNESSETH that CITY and CONTRACTOR have mutually agreed as follows: ARTICLE T 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. 2831, Sheets 1 through 8, Dwg. No. 2832, Sheets 1 through 9, Dwg. No. 2833, Sheets 1 through 10 and Dwg. No. 2834, Sheets 1 and 4), 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. ARTTCT,F 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, TTT 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 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 VITT 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 A Municipal Corporation Kafineth R. Hunt City Manager ATTEST: 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 CONTRACTOR: KENKO, INC. DBA MCGRAND & ASSOCIATES Name/Title Anthony Bianconi, Vice President SUBSCRIBED BEFORE ME, A NOTARY PUBLIC IN AND FOR THE COUNTY OF HENNEPIN STATE OF , MINNESOTA , ON THIS 14th day of September ',MX 2000. Nina E. Werstein Notary My Commission Expires: 1-31-05 NINA E. WERSTEIN NOTARY PUBLIC • MINNESOTA HENNEPIN COUNTY My Commission Expires Jan. 31, 2005 CA-3 CONTRACT PERFORMANCE BOND (CALIFORNIA PUBLIC WORK) FOR CONSTRUCTION OF CITRUS AVENUE SEWER AND STORM DRAIN FROM JURUPA AVENUE TO SLOVER AVENUE BID NO. SB-55-00 0 Bond No. 41BCSAC0515 KNOW ALL MEN BY THESE PRESENTS: THAT WHEREAS, the CITY OF FONTANA (sometimes referred to hereinafter as "Obligee") has awarded to KENKO, INC. DBA MCGRAND & ASSOCIATES (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; furnishing and installing all storm drain appurtenances; testing all storm drain and appurtenances; connecting to existing storm drain; 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 September 14, 2000 , (hereinafter referred tows 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, KENKO, INC. DBA MCGRAND & ASSOCIATES , the Undersigned Contractor, as Principal, and HARTFORD ACCIDENT AND INDEMNITY COMPANY , a corporation organized and existing Under the laws of the State of Connecticut , and duly authorized to transact business under the laws of the State of California as Surety, are held' Two mill on two hundred twelve thousand five and firmly bound unto the OBLIGEE in the sum of hundred fifteen and oo/i o0 Dollars ($ 2,212,515.00 ), 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, webind 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 thereunderor 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 14th Day of September , 2000 PRINCIPAL/CONTRACTOR: KENKO, INC. DBA MCGRAND & ASSOCIATES HARTFORD ACCIDENT AND IND By: ptcti. /\ . Attorney -in -Fact Bruce N. Telander CA-5 (Page 2 of 4) The rate of premium on this bond is $9.00/$6.30 thousand. The total amount of premium charged: $ 14, 209.00 (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) HARTFORD ACCIDENT AND INDEMNITY COMPANY Hartford Plaza, Hartford, CT 06115 (Name and Address of Agent or Representative for service of Process in California if Different from above) The Hartford Paul Boucher One Point Drive Brea, CA 92622 (Telephone Number and Fax Number 714-257-7500 Of Surety and Agent or Representative for service of 714-257-0809 Process in California) (Page 3 of 4) CA-6 111 ALL-PURPOSE ACKNOWLEDGMENT STATE OF 'MINNESOTA ) )ss. COUNTY OF HENNEPIN ) 2000 On September 14, before me, Nina E. Werstein, Notary Public NAME, TITLE OF OFFICER DATE Personally appeared Anthony Bianconi and Bruce N. Telander NAME (S) OF SIGNER (S) [ x] 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. SIGN OF NOTARY immmomANANvAxmANIANNAAANNAAmos s _ NINA E. WERSTEIN NOTARY PUBLIC -MINNESOTA HENNEPIN COUNTY S My Commission Expires Jan. 31, 2005' veAr AnRCemi.nnRm,wtv ;. AAP oo/VAAAN -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 STATE OF CALIFORNIA DEPARTMENT OF INSURANCE SAN FRANCISCO AMENDED Certificate of Authority Txt$ Is To C atnrY, That, pursuant to the Insurance Code of the State of California, HARTFORD ACCIDENT AND INDEMNITY COMPANY of HARTFORD, CONNECTICUT laws of CONNECTICUT other fundamental organizational documents, is hereby authorized to transact within this State, subject to all provisions of this Certificate, the following classes a f rnsura:rce: FIRE, MARINE, SURETY, DISABILITY, PLATE GLASS, LIABILITY, WORKMEN!S COMPENSATION, COMMON CARRIER LIABILITY, BOILER AND MACHINERY, BURGLARY, CREDXT, SPRINELER, TEAM AND VEHICLE, AUTOMOBILE, AIRCRAFT and MISCELLANEOUS as such classes are now or may hereafter be defined in the Insurance Laws of the State of California. Tuts CEa-t-1Ficiam is expressly conditioned upon 'the holder hereof now and hereafter being M full compliance with all, and not in violation of any, of ibe applicable laws and lawful requirements made under authority of the laws of the State of California as long as such laws or requirements are in effect and applicable, and as such laws and..requirements now are, or may hereafter be changed or amended. Ix WzrxEss 3117x1xxxoF, effective as of of DECE 18ER , organized under the , subject to its Articles of leseorporation or set my band and caused ,icy official seal to be affixed this .—. day of. ...... F.'BRITTON McCONNELL lN.nscr CA'r..1[,1o. n Derwy 1 HARTFORD ACCIDENT AND INDEMNITY COMPANY Hartford, Connecticut POWER OF ATTORNEY Know all men by these Presents, That HARTFORD ACCIDENT AND INDEMNITY COMPANY, a corporation duly organized under the laws of the State of Connecticut, and having its principal office in the City of Hartford, County of Hartford. State of Connecticut, does hereby make, constitute and appoint Bruce N. Telander, John. P. Martinsen, Gaiy S. Soderberg, Donald R. Olson, R.W. Frank, Dennis J. Linder, Mary L. Charles, John E. Tauer, Nina E. Werstein, Linda K. French, R. Scott Egginton of Minneapolis, Minnesota 'its true and lawful Attomey(s)-in-Fad. with full power and authority to each of said Attomey(s)-in-Fact, if more than one is named above, to sign, execute and acknowledge any and all bonds and undertakings on behalf of the Company in its business of guaranteeing the fidelity of persons holding places of public or private trust; guaranteeing the performance of contracts other than insurance policies; guaranteeing the performance of insurance contracts where surety bonds are accepted by states and municipalities, and executing or guaranteeing bonds and undertakings required or permitted in all actions or proceedings or by law allowed, and to bind HARTFORD ACCIDENT AND INDEMNITY COMPANY thereby as fully and to the same extent as if such bonds and undertakings and other writings obligatory in the nature thereof were signed by an Executive Officer of HARTFORD CCIDENT AND INDEMNITY COMPANY and sealed and attested by one other of such Officers, and hereby ratifies and confirms all that its said Attomey(s)-in Fact may do in pursuance hereof. This Power of Attomey is granted under and by authority of the By -Laws of HARTFORD ACCIDENT AND INDEMNITY. COMPANY, ("the Company) as amended by the Board of This at a meeting duly called and held on May 13th, 1999, as follows: ARTICLE IV SECTION 8. The President or any Vice President or Assistant Vice President, acting with any Secretary or Assistant Secretary, shall have power and authority to appoint. or purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, one or more resident Vice President, resident Assistant ecretaries and Attomeys-in-Fact and at any time to remove any such resident Vice President, resident Assistant Secretary, or Attomey-in-Fact, and revoke the power and authority iven to him. SECTION 11. Attomeys-in-Fact shall have power and authority, subject to the terms and limitations of the power of attomey issued to them, to execute and deliver on behalf If the Company and to attach the seal of the Company thereto any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument xecuted by any such Attomey-in-Fact shall be as binding upon the Company as If signed by an Executive Officer and sealed and attested by one other of such Officers. RESOLVED, that the signatures of such Officers and the seal of the Company may be affixed to any such power of attomey or to any certificate relating thereto by facsimile, and any such power of attomey or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company and any such power so txecuted and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is ttached. In Witness Whereof, HARTFORD ACCIDENT AND INDEMNITY COMPANY has caused these presents to be signed by its Assistant Vice President, and its corporate seal to be hereto affixed, duly attested by its Assistant Secretary, this 14th day May, 1999. IAttest: e2 Paul A. Bergenholtz, Assistant Secretary ITATE OF CONNECTICUT OUNTY OF HARTFORD ss• Hartford On this 14th day of May, A.D. 1999, before me personally came Robert L Post, to me known, who being by me duly swom, did depose and say: that he resides in the unty of Hartford, State of Connecticut that he is the Assistant Vice President of HARTFORD ACCIDENT AND INDEMNITY COMPANY, the corporation described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order. HARTFORD ACCIDENT AND INDEMNITY CERTIFICATE Robert L. Post, Assistant Vice President Jean H. Wozniak Notary Public My Commission Expires June 30, 2004 II. the undersigned, Assistant Vice President of HARTFORD ACCIDENT AND INDEMNITY COMPANY, a Connecticut Corporation, DO HEREBY CERTIFY that the regoing and attached POWER OF ATTORNEY remains in full force and has not been revoked; and furthermore, that Article IV, Sections 8 and 11 of the By -Laws of HARTFORD CCIDENT AND INDEMNITY COMPANY, set forth in the Power of Attorney, are now in force. Signed and sealed at the City of Hartford. `rm S-4054, Printed in U.S.A. • Dated the 14th day of September 2000. J. Dennis Lane, Assistant Vice President PAYMENT BOND (CALIFORNIA PUBLIC WORK) FOR CONSTRUCTION OF CITRUS AVENUE SEWER AND STORM DRAIN FROM JURUPA AVENUE TO SLOVER AVENUE BID NO. SB-55-00 Bond No. 41BCSAC0515 KNOW ALL MEN BY THESE PRESENTS: THAT WHEREAS, the CITY OF FONTANA (sometimes referred to hereinafter as "Obligee") has awarded to KENKO, INC. DBA MCGRAND & ASSOCIATES (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, furnishing and installing all storm drain and appurtenances; testing all storm drain appurtenances; connecting to existing storm drain; 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, KENKO, INC. DBA MCGRAND & ASSOCIATES , the undersigned Contractor, as Principal; and HNDEMNITVACOMPANv AND , a corporation organized and existing under the laws of the State of Cr , and duly authorized to transact business under the laws of the State of CA , as Surety, are held and firmly bound unto the CITY and to any and all persons, companies or corporations entitled to file sto notices under Section 3181 of the California Civil Code, in the sum of Prldred� °"ttee� anads�/1 elve thousand1tol?ars ($ 2,212,515.00 ), said sum ` being not less than one hundred percent (100% o) 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 l 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 thisl4thday of September , 2000 . PRINCIPAL/CONTRACTOR: KENKO, INC. DBA MCGRAND & ASSOCIATES, 12301 Central Ave. NE., #100, Blaine, MN 55434 1 - By: Anthoni Bianconi,, Vice President SURETY: HARTFORD ACCIDENT AND (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 TS A REQITIRET) FORM. Any claims under this bond may be addressed to: (Name and Address of Surety) HARTFORD ACCIDENT AND INDEMNITY COMPANY Hartford Plaza (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) Hartford, CT 06115 The Hartford - Paul Boucher One Point Drive. Brea, CA 92622 714-257-7500. 714-257-0809 CA-10 (Page 3 of 4) ALL-PURPOSE ACKNOWLEDGMENT STATE OF MINNESOTA ) ). COUNTY OF. HENNEPIN' • OnSeptember 14, 2000 before me, Nina E. Werstein, Notary Public • NAME, TITLE OF OFFICER DATE 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. NINA E. WERSTEIIN NOTARY PUBLIC-MINNESOTA HENNEPIN COUNTY My Commission Expires Jan. 31, 2005 NOTE: A copy of the Power of Attorney to local representatives of the bonding company must be attached hereto. STATE OF CALIFORNIA '. DEPARTMENT OF INSURANCE SAN FRANCISCO AMENDED Certificate of Authority THIS Is To CEtTI Y, That, Pursuant to the Insurance Code of the State of California, HARTFORD ACCIDENT AND INDEMNITY COMPANY of HARTFORD, CONNECTICI T laws of CONNECTICUT , subject to its Articles of incorporation or other fu•tdariccntal organizational documents, is hereby authorized to transact within this State, subject to all provisions of this Certificate, the following classes of insurance: FIRE, MARINE, SURETY, DISABILITY, PLATE _GLASS, LIABILITY, WOMEN' IS COMPENSATION, COMKOH CARRIER LIABILITY, BOILER AND MACHINERY, BURGLARY, CREDIT, SPRINKLER, TEAM AND VESICLE, AUTOMOBILE, AIRCRAFT and MISCELLANEOUS as such classes are now or may hereafter be defined in the insurance taws of the Slate of California. This CFarwIcArf is e4ressly conditioned upon the holder hereof now and hereafter being in full. compliance with all, and not in violations of any, of the applicable laws and lawful requirements made under authority of the laws of the State of California as long as such laws or requirements are in effect and applicable, and as such lawn andrequirements now are, or may hereafter be changed or amended. Ix Wrr a ss WHF_R.EoF, effective as of the....-6T ..__day, of DECFMBER , 19 bl , 1 have hereunto set my band and caused my offlcial seal to be affixed day of.. , organized under the F. BRITTON MCCONNELL Imw..wcr.- 1 HARTFORD ACCIDENT AND INDEMNITY COMPANY Hartford, Connecticut POWER OF ATTORNEY Know all men by these Presents, That HARTFORD ACCIDENT AND INDEMNITY COMPANY, a corporation duly organized under the laws of the State of Connecticut, and having its principal office in the City of Hartford, County of Hartford, State of Connecticut, does hereby make, constitute and appoint Bruce N. Telander, John-P. Martinsen, any S. Soderberg, Donald R. Olson, R.W. Frank, Dennis J. Linder, Mary L. Charles, John E. Tauer, Nina E. Werstein, Linda K. French, R. Scott Egginton of Minneapolis, Minnesota 'its true and lawful Attomey(s)-in-Fact. with full power and authority to each of said Attomey(s)-in-Fact, if more than one is named above, to sign, execute and acknowledge any and all bonds and undertakings on behalf of the Company in its business of guaranteeing the fidelity of persons holding places of public or private trust; guaranteeing the performance of contracts other than insurance policies; guaranteeing the performance of insurance contracts where surety bonds are accepted by states and municipalities, and executing or 'guaranteeing bonds and undertakings required or permitted in all actions or proceedings or by law allowed, and to bind HARTFORD ACCIDENT AND INDEMNITY COMPANY thereby as fully and to the same extent as if such bonds and undertakings and other writings obligatory in the nature thereof were signed by an Executive Officer of HARTFORD ACCIDENT AND INDEMNITY COMPANY and sealed and attested by one other of such Officers, and hereby ratifies and confirms all that its said Attomey(s)-in Fact may do in pursuance hereof. 'This Power of Attomey is granted under and by authority of the By -Laws of HARTFORD ACCIDENT AND INDEMNITY COMPANY, rthe Company') as amended by the Board of Directors at a meeting duly called and held on. May 13th, 1999, as follows: OUNTY OF HARTFORD ARTICLE IV SECTION 8. The President or any Vice President or Assistant Vice President, acting with any Secretary or Assistant Secretary, shall have power and authority to appoint, for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, one or more resident Vice President, resident Assistant Secretaries and Attomeys-in-Fact and at any time to remove any such resident Vice President, resident Assistant Secretary, or Attomey-in-Fact, and revoke the power and authority given to him. SECTION 11. Attomeys-in-Fact shall have power and authority, subject to the terms and limitations of the power of attomey issued to them, to execute and deliver on behalf Iof the Company and to attach the seal of the Company thereto any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by any such Attomey-in-Fact shall be as binding upon the Company as If signed by an Executive Officer and sealed and attested by one other of such Officers. RESOLVED, that the signatures of such Officers and the seal of the Company may be affixed to any such power of attomey or to any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company and any such power so 'executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. In Witness Whereof, HARTFORD ACCIDENT AND INDEMNITY COMPANY has caused these presents to be signed by its Assistant Vice President, and its corporate seal to be hereto affixed, duly attested by its Assistant Secretary, this 14th day May, 1999. IAttest: f2 Paul A. Bergenholtz, Assistant Secretary 'STATE OF CONNECTICUT ss. Hartford HARTFORD ACCIDENT AND INDEMNITY Robert L. Post, Assistant Vice President On this 14th day of May, A.D. 1999, before me personally came Robert L Post, to me known, who being by me duly swom, did depose and say: that he resides in the ounty of Hartford, State of Connecticut that he is the Assistant Vice President of HARTFORD ACCIDENT AND INDEMNITY COMPANY, the corporation described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order. 2K/t/' CERTIFICATE tI, the undersigned. Assistant Vice President of HARTFORD ACCIDENT AND INDEMNITY COMPANY, a Connecticut Corporation, DO HEREBY CERTIFY that the regoing and attached POWER OF ATTORNEY remains in full force and has not been revoked; and furthermore, that Article IV, Sections 8 and 11 of the By -Laws of HARTFORD ACCIDENT AND INDEMNITY COMPANY, set forth in the Power of Attorney, are now in force. Signed and sealed at the City of Hartford. Dated the 14 th rm S-4054-2 Printed in U.S.A. Jean H. Wozniak Notary Public My Commission Expires June 30, 2004 day of September 2000. J. Dennis Lane, Assistant Vice President 'I+'�� ` FICA OF INSURANCE �— a11,1 CERTI.,_ ISSUE DATE (MM/DD/YY 1v17Ioo PRODUCER AON RISK SERVICES, INC. OF MN. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 8300 Norman Center Drive Suite 400 ;c .' , , ; 1 ; COMPANIES AFFORDING COVERAGE i %,Minneapolis,: MN 55437-3844• COMPANY A '''Zurich American Insurance Company LETTER COMPANY Lumbermans Mutual Insurance Company INSURED LETTER KENKO, INC. MCGRAND & ASSOCIATES LEo TPERNY C National Union Fire Ins. Co. of Pittsburgh, PA 12301 Central Avenue Northeast Suite 100 COMPANY LETTER D Blaine, MN 55434 COMPANY LETTER E COVERAGES _:._.... ._ ._.._ ;: ..._. :' ........ ...... W ..... .__ _... .:..... __.... ,......;_w.:..: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER 'DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. O R TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MOONY) POLICY EXPIRATION DATE (MWDDNY) LIMITS GENERAL LIABILITY GENERAL AGGREGATE $ 1,000,000 $ 1,000,000 $ 1,000,000 $ 1,000,000 $ 100 00_0 A X COMMERCIAL GENERAL LIABILITY GLO 3374231 11-18-00 11-18-01 PRODUCTS-COMP/OP AGG. CLAIMS MADE I XJ OCCUR PERSONAL & ADV. INJURY OWNERS &CONTRACTOR'S PROT. EACH OCCURRENCE FIRE DAMAGE (Any one fire) ' MED. EXPENSE (Any one person) $ 5 oon AUTOMOBILELJABIUTY /: ,,.: i .. ;,.r, r ,.,...i ,r:rp COMBINEDSING,E. $ 1,000,000 A X, : �,nlYA To BAP 3374232 , 11-18-00' 11-18-01 , LIMIT � r' �•' ALL OWNED AUTOS._t , TAP, 3374233 (TX) BODILY INJURY . $ } SCHEDULED AUTOS F (Per person)' X `HIRTO EDAUS ;:.. .,- ., r BODILY INJURY $ X NON -OWNED AUTOS (Per accident) ` GARAGE LIABILITY PROPERTY DAMAGE $ EXCESS LIABILITY EACH OCCURRENCE $ 15,000,000_ $ 15,000,0_00_ C X UMBRELLA FORM BE740-14-61 7-16-00 11-18-01 AGGREGATE OTHER THAN UMBRELLA FORM X I STATUTORY LIMITS A —WORKER'S COMPENSATION WC 3374229 _ _ . 11-18-00 -. ._ 11-18-01 _ _ - - EACH ACCIDENT $ SO0,000_ $ 1,000,000— $ 5 O AND DISEASE -POLICY LIMIT EMPLOYER'S LIABILITY DISEASE —EACH EMPLOYEE B OTHER Builders Risk 318AT682811-00 11-18-00 11-18-01 $15,000,000 Per Project $ 1,000,000 Flood/Earthquake Ded.: $5,000 AOP; $50,000 EQ; $250,000 FL DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS The City of Fontana, Empire Utilities Agency, 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 insureds and such insurance shall be primary, as respects the Citrus Avenue sewer and storm drain from Jurupa Avenue to Slover Avenue. CERTIFICATE HOLDER Y:,._.._b ._..___ .:. ._::: ._ ::._._ CANCELLATION .,.._::: _ .._:::: ._._..... . , ! SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE THE ISSUING COMPANY WILL TO City of Fontana EXPIRATION DATE THEREOF, -ENDEAVOR MAIL 60 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO NO Engineering Division TI IE LEFT, DUT FAILURE TO MAIL CUCI I NOTICE SI IALL IMPOSE ODLIQATION Attn: Gregory Bucknell on LIABILITY OF ANY KIND UPON TI IE COMPANY, IT3 AGENT3 OR REPRE3ENTATIVES. 8353 Sierra Avenue Fontana, CA 92335 AUTHORIZED REPRESENTATIVE ch wNJt.4.— W sC,\...eit, ACORD25-S (7/90) ©ACORD CORPORATION 1990 A/.1/I!I) CERTIFICATE OF INSURANCE I ISSUE DATE(MM/DD/YY) 09/26/00 RODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. AON RISK SERVICES, INC. OF MN 8300 Norman Center Drive Suite 400 COMPANIES AFFORDING COVERAGE Minneapolis, MN 55437-3844 COMPANY A Transportation Insurance Company LETTER Hartford Fire Insurance Company INSURED COMPANY KENKO, INC., MCGRAND & ASSOCIATES COMPANY C National Union Fire Ins. Co. of Pittsburgh, PA LETTER 12301 Central Avenue Northeast Suite 100 COMPANY LETTER D Blaine, MN 55434 COMPANY LETTER E COVERAGES_:::._�: :_._.._.. _.. u _ . �..,_ . HIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW NDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION ERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY __ . _._ _:_ _ ._._.__._ _ _:.__ HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, HAVE BEEN REDUCED BY PAID CLAIMS. O R TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY) POLICY EXPIRATION DATE (MM/DD/YY) LIMITS GENERAL LIABILITY GENERAL AGGREGATE $ 1,000,000 A_ X COMMERCIAL GENERAL LIABILITY GL1098556873 11-18-99 11-18-00 PRODUCTS-COMP/OPAGG. $ 1,000,000 CLAIMS MADE X OCCUR PERSONAL & ADV. INJURY $ 1,000,000 OWNER'S & CONTRACTOR'S PROT. EACH OCCURRENCE $ 1,000,000 FIRE DAMAGE (Any one fire) $ 100,000 MED. EXPENSE (Any one person) $ 5,000 A AUTOMOBILE X LIABILITY ANY AUTO BUA1098556887 11-18-99 11-18-00 COMBINED SINGLE LIMIT $ 1,000,000 ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) _ X X HIRED AUTOS NON -OWNED AUTOS BODILY INJURY (Per accident) $ GARAGE LIABILITY PROPERTY DAMAGE $ EXCESS LIABILITY EACH OCCURRENCE $ 15,000,000 C X UMBRELLA FORM BE 740-14-61 7-16-00 11-18-01 AGGREGATE $ 15,000,000 OTHER THAN UMBRELLA FORM X STATUTORY LIMITS A WORKER'S COMPENSATION WC1098556906 11-18-99 11-18-00 EACH ACCIDENT $ 500,000 AND DISEASE -POLICY LIMIT $ 1,000,000 EMPLOYER'S LIABILITY DISEASE -EACH EMPLOYEE $ 500,000 B OTHER Installation Floater 41MSPEI8419 11-18-99 11-18-00 $15,000,000 Per installation site $ 1,000,000 Flood/Earthquake Ded.: $5,000 AOP; $50,000 EQ; $250,000 FL • ESCRIPTION OF OPERATIONS/LOCATIONSNEH CLES/SPECIAL ITEMS The City of Fontana, Empire Utilities Agency, 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 insureds and such insurance shall be primary, as respects the Citrus Avenue sewer and storm drain e@pt6YEbgiSlover Avenue: CANCELLAT ION.;._:L._.._._ ..-_w._. _... _ , ......_._ City of Fontana SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE WILL CNDCAVOfl T Engineering Division Attn: Gregory Bucknell EXPIRATION DATE THEREOF, THE ISSUING COMPANY MAIL 60 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO TO MAIL TALL IMf OCC NO ODLIQATIOId 8353 Sierra Avenue THE LEFT D(JT rAILUf1C CUCI I PJOFI6[ CI or ANY KIND Ur' N TI IE COMPANY, ITC ACCPITC on ncr'nCCCNTATIvcc. Fontana, CA 92335 fl LIADILITY • AUTHORIZED REPRESENTATIVE Ic:13:31_, w\it..4.... Lu s(.A...,zrz.v._/ ACORD25-S - ©ACORD CORPORATION 1990 SEP-27-2000 17:01 Ron 612 656 8001 P.01/01 AON'RISK SERVICES, INC. OF MINNESOTA 8300 Norman Center Drive, Suite 400 Minneapolis, MN 55437-3844 Number Of Pages Including Cover Sheet 1 From: Telephone #: Fax #: Re: KENKO INC. AUTO LIAB. LIMITS CITY OF FONTANA PROJECT The insuratce`'requirements in the contract indicate a $2,000,000 Limit of Liability for Automobile insurance. Kenko's auto policy provides $1,000,000 Limit of Liability and the Umbrella policy provides the next $1,000,000 Limit of Liability to satisfy the limit requirement. If you have any questions or require additional q ' information, feel free to call. Regards, Andrea Otto. cc: Anita Elsner, Kenko 763-755-7801 CONFIDENTIALITY NOTICE: The materials enclosed with this facsimile transmission are private and confidential and are the property of the sender. The information contained in the material is privileged and is intended only for the use of the individual (s) or entity (ies) named above. If you are not the intended recipient, be advised that any unauthorized disclosure, copying, distribution or taking of any action in reliance on the contents of this telecopied information is strictly prohibited, If you have received this facsimile transmission in error, please immediately notify us by telephone to arrange for return of the forwarded documents to us: mApectasst\mnlotro\wpdatakslwdinkkenkb nits caner 2 fnx.doc GENERAL LIABILITY ENDORSEMENT CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 A. . POT TCY INFORMATION Endorsement # Transportation Insurance Co. 1. Insurance Company: GL ] 0985568- 73__,;,,a. ,�� PolicyNumber� 2. Policy Term. (From): 11/10/99 Endorsement Effective Date: 09/18/00 • Named Insured: ▪ Address of Named lnsuredi 12301 Central Avenue NE, Suite 400,'.Blaine , MN, 55434 Additional Insured (s): CITY OF FONTANA Address of Additional Insured (s): 8351 SIERRA AVP tW )11'18%00 Kenko, Inc. dba McGrand & Associates EONTAN& ▪ Limit of Liability Any One Occurrence/Aggregate $ 1,000,000 / 1,000,000 • Coverage is equivalent to: Comprehensive General Liability form GL0002 (Ed. 1/73) Commercial General. Liability "Occurence" form CG0001 Bodily injury and Property Damage Coverage is: Per Project, Per "occurrence~ Nntc: The CITY (OWNER) standard insurance requirements specify "occurrence e coverage." "Claims -made" coverage is not acceptable. If commercial general Iiability 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. __ • . &— . _. I�scripaonofPmject: --Citrus- Avenue-- in f r-em-fur--upa Avenue to Slover Avenue. 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: INSU1 D. As respects any work performed on the above -described Project, the CITY, County, its elected or appointed officers, officials, employees, consultants, and.volunteers arc 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) prcnuses owned, �—1—Oased-or'used by -the Named-Insur -1i - 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 (e) 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;:_:orvolunteers; 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. . `SCOPE OF COVERAGE. broad as: This policy, if primary, affords coverage at leas Insurance Services ' Office Form Number ` GL 0002 (Ed- 1/73), Comprehensive General Liability Insurance and Insurance Services Office' form number OL 0404. Broad. Form Comprehensive General. Liability endorsement; or Insurance Services Office Commercial "occurrence" form CO0001; or If excess, affords coverage which is at least as broad as the primary insurance forms referenced in the preceding sections (1) and (2). 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. PROVISIONS REGARDING THE INSURED'S DUTIES AFTER ACCIDENT OR LOSS. Anyfailure 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. 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-I3 zrI)ENT AND CLAIM RPPORTNIG PROCEI)TTR1 Incidents and claims are to be reported to the insurer at ATrN: Ray Mlinar (Title) (Department CNA Insurance Group Minneapolis, MN 55438. (City) (State) .952/352-4680 952/352-4697 (Telephone Number) (Fax Number) (Zip Code) PIStrineR rrank Norante ; , warrant that I have authority to bind the below► ( ) listed insurance company and by my signature hereon do so bind this company. ORGANIZATION: Aon Risk Services, Inc. of Minnesota TITLE: Senior Consultant ADDRESS: 8300 Norman Center Drive, Suite 400, Minneapolis, MN 55437 TELEPHONE: 952/656-$UOD AUTOMOBILE LIABILITY ENDORSEMENT CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 ,p,. POLICY INFORMATION Endorsement # 1. Instance Company Transportation Insurance Co. policy Number. =-BUA1098556887 2. Policy Term (From): 11/18/99 (To). 11/18/00 09/18/00 Endorsement Effective Date: 3. Named Insured: Kenko, Inc. dba McGrand :&;Associates Andress of Named Insured: ` 12301. Central Avenue 'NE, Suite 100, Blaine,' .MN, . 55431 4. s _ 5 Additional Insured (s): PITY OP PONTAVA 6. Address of Additional Insured (s): R1,51_RTRRRA AVENUE FONTANA, CA 97335 • Lirnit of Liability .Any One Occurrence/Aggregate $ 1,000,000 Combine Single Limit . Description of Project: Avenue and Slover Avenue.. Cittus Avenue Sewer and storm drain'Jurupa BILICXAMENDMEEITS 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: INSURED. The CITY, 'County, its elected or appointed ofEcers, officials; consultants, employees . and volunteers are included as insured with regards to damages and defense of claims anisir g&onrthc 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. CONTRIBUTIONNOT 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. .- SCOPE OF -COVERAGE —This policy, if primary,. affords coverage to the Named lcisi red at leasf as -WOW 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. SEVERABIEITY OP' INTEREST. The insurance afforded bythiS,policy applies separately toeachinsured;wlo 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 RRGARDING THE INSURED'S DUTIES AMR ACCIDENT OR LOSS. Any failure to comply -with reporting provisions of the policy s1ha11 not affect coverage provide/Ito the OWNER and the CITY, its elected or:appointed officers, officials, employees, consultants, or volunteers. 6. CAVGESAT Qinsurance afforded : ?cot_ be cancelled; suspended di modified, or renewal of such a piIicjdeclined i less 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. TNC DENT AND CT.4JM REPORTING, PRON'EDTTRF Incidents and claims are to be reported to the insurer at: ATM: Ray Mlinar (Title) CNA Insurance Group (Department) (Company) 5850 Opus Parkway #300 ' (Street Address) Minneapolis, MN,;55438 (City) (State) (Zip Code 952/352-4680 952/352-4697': (Telephone Number) (FA.X Number) CA-16 INST tRE OR AUTHORIZED JtI+,'p$FSFRPA`ITVF (W TRF Frank Norante authority the below listed insurance _ warrant that I have authvn to bind (print/type name) company and by my signature hercon do o bind this company. SIGNATURE OF AUTHORIZED REPRESENTATIVE (Original Signature required on endorsement furnished to the CITY) FAX NO: 8300,.Norman Center ]Drive,, Sui.te100; M%nneapOli's, MN, 55437 952/656-8001 CA-17 WORKER'S COMPENSATZON/EMrLOYER'S LIABILITY ENDORSEMENT CITY OF FONTANA 8353 SIERRA AVENUE. FONTANA, CALflrORNIA 92335 porn-•Y "i ORMATEON_Endorsement # nental Insurance Co. Transcontinental Insuxance.Company: Policy Number: ("the Company") WC 198556890 • Effective Date of This Endorsement: - 09/18/00 Na• med Insured Kenko, Inc cdba, "I cGrand; & Associates 4.. Additional Insured(s); CCU OF FONTANA 5 Address of Additional Insiiried(s) Cl STFRRA AVFNIJP RINTANA, SA 92115 6. Employer's Liability Limit (Coverage B): 1, 000, 000/1, 000 r 00021 000, 000 POLICY AME.MBJENTS 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: 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 reasonother than nonpayment of premium ess 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. 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. EtelDV�TN A�T� 1,AIM K�_i"L�rc ,itii� r�yn_r Incidents and claims are to be reported to the insurer at ATIN: Ray Mlinar, (TITLE) EPARTMEIgT) _..,,....._ .:.: _ � �TCD CNA Insurance Group (COMPANY) 5850 Opus Parkway'#300 (STREET ADDRESS) .: . Minne apolis, MN, 55438 (C (STATE) (ZIP CODE) 952/352-4680 952/352-4697 (TELEPHONE NUMBER) (FAX NUMBER) STCNATTITit'dy ilS.STMER CM AtraIQRT7FT) REPRESF.NTA'1"TVC,S?F_THL TNRCIIIMI Frank Norante (Print/type name) company and by my signature hereon do so bind this company. • warrant that I have authority to bind the below listed insurance SIGNATURE OF AUTHORIZED REPRESENTATIVE (Original Signature required on endorsement furnished to the CITY.) ORGANIZATION: TITLE: ADDRESS: Aon Risk Services, Inc. of Minnesota Senior Consultant 8300 Norman Center Drive, Suite 400, Minneapolis, MN, 55437 TELEPHONE: 952/656-8000 FAX NO: 952/656-4001 CA-19 WORKER'S COMPENSATION INSURANCE CERTIFICATION Pursuant to Section 1861 of the State Labor Code, (amended by Stilts. 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 orto undertake self-insurance in accordance with the provisions of at Code, —and -I will-complywith-such provisions before commencing the performance of work of this contract Contractor: Kenko,Inc. dba McGrand & Associates 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 Relationsof 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 CITRUS AVENUE SEWER AND STORM DRAIN FROM JURUPA AVENUE TO SLOVER AVENUE BID NO. SB-55-00 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. 2831, Sheets 1 through 8, Drawing No. 2832, Sheets 1 through 9, Drawing No. 2833, Sheets 1 through 10, and Drawing No. 2834, Sheets 1 and 4 as per these Specifications and Special Provisions. CONSTRTICTION SEQT FENCE Contractor shall construct sewer, storm drain, and street improvements in the following sequence:, 1. Construct Beech Avenue Street Improvements, including grading, paving and striping. 2. Construct Sewer Improvements, including manholes and laterals between Jurupa Avenue and Slover Avenue, excluding improvements within' Citrus Avenue and Stover Avenue intersection. 3. Construct waste disposal sewer. 4. Construct storm drain improvements, including manholes, junction structures, laterals, inlets and catch basins between Jurupa Avenue and Slover Avenue, excluding improvements within Citrus Avenue and Slover Avenue intersection. Construct Citrus Avenue and Slover Avenue intersection temporary paving improvements to facilitate traffic movements. Construct Sewer and Storm Drain Improvements in the intersection of Citrus Avenue and Slover Avenue. 7. Construct Citrus Avenue Street Improvements. LOCATION OF The general location and limits of the work are as follows: Citrus Avenue and Beech Avenue between Jurupa and Slover Avenues in the City of Fontana and the County of San Bernardino, California. GC-1 TIME OF COMPLETION The Contractor shall complete all work in every detail, with 90 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. I,TQTTEDATM 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 REQTTIREMENTS Contractor shall furnish traffic control in accordance with the Traffic Control drawings, including closure of Citrus Avenue between Jurupa Avenue and Slover Avenue. For all other streets, minimum of one (1) travel lane in each direction shall be maintained on all paved streets within the construction zone at all times. Access shall be provided to all intersecting local streets and driveways at all times. Citrus Avenue may remain closed during non -construction hours, provided that the monitor detour Contractor maintains detour traffic duringnon-work hours.' Contractor shall control as required to ensure control is in place. For all other locations all traffic control shall be removed from streets and all streets shall be opened to traffic at the conclusion of each work period. The Traffic Control Plans identifies 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. HAZARDOTT.S MATERIAT.S 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: GC-2 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. TTTTI,ITV REM TIRFMF,NTS 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. Fontana Water Company Local Telephone: (909) 822-2201 USA Member Utility, Phone 1-800-227-2600 Pacific Bell (Riverside Engineering Division) Steve Randall (714) 666-5500 USA Member Utility, Phone 1-800-227-2600 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 Fontana Community Development Department (Sewers and Storm Drain) Local Telephone: (909) 350-7610 (Engineering) (909) 350-6760 (Maint. yard) Comcast Cable Local Telephone: Inland Empire Utilities Agency Bob Young: GC-3 (909) 390-4738 (909) 357-0241 San Bernardino County Flood Control District Sherman Davis: 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 damageto 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. GC-4 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. 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 believesto 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. Followingapproval of the waitingperiod bythe CITY, the Contractor shallremove the pp . 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. TTTH ATMS 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. GC-5 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. 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. GC-6 TRENCH SAFETY AND SHEETING, SHORING, AND BRACING EXCAVATION The Contractor shall utilize she eting, shoring and bracing as required to minimize the trench width or to protect existing improvements or utilities in place as required for this project. 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 anyloadingmaymay arise the excavation under or all of the conditions of which exist or which 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. GC-7 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. STANDARD SPECTFTC.ATIONS 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 GC-8 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 executingthe contract. WAGE RATES AND LABOR CODE REQITIREMENTS 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. CT.AYTON 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. Seca 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 CITRUS AVENUE SEWER AND STORM DRAIN. FROM JURUPA AVENUE TO SLOVER AVENUE BID NO. SB-55-00 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 1 1 I I 1-2 DEFINITIONS City Agency/Owner Board County Engineer Project Manager Federal State Caltrans SSPWC SBCFCD Civil Engineer Geotechnical Engineer City of Fontana City of Fontana City Council County of San Bernardino City Engineer Gregory J. Bucknell, P.E. United States of America State of California State of California Department of Transportation Standard Specifications for Public Works Construction San Bernardino County Flood Control District L.D. King, Inc. LOR Geotechnical Group, Inc. SP-1 SECTION 2 - SCOPE AND CONTROL OF THE 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 in the lump sum price bid for Clearing and Grubbing and no additional compensation will be allowed. 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 on the change order and pickup or yard trucks used by the above personnel. These costs shall not be SP-3 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 failor 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. 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 andno 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 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. Conditions (Time of 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 atovertime 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. 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. 7-3.2 Insurance Requirements SP-6 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 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. 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 SP-8 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 byinstalling 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 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. SP-9 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 pimmediately opened to local traffic,the contractor shall 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 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. 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. SP-10 Contractor's equipment, 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, 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 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 requirementsp nature of such protection. regarding for the protection of excavations and the.. 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. 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 SP-12 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 Concrete Mix Design: Requirements for mixes designed by an Independent Testing Laboratory (ITL), approved by the CITY, are: Prove by preliminary tests prior to concrete or provide historical data to substantiate design strengths. SP-13 Use plant batched concrete. Conform to ACI 318-77 Building Code Requirements for Reinforced Concrete and ASTM C-94 Specification for Ready- Mixed Concrete. The CITY may employ and pay for an ITL to test materials and design concrete mixes. Aggregate Test: Test for Sieve or Screen Analysis of Fine and Coarse Aggregates (ASTM C-136). Submittals Mix Design: > Submit in triplicate for eachstrength of concrete specified stating the proposed slump, proportions of each ingredient and location of usage. Test Reports: Submit in triplicate to the CITY within 3 days after tests are made. 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]: 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]: Evaluation of Test Results and Failure to Meet Strength Requirements; Evaluate test results according to the Recommended Practice for Evaluation of Compression Test Results of Field Concrete (ACI 214). 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. If strength tests performed on the concrete cylinders, ' cast at the time the SP-14 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. 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). 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. 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]: Contraction Joint: Plastic KWIK joint or equal. Waterproof Paper or Polyethylene Film: ASTM C-171. • Quick -Set Concrete: Pour stone. Mix andapply in accordance with manufacturers specifications. • Filter Fabric: Outline 80 by Wellman Inc. Use around drainage system at retaining seatwall. Silica Sand #16. 201-1.2.2 Aggregates [Add the Following}: Provide evaluation of aggregates for susceptibility to an alkali -aggregate reaction. and coarse aggregates as separate ingredients. Maximum size of coarse aggregate: 1" for footings; 3/4" for slab and walls. 201-1.2.4 Admixtures [Add the Following]: Water reducing admixture conforming to ASTM C-494 Type A, Plastocrete or Superplastizer high range water reducing admix conforming to ASTM C-494 Type A and K Sikament 300 or equal. Prohibited Admixtures: Calcium chloride, thiocyanates or admixtures containing more than 0.05% chloride ions are not permitted. SP-15 201-2 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. Furnish reinforcing bars cut to length and bent, chair, spacers, ties, and temperature steel necessary to complete reinforced concrete work shown on the Drawings. 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]: 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. 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 SP-16 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 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]: Bituminous Pavement [Replace second sentence with the following]: Saw cutting of edges to be joined is required. 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, Storm Drain or Pavement SP-17 Construction unless otherwise covered by specific bid item. Mobilization and demobilization in accordance with Section 9-3.4 of the Standard Specifications. 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. Provide for necessary traffic control, including all signs, barricades, flashers and flagmen necessary to maintain proper control along street rights of ' way and easements. 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. Removal and disposal of existing natural and artificial objectionable material within the limits of construction. Verification of existing locations and elevations as shown on the plans or directed by the ENGINEER other than that designated as "potholing." 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. 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. 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 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 SP-18 specified, including saw -cutting, loading, hauling, stockpiling and disposal. 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 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]: SP-19 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. 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]: SP-20 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. 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. SP-21 302-5.5 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 herein. Concrete in requirements. other agencies right-of-way shall be done as per other agencies permit 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. SP-22 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 the entire 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. 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 SP-23 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: Reinforcingbars No.'8 or smaller, shall be lapped at least 45 diameters of the smaller bar pp 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 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. SP-24 303-1.10 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 p 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 p , " "Slope Standard Specification, Section 53, "Air -Blown Mortar"and Section 7, 2 Slo e Protection" and 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]: SP-25 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 beddingfor underground conduits shall conform to plans and Section 306-1.2.1 of the t�' 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 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 SP-26 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. 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 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. SP-27 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. Pavement legends shall conform to CITY stencils. Stripes and pavement legends shall be reflectorized. LAYOUT, ALIGNMENT AND 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. APPLICATION 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. MEASTTREMENT AND PAYMENT Compensation for 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. �.C•vA"te),\7 Surfoce of Ground 0 Std. 4tannc.e 5 as =-.-,, l Frame 3 Cover - 1 :/4 _.a i..- ---., jj••-+.4 Place too 21/8 115/8°4 1+i— fra beneath frame rekj.• .1• f n ` d • ! Alternate --:�; • • • /' s. ; cross wire bend to dotted! ' • • line. 1. See "6 • cgzsr 5 o• co -'I t• • I e•01 : a • • ' 1 v• •. • 4' - 8 1,4" .- Class Concrete Outlet is •o Hoops h • A • • • • . y. Ni —J �i 2 1/2" r-•-• l 3 SECTION OF TOP RINGS (Pre -Cast R.C.7' • N ••+1 W 2 3/32" 4 V8'48"dia. CONE HALF -SECTION (Pre -Cast R:C) 14-- 4 1/8" ---I JOINT DETAIL NOTES..' I. See Std Detail Nos. III, I13 a 114 for drop a junction details and typical junctions. • 2. Eccentric cone may be used In lieu of concentric cones. 3. The lowest manhole step shall bl 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 c•manhole cover frame and shall project not more than 3 inside manhole. 5. All joints shall be mortared. 6. 3/4" f3 goly. iron' step or plastic steps per ASTM A-82, ASTM C-478, ASTM Type Il Grade 43758. 5/6/86 Type Steps ••4.1 S 7/20/84 CITY OF ,FONTANA CALIFORNIA STANDARD PRE -CAST MANHOLE Reinforced Concrete for 6" to 24u Pipe Scale = lu= 2' No. of Top Rings Drawn By Checked By Approved •: Dote "7":: C r N . iN CC2 ./yam STD. DETAIL 112 SEE STANDARDS I25A AND 1258 ON SEWER CLEANOUT BOXES- 411 V.C.P. RISER PROVIDE WATER TIGHT PLASTIC PLUG, W/ TIGHTENING 'BANpS-( CONSTRUCTION . NOTESs I. RESIDENTIAL SEWER SHALL BE 4" MINIMUM V.C.P PPIPE. WALL a ALL COMMERCIAL SEWER CONNECTIONS ALL BE 6- VC.P SEWER LATERAL, WYE & RISER.. 3.ALL SEWER CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL BE VITRIFIED CLAY PIPE. 4. CONCRETE BOX SHALL BE INSTALLED WHENEVER LATERAL RISER WILL BE IN A CONCRETE AREA, IE. DRIVEWAY SEE STANDARD DETAIL I25A. 5. PLASTIC BOX SHALL BE INSTALLED WI-ENEVER_. LATERAL RISER WILL BE IN TURF AREA, I E. PARKWAYS. SEE STANDARD DETAIL 125 8Revisocl 5-93 4 - 45 WYE 4"- 45WYE MIN. 2% SLOPE UNLESS OTHERWISE DIRECTED BY CITY ENGINEER;• ELEVATION CITY OF FONTANA, CALIFORNIA SEWER LATERAL HOUSE CLEANOUT n. t.'>a. LAP BY CM. CHECKED BY C.N APPROVED7w .k�'�1°� DATE * -/e. *9 EOF CAL' STD. OETAII 125 ASSEMBLY NOTES Center cross ` saddle shall , be one piece cast aluminum with drill through holes (SUPR LOK PRUF 990X or approved equal) for mounting sign with 3/8" x 1" hexcap bolts. • One piece 2" cast aluminum post cap with four (4) 3/8" stainless steel alien.• head set screws and drill through, holes (SUPR-LOK PRUF. 97SQX or approved equal) for mounting sign with 3/8" x 1" hexcap bolt: C. 2" non —perforated Uni-Strut or equivalent post. D. Blank sign material shall be aluminum extrusion of 6061T-6 Sign faces shall be 3M Hi -Intensity green reflective sheeting sides in accordance with manufacturer's specifications. NOT TO SCALE C, 0 Lettering shall be Highway Gothic C with D or E used where sign length permits. r' Letters shall be white reflective 3M high intensity grade sheeting or Siebulite a) super engineering grade sheeting. Rev. 10-31-95 OJTY OF FONTANA. CALI FO R N IA SIGN POST INSTALLATION Drawn By: H. Childress Checked By. CES Approved By ycitrRc Expires 12-31-9 Date• . it-i- is STD. DETAIL 1`39 SHEET 1 OF 3 Residential Intersection without stop signs LOWER VOLUME 2' min. F V ES 0" MIN. STOP 7' MIN. 4-6". HIGHER VOLUME 1' min. where lateral clearance is limited. 2" x 2" SQUARE POST QUICK PUNCH UNI—STRUT CORNER BOLTS OR 2 DRIVE RIVETS AT RIGHT ANGLE IN CENTER OF POST, APPROX. 1' FROM TOP OF ANCHOR SLEEVE. • • 6"=8' MIN. 30" WARNING AND REGULATORY SIGNS SEE NOTE 8 NOT TO SCALE CORE DRILL SAMPLE SIGN LOCATIONS + STREET NAME SIGN s*a S TC OE PLACED AT END of CURB RENON VMEN NO STOP S CNS ARE USED. 2'min.*: 10' MIN ;f . .I. WITH R-1 7' MIN. •/. . �. / ; 2.25" SQUARE STEEL ANCHOR SLEEVE • NON PERFORATED PLAN VIEW CITY OF _FONTANA, . CALIFORNIA SIGN POST INSTALLATION L 6'-8' 30" • MIN. I STREET NAME SIGNS SEE NOTE 8 CD 0 ri M SEE NOTES ON SHEET 3 OF 3 FOR o THESE AND OTHER TYPES OF SIGNS. Rev. 10-31-95 Drawn By H. Childress Checked By. Approved By.'� City Engines RCE 25126 Expires 12—r31-97 Date 1/-/•!r STD. DETAIL 139 SHEET 2 OF 3 KITES 1. See Standard Plan No. 139 Sheet 1 of 3 for street name sign details. 2. Signs shall conform to State of California specifications, unless otherwise approved or directed by the City Traffic Engineer. Warning and Regulatory Signs shall be 'a . minimum 30" on Local. Residential Streets. New and relocated signs shall be installed using Quick Punch posts and non -perforated anchor sleeves or approved equals. Posts and sleeves shall be galvanized. 4. Sign posts shall be 2" x 2" and of sufficient length to extend from the top of the sign(s) to between 6 and 8 inches into the anchor sleeve and provide 7 feet of clearance between finished grade and the bottom of the sign(s). 5. Anchor sleeves shall be 2-1/4" x 2-1/4" x 30" long and shall extend 4 to 6 inches above finished grade after installed. Anchor sleeve shall be driven Into compacted soil. 6. Posts shall be attached to the anchor sleeves using Uni-Strut corner bolts or two Uni-Strut drive rivets at right angles to each other. 7. Signs shall be attached to posts- using Uni-Strut drive rivets or other City approved techniques. 8. All (R-1) stop signs shall bp made with high intensity grade reflective material. Stop sign locations shall conform to the CALTRANS Traffic Manual. CITY OF FONTANA, CALIFORNIA SIGN POST INSTALLATION Drawn By H. Childress Checked By: CES Approved By± City Engineer RCE 25126 Expires 12-31-97 Date- i/- i- Su - STD. DETAIL 139. SHEET 3 OF 3 DIKE SHALL BE'_CONSTRUCTED OF TYPE B ASPHALT' CONCRETE. PAINT BINDER SHALL BE PLACED ON EXISTING ASPHALT CONCRETE PAVEMENT. PRIOR 'TO THE' INSTALLATION OF THE DIKE. SAN BERNARDINO COUNTY ROAD DEPARTMENT DATE: F. V. C. i-43 M. A. Nicholas COUNTY ENGINEER ASPHALT CONCRETE DIKE Ill VARIES CATCH BASIN "X' OPENING 8" CURB FACE CURB LINE FLOW LINE7l I/2" EXPANSION JOINT -8"CURB FACE .DIRECTION OF FLOW SEE NOTE 2 STRAIGHT 7 GRADE Ft oGNT EQUAL CURB FACES GRA soGE LtN2 STRAIGHT GRADE OR SEE NOTE 2 c SEE /NOT E 2 • /2 EXPANSION JOINT-' STRAIGHT GRADE TYPE A VARIES SEE NOTE 2 8" CURB FACE rI/2 EXPANSION JOINT SEE NOTE 2 STRAIGHT GRADE 8" CURB FACE EQUAL CURB FACES STRAIGHT GRADE RIDGE LINE STRAIGHT GRADE OR SEE NOTE 2 TYPE B I/2" EXPANSION JOINT STRAIGHT' GRADE L S?RQ4 FL cr4 SEE NOTE 2 NOTES: I. LOCAL DEPRESSION SHALL BE CONSTRUCTED OF CLASS B CONCRETE 8" THICK. 2. ELEVATIONS SHALL BE SHOWN ON CONSTRUCTION PLANS. THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL CONFORM TO FINISHED STREET SURFACE. 3. SPECIAL DETAILS GOVERNING THE CONSTRUCTION ON A VERTICAL CURVE SHALL BE SHOWN ON CONSTRUCTION PLANS. SAN BERNARDINO COUNTY ROAD DEPARTMENT DATE: ZP.so C. 4. G'3 rZo s•B4 KEN A. MILLER DIRECTOR OF 'TRANSPORTATION LOCAL DEPRESSION 203 B 3/ " 73" /2" .r 3/4" DIA. PICK HOLE 22" DIAMETER CLEAR OPENING 233A" DIA. COVER `sN 2" 1 ® L1 ` x I: 22" DIA. CLEAR OPENING 26" DIA. MATERIAL: CAST IRON (ASPHALT COATED OR GALVANIZED) ;• 0• NOTES I. SEATS OF FRAME AND COVER SHALL BE MACHINED TO PREVENT NOISE. 2. TOTAL WEIGHT OF FRAME AND COVER APPROX. 130 LBS. 3. MINIMUM CLEAR OPENING 22" DIAMETER. ALL OTHER DIMENSIONS ARE NOMINAL. ALHAMBRA A-I530 OR EQUIVALENT SAN BERNARDINO COUNTY ROAD DEPARTMENT DATE: P.KL 7.65 LJ.F- 7.TA John R. Shone COUNTY HIGHWAY ENGINEER MANHOLE FRAME & COVER- PARKWAY 204 SECTION COVER NOTES: 1. SEATS OF FRAME AND COVER SHALL BE MACHINED TO PREVENT NOISE. 2. TOTAL WEIGHT OF FRAME AND COVERS - 580 lbs MIN. 3. MATERIAL: CAST IRON (BITUMINOUS COATED). 4. SURFACE` OF LETTERS SHALL BE FLUSH WITH FINISHED SURFACE OF COVER SAN BERNARDINO COUNTY TRANS. DEPT. KEN A. MILLER Director of Transportation 36" MANHOLE FRAME Sc COVER /4.1.O.C. 6" 18' LAP. 1401.0.C. • min] LENGTHS OVER 7' A FOR SUPPORT BOLT SHALL BE USED (SEE STANDARD /206A) 'OR81 UNE ` 1/4' EXPANSION -- NATER1AL -FLOW LINE • SLOPE 1:48 3• 2' cLR. GALV. STEEL STEPS BELOW MANHOLE SEE STD.NO, 206E OPTIONAL SL 1' aE FLOOR 'ER MIN ALL DIRECTIONS WEL SMOOYH • • 2' CURB OPENING DETAIN. STD-NO.206A • /4. 1. O.C. !I', r LOCAL DEPRESSION STD.NO. 203 fP5 PE TYPE k S 2 SHILL BE , THICNOVE59 s PHALLtL E SHOWN ON PLNNS FOR METAL PIPE • :r•. . • a. SECTION A —A NOT TO SCALE NOTES: 1. ALL REINFORCING SHALL BE /4 BARS 0 1 O.C. BOTH WAYS IN TOP SLAB AND WALLS. 2. CATCH BASIN SHALL BE CONSTRUCTED OF CLASS A' CONCRETE. 3. CURB & GUTTER ADJOINING CATCH BASIN SHALL BE CONSTRUCTED PRIOR TO CONSTRUCTING TOP OF CATCH BASIN. DETAIL OF 'REINFORCEMENT AROUND PIPE SAN BERNARDINO COUNTY TRANS. DEPT. KEN A. MILLER Director of Tronsportotion TYPE ,,A11 CATCH BASIN 206 I/4"R • GUTTER . FLOW LNE .. • . ▪ • 4• • • NOTES: 1. ' A PLAIN ROUND GALVANIZED STEEL PROTECTION BAR 3/4" IN DIA. SHALL BE INSTALLED AND EMBEDED 6"AT EACH END. 2. ALL EXPOSED METAL PARTS SHALL BE GALVANIZED.(EXCEPT FRAME AND COVER). 3. SUPPORT BOLTS SHALL BE UNIFORMLY SPACED BUT NOT TO EXCEED 7' ON CENTER. 4, STEEL ANGLE SHALL BE BENT TO MATCH CURB ALIGNMENT. SLOPE 1/4":1' • PROTECTION BAR 3/4" 0 GALVANIZED I/2" ROUND STIRRUP ' x`I'-9" SUPPORT BOLT (ALHAMBRA FOUNDRY A-1572 OR EQUAL) • y . • OPTIONAL HOOK • 8„ STEEL ANGLE & SUPPORT BOLT DETAIL „MIN.--y 105 ° i6 GALV. STEEL ANGLE 3 ye_ e_1/2" O STEEL- ANCHOR AT 3'-0" O.C. (MAX.) / LENGTH SHALL BE OPENING WIDTH PLUS 12 INCHES STEEL ANGLE ANCHOR OPTIONAL ANCHOR (I/2"x 6" STUDS) SAN BERNARDINOCOUNTY TRANS.DEPT. L.J.F.I2-74 John R. Shone' Director of Transportation CATCH BASIN OPENING 206a 1" MIN. 3/4" NOTES: 1. STEPS NONE REQUIRED WHERE 'V' IS 3'-6" OR LESS. INSTALL ONE STEP 16t ABOVE FLOOR WHEN "V' IS MORE THAN 3'-5" & LESS THAN 5'-0". WHERE "V' IS MORE THAN 5'0" STEPS SHALL BE EVENLY SPACED 0 12't INTERVALS FROM 16"t ABOVE THE FLOOR TO WITHIN 12't FROM THE TOP OF THE BOX. PLACE STEPS IN WALL WITHOUT PIPE OPENINGS AND UNDER MANHOLE. CATCH BASIN WAL STEPS SHALL BE ALHAMBRA FOUNDARY A-3320, A-3315 OR EQUAL. SAN BERNARDINO COUNTY TRANS. DEPT. KEN A. MILLER Director of Transportation GALVANIZED STEEL STEP 206B GROUND SURFACE PREPARED PER SSPWC CONCRETE CRADLE 75mm (3•) CASE SPECIAL CRADLE 75mm (3') •X" NO. OF I3M (•4) BARS SPACED EVENLY CONCRETE ENCASEMENT 75mm (3") 7�5�mn (3') I3M(44) BARS CASE IV SPECIAL ENCASEMENT SCHEDULE OF DIMENSIONS AND REINFORCING BARS FOR SPECIAL CRADLE - CASE III ,O, (DIAMETER) 'X' THICKNESS NO. OF 13M004) BARS YI Y2 150mm (6") 2 I00mm(41 200mm (8") 200mm (8") ' 4 130mm (5") 250mm (10") 250mm (10") 4 150mm (6") 300mm (12") 300mm (I2") 4 180mm (7") 380mm (15') 380mm (15') 5 230mm (9") 480mm (19") 460mm (18") 5 250mm (10') 560mm (22') 530mm (21") 6 300mm (121 660mm (26") 600mm (24') 6 330mm (13") 710mm'(28")' LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD PLAN METRIC, ' 2023 2. APPROVED Clzi77C- s,4.4.44..",aw 5/31/1992 DATE DIRECTOR OF PUBLIC WORKS 1995. 1999 REVISIONS SHEET -I OF 2 NOTES I. EXTEND BOTH ENDS OF CR,ADLE OR ENCASEMENT TO A POINT 25mm(I") SHORT OF FIRST PIPE JOINT BEYOND LOCATIONS SPECIFIED ON PLANS. 25mm(I") ///-////////// --- I i //77// ////, PLAN VIEW 25mm(I") APPLY FORM OIL, THIN PLASTIC SHEET, OR OTHER ACCEPTABLE MATERIAL TO PIPE. TO. PREVENT BOND BETWEEN PIPE AND CONCRETE: USE CLASS 265-C-I4(420-C-2000) CONCRETE FOR ALL CASES. CONDITIONS OF REQUIRED USE= CASE I - CONCRETE CRADLE I. WHEN OVERBURDEN DEPTH IS GREATER THAN 6.Im(20'). 2. AS A SUPPORT WHEN CROSSING OVER A STRUCTURE WITH A CLEARANCE LESS THAN 450mm(I.5') AND GREATER THAN I50mm(0.5'). 3. WHEN WITHIN A 45° ANGLE DOWNWARD FROM THE BOTTOM OF A FOOTING. CASE II - CONCRETE ENCASEMENT I. WHEN CROSSING UNDER 'A STRUCTURE WITH A CLEARANCE LESS THAN 450mm(I.5') AND GREATER THAN I5Omm(0.5'). 2. WHEN COVER DIRT IS LESS THAN I.2m(4'). 3. WHEN LESS THAN 900mm(3') FROM A POWER POLE. CASE III SPECIAL CRADLE I. AS A SUPPORT WHEN CROSSING OVER A TRENCH GREATER THAN 1.2m(4')' IN WIDTH SEE APWA STANDARD PLAN 224. CASE IV - SPECIAL ENCASEMENT I. WHEN CROSSING UNDER A STRUCTURE WITH A WIDTH GREATER THAN I.5m(5') AND A CLEARANCE LESS THAN 450mm(I.5') AND GREATER THAN I50mm(0.5'). 2. WHEN WITHIN 3m(10') OF A PRESSURIZED WATER MAIN, OR WITHIN 7.6m(25') OF A GRAVITY FLOW WATER MAIN. 5. DIMENSIONS SHOWN ON THE PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR. CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES FOR CONSTRUCTION SHALL BE ENGLISH VALUES. LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS CRADLING AND ENCASEMENT STANDARD PLAN METRIC 2023 SHEET 2 OF 2 1 — In r r 1— —. --- M MINI . r— r 8 N 1 CENTERLINES (2 LANE HIGHWAYS) DETAIL 17' T'»}�—R'--{«7M ,. . DETAIL 2 48 " 81/27T-4-8/ ® ; DETAIL 4 000 000'ra uems. : --14' I - -H 4' l - DETAIL 5 DETAIL 6 DETAIL 7 48' 36' 12'—.1 IB•—�T— I2'--�— 18' 48' •' F'— 18'---f--12 —'ice— 18' I 0 10000 LEGEND MARKER DETAILS MARKERS -. . 0 TYPE A White Non -reflective TYPE AY Yellow Non-reflective ® TYPE C Red -clear Reflective TYPE D. Two-way Yellow Reflective 0 TYPE G One-way Clear Reflective ®. TYPE H one-wcy Yellow Reflective LINES 4" White 4" Yellow Direction of Travel NOTES, �S 0J2"to.05' ai Reflective Face T TYPE A & TYPE AY 4.00"a 4.00" r20J25"I I t 0.125"..• l \� 0.40"-0.750.40"-0.757j / too 0 0 o TYPE C & TYPE G & TYPE D TYPE H • I. Minimum projected area of reflective_ face = L00 square Indh 2. Reflective markers need not be rectangular 3. Detail 3 deleted. LANELINES (MULTILANE HIGHWAYS) DETAIL 8 = = = DETAIL 9 48' 7'..I— IT'-4F7'-44/2 0 0 DETAIL 10 II 48' Dl 000 000 0 �► ..I4'1 — DETAIL II —N.- 1•--12' I 1 DETAIL 12 36' 7— I 48 0 _ IB'� DETAIL 13 r 48' � -- I I8'--.I� 12'-•1---IB' _— Dl 0000 -441 DETAIL 14 144 ��. �W412'-I� 48.-1- 8I 48' ID 0000 Di 0000 DI 0000 DETAIL 14 S I144'-%2MIle—I 1441-1/2M1Ie-1II144'h— 300'—. DETAIL 13 GIST COUNTY ROU7t TOTSttPe0.RCT TIS.�[TS RECR RED Cz4V11.11 July I, 1992 PLANS APPROVAL OATS NO PASSING ZONES -ONE DIRECTION DETAIL 15 T rr I-8Y'--1-7'-r8W. r7'-I 48'131 0 .... DETAIL 16 ,,.,.,.,........ _ .:.:.:.:.:.:e•:•y iT DETAIL DETAIL DETAIL DETAIL ® ® ®T2" �)♦ 1. — 24 • 1 24 48 • — F-g•�l^6•r'I�6'_'r— 24 . I 17 0 cope la 000 :•.�3" 1200000100000IT ter. --i 4' 6- 4. 1 -12' I 36.1.... 18 18'-----I.— 12'--I^ le' —'I 3" ®.. ®1 19 s 1T -.Al.: I--24' ® 24'—.1 I2" CS EI 18'--1-12' 1 18' 4 r3" 20 ® 0000 0! 1100000100000IT NO PASSING ZONES -TWO DIRECTIONS DETAIL 21 /3" T - 0 24' 0 24 t1 2 "Li 3.. 0 0 ®-( 24' 24' r —� 131000001230000121 i3.. 23 0000000000000T _ �► _ _ _I 4.1_ _. STATE OF CALIFORNIA f DEPARTMENT OF TRANSPORTATION PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS NO SCALE I-A2OA t DETAIL 22 DETAIL ■r11111■■ 1 r — *■ a 1 — 1 r. M — ■■ r 12 INCH GRID I �{ Iz•• A=25 SOFT. TYPE I (I8) ARROW Q NCH GRD,. I A.31SOFT TYPE I (24) ARROW 3' MIN MUM MEI MEM 1111111Ii ■1111N ■1111■ ■1111■ ■ MI INCH GRID A.I4 SOFT TYPE 1(10) ARROW 12 NCH GRID 1 tr A.15 SOFT Imo. TYPE IV (L) ARROW (FOR TYPE IV(R) ARROW. - USE MIRROR IMAGE) 6 1 ■■��, ■■ ■■ilINI I■ri■1111■ ■■►'■■a ■o■■■�� •U VAI IWINN■I I1®■■■■ E■■■■■ MINIM ■■■■■■ ■I■■■■ MINI■■/ MECUM 12 NCH GRID 20' A.42 SOFT - TYPE V ARROW RIGHT LANE DROP ARROW (FOR LEFT LANE. - USE MIRROR IMAGE If 12 INCH CRC --►� l2" G-- A•36 SOFT TYPE VIII ARROW 7 -3 12 NCH GRID -. A.27 SOFT - TYPE VII (L) ARROW: (FOR TYPE VII (R) ARROW. USE MIRROR IMAGE) MST COUNTY noun TOTALTMIO.ECT MOS July 1. 1992 PLAME APPROVAL DATE A=33 SOFT TYPE V ARROW NOTE: MINOR VARIATIONS IN DAffMSONS MAY BE ACCEPTED BY TIE ENGINEER. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PAVEMENT MARKINGS ARROWS NO SCALE l A24A 1 111111 111111 NIS - r INN r- 1- M M 11►1111111111111iIII111111111III111111 1110111111 UI1111'11111111111111u11 IIL11 IIC111111111111111111111111111111111111 I11I1111II1I1I11I111I1111II111111111 1111111111111111111111111111111111 11,111111111I111111111 I11111111111111 111fd111111111!11111fW1111'lI1111GIII1111i1 1111111111111111111111111111L1111111111111111 111111111111111111111I111111I IIIIII11111111111 IIIIIIII111II11III IIII111II11II111111IIIII1 11111111111111111111111111111111111111111111 1 n U A=43 SOFT 4" -1 1 f A=35 SOFT 4-1f 1 4 A=10 SOFT NOTES -` (I) If a message consists of more than one word. It should • (31 Minor -variations in dimensions may be read "UP". I.e" the first word should be nearest the driver. accepted by the Engineer. (2) The space between words should be at least four times - (4) Portions of a letter. number -or symbol the height of the characters for low speed roods. but may be separated by connecting segments not more than ten times the height of the characters not to exceed 2" in width. The spoce may be reduced appropriately where there Is - -. ttmited space because of local conditions - r _f_4" 2"HI I`T A=32 SOFT i h U 1 A=42 SOFT i i1 r 1 n i A=31 SOFT 4"—I F T U 1 • t n 1 1 T A=24 SOFT 4"-H F- T �IIII -8" A=19 SOFT 8 A=23 SOFT 4"—, f- A=I9 SOFT 4^-.I f 8. LT A=26 SOFT 4."1 1 A=26 SOFT ITEM xwG AHEAD WAIT LANE RIGHT SOFT 21 31 6 26 ITEM YIELD scHOOL SIGNAL TURN HERE iw Ids 8" T A=21 SOFT 4"" F T A=I8 SOFT 4".-11,. WORD MARKINGS SOFT 24 35 32 24 26 ITEM BIKE SLOW STOP LEFT SOFT 5 23 22 19 ITEM PED COMPACT RUNAWAY VEHICLES SOFT 18 43- 42 8" MST COUNTY ROUTE tay j pao Ehcv 51%T ST.DSE 5 REGISTERED CM. D July 1. 1992 PLANS APPROVAL DATE n J rti I T A=22 SOFT 4. A=6 SOFT 2"-.I F- J r 4'. A=5 SOFT 2"-I STATE OF CALIFORNIA _ DEPARTMENT OF TRANSPORTATION PAVEMENT MARKINGS WORDS NO SCALE I A 24D Y1d *G1S 1V A=24 SQFT J 1 r8" 4.� A=23 SOFT 1I U 18" 4'—� !�j A=I7 SOFT NOTES J U J r8" A=27 SOFT m If a message consists of more than one word. It should read "11P".I.e..the-first word should be nearest the driver. 12) The space between words should be at least four limes the height of thecharactersfor low speed roads, but not more than ten times the height. of the characters. The space may be reduced appropriately where there is limited space because of local conditions.- II r 4 •H A=24 SOFT fl it r8" A=5 SOFT (3) J Minor Variations In dimensions may be accepted by the Engineer. I4) Portions of a letter. number or symbol may be separated by connecting segments. not to exceed 2" in width. 15) Crosswalks contiguous to school grounds are to be 12" yellow Ones In place of 2" white shown. 1 A=21 SOFT U V "8" A=20 SOFT L.) Ia.... V-1 HT A=22 SQFT MT COUNTY ROVE TOT4T�,CT CROSSWALK AND LIMIT LINE See Note 5 / I2" White L)ne -. !/ I WORD MARKINGS ITEM SOFT ITEM SOFT LANE 24 NO 5 POOL 23 BIKE 21 CAR 17 BUS 20 CLEAR 27 ONLY. 22 KEEP 24 - - - STATE OF CALFORNIA • DEPARTMENT OF TRANSPORTATION PAVEMENT MARKINGS WORDS AND CROSSWALKS NOSCALE t TOL T NV1d 'alS .11 m A24E viol Imo sou a Nilo'<viol aims am alio mos woo soul loom s 75 mm- Min -�1._ q-38 mm Max ilk T Soil embedded-' 200 to 300 mml Roils 200 to 300 mm'I Roll 200 to 300 mm1 Min 75 x 300 mm - retroreflective sheeting 56 no,' MIn Surfoce mount. CHANNELIZERS White stripes Orange stripes 45 //// Aar /. / rAr 1.2m MIn '00. 'K0\ r410\ '00. TYPE III BARRICADE E Edge of troveled way 75 mm Min mm Max 1iT Min 75x300 mm -.- retroreflective sheeting 3.6 m Max Poved shoulder 56 mm Min 0.6 to 1.8 m -= DELINEATOR POSITIONING FLEXIBLE POST . CLASS I DELINEATOR White stripes Orange stripes 200 to 300 mm= Rails 200 to 300 mmT x. A45° 1. 0.6 m Min .1 E White. stripes Orange stripes 45° 200 to 300 mm Roll m Min 0 'A, '4 'o,, TYPE II BARRICADE TYPE I BARRICADE See Note A BARRICADES (see Note 3) Only face of roils shown. Barricade construction materials and supports as specified In the specifications. BARRICADE - TYPE 1 . - TYPE 11 - TYPE III Width of Rail 200 mm Min-300 no, Max' 200 mm Min-300 mm Mox - 200 mm Min-300 mm Max' Length of Roll 0.6 m Min . 0.6 m Min 1.2 m Min Width of Stripes -• + 150 mm. - 150 mm 150 no,, Height - 0.9 m Min - - 0.9 m Min 1.5 m-Min. Number of Faces Retr cetive Rail 2 (one each. direction) 4 (two each directlonl 3If fadnq traffic In one direction 6 If facing traffic In two direction • For thewooden option dimensions are nominal umber dimensions. • • For rolls less than 0.9 m long,100 mm wide sir pes shall be used - NOTE'A Barricades to have a minimum of 0.17 m2 (174.204 mm2)of retroreflective area facing traffic when used on freeways. expressways. and other high speed highways. OIET = Callrans Caen, ROUTE KOTI.I.TPROJECT POST SHEET HO. TOTEL SHEETS 'Mc I DELINEATORS TYPE RETROREFLECTIVE SHEETING FRONT. - - BACK - - - - - E - White White (See Note 11 F White' - - None'.- G Yellow - -. None - 1 Yellow Yellow (See Note II J. Red None NOTES I, The retroreflective sheeting used on the back of delineator shall be a minimum size of 75 mm x 75 mm. 2. The type of delineator to be Installed will be designated on the plans. 3. All barricade stripes shall be retroreflective. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DELINEATORS, CHANNELIZERS AND BARRICADES NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. A73C •a1S 6661. r— a z• 25 IIIIII INN IIIIIII INN I SPAN IFt1 4 5 -_ 6 7 8 IEIGHT 1Ft) 2 3 4 2 3 4 5 3 -4 5 -6 3 4 - 5 6 7 4 5 6 7 8 Maximum Earth Cover 0't) q 20 10 20 10 20 IQ 20 10 20 10 20 10 20 10 20 10 .0_10 20 10 20 i0 20 10 20 10 20 10 20 10 20 10 2 q 20 10 20 10 20 0 20 10 y u' Roof Ti (Inch) 7 7 T T T 7 T%z 71/x 7fx T'/2 T'l: T'/2 T'{ T� 8 8 8 8 8 8 8 8 B 9 B 9 8 9 8%x 9 8%t 9 B%x 9'�t Bf/i 9'/ 8%x I0 8'/x q 8%x NalIs T2 Itichl 6 6 6 6- 6 6% 6 6 6 6 6 7 6, z 71/ 6 6 6 7 6%2 7'/t T 8%t 6 6 6 7 6%z 7%2 7 8%t 8 9'/t 6 7 61(z 7I�2, 7 8'/t 8 9%t 8%2 10'/z 10 Invert T3 (Inch) 6 6 6 6 -6 6/2 6'/ 7 6'/,2 7 6f 7 6/2 7 7 8 7 1 7 8 7 8 8 9 8 9 8 9 8 9 8 9 8 9%t 8 10 8 0 8 10 8 •Spacing o °° (Inds 7 7 7 7 7 7 811/2 6 8/x 51/z 811/2 5''/ 8I/2 5/z 7' 5 Tyi 5 7%2 5 7%z 4'/2 6'/t 5 6%z 4%z 6%I 51Jz 6%t 5%t 6'1x 5'/t 6 5 6 5 6 4'/z 6 5 6 4'/z "a" Size Bar • 6 6 6 6 6 6 7 6 7 6 7 6 7 6 7 6 7 6 7 6 7 6 7 6 7 67 77 7 7 7 7 77 77 7 7 7 7 7 "e" Size Bar • 4 4 4 5 5 6 4 4 4 4 5 5 6 6 4 4 5 5 6 6 1_ 6 4 4 5 5 6 6 6 7 7 7 5 5 5 6 6 6 6 7 7. 7 o Concrete - - CF/LF 7.4 7.4 8,4 8.4 9.4 10J 8.9 92 10.0 102 ILO 12.0 12.5 13.7 11.7 12.3 12.7 142 142 15.9 15.9 18.3 13.7 14.9 14.6 16.8 16J 18.5 18J 240 20.723.8 16.4 19.0 17.9 2U 19.5 24J 22J 26.9 24J 30J } Retnforcement L8/LF 48 48 50 55 58 67 58 60 58 68 67 81 82 105 70 81 82 96 97 120 124 148 94 94 105 118 121 147 00 177 160 192 123 151 131 171 137 198 160 215 192 252 SPAN -.. (Ft) q 2 (4 IEIGHT IFt) 5 - 6 7 8 ` 9 10 6 7 8 9 10 II - 12 7 8 9 10 1 - 12. 13 14 Moxlmum Earth Cover (F51 0 20 (0 20 10 20 10 20 0 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 0 20 ID 20 10 20 IO 20 q UWallas Roof Ti male 8 10'/: B q'/: 8 10'/z 8 q'/z B q'/�� 8' I I B%z 12 B� 12 8�/z 12 B%z 12 B/i 12 9' t 12 9'/ 12 9'/ 14 9'/ 14 9' 14 9'/: 14 I0 14 q 14 10'/z 14 11 14 T2 (Inch) 8 8 8 9 8 9 8 10 8fz 1 /z / 0 2 8 10 8/2 (0'� 8t/z IO/x 8%z II /} 9 12'%r 19/z IWW2 15 9'jz II y}LI//= W2 l/r 10 R'/z Id/z 14 11/ 15 12'/z 16'/z 15 13'I if/z 17'/z 5 Invert - 77 Mete 8 II 8 II 8 11 8 I1 8 II B z 11 81z 12'/z - 9 12'%z 9 12'/z 9 21/z 9 (2/z i12 9 2 13 10 13 10 M/z I0 14jz 0 I4/ (0 Hlx 10'/2 MYz : 5 11 Reinforcement Spacing (Inch) 13 12 12 12 11 11 10 11 11 10 11 10 9 10 9 10 9 10 8 10 8 10 10 9 9 8 10 9 10 9 10 8 (0 8 (0 8 8 10 10 10 10 9 •. "0' Size Bar • 6 7 6 7 6 7 6 7 6 6 6 6 6 7 6 7 6 7 6 7 6 7 6 6 6 6 7 7 7 7 7 7 7 7 7 7 6 7 6 7 6 7 "b" Size Bar • 6 7 6 7 6 7 6 7 6 6 7 7 6 7 6 7 6 7 6_7 6 7 7 7 6 7 6 7 7 7 7 7 7 7 1 7 6 8 7 8 7 8 Dimension "8" lft-hd9 2-I 12-11 2-I 1 3-0 2-11 3-9 2-I 13-9 2-I 1 3-9 2-I 13-9 3-1 3-2, 3-9 3-9 3-9 3-9 3-7 3-9 3-7 4-4 3-7 4-4 4-4 4-4 2-9 4-2 3-4 4-4 3-4 4-6 3-4 4.6 3-6 4-6 3-6 4-6 3-6 4.6 4-9 6-0 Dimension "Per 1Ft-hch1 4-10 5-0 4-10 5-0 4-I0 5-0 4-I0 5-0 4-10 5-0 4-7 4-7 6-0 5-10 6-2 6-7 6-2 6-7 4-11 4-11 4-11 4-11 4-11 4-11 4-4 4-4 6-5 7-0 7-0 8-4 7-0 8-4 6-0 6-0 6-0 6-0 6-0 6-0 5-0 6-0 4-6 6-0 c Size Bar -• 6 7 6 7 6 7 6 7- 7 7 77 6 7 6 7 67 6 7 6 7 7 7 7- 7 7 7 7 7 7 77 7 7 7 7 18 8 8 8 B Dimension "C"fftim4e 3-4 3-4 7-4 4-8 7-7 4-8 8-2 4-8 7-7 4-8 7-7 4-8 4-4 3-7 8-1 5-7 8-1 5-7 8-1 5-7 8-1 5-7 8-1 5-7 8-1 5-7 4-0 4-2 6-9 6-9 5-10 5-* 6-0 6-4 8-11 6-4 8-11 6-4 8-II 6-4 8-11 6-4 •"e"Size Bar • 4 4 4 4 4 4 4 4 4 4 5 5 4 4 -4 4 4 4 4 4 4 4 5 5 5 5 4 4 4 4 4 4 4 4 4 4 4 5 6 6 6 6 o Concrete - - CF/LF 2L6 26.8 23.0 29.5 24.3 31.0 25.6 34J 27.8 37.7 32J 42.3 26.8 37.7 29.3 404,302 4L9 322 45.4 34.5 49,8 40.7 542 45.4 59.9 36.2 51,0 37 8 53Z 39.354.9 41.9 58.7 45.9 642 49,9 69,5 55.6 75.8 61.6 81,} 759 ge Reinforcements 16/15 19I 267 233 285 260 325 300 339 314 327 360 373 295 362 353 409 365 420 402 413 415 424 440 471 468 534 374 47I 449[522 446 587 449 580 492 596 537 605 564 634 604 Optional Const Jt_ --Yellin fillets "a" U bora See Note 4 _ IX. 11 •4 r--- 025 S 1"0" bars or II •4 RCB--. See Note T-M .-"e" 3 or'1j 45 Tee lap bars •4 C 818-I'�See Nate 4 - - - 2" Cs' Tva Lonat Jt C0n8t t tive Covet J "i- .4- . 1 See N01e 4 .18 Max Typ - I 0' 1" a" bare 0"bgrs 3/4"Min fMat8_' %::/ Optional Const JtJJ '' 11 , 91. •4 "d" bars 0.25 S 11 e"Dorm•• i� or •4 • 18 Max See Note 5 for cover over 10' .._ Se .47 •IB - ,,' --•4 total3 •4 •(BMoz ---I. Alternative Const Jt rL RCB "a"bars Conat'Jt •4 Clr Typ • TYPICAL SECTION - V: Soon I T2 SPANS 4' THRU 8' TYPICAL SECTION - SPANS 10' THRU 14' "5" bars "c" bore "a" bars See Note 6 Note 7 z Spat) ROOF SECTION SPANS 10' THRU 14' INVERT S8ALAR "b" bars "0" bore 1/1 "e" bars See Note 5 WALL SECTION SPANS 10' THRU 14' Invert Elev FLAT INVERT NOTES DST MOM Keenn 701O.. P00 CT Ipf allot "d" bora, for earth covers up to and Includl 10' Span - Number 4' 5 5' 6 6' 7 7' 8 8' 9 (0' (0 (2 14' 12 16 Span. 1 Invert Elev Slope Slope 60 - Invert Elev 5--/--4tRy- T3 SLOPED INVERT 7- Slope 4_t1-. ` hvert Elev V INVERT TRAPEZOIDAL INVERT ALTERNATIVE INVERTS I. For boxes with span or height less than any of those shown In table. use next greater size box concrete dimensions and reinforcement. - - Make necessary changes In borlengthsand quantities, 2. Quantities are'approxtmote and for design purposes only. -: 3. For boxes with span or height orcovergreater than those shown In tables. a special design is required. 4. It T. permissoble to elminote the 180° hooks on every other bor. 5. "e" bars are of half spacing (spans I0'-14' only). 6. "d' bars ore at half spacing lemons I0'-14' only). 7. Provide paving notch when top Is exposed and when pavement Is portlond cement concrete. anal adjust. quantitles. - - -. 8, For design and details not "shown. see Standard Plan 082.. - 9, For exposed top. provide •4 it 18 00eh way I2' lap "c" bars or fun spoil and adjust.. - STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CAST -IN -PLACE REINFORCED CONCRETE SINGLE BOX CULVERT NO SCALE ID8O Ndld 4.CS 00 0 LOR GH SoilEOTECEngineering ♦NICAL GeologyGROUP, INC. ♦ Environmental SUBSURFACE SOILS INVESTIGATION PROPOSED GRAVITY SEWER PHASE II, REACHES II, IV, V, AND VI AND PHASE III, REACHES VII AND VIII 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 ♦ 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. Thorton 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 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 Distribution: Addressee (6) 10 6121 Quail Valley Court ♦ Riverside, California 92507 A (909) 653-1760 A Fax (909) 653-1741 :1 1 1 1 1 1 1 1 1 1 TABLE OF CONTENTS INTRODUCTION . PROJECT CONSIDERATIONS FIELD INVESTIGATION LABORATORY TESTING PROGRAM . SUBSURFACE CONDITIONS CONCLUSIONS RECOMMENDATIONS............ . Pipeline Construction . LIMITATIONS . CLOSURE ..... APPENDICES Appendix A' Index Map and Plat Appendix B - Field Investigation and Boring Logs Appendix C - Laboratory Testing Program L.D. King, Inc. 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 Stover Avenue between Sierra Avenue and Poplar Avenue, and within Stover Avenue between Hemlock Avenue and Cherry Avenue. The proposed gravity sewer will also be installed along Cherry and Citrus Avenues between Stover 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. 1 LOB' 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 surfac e. 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 VII I indicate that the soil profile `y 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 LOR GEOTECHNICAL GROUP, INC. L.D. King, Inc. August 10, 1999 Project No. 61228.12 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. 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 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 The natural soils are generally suitable for use as tench 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 LOR GEOTECHNICAL GROUP, INC. 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). 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, Inca and their designates, for the purposes described earlier. It may not contain sufficient information for other uses or the purposesof 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. LOR GEOTECHNICAL GROUP, INC.' Project No. 61228.12 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. 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. Andrew A. Tardie Staff Geologist Leuer, GE 2030, ident AAT:JPL:qam LOR GEOTECHNICAL GROUP, INC. ., I I 1 I l I I I I I 1 LOR GEOTECHNICAL GROUP, INC. APPENDIX A a ter. 1 1 1 ale 'rim ammo s r— air UI . s O— MOO INN • - - - • •.:� `�, I �.i -i .• I/ ' i. J,1_ . Wit' :.. 1• •.• . + , i .::_s • • • labs '.�.. ...!J �` rz 1 y LEY..' ` /0JJ _ • BLVo • -..• '• •.:•!/!5' ' • fi •� v.1 •.6 c 2d S' , 11 , C ,o �: 4 TrailerC • ?• 7 •23 •,: s T.� I x '0"i i •I Park .. i • Park al •�.0 9rive"in; .` ' ••t•• _ 1Nell �-- _ n �•1�� •� 1 .E ••' • • . 1... •. Theater' / r_Lwl •'''' • '-$A-N--' `S RTJ;4-Rt2tNa .•. ♦ 4 LAw£• s,.. -A- -,1� .�� I. _ I , 9 4J•1 I " F -••-. .4- 1 ♦LANE II\, 1... \ II it \• • I II. •I II • • • • .... 1 I I• 1- L`•� I •• ••...:Ilp •� :II • eaYte •o,I4..,• •. •.• •.I•• •Arc .. • • I• 1 ...i •-" . . •• .. • • • • +•• ••..I'.. -.-, ;• SITE• =-- =�= �ra�- —•' ,oa9 1000 0 1000 2000 �>\,\1• • • l • r , •• • SITE _ I, ` n '040 '. `�=�__7�- •- -_ i II 1 • .Q • •• • I�Q- 11 J f •cc o �• • II► it '-�_ II •' .. 4 cc �-- _----1 I 992I I - _ 26 Radio, I F CililY �•�' 1 I • 1/O/a� •1• -------- '- Jurupa Hills • .II! 11 /049 y �ves.,I� •. -it=_=m=a��m==-___ - _] ••= _ ____ ._ -1=--fi!__. __—,cr _... {'jam_._._.__ Z O. O . I 1� I ��_. _woe_-:=-:. �..�_ 1 �`^- 1 I II 1 1 t .t • 1' •�• vl� JURUPA- • .. •;Ti- O � II AVE 1 f . r•••LUI' . .. ,I• •11 • '..rs sus Ilo . ••• II •• INDEXi, MAP PROJECT: PROPOSED GRAVITY SEWER, PHASES II AND III, FONTANA, CA PROJECT NO.: 61128.12 CLIENT:. - L.D. KING, INC. ENCLOSURE NO. A-1 DATE: AUGUST 1999 LOR Geotechnical Group, Inc. S SCALE: AS SHOWN 8 1, — M_ r.. — 1. 1 aw 1 r 1 11111.-1 m m o. N VALLEY BLVD. 10 FREEWA SLOVER AV B-10 ® ea hIV B-3 Reach V EXPLANATION - (LocationsApproximate) - INDICATES EXPLORATORY BORING LOCATION �Q B-2"Q1.5,B-1 Roach VI PLAT PROJECT: PROPOSED GRAVITY SEWER, PHASES II AND III, FONTANA, CA PROJECT NO: 81228.12 CLIENT: _ L.D. KING, INC. ENCLOSURE: A-2 LOR Geotechnical Group, Inc. DATE: AUGUST 1999 SCALE: NO SCALE 1 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- U.S.LOGY C.S. TYPICAL DESCRIPTIONS CONSISTENCY OF SOILS '+• SANDS GRAVEL CLEAN GRAVELSANRR :� GW WELL -GRADED GRAVELS, GRAVEL -SAND MIXTURES, LITTLE OR NO FINES SPT BLOWS CONSISTENCY COARSE GRAINEDS GRAVELLY SOILS (UTTLEiw FINES) �'� GP POORLY -GRADED GRAVELS, , GARVEL-SAND MIXTURES, LITTLE OR NO FINES 40. 0 - 4 Very loose 4 - 10 Loose 10 - 30 Medium dense MORE THAN 50% OF COARSE FRACT/DN RETAINED ON GRAVELS WITH FINES GM SILTY GRAVELS. GRAVELSAND- SILT MIXTURES 30 - 50 Dense Over 50 Very dense No. 4 SIEVE (APPRECABLE AMOUNT OF FINES) GC CLAYEY GRAVELS, GRAVEL - SAND -CLAY MIXTURES COHESIVE SOILS • _ WELL -GRADED SANDS, SPT BLOWS CONSISTENCY SAND AND CLEAN SAND ( ORNENO �. ; : •" .-.-- •' SW GRAVELLY SANDS, LITTLE OR FlE 0 - 2 Very soft 2 - 4 Soft MORE THAN 50% OF LARGER THAN SANDY SOILS •POORLY . ' SP -GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES 4 - 8 Medium 8 - 15 Stiff 15 - 30 Very stiff ' 200 SIEVE SIZE MORE THAN 50% OF COARSE FRACTION PASSING NO. 4 SANDS WITH FINES SM SILTY SAND, SAND -SILT MIXTURES 30 - 60 Hard Over 60 Very Hard SIEVE (APPRECIABLE AMOUNT OF FINES) SC CLAYEY SANDS, SAND -CLAY MIXTURES MI- INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY JO SAMPLING KEY FINE GRAINEDto SILTS AND uoulD UMrr LESS THAN 50 j CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY SOILS CLAYS CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS `n DESCRIPTION III •OL •PLASTICITY ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW I I FOR BORINGS 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 FOR TRENCHES — INDICATES SAND CONE OR NUCLEAR OAF MATERIALS SMALLER THAN SILTS LIMO UMIT AND GREATER THAN 50 CH INORGANIC CLAYS OF RICH PLASTICITY, FAT CLAYS 7 DENSITY TEST NO. 2000 SIEVE CLAYS sizE /._ INDICATES BAG SOIL SAMPLE OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC INDICATES BULK SOILSAMPLE SILTS HIGHLY ORGANIC SOILS - - WIC MC Mif PT PEAT, HUMUS, SWAMP SOILS AND MANURE WITH HIGH ORGANIC MATERIALS NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERUNE SOIL CLASSIFICATIONS. PARTICLE SIZE LIMITS GRAVEL SAND SILT OR CLAY BOULDERS COBBLES COARSE FINE COARSE MEDIUM FINE 12" 3" 3., No. 4 No. 10 No. 40 200 (U.S. STANDARD SIEVE SIZE) UNIFIED SOIL CLASSIFICATION . SYSTEM PROJECT: PROPOSED GRAVITY SEWER, PHASES II AND III, FONTANA, CA PROJECT NO: 61228.12 CLIENT: L.D. KING, INC. ENCLOSURE: B DATE: AUGUST 1999 LOR Geotechnical Group, Inc. SCALE: AS SHOWN TEST DATA 5 10 15 20 23 16 33 5.2 1.5 3.3 113 128 120 25 12 10.8 118 18 2.2 121 0 O L. • • • • • • • • • • • • • • • • • • • • • • • • • U SM SP SW SM SM SW ASPHALT. CONCRETE, 5 INCHES THICK, NO BASE. AI.i�IVIIIM; 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. 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. 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.., SILTY SAND, approximately 70% fine grained sand, 30% silty fines, moist, medium dense, olive brown. 20 feet interbedded layers of silty sand and well graded 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: EQUIPMENT:.. July 9,1999 CME 55 HOLE DIA.: 8" 1 ENCLOSURE: B-1', TEST DATA 0 10 k 0 m WU Aa A 15 20 14 7.6 119 34 1.8 25 18 6.4 111 30 12 10.0 106 35 • • • • • • AB SM SP SM ML ASPHALT CONCRETE, 4 INCHES THICK. AGGREGATE BASE, 4 INCHES THICK. ALLILYIIIM; 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% fme 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. 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: CME55;' HOLE DIA.: 8" ENCLOSURE: B-2 16 29 49 51 TEST DATA O r 13.8 1.2 2.1 0.3 93 125 129 SM SW ALIAELIUM 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 CLIENT: L.D. KING, INC. PROJECT NUMBER: 61228.1 LOR GEOTECHNICAL GROUP INC. DATE DRILLED: July 9, 1999 EQUIPMENT: CME 55 HOLE DIA.: 8" ENCLOSURE: B-3 16 23 3.9 2.6 104 105 33 1.7 127 44 1.6 126 TEST 0 DATA A& A LITHOLOGY LOG OF BORING B-4 0 10 15 20 30 35 70 2.8 129 • SM SW ASPHALT CONCRETE 2 INCHES THICK, NO BASE. A J JWHIM: SILTY SAND, approximately 10% coarse grained sand, 30% medium grained sand, 40% fine grained sand, 20% silty fines, damp, brown. a 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, 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 fines, damp, dense. 15 feet materials encountered are generally the same as described above. CBS 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 29, 1999 EQUIPMENT: CME55 HOLE DIA.: 8" ENCLOSURE: B4' 0 PROJECT: TEST DATA r c� • • • • • • SM SP LLLUVRIM; 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". (g� 15 feet materials encountered are generally the same as described above, except very dense. !B3 20 feet materials encountered are generally the same as described above. END OF BORING No fill No caving No groundwater No bedrock 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 33 TEST DATA 0 r 1.9 10 15 20 25 30 35 46 32 62 66 0.6 2.0 1.7 1.5 va 134 115 118 123 MINN • • • • SM SP ASPHALT CONCRETE, 4 INCHES THICK, NO BASE. ALLIDLIUM: SILTY SAND, approximately 10% coarse grained sand, 30% medium grained sand, 30% fine grained sand, 30% silty fines, damp, dark brown. 0 3 feet SAND with GRAVEL, approximately 30% gravel to 1/2", 30% coarse grained sand, 20% meidum grained sand, 15% fine grained sand, 5% silty fines, dry to damp, dense, brown. 0 5 feet materials encountered are generally the same as described above. 0 10 feet materials encountered are generally the same as encountered above. 15 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: CME 55 HOLE DIA.:. 8" ENCLOSURE: B-6 0 PROJECT: TEST DATA • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SM ALLIJVIUM: SILTY SAND, approximately 15% coarse grained sand, 20% medium grained sand, 45% fine grained sand, 20% silty fines, damp, dark brown. i� 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". (� 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 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 I F 23 30 4.9 2.9 1.8 109 128 113 24 7.4 119 55 2.5 117 PROJECT: CLIENT: O • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • vi U vi SM GP SM 4' ALIUnalIM; SILTY SAND, approximately 5% coarse grained sand, 25% medium grained sand, 40% fine grained sand, 30% silty fines, dry, to damp, dark brown. (� 2 feet materials encountered are generally the same as described above, except medium dense. 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. 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 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. 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. END OF BORING No fill No caving No groundwater No bedrock FONTANA GRAVITY SEWER L.D. KING, INC. LOR GEOTECHNICAL GROUP INC. PROJECT NUMBER: DATE DRILLED: 61228.1 June 30,1999 EQUIPMENT: CME55 HOLE DIA.: 8", ENCLOSURE: B-8 J 10 15 20 25 30 11 14 54 62 29 3.2 6.8 0.6. 23.0 120 111 101 100 35 • • • • 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. a 10 feet materials encountered are generally the same as described above, except increase gravel to 1", very dense. !� 15 feet no recovery. SANDY SILT, approximately 10% medium grained sand, 20% fine grained sand, 70% silty rules,iron staining, damp to moist, medium dense, reddish brown. END OF BORING No rill No caving No groundwater No bedrock PROJECT: FONTANA GRAVITY SEWER CLIENT: L.D. KING, INC. PROJECT NUMBER: 61228.1 LOR GEOTECHNICAL GROUP INC. DATE DRILLED: June 30,1999 EQUIPMENT: CME55 HOLE DIA.: 8" ENCLOSURE: B-9 10 15 TEST DATA 117`. 44 1.6 20 68 30 50-6" 77 1.8 35 PROJECT: CLIENT: 0 0 V SP LOG OF BORING DESCRIPTION B-10 ALLTWUUiM; SAND with GRAVEL, approximately 30% gravel to 1"10% coarse grained sand, 30% medium grained sand, 25% Ane grained sand, 5% silty fines, damp to moist, brown. !� 3 feet materials encountered are generally the same as described above, except with gravel to 1", medium dense. @ 5 feet materials encountered are generally the same as described above, except dense. 10 feet no recovery, materials encountered are generally the same as described above, except very dense. @ 15 feet no recovery, 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 FONTANA GRAVITY SEWER L.D. KING, INC. LOR GEOTECHNICAL GROUP INC. PROJECT NUMBER: DATE DRILLED: 61228.1 June 29, 1999 EQUIPMENT: HOLE DIA.: Bar CME 55, ENCLOSURE: B-10 TEST DATA k 24 28 33 66 19 PROJECT: CLIENT: L 0 2.2 2.8 3.9 2.6 7.0 L ITHOLOGY 125 112 115 98 SM SM SM ML SM SP SM ML ALLUVIUM; 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. !� 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. 5 feet materials encountered are generally the same as described above, except moist. 8 feet SILTY SAND/SANDY SILT, approximately 10% medium grained sand, 40% fine grained sand, 50% silty fines, moist, brown. f� 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. 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 FONTANA GRAVITY SEWER L.D. KING, INC. PROJECT NUMBER: 61228.1 LOR GEOTECHNICAL GROUP INC. DATE DRILLED: EQUIPMENT: HOLE DIA.: 8" June 29, 1999 CME55 ENCLOSURE: B-11 TEST DATA W ral 5 10 I 5 F 0 r r o vi LOG OF BORING B-16 DESCRIPTION 15 27 3.7 118 20 32 2.6 120 12 10.0 102 25 50-3" 30 70 2.7 35 • • • • • • • • • • • • • • • • • • SM SM ML SM ASPHALT CONCRETE 4 INCHES THICK, NO BASE. ALL 1VII)M: 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. 5 feet materials encountered are generally the same as described above, except dense. 10 feet SILTY SAND/SANDY SILT, approximately 10% medium grained sand, 40% fine grained sand, 50% silty fines, damp, medium dense, brown. 15 feet no recovery, rock in tip of sampler. (� 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 0 10 TEST DATA r LITHOLOGY 23 2.8 117 15 20 26 2.8 125 25 43 2.5 122 30 40 3.4 115 35 50-6" 3.0 PROJECT: CLIENT: 1 1 • g.EitL • SM SW ASPHALT CONCRETE 5 INCHES THICK, NO BASE. ALLUVHJ : SILTY SAND, approximately 10% coarse grained sand, 30% medium grained sand, 40% fine grained sand, 20% silty fines, dark brown, damp. (0) 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 (� 5 feet materials encountered are generally the same as described above. (� 10 feet materials encountered are generally the same as described above, except dense. it? 15 feet materials encountered are generally the same as described above. (B3 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 FONTANA GRAVITY SEWER L.D. KING, INC. LOR GEOTECHNICAL GROUP INC. PROJECT NUMBER: DATE DRILLED: 61228.1 June 30, 1999 EQUIPMENT: CME55 HOLE DIA.: 8" ENCLOSURE: B-13 I 0 42; 43 39 74 51 PROJECT: CLIENT: TEST 2.7 2.5 1.9 3.0 DATA 109 121 LITHOLOGY SW ALLUVIUM; 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. a 2 feet no recovery, materials encountered are generally the same as described above, except dense. 5 feet increase in gravel, large rock fragments in sampler, no recovery. (g� 10 feet materials encountered are generally the same as described above. 15 feet materials encountered are generally the same as described above, except very dense. (� 20 feet materials encountered are generally the same as described above. END OF BORING No fill No caving No groundwater No bedrock FONTANA GRAVITY SEWER L.D. KING, INC. PROJECT NUMBER: 61228.1 LOR GEOTECHNICAL GROUP INC. DATE DRILLED: June 30,1999 EQUIPMENT: CME55 HOLE DIA.: 8" ENCLOSURE: B-14 TEST DATA 10 15 r 0 U LITHOLOGY LOG OF BORING B-19 20 10 5.1 107 25 30 21 79 0.8 124 35 18 108 27 5.7 • • • • • • • ;A. :.. SM SW SM ML ALLUVIUM: SILTY SAND, approximately 10% coarse grained sand, 20% medium grained sand, 40% fine grained sand, 30% silty fines, damp, dark brown. (� 2 feet materials encountered are generally the same as described above, except medium dense to loose. (g� 4 feet some gravel. @ 5 feet no recovery, medium dense. 10 feet SAND with GRAVEL and SILT, approximately 20% gravel to 11/2", 20% coarse grained sand, 30% medium grained sand, 20% fine grained sand, 10% silty fines, dry, ver3 dense, light brown. 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 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.: I, ENCLOSURE: B-15 42 33 68 54 PROJECT: CLIENT: TEST DATA 3.8 1.3 1.2 0.9 6.6 WU A 108 0 • • • • • • • • • • • • • • • • • • • • • • AB SM SW ASPHALT CONCRETE AGGREGATE 8 INCHES THICK. ASE, 10 INCHES THICK AI.LILi ; SILTY SAND, approximately 10% coarse grained sand, 10% medium grained sand, 50% fine grained sand, 30% silty fines, damp, dark brown. a 2 feet materials encountered are generally the same as described above, except medium dense. 3 feet some gravel. 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. 10 feet materials encountered are generally the same as described above, medium dense.' (g315 feet materials encountered are generally the same as described above, except very dense. (qZ 20 feet materials encountered are generally the same as described above." END OF BORING No fill No caving No groundwater No bedrock FONTANA GRAVITY SEWER L.D. KING, INC. LOR GEOTECHNICAL GROUP INC. PROJECT NUMBER: DATE DRILLED: EQUIPMENT: HOLE DIA.: 8" 61228,1 June 30, 1999 CME 55 ENCLOSURE: B-16 TEST DATA 10 15 20 25 LITHOLOGY LOG OF BORING B-21 DESCRIPTION 30 33 1.5 19 7.0 98 35 29 2.0 118 88 • SM SW SP ASPHALT CONCRETE, 5 INCHES THICK, NO BASE. ALLUVIUM: SILTY SAND, approximately 60% fine grained sand, 40% silty fines, olive brown. 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. 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 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. LOR GEOTECHNICAL GROUP, INC. APPENDIX C LABORATORY TESTING 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. 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: 1 DIRECT SHEAR TESTS Boring Number Sample Depth (feet) Soil Description Angle of Internal Friction (degrees) Cohesion (psf) 4 (SM) SILTY SAND 37 50 5 (SM) SILTY SAND 52 0' 9 16 5 10 (SM/SP) SILTY SAND/POORLY GRADED SAND (SM/ML) SILTY SAND/SANDY SILT 39 20 (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: Boring Number Sample Depth (feet) LABORATORY COMPACTION Soil Description Maximum Dry Density (pcf) Optimum Moisture Content (percent) 6-7 (SM) SILTY SAND 132.5 8.0 16 7-8 (SM/SF') SILTY SAND/POORLY GRADED SAND Selected soil samples were tested in the laboratory to determine the percentage silty/clay content. The results are presented in the following table: Boring Number Sample Depth (feet) WASH 200 RESULTS Soil Description Percent Passing #200 Sieve 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 19 20 15 (SM) SILTY SAND (SM/ML) SILTY SAND/SANDY SILT 37 43' 1 t 1 1 ' U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER 6 4 3 2 1 3/41/2 . 8 S 4 6 810 1416 20 30 40 b0 70100140200 100 I r I r l 1> 90 80 P E R 70 C E N T 60 F I N E 50 R B Y40 W E I G 80 H T 1 s 20 10 0 A t 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 • A B-02 10 FT. B-03 15 FT. P B-04 •3 FT. Classification POORLY GRADED SAND SP OORLY GRADED GRAVEL with SAND G' SITLY SAND SM SE RV Cc 1.16 0.54 Cu 5.2 34.9 Specimen Identification • • B-02 10 FT. D 100 12.50 D60 0.66 D30 0.312 DIO 0.1266 %Gravel 10.4 %Sand 83.0 %Silt 6.6 %Clay m A B-03 15 FT. B-04 3 FT. 37.50 9.50 9.20 0.23 1.143 0.121 0.2639 50.2 0.4 46.1 85.1 3.7 14.5 PROJECT FONTANA GRAVITY SEWER, PHASES II AND III - FONTANA, CALIFORNIA PROJECT NO. 61228.1 DATE 7/29/99 GRADATION CURVES LOR GEOTECHNICAL GROUP, INC 6121 QUAIL VALLEY CT. RIVERSIDE, CA Enclosure C-1 I 1 U.S. SIEVE OPENING IN INCHES 8 4 S 2 1.b 1 41/2 U.S. SIEVE NUMBERS 6 810 141620 30 40 50 70100140200 HYDROMETER 1 100 90 80 P E R 70 C E N T 60 F I N E 50 R 1 B Y40 w E I` G 30 H T 20 10 0 100 COBBLES 10 GRAVEL coarse fine I . I II 1 GRAIN SIZE IN MILLIMETERS I 1 1 I 1 coarse SAND medium fine 'Jr 0.1 0.01 SILT OR CLAY 0.001 Specimen Identification ♦ m A B-05 5 FT. P B-06 3 FT. P B-07 2 FT. Specimen Identification • m B-05 5 FT. B-06 3 FT. B-07 2 FT. Classification OORLY GRADED SAND with GRAVEL S OORLY GRADED SAND with GRAVEL S D100 25.40 19.00 9.50 SILTY SAND SM D60 4.09 2.58 0.24 D30 0.507 0.480 0.104 DIO 0.1302 0.1661 SE P RV %Gravel 37.7 27.1 3.7 %Sand 55.8 68.7 76.5 %Silt Cc 0.48 0.54 6.5 4.2 Cu 31.4 15.5 %Clay 19.8 PROJECT FONTANA GRAVITY SEWER, PHASES II AND III - FONTANA, CALIFORNIA PROJECT NO. 61228.1 DATE 7/29/99 GRADATION CURVES LOR GEOTECHNICAL GROUP, INC 6121 QUAIL VALLEY CT. RIVERSIDE, CA Enclosure C-2 t U.S. SIEVE OPENING IN INCHES! U.S. SIEVE NUMBERS 6 810 1418 20 30 40 60 701 140 200 HYDROMETER 100 6 4 3 2 6 1 41/23/8 3 90 80 P E R 70 C N T 60 F. I N E 50 R B Y 40 w E I G30 T 20 10 0 100 COBBLES I�I 1 1 I III 10 1 GRAIN SIZE IN MILLIMETERS GRAVEL coarse fine coarse SAND medium fine 0.1 0.01 SILT OR CLAY 0.001 Specimen Identification • m B-08 10 FT. P B-09 3 FT. SI Classification OORLY GRADED GRAVEL with SAND G P SE LTY SAND/POORLY GRADED SAND SM/SP-- B-10 3 FT. P Specimen. Identification • 00 B-08 10 FT. B-09 3 FT. OORLY GRADED SAND with GRAVEL S D100 37.50 19.00 D60 13.61 0.47 D30 0.971 0.174 D10 0.2043 RV %Gravel 57.0 12.5 %Sand 39.6 74.2 Cc 0.34 %Silt 0.64 3.4 Cu 66.6 8.2 • %Clay 13.3 A B-10 3FT. 37.50 1.35 0.377 0.1651 PROJECT FONTANA GRAVITY SEWER, PHASES II AND III - FONTANA, CALIFORNIA 31.5 64.1 4.4 PROJECT NO. 61228.1 DATE 7/29/99 • GRADATION CURVES LORGEOTECHNICAL GROUP, INC 6121 QUAIL VALLEY CT. RIVERSIDE, CA 100 s0 80 P R,70 C E N T 60 F I N E 50 R. B Y 40 W E G 30 T' 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 70100140200 1 i 11 \ 1 I - 1 I . - -1111' . - - - \ 1 11 r 11 HYDROMETER 20 10 0 100 COBBLES 10 1 GRAIN SIZE IN MILLIMETERS GRAVEL coarse Specimen Identification • m A B-15 5 FT. P B-17 3 FT. B-18 5 FT. fine coarse SAND medium fine : 0.1 • • • • 0.01 SILT OR CLAY'. 0.001 Classification OORLY GRADED SAND with GRAVEL S WELL GRADED SAND with GRAVEL SW WELL GRADED SAND with GRAVEL SW SE RV Cc 0.78 0.52 0.45 Cu 11.2 43.9 19.4 Specimen Identification • B-15 5 FT. D100 D60 D30 D10 %Gravel %Sand %Silt %Clay 19.00 1.59 0.419 0.1418 19.7'. • 73.7 6.6_, B-17 3 FT. B-18 5 FT. 37.50 37.50 7.56 2.71 0.826 0.412 0.1719 0.1392 47.7. 34.6 46.9 58.7 5.4 6.7 PROJECT FONTANA GRAVITY SEWER, PHASES II PROJECT NO. 61228.1 AND III - FONTANA, CALIFORNIA GRADATION CURVES LOR GEOTECHNICAL GROUP, ',INC 6121 QUAIL VALLEY CT. RIVERSIDE, CA DATE 7/29/99 Enclosure C-4 1 100 90 80 P R 70 C N T 60 F I N E 50 R U.S. SIEVE OPENING IN INCHES •6 4 3 2 13 41/23/8 3 4 'IN\ • I I B Y 40 W E I G 30 H T. 20 10 0 1 U.S. SIEVE NUMBERS 810 1416 20 30 40 60 70100140 200 II I- l S • • • • • HYDROMETER 100 COBBLES 10 1 GRAIN SIZE IN MILLIMETERS GRAVEL coarse Specimen Identification • B-19 2 FT. B-20 5 FT. ; fine coarse SAND medium Classification SILTY SAND SM fine WELL GRADED SAND with GRAVEL SW B-21 15 FT. P OORLY GRADED SAND with GRAVEL' S 0.1 SE RV 0.01 SILT OR CLAY Cc 0.44 0.71 0.001 Cu 32.4 7.3 Specimen Identification • B-19 2 FT. D100_ D60 D30 D10. %Gravel %Sand %Silt %Clay 19.00 0.19 5.3 62.9 ` 31.8 B-20 5 FT. B-21. 15 FT. 37.50 25.40 5.04 1.12 0.586 0.352 0.1554 0.1543 40.9 21.0 52.9 74.7 6.2 4.3 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-5 APPENDIX III Traffic Control Memorandum DATE: SUBJECT: CITY OF FONTANA FONTANA, CALIFORNIA PLAN CHECK, INSPECTION, ENGINEERS, CONTRACTORS ROBERT W. WEDDLE, CITY ENGINEER CLYDE E. SWEET, DEPUTY CITY ENGINEER/CITY TRAFFIC ENGINEER:, AUGUST 26,1996 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. 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 pennittee 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 pennittee 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 PIan would not require noticing, but normal inspection and review fees will be required. 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 Plansheets 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 A signature block for any other affected jurisdictions) 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 Plan signed and approved by an affected jurisdiction(s) 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 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 -T-- 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 _ Working 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 Haul Routes 4.3 Storage in County Roads 4.4 Snow Removal 4.5 Emergency Response 4.6 Maintenance of Trenches 5 - MATERIALS AND EQUIPMENT 5.1 Pavement Traffic Markincs.& Striping 5.2 Asphalt Concrete 5.3 Base Material 5.4 Grading Equipment 5.5 Track Equipment. 5.6 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 Nan -ow 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 8 - TRENCH CONSTRUCTION & REPAIR 8.1 Temporary Pavement 8.2 Trench Pavement Repair - General 8.3 Permanent AC Paving Repair 8.4 Trench Pavement Repair Options 8.5 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 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 Adcitions to Permit — The Transportation Department reserves the right to make any chances or additions to 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 Perrnittee 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 California 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 shalrbe 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. 1.7 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 theCcunty-arrd 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 Per nitlees' agents, servants, employees or contractors in the design or performance of any work undertaken under any permit granted to Permittee pursuant to the application [51.0113 County Code). 1.10 Notification xcept in eme, n: es, the Per~, ee shall notify the assigned hspeclo • r-t�wf one workino day, ea,,:jdino weekends ah:d holidays, prior to starting a project and for each. phase of construction. In addition, ti ie Permittee 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 maybe subject to removal and replacement. The entire cost of removal and replacement shall be bome 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 shall bepermitted to pass through the work area at all '. times. Safe and adequate pedestrian and vehicular access shall be provided and maintained to fire hydfants, residerices, -coriirrercial 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'sTraffic Engineer. 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 and the Work Area Traffic Control Handbook or other traffic control manuals may be used with approval of the Department's Traffic -Engineer. 2.3 Working Hours Except for emergency repairs, no work shall be performed within County road right-of-way on weekends, County holidays, before 7 AM or after 4:30 PM unless authorized by the Permit Engineer. 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. 2.5 C',:sing Roads — No read shall de , se.~. a'.:ihorizc irn i;C7.m the iray. ,on Department except ir. the case of an em ;ency under the direction of an authorized agency. An authorized road c:csure will allow the Detour of through traffic on!y. The Perini; ee shall provide a smooth dust controlled route that allows unimpeded access for emergency vehicles and residents at all times. A minimum of ten (10) working days are required to prccess 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. PRESERVATION OE 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 approved by Department personnel. The-Perrnit#ee shall give `• 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 construdlion, 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 Bernardino, CA 92415, telephone (909) 387-2833. Any damage shall be repaired immediately at no expense to the County as directed by the Transportation Department. 3.4 Survey M,;vents - The ie Permittee 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 file 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 Comer Record filed with the County Surveyor prior to final projectnotice 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 the site broomed daily to reducpossibility of being carried by runoff into a storm 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 keep the work site clean and free from rubbish and debris. The. Permittee shall also abate dust nuisance by cleaning, sweeping and sprinkling with water or othermeans as necessary. The use of water' resulting in mud on 'roadsor. drainage facilitieswill 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 'toads. 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 Storageg in CountyRoads -- ds 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. I4.4 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. 4.5 Ernercency Re ;onse -- Eef . 1't,.r': is sIare.t. Fermi:tee snai furnish names ano telephone numbers cf persons on -call if emergency work 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. _.I 5.3 Base Material - Base shall be Class II 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 not to 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 of a 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. 6.2 New Roads -- . enche.s installed is -cads that have been paved wthin 3 years shall not be open -cut unless otherwise wise authorzec sy the Permit Engineer. If authorized, the trenchino will be subject to aodaional 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 bacicfill 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 contractors 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 the Department 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 chain 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. 6.8 Trench Backfill — 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 tothe 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 backlit'. 6.9 Narrow 'Trenchunless Cne'i.�= �.i:`v. i'r..hes in paved areas.1-foot .less in width, shall be back;;ed to pavement su trade witn 1-1/2 sack aggregate/cement slurry. The sluny 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. 111 1Construction `= Manholes shall remain below the gradingplane until final 6.11 Manhole 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 ea►h 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. 311,4. 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 -case basis. 7.2 Compaction Testing Frequency And Location — Trench backfill testing shall be at•250- foot maximum intervals. One testshall 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 backfill 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. I7.3 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 or rolled until the specified relative compaction is attained. 7.5 Water Densificaao,n -- Densifino by pondino and jetting will nct be allowed v,..':in 4-feet 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 be damaged 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-fort intervals e s to the Inspector five (5) working days prior to startingwork; 8.1 Temporary AC Pavement Temporary asphalt compacted to 2-inches thick shall be placed and maintainedin 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 ofasphaltic 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'Tninimum 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-Greeneor equivalent) and may be subject to additional requirements. 8.4 Trench Options T-Cut Trench - After backliill 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. eriay i., re 8.5 �- �.j'"G�'ij . — When , 1 the 1 -�... .rCn�.+! or t'...it cr:.i:�r� is used to repair or i sc„� pavement removal to 300-feet' or longer, an overlay shall not be required unless the road has �� er � 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 Department at the prebidlpreconstruction 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 Perrnittee within 300-foot length of street, may require an overlay per. Section 8.5. 8.7 Pavement Surfacing — . Where there are existing surface coats onthe 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. 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 Perrnittee shall coordinate the proposed trench;repair method and schedule with the Transportation Department. PLATE BRIDGING V+'IC T H OF TRENCH MINIMUM PLATE THICKNESS 1.0 FOOT TO 3 FOOT 1 INCH 4.0 FEET 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 NON-SKID SURFACE. BRIDGING SHALL BE SECURED AGAINST MOVEMENT BY USING HOLDING DEVICES SUCH AS ADJUSTABLE CLEATS, ANGLES, BOLTS, TACK WELDING OR OTHER DEVICES. STEEL PLATES 12" MIN. OVERLAP TYPICAL • • NOTE: TRENCH WALLS AND ADJACENT SOIL SHALL BE SUFFICIENTLY STABLE FOR THE USE OF THE ABOVE PLATE. TRENCH OVERLAY HALF . WIDTH FP // / 5 FEET TYPICAL CENTER LINO er 5 FEET TYPICAL • • 5 FEET TYPICAL /// 5 FEET TYPICAL EP EP EP FULL WIDTH EP /// CENTER LINE t l': EP. EP SHOULDER DRIVING CENTER LINE DRIVING LANE TO SHOULDER /// j.. 12' MIN. EP S1'IOOULDER' LANE CENTER LINE EP ' SHOULDER DRIVING LANE AND SHOULDER EP DRIVING 12' MIN. 'RLINE LANE /// SHOULDER PAVEMENT REMOVAL WITHIN 1' OF. DRIVING LANE CENTER LINE '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. LEGEND: TRENCH Immansmuss=tom OVERLAY i 2' OR LESS FROM EDGE, REMOVE AND INCLUDE IN REPA:R —7 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. SAYWCUT OR COLD PLANE 1' FROM TRENCH CUTS '\4* r . r , .J '6" Min 95 % RC. CLASS II 'BASE(IF EXISTING MATCH EXISTING THICKNESS OR 4." MIN. 90% R.C. 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. . 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. 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. NOTIFY PERMIT INSPECTOR ONE WORKING DAY PRIOR TO STARTING A PROJECT AND FOR EACH PHASE OF CONSTRUCTION. 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 SAWCUT OR COLD PLANE \ FOR TRENCHING 2" AR 4000 1/2" MM SURFACE COURSE REMAINING MAY BE AR 4000 3/4' MC NOTES 2' M N. COLD PLA':E 1' FROM TRENCH CUTS .:.v,:,•>i e-:i�-w:tY.ii:.:��x a;:i�:<Jv.LY.:i.Q'.�C"•3wt'.M'(W. '^.�aK1R:'3'w`.m��<`:: 90% RC. 12" WIDE OR LESS USE 1-1/2 SACK CEMENT SLURRY 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. 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. ALL EXCAVATIONS SHALL BE CONSTRUCTED AS PRESCRIBED BY CAL. OSHA. 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. COMPACTION TESTS IN THE 90% RC PIPE ZONE SHALL BE. ON 250' INTERVALS AND SUBMITTED TO INSPECTION PRIOR TO PERMANENT PAVING. NOTIFY PERMIT INSPECTOR ONE WORKING DAY PRIOR TO STARTING A PROJECT AND FOR EACH PHASE OF CONSTRUCTION. 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 2' OR LESS FROM EDGE, REMOVE AND INCLUDE IN REPAIR. SAWCUT OR COLD PLANE 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 ALL EXCAVATIONS WITHIN COUNTY RIGHT-OF-WAY REQUIRE AN EXCAVATION PERMIT FROM THE ROAD PERMIT SECTION. ROAD PERMITS ARE NOT VALID WITHOUT FULL COMPLIANCE OF UNDERGROUND SERVICE ALERT REQUIREMENTS. • 95 % RC. CLASS II BASE(IF EXISTING) MATCH EXISTING THICKNESS OR 4" MIN. ALL EXCAVATIONS SHALL BE CONSTRUCTED AS PRESCRIBED BY CAL. OSHA. 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. 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. NOTIFY PERMIT INSPECTOR ONE WORKING FOR EACH PHASE OF CONSTRUCTION. 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 1 APPENDIX V I (Inland Empire Utilities Agency [IEUA] 1 Standard Specifications for Pipe Bedding and Trench Backfill) 1 1 1 1 1 1 1 1 AGENCY's STANDARD SPECIFICATIONS FOR PIPE BEDDING AND TRENCH BACKFILL September 1998 PART 1 - GENERAL 1-1. SCOPE. This section covers pipe bedding and trench backfill and shall include the necessary materials and construction for pipe embedment, identification markers, and trench backfill. PART 2 - Materials 2-1. Granular Fills Granular fill material shall be crushed rock or gravel; shall be free from dust, clay, and trash; and shall be graded 1" to No. 4 [25 to 4.75 mm] as defined in ASTM C33. 2-2. Granular Embedment, Granular embedment materials shall be coarse grained native soils or imported sand with a minimum sand equivalence of 30 and of such size that 90 to 100 percent shall pass a number 4 sieve and no more than 5 percent will pass a #200 sieve. They shall be free from dust, clay, trash, and or debris. 2-3. Graded Gravel Gravel for compacted backfill shall conform to the following gradation and shall not vary from the low limit on one sieve to the high limit on the adjacent sieve or vice versa, but shall be well graded fromcoarse to fine: Percent. Passing by Weight, 100 95-100 70-90 40-65 25-45 15-30 2-10 Sieve Size 1 1/2 inch [37.5 mm] 1 inch [25 mm] 3/4 inch [19 mm] 3/8 inch [9.5 mm] No. 4 [4.75 mm] No. 8 [2.38 mm] No. 200 [75 pm] The gravel mixture shall contain no clay lumps or organic matter. The fraction passing the No. 4 [4.75 mm] sieve shall have a liquid limit not greater than 25 and a plasticity index not greater than 5. 2-4. Filter Fabric Filter fabric shall be a nonwoven fabric consisting of only continuous chains of polymeric filaments or yarns of polyester formed into a stable network by needle punching. The fabric shall be inert to commonly encountered chemicals; shall be resistant to mildew, rot, ultraviolet light, insects, and rodents; and shall have the following properties: Fabric Weight Grab Strength Grab Elongation Mullen Burst Strength Apparent Opening Size Test Method Unit ASTM D3776 ASTM D4632 ASTM D4632 ASTM D3786 CW-02215 oz/yd2 (g/m2) lb [N] Percent psi [MPa] U.S. Standard Sieve Size Minimum Average Roll Value (weakest principal direction), The filter fabric shall be provided in rolls wrapped with protective covering to protect the fabric from mud, dirt, dust, and debris. 2-5, Identification Tape Conduits PART 3 Execution 3-1. FOUNDATION PRFPARATION The upper 8 inches of foundation subgrades for concrete structures and trench bottoms shall be scarified, moisture conditioned, and compacted to 90 percent of maximum dry densityat a moisture content ranging from -2 to +2 percent relative to the optimum moisture content as determined by ASTM D1557. IEUA's Standard Spec. for Pipe Bedding and Trench Backfill (9/22/98) -2- 3-2. STABILIZATION `. Subgrades for concrete structures and trench bottoms shall be firm, dense, and thoroughly compacted and consolidated; shall be free from mud and muck; and shall be sufficiently stable to remain firm and intact under the feet of the workers. Subgrades for concrete structures or trench bottoms which are otherwise solid, but which become mucky on top due to construction operations, shall be reinforced with graded gravel The stabilizing material shall be spread and compacted to a depth of not more than 4 inches (100 mm) and shall be compacted as specified for trench backfill. 3-3. Excavation Below- Pipe Subgrade Except where otherwise required, pipe trenches shall be excavated below the underside of the pipe, to provide for the. installation of embedment materials, as indicated on the Agency's Standard Bedding, Details. 3-4. PIPE EMBEDMENT Embedment materials both below and above the bottom of the pipe, classes of embedment to be used, and placement and compaction of embedment materials shall conform to the requirements indicated the Agency's Standard Bedding Details. The type of encasement required willbe selected by the Engineer based on the type of materials utilized and the anticipated foundation conditions. Embedment material shall contain no cinders, clay lumps, or other material which may cause pipe corrosion. 3-4.02. Fmhedment for ,Steel, Pipelines Pipe embedment for coal tar coated steel pipelines shall either be granular fill completely encapsulated with filter fabric, or graded gravel. 3-4.03. Placement and Compaction Granular embedment material shall be spread and the surface graded to provide a uniform and continuous support beneath the pipe. It will be permissible to slightly disturb the finished subgrade surface by withdrawal of pipe slings or other lifting tackle. After each pipe has been graded, aligned, and placed in final position on the bedding material, and shoved home, sufficient pipe embedment material shall be deposited and compacted under and around each side of the pipe and back of the bell or end thereof to hold the pipe in proper position and alignment during subsequent pipe jointing and embedment operations. Embedment material shall be deposited and compacted in a mannner which will IEUA's Standard Spec. for Pipe Bedding and Trench Backfill (9/22/98) -3- not cause significant scratching or abrasion of, the pipe coating or polyethylene protection. Embedment material shall be deposited and compacted uniformly and taneously on each side of the pipe to prevent lateral displacement. Each lift of granular embedment material shall be compacted by either jetting, or by mechanical compaction with suitable vibratory equipment. Jetting of the granular embedment will be allowedin areas where the soils exposed in the trench excavation consist of coarse grained, free draining materials with a minimum sand equivalence of 20. Jetting shall conform to the requirements of the Standard Specifications for Public Works Construction 1997 Edition, Section 306-1.3.3. Mechanical compaction,' -utilizing vibratory equipment, will be required in areas where the soils exposed in the trench excavation consist of fine grained soils classified as CL, CH, ML, MH, OL, OH and or PT by the Unified Soils Classification System with a sand equivalence of Tess than 20. Granular embedment in these areas will be vibrated with a mechanical probe type vibrator during placement to ensure that all spaces beneath the pipe are filled. Each lift of embedment material shall be compacted with a platform type vibrating compactor to at least 90 percent relative compaction as determined by ASTM D1557. 3-5. TRENCH BACKFILL All trench backfill above pipe embedment "shall conform to the following requirements. A layer of backfill material not more than 8 inches [200 mm] deep may be placed over concrete arch encasement or concrete reaction blocking after the concrete has reached its initial set, to aid curing. No additional backfill shall be placed over arch encasement or blocking until the concrete has been in place for at least 3 days. 3-5.01. Compacted Backfill Compacted backfill will be required for the full depth of the trench above the embedment in all locations. At the option of the Contractor, compacted backfill may be (a) suitable job excavated material, or,(b) graded gravel, or (c) imported soil, as described below: Job Excavated Material Job excavated material may be used for compacted backfill when the job excavated material is finely divided and free from debris, organic material, cinders, any corrosive material, and stones larger than 3 inches [75;mm] in greatest dimension. No more than 30 percent of the backfill volume shall be larger than 3/4-inch in greatest dimension. Rocks greater than 1 inch in greatest dimension shall not be placed within 12 inches of IEUA's Standard Spec. for Pipe Bedding and Trench Backfill (9/22/98) pavement subgrade.Masses of moist, stiff clay shall not be used. Job excavated materials shall be placed in uniform layers not exceeding 8 inches [200 mm] in uncompacted thickness. Each layer of material shall have the best possible moisture content for satisfactory compaction: The material in each layer shall be wetted or dried as required and thoroughly mixed to ensure uniform moisture content and ` adequate compaction. The method of compaction and the equipment used shall be appropriate for the material to be compacted and shall not transmit damaging shocks to the pipe. Job excavated material shall be compacted to 95 percent of maximum dry density at a moisture content ranging from -2 to +2. percent relative to the optimum moisture content, as determined by ASTM D1557 for the upper three feet of trench soils underlying pavement. ;;All other trench backfill shall be compacted to 90 percent of the maximum laboratory density per ASTM D1557. Graded Gravel Gravel backfill shall be deposited in uniform layers not exceeding 12 inches [300 mm] in uncompacted thickness. The backfill shall be compacted with a suitable vibratory roller or platform vibrator to at least 90 percent relative density as determined by ASTM D1557 Imported Soils Imported soils shall be free of all perishable materials and have the following characteristics: (1) less than 30 percent by weight retained in 3/4-inch sieve, (2) a minimum of 15 percent by weight passing the #40 sieve, but not greater than 40 percent by weight passing #200 sieve, (3) plasticity index of fines .5.111 and liquid limit 530, and (4) no particles larger than 3 inches in largest dimension. 3-5.02. Water Densified Compacted Backfill Compacted backfill may be densified by jetting provided the materials to be jetted and the soils exposed in the trench excavation are coarse grained, free draining materials. Mechanical compaction, utilizing appropriate equipment, will be required in all areas where the soils exposed in the trench excavation consist of fine grained soils classified as CL, CH, ML, MH, OL, OH and or PT by the Unified Soils Classification System with a sand equivalence of less than 20, or where the backfill materials have a sand equivalence of less than 30. Jetting shall be performed in accordance with the Standard Specifications for Public Works Construction, Section 306-1.3 Where jetting is utiilized, the backfill shall be allowed to drain sufficiently until the surface of the backfill is firm and unyielding, prior to the placement of additional backfill. IEUA's Standard Spec. for Pipe Bedding and Trench Backfill (9/22/98) -5- 3-6. STRUCTI IRE BACKFILL Structure backfill which will be placed beneath pipes, roads, parking areas, walks, curbs, gutters, or other surface construction or structures shall be deposited in layers not to exceed 8 inches [200 mm] in uncompacted thickness and shall be compacted to at least 95 percent of - maximum dry density at a moisture content ranging from -2 to +2 percent relative to the optimum moisture content as determined by ASTM D698. Backfill placed necessary around structures in other areas shall be compacted to'the extent necessa to prevent future settlement. Compaction of. structure backfill adjacent to structure walls shall be performed with hand operated compaction equipment. The minimum limits of hand compaction shall be within the limits defined by a line which projects upward from the edge of foundation at a one horizontal to one vertical slope. Compaction of structure backfill by inundation with water will not be permitted. No backfill shall be deposited or compacted in water. Wherever a trench is to pass through structure backfill, the structure backfill shall be placed and compacted to an elevation not less than 12 inches [300 mm] above the top of pipe elevation before the trench is excavated. Compacted areas, in each case, shall be adequate to support the item to be constructed or placed;; thereon. - End of Section IEUA's Standard Spec. for Pipe Bedding and Trench Backfill (9/22/98)