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HomeMy WebLinkAbout2008-384 (Note: Bound Agreement) RESOLUTION NO. 2008-384 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT TO MATICH CORPORATION FOR PAVEMENT REHABILITATION ON 4TI1 STREET FROM STII STREET TO TIAJUANA STREET (SS06-37), PER PROJECT PLAN NO. 12S39. BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS: SECTION 1. Matich Corporation, 1596 Harry Sheppard Blvd., San Bernardino, Ca. 92408, is the lowest responsible bidder for Pavement Rehabilitation on 4th Street from 5th Street to Tiajuana Street (SS06-37), per Project Plan No. 12539. An Agreement is awarded accordingly to said bidder in a total amount of $363,636.00, with a contingency amount of $56,818.60. Such award shall be effective only upon being fully executed by both parties. All other bids are hereby rejected. The City Manager is hereby authorized and directed to execute said Agreement on behalf of the City; a copy of the Agreement and pages from the title page to page SP-ll of the Bid and Contract Documents, Plans and Special Provisions No. 12339 are hereby incorporated into this Resolution and are attached hereto as Exhibit "A" and by this reference made a part hereof. The Agreement and bid and contract documents in their entirety are on file in the office of the City Clerk and incorporated herein by reference as fully as though set forth at length. SECTION 2. This contract and any amendment or modifications thereto shall not take effect or become operative until fully signed and executed by the parties and no party shall be obligated hereunder until the time of such full execution. No oral agreements, amendments, modifications or waivers are intended or authorized and shall not be implied from any act or course of conduct of any party. SECTION 3. This resolution is rescinded if the parties to the contract fail to execute it within sixty (60) days of passage of the resolution. 2008-384 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT TO MATICH CORPORATION FOR PAVEMENT REHABILITATION ON 4TH STREET FROM 5TH STREET TO TIAJUANA STREET (SS06-37), PER PROJECT PLAN NO. 12539. I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor joint and Common Council of the City of San Bernardino at a regular meeting thereof, held on the , 2008, by the following vote, to wit: 6th day of October Council Members: AYES ESTRADA x BAXTER x BRINKER -.-lL DERRY x - KELLEY x JOHNSON x x MC CAMMACK NAYS ABSTAIN ABSENT ~~_b.~ City Clerk The foregoing resolution is hereby approved this cI '" day of October, 2008. ~~ atrick J. Moms, I City of San Bernardino Approved as to form: JAMES F. PENMAN, City Attorney By: S r>..~r.. C($~\SQ( 2 liJ""i ~I ~1 2008-384 ~ me'. ':;.. -(' K1 i~1 AGREEMENT CITY OF SAN BERNARDINO THIS AGREEMENT is made and concluded this _ day of City of San Bernardino (owner and hereinafter "CITY"), and , 20_, between the (hereinafter "CONTRACTOR"). IID, WAJ- I I ~,..' u . 1. For and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the CITY, and under the conditions expressed in the bond as deposited with the CITY, receipt of which is hereby acknowledged, the CONTRACTOR agrees with the CITY, at the CONTRACTOR's own proper cost and expense in the Special Provisions to be furnished by the CITY, to furnish all materials, tools and equipment and perform all the work necessary to complete in good workmanlike and substantial manner the 1:] ~~ PAVEMENT REHABILITATION ON 4TH STREET FROM 5TH STREET TO TIAJUANA STREET (SS 06-37) eID' ~. _Ii< J" ',~. ;11 ~ , j I in strict conformity with Plans and Special Provisions No. 12539 , and also in accordance with Standard Specifications for Public Works/Construction, 2008 Edition, on file in the Office of the City Engineer, Public Works Division, Department of Development Services, City of San Bernardino, which said Plans and Special Provisions and Standard Specifications are hereby especially referred to and by such reference made a part hereof. ' 2. CONTRACTOR agrees to receive and accept the prices as set forth in the Bid Schedule as full compensation for furnishing all materials and doing all the work contemplated and embraced in this agreement; also for all loss or damage arising out of the nature of the work aforesaid or from any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the work and for all risks of every description connected with the work; also for all expenses incurred by or in consequence of the suspension or discontinuance of work, and for well and faithfully completing the work and the whole thereof, in the manner and according to the Plans and Special Provisions, and requirements of the Engineer under them. 3. The CONTRACTOR herein covenants by and for himself or herself, his or her heirs, executors, administrators. and assigns. and all persons claiming under or through them, that there shall be no discrimination against or segregation of, any person or group of persons on the basis of race, color, national origin, religion, sex, marital status, or ancestry in the performance of this contract, nor shall the CONTRACTOR or any person claiming under or through him or her, establish or permit any such practice or practices of discrimination or segregation with reference to the selection of subcontractors, vendees, or employees in the performance of this contract. Failure by the CONTRACTOR to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy, as recipient deems appropriate. Exhibit "A" ~'".. ,:" ..1 2008-384 AGREEMENT: PAVEMENT REHABILITATION ON 4TH STREET FROM 5TH STREET TO TlAJUANA STREET (SS 06-37) fl ~ ~ ~ ~ I ; ~ I ~'" ::'K; I.L,' j i~ ~ j J J 4. CITY hereby promises and agrees with the said CONTRACTOR to employ, and does hereby employ the said CONTRACTOR to provide the materials and to do the work according to the tenns 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 above set forth; and the same parties for themselves, their heirs, executors, administrators, and assigns, do hereby agree to the full perfonnance of the covenants herein contained. 5. It is further expressly agreed by and between the parties hereto that should there be any conflict between the tenns of this instrument and the bid of said CONTRACTOR, then this instrument shall control and nothing herein shall be considered as an acceptance of said tenns of said bid conflicting herewith. IN WITNESS WHEREOF, the parties of these presents have executed this contract in four (4) counterparts, each of which shall be deemed an original in the year and day first above mentioned. CONTRACTOR NAME OF FIRM: CITY OF SAN BERNARDINO BY: LORI SASSOON, Acting City Manager City of San Bernardino BY: TITLE: ATTEST: MAILING ADDRESS: RACHEL G. CLARK City Clerk PHONE NO.: L-) APPROVED AS TO FORM: Secretary J~~fAbM6fftey S ff'(".'l" I C Qt-""Se ( ATTEST: NOTE: Secretary of the Owner should anest. If Contractor is a corporation, Secretary should anest. Exhibit "A" COUNCIL MEETING 10-6-08 FILE NO. 1.7616 RESOLUTION 2008-384 ACCT NO. 240-379-5504-7616 ITEM#20 CITY OF SAN BERNARDINO STATE OF CALIFORNIA BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS NO. 12539 FOR Nuals PAVEMENT REHABILITATION ON 4TH STREET FROM 5TH STREET TO TIAJUANA STREET ( SS 06-37 ) oQ�pFESSIONq� G MO,yT% ° .") W �� c� -0 goo °w°" No. 54402 law * I2 /°(1 * / sr9T6"OFCAAg el��P DIVISION OF PUBLIC WORKS DEPARTMENT OF DEVELOPMENT SERVICES CITY OF SAN BERNARDINO JULY, 2008 BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. ... ON SEPTEMBER 23 , 2008 .� > H I1 IT `'A' DESCRIPTION OF THE COMPONENTS OF THESE PLANS AND SPECIAL PROVISIONS The "Bid and Contract Documents" for this project consists of three (3) Parts as follows: PART I — Administration PART II — Special Provisions The above two (2) parts are bound together in one (1) manual titled "Bid and Contract Documents" PART III — PLANS, One (1) separately bound set PAVEMENT REHABILITATION ON 4TH STREET FROM 5TH STREET TO TIAJUANA STREET (SS 06-37) Contents for Bid and Contract Documents.doc CITY OF SAN BERNARDINO TABLE OF CONTENTS PART I ADMINISTRATION NOTICE INVITING SEALED BIDS BID DOCUMENTS BID FORM B-1 BID SCHEDULE B-2 BIDDER'S INFORMATION AND SIGNATURE & BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS C-1 SPECIAL NOTICE C-2 DESIGNATION OF SUBCONTRACTORS C-3 WORKERS' COMPENSATION INSURANCE CERTIFICATION C-4 NON-COLLUSION AFFIDAVIT C-5 FORM OF BID BOND C-6 MBE/WBE INFORMATION - GOOD FAITH EFFORTS REFERENCES PART II SPECIAL PROVISIONS INSTRUCTIONS TO BIDDERS SECTION 1 - SPECIFICATIONS AND PLANS SP-1 SECTION 2 - BID REQUIREMENTS AND CONDITIONS SP-5 SECTION 3 - AWARD AND EXECUTION OF CONTRACT SP-9 SECTION 4 - CONSTRUCTION SCHEDULE&COMMENCEMENT OF WORK,TIME OF COMPLETION&LIQUIDATED DAMAGES SP-12 SECTION 5 - LEGAL REQUIREMENTS SP-14 SECTION 6 - GENERAL SP-20 SECTION 7 - UTILITIES SP-31 SECTION 8 - DESCRIPTION OF WORK SP-36 SECTION 9 - TRAFFIC CONTROL SP-39 SECTION 10 - MOBILIZATION SP-42 SECTION 11 - CLEARING&GRUBBING SP-43 SECTION 12 UNCLASSIFIED EXCAVATION(CUT EARTHWORK) SP-44 SECTION 13 BLANK SP-46 SECTION 14 - ASPHALT CONCRETE SP-47 SECTION 15 - AGGREGATE BASE SP-48 SECTION 16 - PORTLAND CEMENT CONCRETE SP-49 SECTION 17 - COLD MILLING SP-51 SECTION 18 THROUGH SECTION 19 BLANK SP-53 SECTION 20 - TRAFFIC STRIPING& PAVEMENT MARKING SP-54 SECTION 21 THROUGH SECTION 24 BLANK SP-55 SECTION 25A - ADJUSTMENT OF WATER METER& WATER VALVE ENCLOSURES SP-56 SECTION 26 THROUGH SECTION 49 BLANK SP-59 SECTION 50 - REMOVAL &RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT SP-60 APPENDIX SOILS REPORT STANDARD DRAWINGS CALIFORNIA MUTCD STANDARDS PROJECT LOCATION SURVEY DOCUMENTS CONTRACT AGREEMENT PART I ADMINISTRATION Engineer's Estimate (Range Only): $380,000 to $420,000 NOTICE INVITING SEALED BIDS CITY OF SAN BERNARDINO Owner NOTICE IS HEREBY GIVEN that the City of San Bernardino will receive bids for: PAVEMENT REHABILITATION ON 4TH STREET FROM 5TH STREET TO TIAJUANA STREET ( SS 06-37 ) in accordance with Special Provision No. 12539 in file in the Office of the City Engineer, Third Floor, San Bernardino City Hall. Plans and Specifications may be obtained from the City Engineer's Office, Third floor, City Hall, 300 N. "D" Street, San Bernardino, California 92418, upon a non-refundable payment of $15.00 for each set if picked up in person. Upon request, the Plans and Special Provisions may be mailed for an additional charge of $5.75 per set. No bid will be received unless it is made on a bid form furnished by the City with the unit prices written in words and also shown in figures for each item, and with the total of each item and total of all items filled in. Deliver all bids to the City Engineer's Office, Third Floor, City Hall, 300 North "D" Street, San Bernardino, California, with the bidder's name and address, the specification title and number and "SEALED BID " clearly marked on the outside of the envelope Said bids will be received up to the hour of 2:00 p.m., on, Tuesday, September 23, 2008, at which time all of said bids will be publicly opened, and examined and declared in the City Engineer's Conference Room, Third Floor, City Hall. • The Contractor shall possess a Class "A" License or Appropriate Specialty License(s) at the time the contract is awarded. The prime Contractor shall perform, with his own organization, contract work amounting to at least 50 % of the contract price. All bids shall be signed, sealed and accompanied by cash, cashier's check, certified check or bid bond made payable to the City of San Bernardino, in the amount of ten percent (10%) of the bid. Such cash, check or bond shall be given as a guarantee that the bidder will enter into the contract if awarded to him. In the event the bidder refuses to execute said contract, the use by the public of the improvements will be delayed, and the public will suffer great damage. From the nature of the case, it would be extremely difficult and impractical to fix said amount of damages. Therefore, the City and the bidder agree that the above sum of ten percent shall be paid to the City upon the condition above set forth as liquidated damages and not as a forfeiture. All bonds furnished pursuant to this notice must be underwritten by a surety company having a rating in Best's most recent Insurance Guide of"A" or better. Bonds must be issued by a surety who is listed in the latest version of U. S. Department of Treasury Circular 570 and is authorized to issue bonds in the State of California. The Form of Bid Bond is contained in the Bid Documents in Part I of the Special Provision. Notarization of the signatures of both the Principal and the Surety and the Power of Attorney of the signing Surety shall accompany this form. The Contractor may substitute securities for any monies withheld by the Agency to ensure performance under the contract as provided for in Section 10263 and Section 22300 of the California Public Contract Code. A Non-mandatory Pre-Bid Meeting will be held on Tuesday , September 16, 2008, at 2:00 p.m., in the office of the City Engineer, Public Works Division of Development Services, Third Floor, City Hall, 300 North "D" Street, San Bernardino, CA 92418. This meeting is to provide information, to answer questions, to inform bidders of MBEs/WBEs subcontracting and material supply opportunities, and to make the prime Contractor aware of the City's outreach program as it relates to minority hiring and participation. Bidder's attendance at this meeting is recommended, but the prime may certify that they are familiar with the program and attendance is not required. Attendance and/or certification may be used as part of the good faith effort. Certified minority (MBE/WBE) subcontractors and material suppliers for the San Bernardino area located in Caltrans District 8 are listed on the California Unified Certification Program (UCP) DBE Directory and can be obtained by accessing the directory on the California Department of Transportation DBE website at http://www.dot.ca.gov/hq/bep/index. Pursuant to law, the Mayor and the Common Council of the City of San Bernardino, by Resolution No. 90-358 and any and all amendments thereto which are hereby referred to and made a part thereof by references as fully as though set at length herein, have ascertained and determined the general prevailing rate per diem wages, and of per diem wages for legal holidays and overtime work for each craft or type work of workman needed in the execution of contracts under jurisdiction of said Mayor and Common Council. Said prevailing rates of wages shall conform to Section 1773 of the California Labor Code. The general prevailing wage rates in the county in which the work is to be done have been determined by the Director of the California Department of Industrial Relations. These wages are available from the California Department of Industrial Relations' Internet web site at http://www.dir.ca.gov/dirdatabases.html. General prevailing wage rates, in effect ten (10) days prior to the actual Bid Opening, which have been predetermined and are on file with the California Department of Industrial Relations are also referenced and made a part thereof. It shall be mandatory upon the Contractor to whom the contract is awarded and upon any sub- contractor under him to pay not less than specified rates to all laborers, workmen, and mechanics employed by them in the execution of the contract, and to prevent discrimination in the employment of persons because of race, creed, color, or national origin, as set forth in the provisions of Resolution No. 7414 of the Mayor and Common Council of the City of San Bernardino. The City of San Bernardino reserves the right to waive any informalities or inconsequential deviations from contract specifications, or to reject any and all bids. No bidder may withdraw his bid within 45 working days from the date of the bid opening. The City reserves the right to take all bids under advisement for a period of 90 days. ea t Specific questions regarding this project should be submitted in writing to the City Engineer's Office as follows: City of San Bernardino City Engineer's Office 300 North "D" Street, Third Floor San Bernardino, CA 92418 SUBJECT: PAVEMENT REHABILITATION ON 4TH STREET FROM 5TH STREET TO TIAJUANA STREET ( SS 06-37 ) PLANS & SPECIAL PROVISIONS NO. 12539 Attention: Michael Grubbs, Project Manager Tel: (909) 384-5179; Fax: (909) 384-5155 E-mail: grubbs_mi @ci.san-bernardino.ca.us Responses will be provided to written questions only. No written response will be provided to verbal questions. CITY OF SAN BERNARDINO RACHEL G. CLARK City Clerk ` NOTICE TO ADVERTISE: SPECIFICATION NO. 12539 SHALL APPEAR IN FIRST ISSUE NOT LATER THAN DATE 09/02/08 & 09/08/08 (FIVE DAYS BETWEEN FIRST & SECOND PUBLICATION) SIGNATURE DATE BID DOCUMENTS BID FORM TO THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO The undersigned declares that he has carefully examined the location of the proposed work, that he has examined the Plan and read the accompanying instructions to bidders and hereby proposes to furnish any and all required labor, materials, transportation and service for the PAVEMENT REHABILITATION ON 4TH STREET FROM 5TH- STREET TO TIAJUANA STREET ( SS 06-37 ) in strict conformity with Plans and Special Provisions No. 12539 , of the Public Works Division, Department of Development Services for the City of San Bernardino and also in accordance with Standard Specifications for Public Works Construction, 2008 Edition. Undersigned proposes and agrees if this bid is accepted, that he will contract with the City of San Bernardino, in the form of the copy of the contract annexed hereto, to provide all necessary machinery, tools, apparatus and other means of maintenance, and to do all the work and furnish all the materials specified in the contract, in the manner and time therein prescribed, and that he will take in full payment therefor the following unit prices or lump sum prices, to-wit: B-1 Matich Corporation BID SCHEDULE PLAN NO. 12539 PAVEMENT REHABILITATION ON 4TH STREET FROM 5TH STREET TO TIAJUANA STREET ( SS 06-37) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 1. 1 LS MOBILIZATION, at the Lump Sum price of 'i w i' IC" 17+1)44,5*'i Faye /kr.a.D,¢Gsto 5T'1 Dollars 3D & f I r-r1 Cents LS $ 351, 1 a 2. 1 LS TRAFFIC CONTROL, at the Lump Sum price of 71,WO Tituscreib li t/i /iut"U2 Dollars ov & I✓° Cents LS $ 2 500 3. 1 LS CLEARING and GRUBBING,at the Lump Sum price of O/./E 7)+0aJ.Aw"13 Dollars 0 V & h/J Cents LS. $ /,DUO-- 4. 15,752 SY COLD MILL,(Grind Depth=4"),at 41,1E Dollars 35 2v &7)17271 ,Ci✓t Cents per SQ.YD. $ I — I SY $ a/. 24.5 5. 4,528 SY COLD MILL,(Grind Depth=2"),at , OiJ E Dollars 35 i° & l7t7r2P7 .r/vE Cents per SQ.YD. $ / /SY $ x,112 6 3,145 TN ASPHALT CONCRETE PAVEMENT, at 5eNer✓t`1 Sever Dollars 5v 5"1) & F.to Cents per TON $ 77—/TN $ .`-/.3, 7 3 2 — 7. 10,900 SF REMOVE Existing & REPLACE with 4.5" Thick ASPHALT CONCRETE PAVEMENT Over 6.5"Thick AGGREGATE BASE,Class II Complete in Place,at coin( yo o!, & {oGi7 j Cents per SQ.FT. $ /SF $ y7, 94 8• 16 EA ADJUST Existing WATER VALVE Enclosure To Grade, at ONE /hu ' IWo Dollars v. *to ,- & r.lo Cents per EACH $ /Od /EA $ I,641=3 B-2 Matich Corporation BID SCHEDULE PLAN NO. 12539 PAVEMENT REHABILITATION ON 4TH STREET FROM 5TH STREET TO TIAJUANA STREET ( SS 06-37) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 9 I LS TRAFFIC STRIPING & PAVEMENT MARKING,Two(2)coats of non-thermoplastic paint)at the Lump Sum price of 71,4'0 i}tv4s 'o.'o re l+ur'Dac'0 Dollars LS $ 4 SX & No Cents 10. 1 LS NPDES REQUIREMENTS for SWPPP, per SECTION 6-1.03, at the Lump Sum price of ONe FJuSA-r-' Dollars e� & Cents LS $ /,D419 II. 1 LS SURVEYING SERVICE, per SECTION 6-1.10 at the Lump Sum price of tee'7)4-0(4 s '9 -Fit/4 /4-s• Dollars Cents LS $ ,. SVO TOTAL BID $ 3G3,4-36 BID NOTES: The unit price must be written in words and also shown in figures. All blank spaces appearing above must be filled in. In case of discrepancy in Bid Amounts, "UNIT" prices shall govern over extended amounts, and "WORDS"shall govern over "UNIT" figures. Total bid price for the entire contract work shall include the cost of labor, materials, equipment parts, implements, taxes and supplies necessary to complete the project, as based on the City Engineer's estimate of quantities of work. The total price must be extended for each item of work and the total of all items inserted in the space provided. Bidders shall complete and submit entire BID DOCUMENTS section as their bid to the City. Failure to do so will result in the bid being non-responsive. BIDDER declares that this Bid is based upon careful examination of the work site, Bid and Contract Documents. B-3 Matich Corporation BIDDER'S INFORMATION AND SIGNATURE: It is the understanding of the undersigned that the work hereinabove described shall be commenced within 10 working days from the date of the "Notice to Proceed", and shall be completed within 30 working days from the date of said notice, as directed in SECTION 4 of these Special Provisions.. The undersigned further agrees that in case of default in executing the contract, or furnishing necessary bonds, all within the specified time, the proceeds of the Bidder's Guaranty accompanying this bid shall be paid to the City of San Bernardino as liquidated damages. Licensed in accordance with an act providing for the registration of Contractor, LICENSE EXPIRATION NO.: 149783 CLASSIFICATION: A&B DATE: 1140-09 FIRM NAME: Matich Corporation BUSINESS ADDRESS: 1596 Harry Sheppard Blvd. San Bernardino,CA 92408 BUSINESS PHONE: 909 332-7400 FAX: 909 3824113 CELL : If an individual, so state. If a firm or co-partnership, give the names of all individuals, co-partners composing the firm. If a corporation, give the names of the president,secretary,treasurer and manager thereof: Corporation Is Bidder currently a certified DBE? Yes ❑ No V Legal Status of Firm NAME(S) ADDRESS (ES) See Attached Corporate Resolution • SIGNATURE OF BIDDER: Dated: 9''3 ,20 Og Eugene P.Boisvert Vice President BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS,: ADDENDUM NO. 1 DATE: ADDENDUM NO.2 DATE: ADDENDUM Nb.3 DATE: ADDENDUM NO. 4 DATE: C-I Matich Corporation CORPORATE RESOLUTION At a meeting of the Board of Directors of MATICH CORPORATION, a California Corporation duly called and held on the 28th day of April, 2008, a quorum being present, the following RESOLUTION was adopted: "Resolved,the Corporate Officers for Matich Corporation are PRESIDENT Stephen A. Matich VICE PRESIDENT & TREASURER Randall S. Valadez VICE PRESIDENT & CORPORATE SECRETARY Patrick A. Matich VICE PRESIDENT-ENGINEERING Robert M. Matich VICE PRESIDENT—ESTIMATING Eugene P. Boisvert VICE PRESIDENT—CONSTRUCTION MANAGEMENT Wayne R. Hendrix FURTHER RESOLVED, that the above listed Corporate n behalf of uMATICo zed to sign documents (bids, contracts, etc.) as may be necessary CORPORATION I, Patrick A. Matich, Secretary of MATICH CORPORATION have compared the foregoing RESOLUTION with original thereof, as it appears on the records of the Board of Directors of said company, and do so certify that the same is a true and correct transcript there from, and of the whole said original RESOLUTION. I further certify that said RESOLUTION has not been amended or revoked and is still in full force and effect. IN WITNESS THEREOF,I have hereunto set my hand as such Secretary this 28th day of April, 2008. Patrick A. Matich, Secretary Matich Corporation ****************************************************************** SPECIAL NOTICE ****************************************************************** The bidder's attention is directed to the section entitled, "Required Listing of Proposed Subcontractors", in Section 2 of the special provisions regarding the requirement that proposed subcontractors be listed in the bidder's Bid Documents. Instead of listing only subcontractors for signal and lighting work as in the past, all subcontractors are now to be listed in the Designation of Sub-Contractors for items of work or portions thereof to be subcontracted in excess of one- half of one percent of the total bid or $10,000.00, whichever is greater. In the case where a bidder claims an inadvertent clerical error in listing sub-contractors, a notice of the claim must be submitted to the Office of the City Engineer in writing within 2 working days after the time of the bid opening and send copies of the notice to the subcontractors involved. C-2 Matich Corporation Matich Corporation BIDDER'S FIRM NAME DESIGNATION OF SUB- CONTRACTORS PLANS & SPECIAL PROVISIONS NO. 12539 In compliance with the provisions of Section 4100-4114 of the Public Contract Code of the State of California and any amendments thereof, each bidder shall set forth the name and location of each subcontractor who will perform work or labor or render service to the Contractor. Name &Address Agency&No. of Under Which MBE/WBE CERT. Sub-Contractor's Sub-Contract Work to Be Licensed (If Applicable) Phone-No. Amount Performed: 1. oil- 57-p PEA' #9116-49a1,- /!ice/1/Cf 376" 5a4-n4 "C'" 1-'//A- 909138Y-7/7° $ � yvo 92d/D 2. p4✓G-rnaJ ge-cycL/!.6 5Y� ^`J sit- COLD v (-C ..O. Om- /i.b l A- 9S/ Qz/09' $ �/ 000 giv6(5,a&7" t,4 12-57)1 3. Qu 33 Elel zeo Gi?AucFit 5a4C-4 C!?4UC St - e. A -./ui- r/p, 9/9 e/3-514 Z $ &OOO Fu�c�r't7W fit gZP3/ 4. 5. 6. IF ADDITIONAL SPACE IS REQUIRED,PLEASE DUPLICATE THIS SHEET DO NOT WRITE ON THE BACK C-3 Matich Corporation WORKERS' COMPENSATION INSURANCE CERTIFICATION I am aware of the provisions of Section 3700 of the Labor Code requiring every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Contractor: NAME OF FIRM: Matich Corporation klryrilL'41 BY: TITLE: Eugene P.gotsvert Vice President DATE: Q-J 3-a2 C-4 Matich Corporation (This affidavit shall be executed by all bidders at the time of bid submittal. Failure to execute the affidavit on this page will result in rejection of bid.) NON-COLLUSION AFFIDAVIT To the Division of Public Works, Department of Development Services, City of San Bernardino, State of California: The undersigned in submitting a bid for performing the following work by contract, being duly sworn, deposes and says: That he or she is of 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; communication, or conference with anyone 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 on anyone interested in the proposed contract; or take any action in restraint of free competitive bidding in connection with such 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 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. Matich Corpo F on Name Signature of Bidder Eugene P.Boisvert Vice President Printed Name and Title 1596 Harry Sheppard Blvd. San Bernardino,CA 92408 Business Address Place of Residence Subscribed and sworn to before me this 2-3 day of Sej=t otr , 20 e signed ;'ir ►/ %�/ , Megan Nadalet ! otPub c in and for the County of San Bemardino State of California. - MEGAN NADALET 'fir : COMM.01771099 s .• . • NOTARY A k My Commission expires on (�Citob2r S Zol ( g p Y Year ` �, MY COMMe. OCt50 20" C-5 Matich Corporation FORM OF 1311) BOND KNOW eLl_ MEN BY THESE hRt s Ts, that we, the undersigned Matich Corporation _ as Principal,and Safeco Insurance Company of America as Surety, are hereby and firmly bound unto the City of San Bernardino , State of California, hereinafter referred to as "Obligee" in the penai sum of ten perceri 10% ► of the total amount of the bid of the Principal submitted to the Obligee for the wore. ,Ieserihed below, for the payment of which sum we hereby jointly and severally bind ourselves, our heirs. execttiors, 1Un".1f t.iIra Or , Si c' ssars and assibna. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT: WI IEREAS. the Principal has submitted to Obligee, a certain Bid, attached hereto and hereby made a part here f to enter into a contract in writing, for the Paveme!rt Rehabilitation onith Street from 5th Street to Tiaivana _ Street (SS 06-37) - - ( Copy here the eaoct title description of work, including location as if appears on the proposal) for which bids are to be oper_d on September 23. 2008 (Insert date of opening) NOW, THEREFORE, a. If said Bid shall be rejected,or in the alternate, b. If said Bid shall be accepted and the Principal shall execute a contract in the Form of contract attached hereto(properly completed in accordance with said Bid and shall furnish a bond for his faithful performance of said contract, and shall in all other respects perform the agreement created by the acceptance of said Bid, 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 the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein. stated. The Surety, tor value received, hereby stipulates and agrees that the obligations of said Surety and ns bond shall be in no way impaired or affected by any extension of the time within which the Obligee may accept such Bid; and said Surety does hereby waive notice of any such extension. Si:med, this 18th day of September 20 08 IN WITNESS WIIER.EOF, the Princtpa and the Surety have hereunto set their hands and seals, and such or them a= are corporatiom have caused their corporate seals to be hereto affixed and these presents to be signet by their proper officers, the day and year first mentioned. Matich Corporation (SEAL, - . . . . - ..I .. . . (SEAL) Prnrci a! Americ Surety /6,9 Si`net ure Signature Eugene'p B+016vert We President _lane Kepner._.Atti2Cliev_iny Pi.inted Name and Tide Printed Name ana Tttie NOTE.Notarization of Prn cipal and Surely s,enat u-es and Power of Attorney of the Surety shall accompany this form. C-6 Matich Corporation ACKNOWLEDGMENT State of California County of San Bernardino ) On September 23, 2008 before me, Megan Nadalet, Notary Public (insert name and title of the officer) personally appeared Eugene P. Boisvert who 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 that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. t•.+N. 4.�•w•'♦•.' . . T e WITNESS my hand and official seal. : ,'r$ • COMM.#1771999 `. 1 .• , NOTARY pUB,iG.CAL�ORNIA S SAN BEwNARDMIO COUN Y ppmn�« Od.5,2011 Signature c Matich Corporation .-.'IIG :L:t[:.'J.w•Yb ...vn........,.w.....w.KB...ab+-.w4wiwan,.w-..•w..,...+......................a rv.,{+t?.:%.f 4GG.'4:U-'/G�..w.....,w..84Yi?/.:J4/tt•..•.u-..n?461M4WWG.-,.....Wf.':::.(?:.:u.:3X[/l ::??::.?.YG:4xh-..u.,.w...A+'[;Sd•....e+L"IFL::; • CALIFORNIA ALL-PURPOSE I` CERTIFICATE OF ACKNOWLEDGMENT I iii r: Y: State of California iii i ` Orane ':: County of 9 Ii On SEP 1 8 2008 before me, Iii K. Luu, Notary Public , (Here insert name and title of the officer) I€ : personally appeared Jane Kepner i iH €:? who proved to me on the basis of satisfactory evidence to be the person(g)whose name(,g)is/ase subscribed to the within instrument and acknowledged to me that lus/she/ibmt executed the same in his/her/tbeix authorized ti, capacity(, and that by bets/her/their signature(s)on the instrument the person(x), or the entity upon behalf of Iii : which the person(s)acted,executed the instrument. i€ is iii I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph ill is true and correct. K. LUU I Commission #. 177 III WITNESS m hand and official seal. . (71,41.I. Notar Pu 8641 y y bluer Callfornia E "` — _ '1}j'' Orange County I i My Comm.Expires Nov 6,2011 (Notary Seal) Y• Signature of Notary Public i .• ' ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed in California must contain verbiage exactly as f ii DESCRIPTION OF THE ATTACHED DOCUMENT appears above in the notary section or a separate acknowledgment form must be ' properly completed and attached to that document. The only exception is if a document is to be recorded outside of Calfornia.In such instances,any alternative i ''i (Title or description of attached document) acknowledgment verbiage as may be printed on such a document so long as the i verbiage does not require the notary to do something that is illegal for a notary in iij California(Le.certifring the authorized capacity of the signer).Please check the (Title or description of attached document continued) document carefully for proper notarial wording and attach this form if required. • State and County information must be the State and County where the document r Number of Pages Document Date signer(s)personally appeared before the notary public for acknowledgment. I • Date of notarization must be the date that the signer(s)personally appeared which must also be the same date the acknowledgment is completed. it (Additional information) • The notary public must print his or her name as it appears within his or her ii commission followed by a comma and then your title(notary public). t ii:f: • Print the name(s) of document signer(s)who personally appear at the time of notarization. CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms(i.e. a CI Individual(3) ha/she/thew is/are)or circling the correct forms.Failure to correctly indicate this information may lead to rejection of document recording. ❑ Corporate Officer • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines.If seal impression smudges,re-seal if a (Title) sufficient area permits,otherwise complete a different acknowledgment form. i ❑ Partner(s) • Signature of the notary public must match the signature on file with the office of tl the county clerk. ® Attorney-in-Fact . Additional information is not required but could help to ensure this ❑ Trustee(s) acknowledgment is not misused or attached to a different document. j El Other Indicate title or type of attached document,number of pages and date. ),I Indicate the capacity claimed by the signer.If the claimed capacity is a tj corporate officer,indicate the title(i.e.CEO,CFO,Secretary). • Securely attach this document to the signed document .. :':-:??:✓.,TG:::..L::f 4;::.k :- ;a._...."✓i?tLkl ::.:'.:.�::.X,'.';:.X.:.'ll.C?fi:4,sYi'l is Y?i:?.+iw.::d'-.L:;;?:?.::.:':.?:.:.x:.c?..:n:;:;.':.::X.i:%w'.:-:.'b:.wR.y:.::::::is Y.Vil a:;.R{:-:�v..:;.'-:?!?.;.in.:IdL,L-.V::.^a:�c:4:v'.:::i..:::bJ iw%L-::u•.?.:t.:<;.:<:.:?.•??;::.:u:?r?::;:?. Matich Corporation Safeco Insurance Company of America f e�� POWER co General Insurance Company of America Safe Plaza OF ATTORNEY Seattle,WA 98185 KNOW ALL BY THESE PRESENTS: No. 9675 That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation,does each hereby appoint ****"*'"***RHONDA C.ABEL;JERI APODACA;LINDA ENRIGHT;JANE KEPNER;NANETTE MARIELLA-MYERS;MIKE PARIZINO; RACHELLE RHEAULT;JAMES A.SCHALLER;Irvine,California"*"'''' its true and lawful attomey(s)-in-fact,with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business,and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 11th day of July 2007 likePlartrul af.4tli -/ 4 0 0 • STEPHANIE DALEY-WATSON,SECRETARY TIM MIKOLAJEWSKI,SENIOR VICE-PRESIDENT,SURETY CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V,Section 13.-FIDELITY AND SURETY BONDS...the President,any Vice President,the Secretary,and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations,shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business...On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided,however,that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28,1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (I) The provisions of Article V,Section 13 of the By-Laws,and (ii) A copy of the power-of-attorney appointment,executed pursuant thereto,and (iii) Certifying that said power-of-attorney appointment is in full force and effect, the signature of the certifying otioer may be by facsimile,and the seal of the Company may be a facsimile thereof." I,Stephanie Daley-Watson ,Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA,do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations,and of a Power of Attorney issued pursuant thereto,are true and correct,and that both the By-Laws,the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of said corporation SEP 1 8 2008 this day of Ott � v�E CDAyo,�� E t SEAL SEAL, lcp.40.,.; af.�tix_ �f,, >K A1�r 19g� r` STEPHANIE DALEY-WATSON,SECRETARY � �+XYr SafecoSi and the Safeco logo are registered trademarks of Safeco Corporation. S-0974/DS 4/05 WEB PDF PART II SPECIAL PROVISIONS SPECIAL PROVISIONS INSTRUCTIONS TO BIDDERS SECTION 1 1-1 SPECIFICATIONS AND PLANS 1-1.01 GENERAL -- The work embodied herein shall be done in accordance with the Standard Specifications for the Public Works Construction, 2008 Edition, and City of San Bernardino Standard Drawings, insofar as the same apply and in accordance with the following Special Provisions. 1-1.02 DEFINITIONS -- Whenever in the Standard Specifications the following terms are used, they shall be understood to mean and refer to the following: Agency - The City of San Bernardino. Board - The Mayor and Common Council for the City of San Bernardino. City Engineer - The City Engineer, Division of Public Works, Department of Development Services for the City of San Bernardino. Laboratory - The laboratory to be designated by the City of San Bernardino to test materials and work involved in the contract. Office of the District - Whenever, in the Standard Specifications, reference is made to the office of the District or the District's office, such references shall be deemed made to the City of San Bernardino's Public Works Division Office, located in the City of San Bernardino's Development Services Department. SP-1 The mailing address for the City of San Bernardino's Public Works Division is: City of San Bernardino Development Services Department Public Works Division 300 North"D" Street, 3rd Floor San Bernardino, CA 92418 Resident Engineer - The Resident Engineer is the City of San Bernardino's Engineer City Engineer, registered as a Civil Engineer in the State of California, or the designated representative of the City of San Bernardino's City Engineer, registered as a Civil Engineer in the State of California. Notice Advertising for Bids, - Notice Inviting Sealed Bids. Standard Specifications - Standard Specifications for Public Works Construction "Green Book". Other terms appearing in the Standard Specifications, and these Special Provisions, shall have the intent and meaning specified in Section 1-2, "Definitions", in the Standard Specifications. 1-1.03 STANDARD SPECIFICATIONS - The Standard Specifications for the Agency are contained in the most current edition of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, "GREEN BOOK", 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. The Standard Specifications set forth above will control the general provisions for this Contract except as amended by the Plans, Special Provisions, or other contract documents. 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. SP-2 et References in the Special Provisions to "CALTRANS Standard Specifications" shall mean the Standard Specifications (MAY, 2006) of the State of California, Department of Transportation. References in the Special Provisions to Standard Plans shall mean the Standard Plans for the City of San Bernardino or other governing agency as specified. Applicable Standard Plans for this project are contained in the "Standard Drawings", section of these Specifications. 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, that only the best general practice is to prevail and that only materials and workmanship of the first quality are to be used. Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment, and incidentals and do all the work involved in executing the Contract. The Contractor shall meet or exceed the applicable Public Works Policies and Procedures unless directed otherwise by these Special Provisions or as directed by the Engineer. Plans and specifications must conform to the requirements of the City of San Bernardino, American Concrete Institute (ACI), Uniform Building Code (UBC), Uniform Plumbing Code (UPC), Caltrans Standard Specifications, these Special Provisions and the Standard Specifications for Public Works Construction(Green Book), latest edition. Wherever reference it made to any of the standards mentioned above, the reference shall be construed to mean the code, order or standard that is in effect on the first day of the advertised "Notice Inviting Sealed Bids". 1-1.04 TAXES -- No mention shall be made in the proposal of Sales Tax, Use Tax, or any tax, as all amounts bid will be deemed and held to include any such taxes, which may be applicable. 1-1.05 INTERPRETATION OF PLANS AND DOCUMENTS -- If any person contemplates submission of a bid for the proposed contract and is in doubt as to the true meaning of any part of the services to be performed, they may submit a written request for an interpretation or correction thereof. The person submitting the request will be responsible for its prompt delivery within 5 working days prior to the day of the proposed bid opening. Any interpretation or correction of the proposed documents shall be made only by addendum duly issued and copy of such addendum will be faxed and mailed or delivered to each person of record as receiving a set of such documents. The City will not be responsible for any other form of explanation or interpretation of the proposed documents. SP-3 1-1.06 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 themselves 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 a bid any such addenda issued may render the bid irregular and may result in its rejection by the City. 1-1.07 PLANS AND SPECIFICATIONS TO BE PROVIDED -- The City will provide the Contractor with five (5) sets of Plans and Specifications at no cost after the Award of Contract. The Contractor shall obtain all additional sets at its own cost. • SP-4 SECTION 2 2-1 BID REQUIREMENTS AND CONDITIONS 2-1.01 GENERAL -- Bids must submitted on the bid form contained herein. All bids shall be signed, sealed and accompanied by cash, cashier's check or bid bond made payable to the City of San Bernardino, in the amount of ten percent (10%) of the bid. Such cash, check or bond shall be given as a guarantee that the bidder will enter into the contract if awarded to him. In the event the bidder, to whom the contact is awarded, refuses to execute said contract, and/or fails to file the necessary bonds and insurance certificate within ten (10) working days following the date of the City's Notice of Award letter, the Bidder shall forfeit the bid bond to the City. By not executing the contract, the use by the public of the improvements will be delayed and the public will suffer great damage. From the nature of the case, it would be extremely difficult and impractical to fix the amount of said damage. Therefore, the City and the bidder agree that the bid guarantee of 10% of the bid shall be paid to the City as forfeiture. Bid bonds shall be underwritten by a surety company having a rating in Best's most recent Insurance Guide of "A" or better. Bonds must be issued by a surety who is listed in the latest version of U.S. Department of Treasury Circular 570 and is authorized to issue bonds in the State of California. The Form of Bid Bond is contained in the Bid Documents in Part I of the Special Provisions. Notarization of the signatures of the Principal and the Surety and the Power of Attorney of the signing Surety shall accompany this form. Any bid not accompanied by such bid bond will be rejected as invalid. 2-1.02 MINORITY AND WOMEN'S BUSINESS ENTERPRISES, -- A policy for establishing goals for participation of Minority and Women's Business Enterprises (MBE/WBE) was adopted by Resolution No. 95-409 of the Mayor and Common Council of the City of San Bernardino, on 11-20-95. This outreach program superseded Resolution No. 93-411 and the Standard Operation Procedures dated January 1994. Bidder's outreach efforts (good faith efforts) must reach out to MBEs, WBEs and all other business enterprises. Prime bidders could reasonably be expected to produce a level of participation by interested subcontractors of 15 % MBE and 5 % WBE on this project. Bidders shall make every reasonable effort to solicit bids from MBE/WBEs. A justification shall be provided to support the rejection of any bid from a minority or women's business enterprise, certified by Caltrans. • SP-5 2-1.03 MINORITY, WOMEN AND OTHER BUSINESS ENTERPRISES AND CITY PROCUREMENTS -- It is the policy of the City of San Bernardino to provide Minority Business Enterprises (MBEs), Women Business Enterprises (WBEs) and all other enterprises an equal opportunity to participate in the performance of all City contracts. Bidders shall assist the City in implementing this policy by taking all reasonable steps to ensure that all available business enterprises, including local MBEs and WBEs, have an equal opportunity to compete for and participate in City contracts. Bidders' good faith efforts to reach-out to MBEs, WBEs and all other business enterprises shall be determined by the following factors: (1) The bidder attended pre-solicitation or pre-bid meetings, if any, scheduled by the City to inform all bidders of the requirements for the project for which the contract will be awarded. The City may waive this requirement if the bidder certifies it is informed as to those project requirements. (2) The bidder identified and selected specific items of the project for which the contract will be awarded to be performed by sub-contractors to provide an opportunity for participation by MBEs, WBEs and other business enterprises. The bidder shall, when economically feasible, divide total contract requirements into small portions or quantities to permit maximum participation of MBEs, WBEs and other business enterprises. (3) The bidder advertised for bids from interested business enterprises not less than ten calendar days* prior to the submission of bids, in one or more daily or weekly newspapers, trade association publications, minority or trade oriented publications, trade journals, or other media specified by the City. (4) The bidder provided written notice of its interest in bidding On the contract to those business enterprises, including MBEs and WBEs, having an interest in participating in such contracts. All notices of interest shall be provided not less than ten calendar days* prior to the date the bids were required to be submitted. In all instances, the bidder must document that invitations for sub-contracting bids were sent to available MBEs, WBEs and other business enterprises for each item of work to be performed. The Mayor's Affirmative Action Office shall be available to help identify interested MBEs, WBEs and other business enterprises. (5) The bidder documented efforts to follow up initial solicitations of interest by contracting the business enterprises to determine with certainty whether the enterprises were interested in performing specific portions of the project. (6) The bidder provided interested enterprises with information about the Plans, Specifications and requirements for the selected sub-contracting work. SP-6 (7) The bidder requested assistance from organizations that provide assistance in the recruitment and placement of MBEs, WBEs and other business enterprises not less than fifteen days* prior to the submission of bids. (8) The bidder negotiated in good faith with interested MBEs, WBEs and other business enterprises and did not unjustifiably reject as unsatisfactory bids prepared by any enterprises, as determined by the City. As documentation the bidder must submit a list of all sub-bidders for each item of work solicited, including dollar amounts of potential work for MBEs, WBEs and other business enterprises. (9) The bidder documented efforts to advise and assist interested MBEs, WBEs and other business enterprises in obtaining bonds, lines of credit, or insurance required by the City or Contractor. If the City has established expected levels of participation for MBE and WBE sub- contractors, failure to meet those levels shall not be a basis for disqualification of the bidder. A determination of the adequacy of a bidders' good faith effort must be based on due consideration of the indicia of good faith as set forth above. In the event that the City is considering awarding away from the lowest bidder or not awarding a contract to a proposed bidder because the bidder is determined to be non-responsive for failure to comply with the good faith indicia set forth above, the City shall, if requested, and prior to the award of the contract, afford the bidder the opportunity to present evidence to the Mayor and Common Council in a public hearing of the bidders' good faith efforts in making its outreach. In no case should the City award away pursuant to this program if the bidder makes a good faith effort but fails to meet the expected levels of participation. For the purposes of this Policy, "minority" shall be synonymous with "minority person" as defined in California Public Contract Code Section 2000(f). Nothing herein restricts the discretion of the City to reject all bids in accord with Charter Sections 140 and 238 or Chapter 3.04 of the San Bernardino Municipal Code. The directions set forth herein shall take effect immediately, and all City Departments shall modify their implementation programs to the extent such programs are inconsistent with this policy. 2-1.04 SUBMISSION OF MBE/WBE INFORMATION — GOOD FAITH EFFORTS - The Contractor may submit the MBE/WBE INFORMATION — GOOD FAITH EFFORTS document with the contract Bid Documents prior to the hour of the bid opening. If this document is not submitted with the Bid Documents, it must be submitted to the Public Works Division, upon request, by 4:30 p.m. on the fourth working day following the day of the bid opening. *In the case short bid opening periods, proof of faxes requesting MBE, WBE participation and faxed requests for assistance in recruitment of MBEs and WBEs shall suffice. SP-7 2-1.05 WITHDRAWAL OF BIDS -- A bid 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" or an amended date and hour stipulated in a signed addenda to the Special Provisions. The withdrawal of a bid will not prejudice the right of the Bidder to submit a new bid, providing there is time to do so. Bids may not be withdrawn after said bid opening hour without forfeiture of the bidder's bid guarantee. 2-1.06 IRREGULAR BIDS -- Unauthorized conditions, limitations, or provisions attached to a bid will render it irregular and may cause its rejection. The completed bid forms shall be without interlineations, alterations, or erasures. No oral, telegraphic, or telephonic bid, modification, or withdrawal will be considered. SP-8 SECTION 3 3-1 AWARD AND EXECUTION OF CONTRACT 3-1.01 GENERAL -- The award of the contract, if it be awarded, will be to the lowest responsible bidder whose bid complies with all the requirements prescribed. The award of the contract will be made by the Mayor and the Common Council at a Council meeting. The bidder, to whom the contract is awarded, shall file with the Engineer all required bonds and insurance policies, and execute the contract within 10 calendar days after receiving notification of the award. Failure to file the stipulated documents and execute the contract within the prescribed time shall constitute good and sufficient grounds for rescission of the award and payment of 10% of the bid to the City as liquidated damages. 3-1.02 CONTRACT BONDS -- The Payment and Faithful Performance Bonds shall be filed with the Engineer before the contract is executed by the City in accordance with Section 2-4, "CONTRACT BONDS", of the Standard Specifications. The contract bonds, including Payment Bond (Material and Labor Bond) and Performance Bond shall be underwritten by a surety company having a rating in Best's most recent Insurance Guide of"A" or better. Bonds must be issued by a surety who is listed in the latest version of U.S. Department of Treasury Circular 570 and is authorized to issue bonds in the State of California. 3-1.03 DISQUALIFICATION OF BIDDERS -- In the event that any Bidder acting as a prime contractor has an interest in more than one submitted bid, 'all such submitted bids 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 bid as a prime contractor. No contract will be executed unless the Bidder is licensed in accordance with the provisions of the State Business and Professions Code. The Contractor shall fill out all documents contained in the Bid Document section, and comply with all the requirements of the Bid Documents and specifications contained in the Special Provisions. Failure of the bidder to fulfill the requirements of the Special Provisions for submittals required to be furnished after bid opening, including but not limited to BMP/SWPPP, traffic control and detour plans or escrowed bid documents, where applicable, may subject the bidder to a determination of the bidder's responsibility in the event it is the apparent low bidder on a future public works contracts. SP-9 3-1.04 AWARD OF CONTRACT -- Following a review of the bids, the City shall determine whether to award the contract or to reject all bids. The award of contract, if made, will be to the lowest responsible Bidder as determined solely by the City. Additionally, the City reserves the right to reject any or all bids, 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 legal notice inviting sealed bids as may be required to provide for the best interest of the City. The Contractor's original signature on the Bid Form shall constitute a commitment on the part of the Bidder to furnish the items as set forth in the Bid Form, the Instructions to Bidders, the Plans, the Special Provisions and the Notice Inviting Sealed Bids. The Bidder to whom the contract is awarded shall be notified upon approval of the contract by the Mayor and Common Council.. The Notice Inviting Bids, the Instructions to Bidders, the Bid Form, the Plans, Special Provisions and Standard Specifications, Addenda, together with any attachments, shall be considered as part of the contract between the City and the Contractor to whom the contract is awarded. 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. 3-1.05 REQUIRED EXAMINATION OF ALL CONTRACT DOCUMENTS A. Before submitting a Bid, each Bidder shall thoroughly examine and be familiar with the Specifications, Plans, and addenda, or any other Contract Documents. The submission of a Bid shall constitute an acknowledgement upon which the City may rely that the Bidder has thoroughly examined and is familiar with all the Contract Documents. B. The failure or neglect of a Bidder to receive or examine any of the Contract Documents shall in no way relieve that Bidder from any obligation with respect to its Bid or to the Contract. No claim for additional compensation will be allowed which is based upon a lack of knowledge of any Contract Documents. C. The Bidder shall not be allowed any extra compensation by reason of any matter or thing, concerning that which such Bidder might have fully informed himself prior to the bidding. D. No Bidder shall at any time after submission of a bid make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completion of the job. SP-10 3-1.06 REQUIRED INSPECTION OF THE SITE -- A. Bidders are required to inspect the site of the work to satisfy themselves by personal examination, or by such other means as they may prefer, of the location of the proposed work, and of the actual conditions, including subsurface of, and at, the site of the work. B. If, during the course of examination, a Bidder finds facts or conditions that appear to be in conflict with the letter or spirit of the bidding documents, the Bidder shall notify the Engineer immediately. C. Submission of a Bid by the Bidder shall constitute conclusive evidence that, if awarded the Contract, it has relied and is relying on its own examination of the following: 1. The site of the work. 2. Access to the site. 3. All other data and matter requisite to the fulfillment of the work. 4. The Bidder's own knowledge of existing facilities on and in the vicinity of the site of the work under the Contract. 5. The conditions to be encountered. 6. The character, quality, scope and complexity of the proposed work. 7. The quality and quantity of the materials to be furnished. 8. The requirements of the Specifications, Plans, any addenda, or any other Contract Documents. D. The information provided by the City is not intended to be a substitute for, or a supplement to, the independent verification by the Bidder to the extent such independent investigation of site conditions is deemed necessary or desirable by the Bidder. • SP-11 SECTION 4 4-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK TIME OF COMPLETION AND LIQUIDATED DAMAGES 4-1.01 GENERAL -- Attention is directed to the provisions of Section 6-1, "Construction Schedule and Commencement of Work", Section 6-7.1, "Time of Completion", Section 6-8, "Completion, Acceptance and Warranty" and of Section 6-9, "Liquidated Damages" of the Standard Specifications and these Special Provisions. 4-1.02 PRE-CONSTRUCTION MEETING -- The Pre-Construction Meeting shall be within 10 working days of the notification of the award of the contract by the Mayor and Common Council. The Contractor shall, at the time of notification, inform the Construction Engineer of any special circumstances or conditions that might prohibit the Contractor from attending a Pre-Construction Meeting during this period, or from commencing work as scheduled. 4-1.03 NOTICE TO PROCEED -- The Notice to Proceed will be issued within 10 working days of the Pre-Construction meeting. The Contractor shall immediately notify and obtain the approval of the Construction Engineer, prior to the Pre-Construction Meeting, should special circumstances or conditions exist that might prohibit the Contractor from commencing work as scheduled. 4-1.04 WORKING DAYS -- The Contractor shall diligently prosecute the work to completion before the expiration of 30 WORKING DAYS from the date of the "NOTICE TO PROCEED". 4-1.05 LIQUIDATED DAMAGES -- The Contractor shall pay to the City of San Bernardino the sum of $500.00 per day for each calendar day's delay in finishing the work in excess of the number of working days prescribed above. SP-12 • In case all the work called for is not completed in all parts and requirements within the time specified, the City shall have the right to grant or deny an extension of time for completion, as may seem best to serve the interest of the City. The Contractor will not be assessed with liquidated damages during the delay in the completion of the work caused by acts of God or of the Public Enemy, acts of the State, fire not due to acts of Contractors or Subcontractors, epidemics, quarantine, restrictions, freight embargo, unusually severe weather, or delays of Subcontractors due to such causes provided that the Contractor shall, within ten (10) days from the beginning of such delay, notify the City, in writing, of the cause of the delay. The City will ascertain the facts and the extent of the delay, and the findings thereon shall be final and conclusive. The Contractor's proposed Construction Schedule, Traffic Control Plan and Traffic Detour Plan (as required) shall be submitted to the Engineer within ten (10) working days after the date of the Notice of Award of the Contract. The Construction 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. The schedule shall be in the form of a tabulation, chart or graph. 4-1.06 PROGRESS REPORTS AND ACCOUNTING OF CONTRACTOR WORKING DAYS -- The Contractor shall submit periodic Progress Reports to the Engineer by the tenth 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. Section 6-7.3, "Contract Time Accounting", of the Standard Specifications is superseded by these Special Provisions. The Engineer or his/her designee will make a daily determination of each working day to be charged against the contract time. Per the Contractor's written request, the Engineer will provide working and non-working days to the Contractor. 4-1.07 INSPECTION -- The Contractor is responsible to notify the Public Works/Engineering Division 48 hours prior to start of any work. Any work performed without inspection by the City is subject to rejection and removal of work performed and, at the Contractor's expense, the work will have to be reconstructed. At the City's request, and the Contractor's expense, any pipes less than 24" must be inspected by camera for joint grouting and any other inspection. For inspection after regular working hours, see Section 6-1.06 "HOLIDAYS, WORKING DAYS AND HOURS", of these Special Provisions. 4-1.08 PERMITS AND LICENSES -- Prior to issuance of a "Notice to Proceed", Contractor shall obtain a City Business Registration from the City Clerk's Office, San Bernardino City Hall, 300 North"D" Street, 2nd Floor, San Bernardino, CA 92418. SP-13 SECTION 5 5-1 LEGAL REQUIREMENTS 5-1.01 INSURANCE REQUIREMENTS -- The Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his agents, representatives, employees or subcontractors. The Contractor shall indemnify and save harmless the City of San Bernardino, the County of San Bernardino, the State of California, and/or any incorporated city from all claims or suits for damages arising from the prosecution of the contract work, as more fully described in Subsection 5-1.06, "Contractor's Liability", of these Special Provisions.. The Contractor agrees to protect, defend and indemnify the City of San Bernardino against loss, damage or expense by reason of any suit claims, demands,judgments and causes of action caused by the Contractor, its 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 its option, may include such coverage under Public Liability coverage. 5-1.02 LIABILITY INSURANCE -- The Contractor's attention is directed to Section 7-3, "Liability Insurance", of the Standard Specifications, providing that the Contractor shall furnish the City with a policy or certificate of liability insurance prior tb execution of the contract. All of the Insurance Policies shall name the City of San Bernardino as an additional insured. The endorsement shall be provided by the broker or agent of the insurance company and shall be notarized to that effect. ACCORD Forms are not acceptable, nor forms signed by the broker, unless they have Power of Attorney to bind the insurance provider. (See attached sample forms.) Contractor shall maintain minimum limits of insurance no less than: 1. General Liability: $1,000,000.00 per occurrence and $2,000,000.00 aggregate for bodily injury, personal injury and property damage. Commercial General Liability Insurance or other form with a general aggregate limit shall apply separately to this project/location; SP-14 2. Products/Completed Operations: $1,000,000.00 per occurrence and $2,000,000.00 aggregate; 3. Automobile Liability: $1,000,000.00 per accident for bodily injury and property damage; 4. Employer's Liability: $1,000,000.00 per accident for bodily injury or illness; 5. Course of Construction: Completed value of the project. 5-1.03 WORKERS' COMPENSATION INSURANCE -- The Contractor's attention is directed to Section 7-4, "Workers' Compensation Insurance", of Standard Specifications, providing that the Contractor shall file a signed Certificate of Workers' Compensation Insurance before execution of the contract. 5-1.04 PAYMENT OF PREVAILING WAGE RATE -- The Contractor and all subcontractors shall pay each craft or worker employed on this project not less than the prevailing wage rates specified in Resolution No. 90-358 of the Mayor and Common Council of • the City of San Bernardino. The Engineer shall have the right to interview any craft or worker on the project site in order to verify payment of prevailing wage rates in accordance with Resolution No. 90-358. Prevailing wage shall comply with current rates and all updates. The Contractor shall comply with the provisions in Sections 10262 and 10262.5 of the Public Contract Code and Section 7108.5 of the Business and Professions Code concerning prompt payment to subcontractors. 5-1.05 PAYROLL RECORDS -- The Contractor's attention is directed to the following provisions of Labor Code Section 1776. The Contractor shall be responsible for the compliance with these provisions by his subcontractors. (a) The Contractor and all subcontractors shall keep an accurate payroll record, showing the name address, social security number, work classification, straight time, and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with public work. SP-15 (b) The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the Contractor on the following basis: (1) A certified copy of an employee's payroll record shall be made available for inspection or furnished to such employee or his or her authorized representative on request. (c) Each Contractor shall file a certified copy of the records enumerated in subdivision (a) with the Engineer on a weekly basis. It will be the Contractor's responsibility to submit the records enumerated in subdivision (a) for all his subcontractors, in addition to his own employees. Failure to submit the records enumerated in subdivision (a) on a timely basis shall constitute good and sufficient reason for withholding the partial payments for work accomplished. 5-1.06 CONTRACTOR'S LIABILITY -- The City of San Bernardino, the Mayor and Common Council, the City Manager or the City 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 workers or the public; or for damage to any person or persons, either workers or the public; or for damage to adjoining property from any cause which might have been prevented by the Contractor, or his workers, 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 not encroach on private property adjacent to this project in any phase of the construction without first obtaining a signed Right Of Entry document from the property owner and submitting this Right Of Entry to the Engineer for approval, prior to any entry or encroachment onto private property. The Contractor shall be responsible for any injury to any person or damage to property resulting from any defects or obstruction occurring any time before project completion and final acceptance, and shall indemnify and save harmless the City of San Bernardino, the Mayor and Common Council, the City Manager or the City 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. SP-16 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. 5-1.07 ATTORNEY'S FEES AND ARBITRATION -- The prevailing party in any legal action to enforce or interpret any provisions of this Agreement will be entitled to recover from the losing party all attorney fees, court costs and necessary disbursements in connection with that action. The costs, salary and expenses of the City Attorney and members of his office, in connection with that action, shall be considered as attorney's fees for the purposes of this Agreement. Caltrans Standard Specifications Section 9-1.10 regarding Binding Arbitration is hereby specifically excluded from this Contract. 5-1.08 CITY BUSINESS REGISTRATION CERTIFICATE -- The Contractor warrants it possesses, or shall obtain, and maintain during the term of this Agreement, a business registration certificate pursuant to Title 5 of the City of San Bernardino Municipal Code, and any and all other licenses, permits, qualifications, insurance and approvals of whatever nature that are legally required of contractor/consultant/vendor to practice its profession, skill or business. Contractor shall obtain a City of San Bernardino Business Registration at his/her own expense. • SP-17 ACORD FORM INSURANCE SAMPLE: ACCORD CERTIFICATE OF INSURANCE DATE(MM/YY/DD) 00/00/00 PRODUCER THIS CERTIFICATE ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. COMMERCIAL ASSOCIATES INS., INC. THIS CERTIFICATE DOES NOT AMEND,EXTEND, OR ALTER 1226 EAST LA PALMA AVENUE THE COVERAGE AFFORDED BY THE POLICIES BELOW. ANAHEIM, CA 92807 COMPANIES AFFORDING COVERAGE • (714)524-4949 FAX: (7145)524-4940 COMPANY A CNA-TRANSCONTINENTAL INSURED COMPANY B CNA-VALLEY FORGE COMPANY YOUR COMPANY NAME C CHUBB GROUP-FEDERAL INSURANCE AND ADDRESS COMPANY D COVERAGES 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. CO TYPE OF INSURANCE POLICY POLICY EFFECTIVE POLICY EXPIR LIMITS LTR NUMBER DATE(MM/YY/DD) DATE(MM/YY/DD) GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 X COMMERCIAL GEN LIABILITY FIRE DAMAGE(ANY ONE FIRE) A S 500,000 CLAIMS MADE OCCUR MED EXP(ANY ONE PERSON) S 5,000 X OWNER'S&CONTRACTOR'S PROT 102267576 001/98 02/01/99 PERSONAL&ADV INJURY S 1,000,000 GENERAL AGREGATE S 2,000,000 PRODUCTS-COMP/OP AGG S 2,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S 1,000,000 X AUTO BODILY INJURY (Per Person) S $ ALL OWNED AUTOS BODILY INJURY (Per cident) S BAP 5197135 02/01/98 02/01/99 SCHEDULED AUTOS RTY DAMAGE ccident S HIRED AUTOS NON-OWNED AUTOS GARAGE LIABILITY S O Y-ECH ACCIDENT other only: ANY AUTO EACH S ACCIDENT other than auto only: S AGGREGATE WORKERS COMPENSATION AND X WORKERS COMP EMPLOYER'S LIABILITY STATUTORY LIMITS C E.L.EACH ACCIDENT 51,000,000 2/01/98 02/01/99 THE PROPRIRETOR/ INCL E.L.DISEASE—EA EMPLOYEE 51,000,000 PARTNERS/EXECUTIV - E OFFICERS ARE EXCL E .DISEASE—POLICY LIMIT 51,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS JOB LOCATION: ALL CALIFORNIA OPERATIONS OF THE NAMED INSURED RE: (INSERT PROJECT NAME) BELOW NAMES AS ADDITIONAL INSURED WITH RESPECT TO GENERAL LIABILITY AS REQUIRED BY PROJECT CONTRACT CERTIFICATE HOLDER CANCELLATION THE CITY OF SAN BERNARDINO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUEING COMPANY WILL MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMES TO THE DEPARTMENT OF DEVELOPMENT SERVICES LEFT. DIVISION OF PUBLIC WORKS AUTHORIZED REPRESENTATIVE 300 N. "D" STREET, 31iD FLOOR JOHN E.SMITH (Signature) SAN BERNARDINO,CA 92418-0001 ACCORD 25-S (1/95) 0 ACCORD CORPORATION SP-18 • COMMERCIAL GENERAL LIABILITY NAMED INSURED: POLICY NUMBER: THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY ADDITIONAL INSURED OWNERS, LESSEES OR CONTRACTORS ( FORM B ) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART-OCCURRENCE SCHEDULE NAME OF PERSON OR ORGANIZATION: CITY OF SAN BERNARDINO DEVELOPMENT SERVICES/PUBLIC WORKS 300 NORTH "D" STREET, 3RD FLOOR SAN BERNARDINO, CA 92418-0001 SAMPLE ONLY (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of"your work" for that insured by or for you. NOTE: MUST BE SIGNED BY AUTHORIZED REPRESENTATIVE FOR PROVIDER SUPPLY POWER OF ATTORNEY GIVING AUTHORITY TO BIND CG 20 10 11 85 • Authorized Representative for CNA Insurance Group Golden Eagle Insurance Company SP-19 SECTION 6 6-1 GENERAL 6-1.01 INCREASED OR DECREASED QUANTITIES -- If the total pay quantity of any item of work subject to the provisions in Section 3-2.2.1, "Contract Unit Prices", "increased or decreased quantities", of the Standard Specifications varies by more than 25 percent, compensation payable to the Contractor will be determined in accordance with said Section 3-2.2.1 and these Special Provisions. When the compensation payable for the number of units of an item of work performed in excess of 125 percent of the Engineer's Estimate is less than $1,500 at the applicable contract unit price, the Engineer reserves the right to make no adjustment in said price if he so elects, except that an adjustment will be made if requested in writing by the Contractor. Such Contractor's request shall be accompanied by adequate, detailed data to support costs of the item. Should the total pay quantity of any item of work required under the contract be less than 75 percent of the Engineer's Estimate, therefor, the Engineer reserves the right to make no adjustment in said price if he so elects, except that an adjustment will be made if requested in writing by the Contractor. Such Contractor's request shall be accompanied by adequate, detailed data to support costs of the item. The payment of the total pay quantity of such item of work will in no case exceed the payment which would be made for the performance of 75 percent of the Engineer's Estimate of the quantity at the original contract unit price. 6-1.02 SOUND CONTROL REQUIREMENTS -- Sound control shall comply with Chapter 8.54 of the City of San Bernardino Municipal Code and these Special Provisions. The noise level from the Contractor's operations between the hours of 9:00 p.m. and 6:00 a.m. shall not exceed 86 dbA at the distance of 50 feet. This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise levels Said noise level requirements shall apply to all equipment on the job or related to the job, including but not limited to trucks, transit mixers or transient equipment that may or may not be owned by the Contractor. The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel. SP-20 6-1.03 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS -`The Contractor shall adhere strictly to Sections 7-8 and 7-10 of the Standard Specifications for Public Works (Green Book) through the entire project. The Contractor, without limitation, shall be responsible to provide and implement Best Management Practices to comply with National Pollution Discharge Elimination System (NPDES) standards and practices. The Contractor shall be responsible, to the fullest extent possible, not to permit any contaminants, including soil, to enter any drainage system. Contractor shall be responsible to be prepared to provide hay bales or similar devices to prevent erosion from being washed into the storm drain system. The Contractor shall be responsible to maintain equipment so that oil, grease, gasoline, diesel fuel, et al., does not contaminate areas subject to run-off. The Contractor and its Surety shall fully indemnify the City for any pollution damage and/or cleaning costs. All construction on off-site or on-site improvements shall adhere to NPDES (National Pollution Discharge Elimination System) Best Management Practices to prevent deleterious materials or pollutants from entering the City or County storm drain systems. The following are the areas to be addressed where applicable: 1. Handle, store and dispose of materials properly. 2. Avoiding excavation and grading activities during wet weather. 3. Construct diversion dikes and drainage swales around working sites. 4. Cover stockpiles and excavated soil with secured tarps or plastic sheeting. • 5. Develop and implement erosion control plans. 6. Check and repair leaking equipment away from construction site. 7. Designate a location away from storm drains for refueling. 8. Cover and seal catch basins whenever working in their vicinity. 9. Use vacuum with all concrete sawing operations. 10. Never wash excess material from aggregate, concrete or equipment onto a street 11. Catch drips from paver with drip pans or absorbent material. 12. Clean up all spills using dry methods. 13. Sweep all gutters at the end of each working day. Gutters shall be kept clean after leaving construction site. 14. Call 911 in case of a hazardous spill. 15. Keep a running log of all activities in connection with the Storm Water Pollution Prevention Plan (SWPPP) 16. Name a person, on site, responsible for complying with S.W.P.P.P. BEST MANAGEMENT PRACTICES ( BMPs ): Best Management Practices shall be defined as any program, technology, process, site criteria, operating method, measure, or device which controls, prevents, removes, or reduces pollution. The Contractor shall obtain and refer to the California Storm Water Best Management Practice Handbooks, Volume 3 Construction BMP Handbook and the County Regional Best Management Practices Handbook for Construction Activities. SP-21 The Contractor shall have a minimum of two (2) readily accessible copies of each publication on the Work site at all times. The Contractor shall implement the following BMPs in conjunction with the construction operation and activities: CONSTRUCTION PRACTICES Water Conservation Practices Dewatering Paving Operations Structure Construction and Painting MATERIAL MANAGEMENT Material Delivery and Storage Material Use Spill Prevention and Control WASTE MANAGEMENT Solid Waste Management Hazardous Waste Management Contaminated Soil Management Concrete Waste Management Sanitary/Septic Waste Management VEHICLE AND EQUIPMENT MANAGEMENT Vehicle and Equipment Cleaning Vehicle and Equipment Fueling • Vehicle and Equipment Maintenance VEGETATIVE STABILIZATION Scheduling Preservation of Existing Vegetation Temporary Seeding and Planting Mulching PHYSICAL STABILIZATION Geotextiles and Mats Soil Stabilizer/Dust Control Temporary Stream Crossing Stabilized Construction Roadway Stabilized Construction Entrance SP-22 RUNOFF DIVERSION Sodding, Grass Plugging, and Vegetative Buffer strips Earth Dikes, Drainage Swales, and Lined Ditches Top and Toe of Slope Diversion Ditches/Berms Slope Drains and Subsurface Drains VELOCITY REDUCTION Flared Culvert End Sections Outlet Protection/Velocity Dissipation Devices Check Dams Slope Roughening/Terracing/Rounding SEDIMENT TRAPPING Silt Fences Straw Bale Barrier Sand Bag Barrier Brush or Rock Filter Storm Drain Inlet Protection Sediment Traps Sediment Basin Additional BMPs may be required as a result of a change in actual field conditions, contractor activities, or construction operations. When more than one BMP is listed under each specific BMP category, the Contractor shall select the appropriate and necessary number of BMPs within each category in order to achieve the BMP objective. BMPs for contractor activities shall be continuously implemented throughout the project. Resources to implement BMPs for erosion control and sedimentation shall be readily available and implemented throughout the construction phase and whenever the National Weather Service predicts rain within 24 hours. BMPs for erosion control and sedimentation shall also be implemented prior to the commencement of any contractor activity or construction operation that may produce run-off, and whenever run-off from other sources may occur. The CITY, as Permittee, is subject to enforcement actions by the State Water Resources Control Board, Environmental Protection Agency, and private citizens. The CITY may assess the Contractor a penalty of $1,000 for each calendar day that the Contractor has not fully implemented the BMPs specified for the Contract and/or is otherwise in noncompliance with these provisions. In addition, the CITY will deduct, from the final payment due the Contractor, the total amount of any fines levied on the CITY, plus legal and staff costs, as a result of the Contractor's lack of compliance with these provisions and/or less than complete implementation of the specified BMPs. SP-23 STORM WATER POLLUTION PREVENTION PLAN ( SWPPP ): A Storm Water Pollution Prevention Plan (SWPPP) shall be defined as a report that includes site map(s), identification of construction and contractor activities that could pollute storm water, and a description of measures and practices to control the potential pollutants. The preparation and implementation of the SWPPP is intended to ensure that the Contractor will make every reasonable effort to prevent the pollution of water resources during the period of construction. All projects, regardless of size, shall have a SWPPP developed prior to the performance of any soil disturbing activities. Projects over one acre are placed under the regulations of the National Pollutant Discharge Elimination System (NPDES) General Permit for Storm Water Discharge Associated with Construction Activity. In the State of California, these regulations are adopted by the State Water Resources Control Board and as such projects that fall into this category must submit a Notice of New Construction (NONC) to the State Water Resources Control Board (SWRCB) to obtain a waste discharge identification number (WDID). This information is available for review and downloading on the State of California, Department of Transportation web site at http://www.dot.ca.gov/hq/construc/stormwater/manuals. SWPPP's over one acre shall be prepared under the supervision of, and signed by, a Civil Engineer registered by the State of California. All SWPPP's shall include and incorporate BMPs that address contractor activities, erosion, and sedimentation control. The SWPPP shall also include and incorporate appropriate BMPs for run-off generated by construction activities and other non-storm water sources. During all periods of construction, excavated soils which are stored on-site shall be completely covered with waterproof material and sand (or gravel) bagged or bermed in order that, in the event of a storm, no soil becomes mixed with or transported by storm water run-off. If, during construction operations, field conditions change in a mariner which, in the opinion of the Engineer, significantly deviates from how the SWPPP, as approved by the CITY, addressed the current construction operation, the Engineer may direct the Contractor to revise the current construction operation and/or the SWPPP. Such directions will be made in writing and will specify the items of work for which the SWPPP is inadequate. No further work on these items will be permitted until the Contractor revises the construction operations to the satisfaction of the Engineer and/or until the Contractor submits a revised SWPPP and receives CITY approval. The Engineer shall notify the Contractor of the acceptance or rejection of the revised SWPPP within seven(7) working days from the date of submittal. The BMP (Best Management Practices) and/or SWPPP (Storm Water Pollution Prevention Plan) shall be submitted to the CITY for review and approval a minimum of ten (10) working days prior to the commencement of_construction operations in accordance with this Section 6-1.03 of these Special Provisions. SP-24 • The City's NPDES Section shall be contacted prior to any work to determine whether or not the project will require the development of a Water Quality Management Plan(WQMP). THE CONTRACTOR SHALL COMPLY WITH THESE REQUIREMENTS AND CITY ENGINEER'S DIRECTIONS DURING THE COURSE OF CONSTRUCTION. Full compensation for the implementation of BMPs, including the construction, removal, and the furnishing of all necessary labor, equipment, and materials to comply fully with NPDES requirements shall be considered as included in the contract bid lump sum price, or if no specific bid item, the contract bid prices paid for the various bid items of work, and no additional compensation shall be allowed therefor. Full compensation for preparation of the SWPPP, revisions to the SWPPP, and all other related costs, including the construction, removal, and the furnishing of all necessary labor, equipment, and materials to comply fully with NPDES requirements shall be considered as included in the contract bid lump sum price, or if no specific bid item, the contract bid prices paid for the various bid items of work, and no additional compensation shall be allowed therefor. 6-1.04 PERMITS AND LICENSE -- The Contractor shall pay for and obtain a City Business Registration prior to the execution of the contract. Prior to the commencement of work, the Contractor shall obtain a construction permit at no cost from the City of San Bernardino, Public Works Division, Engineering Section, located at San Bernardino City Hall, 300 North "D" Street, 3`d Floor, San Bernardino;CA 92418. The permit shall be kept in a readily available place on the job site at all times during construction. While no fee will be charged for the permit, no permit will be issued unless the Contractor provides a code reference number from USA. Contractor shall obtain all required permits from all other City of San Bernardino Departments/divisions and/or agencies including, but not limited to, Building Inspection Division, Public Services — Sewer, Water, County Flood Control, Railroad, Caltrans, Fish & Game, Corp. of Engineers, Regional Water Quality Board, etc., at his/her own expense, unless otherwise stated in the Plans and Specifications. These fees and permits shall include water and sewer hook-up, meter, inspection and flagging fees. Contractor shall obtain a City of San Bernardino Business Registration at his/her own expense. 6-1.05 EXTRA WORK AND MARKUP -- Any extra work done shall conform to the provisions of Section 3.3, "Extra Work", of the Standard Specifications, subject to the restrictions of Section 20452 and 20455 of the Public Contract Code. SP-25 A. Work by Contractor The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits: 1) Labor 20 2) Material 15 3) Equipment Rental 15 4) Other items and Expenditures 15 To the sum of the costs and markups provided for in this subsection, compensation for bonding shall be at the rate specified by the bonding company. B. Work by Subcontractor When all or any part of the extra work is performed by a Subcontractor, the markup established above shall be applied to the Subcontractor's actual cost of such work, also a markup of 10 percent on the first $5,000.00 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000.00 of the subcontracted portion of the extra work may be added by the Contractor. 6-1.06 HOLIDAYS, WORKING DAYS AND HOURS -- The Contractor's activities shall be confined to the hours between 7:00 a.m. and 4:30 p.m., Monday through Friday, excluding holidays, as defined in this section. Deviation from these hours will not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property. No traveled lane shall be closed during rush hour, (7:00 a.m. to 8:30 a.m. and 4:30 p.m. to 6:00 p.m., unless approved by the Engineer. The Contractor shall coordinate with the Engineer regarding working hours prior to start of construction. In the event of either a requested or emergency deviation, inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates, including benefits, overhead and travel time. The Contractor will coordinate inspections with. the Public Works Inspector 48 hours prior to any work being done during evenings or Saturdays. Designated legal Holidays are: January 1st, the third Monday in January, the third Monday in February, the last Monday in May, July 4th, the first Monday in September, November 11th, Thanksgiving Day and the Friday following, December 25th and the working day preceding or following (as directed by the Mayor and Common Council) and the last working day of the year. When a designated legal holiday falls on a Sunday, the following Monday shall be a designated legal holiday. When a designated legal holiday falls on a Saturday, the preceding Friday shall be designated a legal holiday. SP-26 6-1.07 PAYMENTS -- Attention is directed to Section 9-3, "Payments", and 9- 3.2, "Partial and Final Payment'", of the Standard Specifications and these Special Provisions. No partial payment will be made for any materials which are furnished, but not incorporated in the work. The Contractor shall submit "As Built" project drawings to the Engineer prior to the release of final payment and/or bonds. 6-1.08 PROJECT APPEARANCE -- The contractor shall maintain a neat appearance to the work including use of street sweeping. In any area visible to the public, the following shall apply: When practicable, broken concrete and debris developed during clearing and grubbing shall be disposed of concurrently with its removal. If stockpiling is necessary, the material shall be removed or disposed of weekly unless otherwise specified. The Contractor is encouraged to recycle all materials. The Contractor shall provide the City all documents as to the weight of materials removed during excavations in accordance with the requirements of AB939. 6-1.09 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL -- Unless otherwise specified, all excess excavation or removed material shall become the property of the Contractor and shall be disposed of by him away from the site of the work. 6-1.10 SURVEYING SERVICE -- The Contractor shall refer to the PROJECT LOCATION SURVEY DOCUMENTS section at the back of these Special Provisions for California Land Surveyors Association (CLSA) and Consulting Engineers and Land Surveyors of California (CELSOC) survey monument preservation guidelines. The Contractor shall perform and be responsible for the accuracy of surveying adequate for construction. A California registered Civil Engineer licensed to perform surveying or a California registered Land Surveyor shall perform any surveying or staking, as directed by the Engineer, at the expense of the Contractor. The Contractor shall preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement shall be by the Contractor at the expense of the Contractor. In case of missing or incorrect ties, the Contractor's Surveyor shall restore ties as necessary at the expense of the Contractor. The Contractor shall submit to the City a copy of all survey notes and a Certificate Record of Survey. SP-27 All new and replaced survey ties shall be by transit method. All existing monumentation shall be tied and recorded prior to construction. Corner Records shall be filed, pre and post construction, in accordance with Section 8771 of the Business and Professions Code (AB 1414). Final monumentation of alignments and new R/W lines shall be performed in accordance with the State of California Surveys Manual (latest edition). Record of Surveys or In-Lieu Maps, as applicable, shall be prepared and filed. One reproducible (mylar) copy of all filed maps and one photocopy of all filed Corner Records or Records of Survey shall be delivered to the City within 30 days of such filings. Full compensation for preparation of the survey documents, revisions to the survey documents, and all other related costs, including the construction, removal, and the furnishing of all necessary labor, equipment, and materials to comply fully with these Special Provisions and the CLSA shall be considered as included in the contract bid lump sum price, or if no specific bid item, the contract bid prices paid for the various bid items of work, and no additional compensation shall be allowed therefor. 6-1.11 CLAYTON ACT AND CARTWRIGHT ACT -- Section 4551 of the State Government 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 acknowledgement by the parties. 6-1.12 PROJECT ERRORS, OMISSIONS, INCONSISTENCIES, AND/OR DISCREPANCIES -- In the event of errors, omissions, inconsistencies, and/or discrepancies among two or more portions of the Contract Documents, the Engineer may direct the Contractor to follow the most stringent requirements at no additional cost. If errors, omission, inconsistencies, and/or discrepancies appear in the Contract Documents or in the work done by others affecting this work, the Contractor shall immediately notify the Engineer prior to proceeding with the work, and the Engineer shall issue appropriate instructions. If the Contractor proceeds with the work so affected, without instructions from the Engineer, the Contractor shall remove the incorrect work or make the necessary corrections to comply with the Engineer's instructions at no cost to the City of San Bernardino. SP-28 In case of conflicts, errors, omissions, inconsistencies, and/or discrepancies on the plan sheets, it is assumed that the bid included the cost for implementing and/or constructing the discrepancy that would have the highest dollar value. 6-1.13 EMERGENCY INFORMATION -- The names, addresses and telephone numbers of the Contractor and subcontractors, or their representatives, which can be reached and will respond to calls 24 hours/day, shall be filed with the Office of the City Engineer prior to beginning work. 6-1.14 MAINTENANCE OF EXISTING IMPROVEMENTS -- The Contractor shall protect and maintain all existing improvements and facilities in place to remain from the first day of work under this contract to acceptance. The Contractor is responsible for replacing any damaged improvement or facility to original condition or better. 6-1.15 CONTRACTOR'S SAFETY RESPONSIBILITY -- The Contractor shall be solely and completely responsible for conditions of the jobsite, including safety of all persons and property during performance of the work. This requirement shall apply continuously and not be limited to normal working hours. Safety provisions shall conform to U.S. Department of Labor (OSHA), the California Occupational Safety and Health Act, and all other applicable Federal, State, County, and City laws, ordinances, regulations, codes, the requirements set forth below, and any regulations that may be detailed in other parts of the Contract Documents. Where any of these are in conflict, the more stringent requirement shall be followed. 6-1.16 SAFETY SUPERVISOR AND MEETINGS -- A. The Contractor shall appoint an employee as safety supervisor who is qualified and authorize to supervise and enforce compliance with the Safety Program. The Contractor shall notify the Engineer in writing prior to the commencement of work of the name of the person who will act as the Contractor's Safety Supervisor. B. The Contractor will, through and with his Safety Supervisor, ensure that all of its employees, and its subcontractors of any tier, fully comply with the Project Safety Policies. The Safety Supervisor shall be a full-time employee of the Contractor whose responsibility shall be for supervising compliance with applicable safety requirements on the work site and for developing and implementing safety training classes for all job personnel. SP-29 C. The Contractor and its affected subcontractors shall attend safety coordination meetings. The minutes of their meetings shall be submitted to the Engineer. 6-1-17 MEETINGS -- A. The Contractor shall attend weekly progress meetings at the project site. B. In general, these meetings will be attended by the Contractor, the Engineer or his designee, and any subcontractors, suppliers, distributors or other concerned individuals with issues or items to discuss. C. Meeting minutes will be taken by the Engineer or his/her designee. The meeting minutes will be available to the Contractor at the following weekly meeting. The Contractor shall be responsible to distribute the meeting minutes to all parties performing work under his contract. D. The Engineer shall have the authority to require that a mandatory meeting be held at any time during normal work hours. E. These meetings shall be attended by the Contractor, the Engineer or his/her designee, and any subcontractors specified by the Engineer. 6-1.18 PAYMENT -- Full compensation for conforming to the requirements of Section 6 shall be considered as included in the prices paid for the various contract bid items of work involved, and no additional compensation will be allowed therefor. SP-30 • SECTION 7 7-1 UTILITIES • 7-1.01 GENERAL -- The location of all utility substructures that may affect the work shall comply with Section 5, "Utilities", of the Standard Specifications and these Special Provisions. The Contractor shall notify the Engineer immediately of any conflict. The Contractor shall match existing products. The Contractor is responsible for coordinating work with the utility owners. Certain companies, governmental agencies, or their contractors may be working within the construction area. Certain utility facilities at various locations within the project limits may be removed, relocated, abandoned, or installed by companies' or agencies' contractors. The Contractor shall coordinate his work with utility owners and their contractors. The Contractor shall exercise due caution to prevent any damage to/or movement of these utility facilities. Listed below are the utilities that may be affected, with the designated contact person. These names and phone numbers are listed for information purposes only. The Contractor is responsible for verifying phone numbers and contact persons. 1. SOUTHERN CALIFORNIA EDISON COMPANY 287 Tennessee Street Redlands, CA 92373 Phone: (909) 307-6788 Attn: Ben Murguia 2. SOUTHERN CALIFORNIA GAS COMPANY 1981 West Lugonia Avenue Redlands, CA 92374-9796 Phone: (909) 335-7772 Attn: Devery Jennings 3. SAN BERNARDINO MUNICIPAL WATER DEPARTMENT Water Utility Division 195 North"D" Street San Bernardino, CA 92401 Phone: (909) 387-7224 Attn: Ellis Williams SP-31 4. VERIZON 1980 Orange Tree Lane, Suite 100 Redlands, CA 92374-2803 Phone: (909) 748-6644 Attn: Fernando Lopez 5. TIME WARNER TELCOM OF CALIFORNIA (ADELPHIA;COMCAST) 1500 Auto Center Drive Ontario, CA 91761-1561 Phone: (909) 795-3349 Attn: Stewart King 6. TIME WARNER TELCOM OF CALIFORNIA (ADELPHIA, TC I) 1500 Auto Center Drive Ontario, CA 91761-1561 Phone: (909) 798-8588 Attn: Mark Davenhauer 7. TIME WARNER TELECOM OF CALIFORNIA 3281 Guasti Road, Suite #350 Ontario, CA 91761 Phone: (909) 456-3697 Attn: Richard Wilkerson Cell: (714) 801-6141 8. A.T. & T. - OSP Engineering Cable Maintenance & Right of Way 2741 N. Main Street Walnut Creek, CA 94596-2714 Phone: (925) 944-8416 Attn: Rosemary Hamill 9. A.T. & T. (SBC-PACIFIC BELL TELEPHONE) ATTN: Right-of-Way Liaison 1265 N. Van Buren Street, Room #180 Anaheim, CA 92807 Phone: (714) 666-5401 Attn: Susan Morgan SP-32 e!'1 10. SPRINT COMMUNICATIONS Attn: Outside Plant Engineering 282 South Sycamore Street Rialto, CA 92376 Phone: (909) 874-7450 Attn: Lynn Durrett 11. MCI—Western Region OSP Outside Plant Construction 157 S. Lilac Street Rialto, CA 92376 Phone: (909) 421-5309 Attn: Chuck Trimble 12. CHARTER COMMUNICATIONS 7337 Central Avenue Riverside, CA 92504-1440 Phone: (951) 343-5139 Attn: Dean Vandever 13. EAST VALLEY WATER DISTRICT 3654 Highland Avenue, Suite #18 Highland, CA 92346-2607 Phone: (909) 888-8986 Attn: Leida Etherton 14. SAN BERNARDINO COUNTY INFORMATION SERVICES NETWORK SERVICES Attn: Randy Miller, Division Chief 670 E. Gilbert Street San Bernardino, CA 92415 Phone: (909) 388-5910 Attn: Michele Watson 15. OMNITRANS 1700 W. 5th Street San Bernardino, CA 92411 Phone: (909) 379-7153 Attn: Allen Wild— Stops & Station Changes SP-33 16. CITY OF SAN BERNARDINO INFORMATION SERVICES —COMMUNICATIONS 300 North "D" Street, 4th Floor San Bernardino, CA 92418 Phone: (909) 384-5947 Attn: Larry Martin 17. CITY OF SAN BERNARDINO PUBLIC SERVICES DEPARTMENT STREET DIVISION 234 S, Mt. View Avenue San Bernardino, CA 92408 Phone: (909) 384-5143 Attn: Elias Shehab 18. CITY OF SAN BERNARDINO PUBLIC SERVICES DEPARTMENT TRAFFIC SIGNALS & STREET LIGHTING 234 S. Mt. View, #110 San Bernardino, CA Phone: (909) 384-5129 Attn: Scott Zehm 7-1.02 CONTRACTOR'S RESPONSIBILITY -- The Contractor shall verify the location of all underground utilities and services, including potholing, before proceeding with the excavation work, requesting in advance the services of inspectors from the utility companies in order to ascertain said locations. Damage to underground utilities resulting from neglect on the part of the Contractor shall be corrected and paid for by the Contractor. 7-1.03 COOPERATION AND COLLATERAL WORK -- The Contractor shall conform to the requirements of Section 7-7, "Cooperation and Collateral Work", of the Standard Specifications. 7-1.04 UTILITIES NOTIFICATION -- The Contractor shall notify all owners of public utilities seventy two (72) hours in advance of excavating around any of their facilities and substructures and shall also provide the same notice to Underground Service Alert of Southern California, telephone number 1/800/422-4133. SP-34 7-1.05 UTILITIES INTERFERENCE -- Utilities which are found, by exploratory location or by excavation, to interfere with the construction of this project will be relocated, altered, or reconstructed, or the Engineer may order changes in location, line or grade of the project structure, to be built in order to avoid said utility. The Contractor may coordinate the work with the utility owners. Abandoned utilities, which interfere with the construction of any portion of this project, may be cut by the Contractor, the interfering portion of the utility removed and open ends of the pipe sealed with a suitable plug or cap. 7-1.06 PAYMENT -- Full compensation for conforming to the requirements of this Section, not otherwise provided for, shall be considered as included in the prices paid for the various contract bid items of work involved and no additional compensation will be allowed therefor. SP-35 SECTION 8 8-1 DESCRIPTION OF WORK 8-1.01 DESCRIPTION -- The work to be done consists, in general, of clearing and grubbing, removal of existing asphalt concrete and soil, preparing subgrade, construction of new asphalt pavement over aggregate base, cold mill grinding of existing asphalt concrete pavement and overlaying of new asphalt concrete pavement, painting two (2) coats of non- thermoplastic traffic striping and pavement marking, and such other items or details, not mentioned above, that are required by the Plans, Standard Specifications, or these Special Provisions shall be performed, placed, constructed or installed. The work to be done shall include furnishing all materials, equipment, tools, labor, taxes and incidentals as required by the Contract Documents to construct the project. Addenda issued during the time of bidding shall become a part of the documents furnished to all bidders for the preparation of bids, shall be covered in the bids, and shall be made a part of the contract. Each Bid shall include specific acknowledgement in the space provided of receipt of all Addenda issued during the bidding period. Failure to so acknowledge Addenda may result in the Bid being rejected as not responsive. 8-1.02 ORDER OF WORK -- BLANK 8-1.03 CLEAN UP AND DUST CONTROL -- Clean up and dust control shall conform to provisions in Section 7-8.1, "Clean Up and Dust Control", of the Standard Specifications. The Contractor shall water down the site during periods of high winds as directed by the Engineer, including periods when the work is not actually in progress. Failure to respond to a directive to water the site in a prompt manner will result in the City making other arrangements to have this item of work done and the costs billed to the Contractor, or it shall be paid for by the Contractor as a deduction from his contract. SP-36 8-1.04 PROJECT LOCATIONS -- See separate bound Plans. 8-1.05 APPROVED MATERIALS -- Whenever the expression "or approved equal" is used, it shall be taken to mean the approval by the City Engineer of any substitution of material or material specified herein. All substitution requests shall state the reason for the request and the difference in price between the item specified and the requested substitution. All substitution requests shall be submitted to the City Engineer in writing five (5) working days prior to the bid opening. No requests for substitutions will be considered by telephone. The Contractor shall submit to the Engineer for review and approval six (6) copies of all shop drawings. The Contractor shall make any corrections to shop drawings required by the Engineer. 8-1.06 CITY-FURNISHED MATERIALS -- City furnished material, when applicable as specified in other sections of these Special Provisions, shall comply with the following: A. Materials, if furnished by the City, will be made available as specified in these Specifications. The Contractor is responsible for loading, unloading, hauling and handling, and placing City-furnished materials. B. The Contractor shall inspect and assure itself of the amount and soundness of such materials. C. The Contractor will be held responsible for all materials furnished to it, and shall pay all demurrage and storage charges. City-furnished materials that are lost or damaged from any cause whatsoever shall be replaced by the Contractor. The Contractor will be liable to the City for the cost of replacing City-furnished material and such costs may be deducted from any monies due or to become due the Contractor. SP-37 8-1.07 PRE-BID INQUIRIES -- NO ORAL representations or interpretations will be made to any Bidder as to the meaning of the Specifications, Plans, any addenda, or other Contract Documents. Written requests for an interpretation, or to identify a potential omission, discrepancy, or misunderstanding will be accepted until one week prior to bid opening. If there are any questions regarding this project, please contact: City Engineer's Office San Bernardino City Hall 300 North"D" Street, 3rd Floor San Bernardino, CA 92418 Re: PAVEMENT REHABILITATION ON 4TH STREET FROM 5TH STREET TO TIAJUANA STREET ( SS 06-37 ) PLANS & SPECIAL PROVISIONS NO. 12539 Attention: Robert Sepulveda, Project Manager Tel: (909) 384-5167; Fax: (909) 384-5155 E-mail: sepulveda_ro @sbcity.org SP-38 SECTION 9 t 9-1 TRAFFIC CONTROL 9-1.01 GENERAL -- Attention is directed to Section 7-10, "Public Convenience and Safety", of the Standard Specifications for Public Works Construction, 2008 Edition and these Special Provisions. Warning signs, lights, cones, barricades and devices for use in performance of work upon highways shall conform to the "Manual on Uniform Traffic Control Devices", current edition, and the "California Supplement", current edition. The Contractor shall submit and obtain City approval for traffic control and traffic detour plans prior to the commencement of operations on a street. Traffic control and detour plans shall be based on the most recent "Manual on Uniform Traffic Control Devices", current edition, and the "California Supplement", current edition. All temporary traffic striping, and maintenance shall be done by the Contractor, including placement of temporary tape on all crosswalks. The Contractor shall restore all existing striping to original configuration as directed by the Engineer. All warning, regulatory and construction signs shall be fully reflectorized. The traffic cones to be used shall be thirty-six inches (36") in height, rubber or plastic, and be reflectorized. All work areas that remain after dusk must be properly illuminated at night to the satisfaction of the Engineer. The Contractor shall take all necessary measures to obtain a normal flow of traffic to prevent accidents and to protect the work throughout the construction stages until completion of the work. The Contractor shall be responsible for implementing the approved traffic control plan based on the most recent "Manual on Uniform Traffic Control Devices", current edition, and the "California Supplement", current edition. The Contractor shall make the necessary arrangements to provide and maintain barriers, cones, barricades, construction warnings, regulatory signs and any other safety control devices, including flagmen. The Contractor shall take measures necessary to protect all other portions of the work during construction and until completion, providing and maintaining all necessary barriers, barricade lights and striping, including crosswalks. In addition to the foregoing traffic control and safety measures, the Contractor shall immediately implement any measures requested by the Engineer defined as necessary to ensure the proper flow of traffic, the protection of the public and/or the safety of the workers. SP-39 The Contractor shall maintain at all times the ability to respond to calls from the Engineer, including during non-working hours, to replace or provide additional traffic control or safety devices as required. All places of business and residences along the streets that are within the limits of any work shall be notified by the Contractor in writing at least seven (7) days prior to commencement of work. This notification shall explain the sequence of work and indicate any restrictions of parking and access. Verbal notification shall be given to all places of business and residences at least 18 hours in advance of commencing work that will affect access to and from their properties. 9-1.02 TURN RESTRICTIONS -- The Contractor shall post appropriate signs restricting turns when directed to do so by the Engineer. 9-1.03 PARKING RESTRICTIONS -- Unless otherwise specified herein, the Contractor may post temporary "NO PARKING" signs within the area of work as required to facilitate construction operations, with prior approval of the Engineer. The Contractor shall furnish, maintain, and install (seven days prior to the start of work) all "TEMPORARY NO PARKING" signs with the duration of the no parking time written on them. The Contractor will be responsible for posting, removing, and maintaining these signs as required for this project. The Contractor shall make his own arrangements relative to keeping the working area clear of parked vehicles. The Contractor shall obtain prior approval from the Engineer for removal of vehicles. 9-1.04 TRAFFIC LANES -- Traffic lanes shall have a minimum width of 10 feet with a minimum of one lane open in each direction. A minimum shoulder width of 2 feet shall be provided adjacent to curbs, posts and other similar obstructions, and 5 feet shall be provided adjacent to any excavation, unless otherwise authorized by the Engineer. 9-1.05 ACCESS TO ABUTTING PROPERTY AND ROAD AND TRAVEL LANE CLOSURE -- The Contractor shall so conduct his operations as to offer the least possible obstruction and inconvenience to the public. Convenience access to abutting properties shall be maintained and remain open, unless approved by the Engineer. SP-40 If lane closures are approved by the Engineer, the full width of the traveled way shall be open for use by public traffic from 4:00 p.m. to 8:30 a.m., all day for Saturdays, Sundays, and designated legal holidays, after 3:00 p.m. on Fridays and the day preceding designated legal holidays, and when construction operations are not actively in progress on working days. The Contractor shall install signs to notify the public of days and times that traveled lanes or roads will be closed seven (7) days in advance of lane or road closures. No traveled lane will be closed without authorized approval given by the Engineer. If any traveled lane or road is allowed to be closed by the Engineer, the Contractor shall install signs to notify the public of days and times that traveled lanes or roads will be closed seven (7) days in advance of the lane or road closure. Personal vehicles of the Contractor's employees shall not be parked o the traveled way at any time. 9-1.06 PUBLIC•CONVENIENCE -- During the progress of work, adequate provisions shall be made by the Contractor to accommodate the normal vehicular and pedestrian traffic along streets, roads, and highways, immediately adjacent to or crossing the work, so as to cause a minimum of inconvenience to the general public. Emergency vehicles shall be permitted access at all times to any street. 9-1.07 FLASHING ARROW SIGNS -- The Contractor shall furnish and maintain flashing arrow signs (FAS) during lane closures or detours on streets. The Engineer shall determine when FAS is required at any location. 9-1.08 PAYMENT -- Full compensation for furnishing and installing signs, lights, flares, barricades, traffic control plan and other traffic control devices, necessary to expedite passage of public traffic through the work area, and for conforming to the requirements of this Section, not otherwise provided for, shall be considered as included in the contract bid lump sum paid for "TRAFFIC CONTROL", and no additional compensation will be allowed therefor. The provisions in this Section may be modified or altered if, in the opinion of the Engineer, public traffic will be better served and work expedited. Said modifications or alterations shall be adopted immediately and shall be considered paid in full as a part of the contract bid lump sum paid for "TRAFFIC CONTROL", and no additional compensation will be allowed therefor. SP-41 SECTION 10 10-1 MOBILIZATION 10-1.01 GENERAL -- Mobilization shall comply with the requirements of Section 9-3.4, "Mobilization", of the Standard Specifications. Mobilization may include, but not be limited to, the following principle items: 1. Submittal and modification, as required, of the Construction Schedule. 2. Providing a Project Office. 3. Review of the Site. 4. Obtaining all required Transportation Permits. 5. Submittal of all required insurance certificates and bonds as required by these Specifications 6. Moving onto the site, including, but not limited to: a. Equipment b. Arranging for and erection of Contractor's work and storage areas. 7. Installing construction fencing and temporary construction power and wiring. 8. Providing a minimum of one restroom facility for each twenty-five (25) workers occupying the site. Facilities may include existing functioning restrooms, or portable chemical facilities, or any combination thereof, and shall count as one for each urinal or one for each water closet (as required). 9. Installing all temporary utilities (as required). • 10. Establishing required fire protection provisions. 11. Posting all OSHA required notices and establishment of safety programs. 12. Posting of all Department of Labor notices. 13. Having the Contractor's superintendent at the job site full-time and responding 24 hours per day. 14. Air and water quality protective measures, as necessary, and without limitation. 15. Potholing and other research and review as necessary to verify site conditions and utility locations. 16. Demobilization of the Site. 17. Any other item as specified. 10-1.02 PAYMENT — The contract bid lump sum price paid for"MOBILIZATION" shall be deemed to include the cost of work in advance of construction operation and not directly attributable to any specific bid item, and no additional compensation will be allowed therefor. SP-42 SECTION 11 11-1 CLEARING AND GRUBBING 11-1.01 GENERAL -- Clearing and grubbing shall comply with Section 300-1, "Clearing and Grubbing", of the Standard Specifications and these Special Provisions. Nothing in these Special Provisions shall relieve the Contractor from his responsibilities provided in Section 7-1.09, "Public Safety", of the Standard Specifications. All removed concrete and other materials in the area of the proposed project improvements shall become the property of the Contractor and shall be disposed of outside of the right-of-way in accordance with Section 300-2.2, "Unsuitable Materials", and Section 300- 2.6, "Surplus Material", of the Standard Specifications. 11-1.02 PAYMENT -- The contract bid lump sum price paid for "CLEARING and GRUBBING", shall be considered as full compensation for doing all the work involved in clearing and grubbing, per the Plans, the Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. • SP-43 SECTION 12 12-1 UNCLASSIFIED EXCAVATION 12-1.01 GENERAL -- Unclassified excavation shall comply with Section 300-2, "Unclassified Excavation" of the Standard Specifications and these Special Provisions. The Contractor shall grade the roadway as required, providing unclassified excavation of all existing material necessary for the street paving, as indicated on the Plans and described in these Special Provisions. Excess and/or unsuitable materials shall be removed from the site by the Contractor. All removed materials shall become the property of the Contractor and shall be legally disposed of outside of the right-of-way in accordance with Section 300-2.2, "Unsuitable Materials", and Section 300-2.6, "Surplus Material", of the Standard Specifications. All embankments and subgrades shall be compacted in accordance with Section 300-4.7, "Compaction" of the Standard Specifications and these Special Provisions. Outside the traveled way, in areas to receive concrete, soil shall be compacted to a relative density of not less than 90%. Under the traveled way shall be compacted to a relative compaction of a minimum of 90%. When asphalt pavement is to be placed directly on subgrade material, the top 6" of subgrade material shall be compacted to a relative compaction of 95%. The estimated quantities of removal, as shown on the Plans and/or as shown on the Bid Schedule, shall be considered as final, and no additional allowance will be made unless additional work is ordered by the Engineer or computational errors are presented in writing five (5)working days prior to the bid opening. A soil sterilant shall be applied as directed by the Engineer. See Section 15 of these Special Provisions. SP-44 12-1.02 PAYMENT -- Full compensation for providing all the material, tools and equipment, and for doing all the work involved as described in this section of performing removal (unclassified excavation) of all existing asphalt concrete, concrete pavement and base material to the required depth and preparing the subgrade, complete in place, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, shall be considered as included in the contract bid price paid per square foot for "REMOVE Existing & REPLACE with 4.5" Thick ASPHALT CONCRETE PAVEMENT Over 6.5" Thick AGGREGATE BASE, Class II", and no additional or separate compensation will be allowed therefor. Cost of compaction testing ordered by the Engineer shall be paid for in the following manner: 1. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from his contract. 2. Tests which do meet the required relative compaction will be paid for by the City. SP-45 SECTION 13 BLANK SP-46 SECTION 14 14-1 ASPHALT CONCRETE 14-1.01 GENERAL -- Asphalt concrete shall comply with the requirements of Section 203-1, "Paving Asphalt", and Section 302-5, "Asphalt Concrete Pavement", of the Greenbook Standard Specifications and these Special Provisions. The Performance Grade of the asphalt concrete shall be PG 64-10. A tack coat shall be applied to existing milled asphalt pavement as directed by the Engineer. A soil sterilant shall be applied to all soil in the areas to receive bituminous concrete pavements as directed by the Engineer. See Section 15 of these Special Provisions. 14-1.02 CRACK SEALING -- In areas where an overlay of asphalt concrete is to be made on existing paving, all cracks larger than 1/4" shall be cleaned and sealed with a hot- applied rubberized asphalt sealant, prior to placing overlay. The Engineer shall make the sole determination as to which cracks shall be sealed. The crack sealing material shall be rubberized crack seal, "Crafeco" or "Percal Polymerles" or approved equal. Cracks 1/2" inch wide, to 1-1/2" wide, shall be cleaned full depth by'blowing operations prior to applying sealant. The sealant shall be applied in accordance with the manufacturer's instructions. Cracks greater than 1-1/2" wide shall be cleaned full depth by routing and blowing operations prior to applying the sealant. A tack coat must be applied to the edges and filled with a fine asphalt concrete hot mix. 14-1.03 TACK COAT -- Tack coat shall be applied in compliance with Sub- Section 302-5.4, "Tack Coat", of the Standard Specifications, and as directed by the Engineer. • SP-47 14-1.04 PAYMENT -- The contract bid unit price paid per ton for "ASPHALT CONCRETE PAVEMENT", shall include full compensation for providing all the material, tools and equipment, and for doing all the work involved in placing asphalt concrete material, including crack sealing as required, tack coat and 2' feather, complete in place, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional or separate compensation will be allowed therefor. Full compensation for providing all the material, tools and equipment, and for doing all the work involved as described in this section of placing asphalt concrete pavement material, including 2' feather, complete in place, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, shall be considered as included in the contract bid price paid per square foot for "REMOVE Existing & REPLACE with 4.5" Thick ASPHALT CONCRETE PAVEMENT Over 6.5" Thick AGGREGATE BASE, Class II", and no additional or separate compensation will be allowed therefor. • SP-48 • SECTION 15 15-1 AGGREGATE BASE 15-1.01 GENERAL -- Aggregate base shall comply with requirements of Section 200-2, "Untreated Base Materials", and Section 301-2, "Untreated Base", of the Standard Specifications and these Special Provisions, for crushed aggregate base. Crushed rock for aggregate base shall be 3/4-inch. A soil sterilant shall be applied to all soil in the areas to receive bituminous concrete pavements as directed by the Engineer. 15-1.02 SOIL STERILIZATION -- Soil sterilant shall be "Poly-Bor-Chlorate", or "Borascu", with colored marker dye, manufactured by Pacific Coast Borax Company or approved product of other manufacturer provided they are of non-flammable type. After all fine grading, checking, shaping and compacting of the subgrade has been completed, all soil in the areas to receive bituminous concrete pavements shall be thoroughly treated with soil sterilant and thoroughly sprinkled to distribute the chemical through the first two or three inches of the subgrade. Soil sterilant shall be applied in accordance with the manufacturer's recommendations. The Contractor shall provide all necessary protection to prevent injury to animal or plant life and property occasioned by the application of the soil sterilant. The Contractor will be held responsible for all personal injury or property damage caused by the application of soil sterilant or the storage of same. 15-1.03 PAYMENT -- Full compensation for providing all the material, tools and equipment, and for doing all the work involved as described in this section of placing aggregate base material,including prior application of soil sterilant, complete in place, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, shall be considered as included in the contract bid price paid per square foot for "REMOVE Existing& REPLACE with 4.5" Thick ASPHALT CONCRETE PAVEMENT Over 6.5" Thick AGGREGATE BASE, Class II", and no additional or separate compensation will be allowed therefor. SP-49 SECTION 16 BLANK SP-50 SECTION 17 17-1 COLD MILLING 17-1.01 GENERAL -- Cold milling operations shall be performed in accordance with Section 300-1.3 "Removal and Disposal of Materials" and Section 302-1, "Cold Milling of Existing Pavement", of the Standard Specifications and these Special Provisions. Existing asphalt concrete shall be milled at the location and to the dimensions shown on the Plans and as included in these Special Provisions. The cold milling machine shall have a cutter head at least 30 inches wide and shall be operated so as not to produce fumes or smoke. The rotor teeth shall cut in an upward direction as to the direction of travel reducing the size of material until the desired gradation has been achieved. The depth, width, and shape of the cut shall be as indicated on the typical cross sections or as directed by the Engineer. The final cut shall result in a uniform surface conforming to the typical cross sections. The outside lines of the milled area shall be neat and uniform. The road surfacing to remain in place shall not be damaged in any way. The material milled from the roadway surface, including material deposited in existing gutters or on the adjacent traveled way, shall be immediately removed. The removal crew shall follow within 50 feet of the planer, unless otherwise directed by the Engineer. Milling of asphalt concrete pavement will be measured by the square yard. The quantity to be paid for will be the actual area of surface milled irrespective of the number of passes required. After the cold milling operation, the Contractor shall pave/overlay the street with new pavement within 72 hours and/or as directed by the Engineer. Where transverse joints are milled in the pavement at conform lines, no drop-off shall remain between the existing pavement and the milled area when the pavement is opened to public traffic. If asphalt concrete has not been placed to the level of public traffic, a temporary asphalt concrete taper shall be constructed. The asphalt concrete shall be placed to the level of the existing pavement and tapered on a slope of 30:1 or flatter to the level of the milled area. SP-51 Asphalt concrete for tapers shall be commercial quality and may be spread and compacted by any method that will produce a smooth riding surface. Asphalt concrete tapers shall be completely removed, including removing all loose material from the underlying surface, before placing the permanent surfacing. Temporary tapers shall remain in place no longer than the above 72 hour limit required for the application of new pavement surfacing after cold milling. 17-1.02 PAYMENT -- The contract bid price paid per square yard for "COLD MILL", shall include full compensation for conforming to the requirements of this section, for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved in cold milling of asphalt concrete surfacing including disposal of material milled from the site, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. Full compensation for furnishing asphalt concrete for temporary tapers and for constructing, maintaining, removing and disposing of the tapers, shall be considered as included in the contract bid price paid per square yard for "COLD MILL" of asphalt concrete pavement and no additional compensation will be allowed therefor. • SP-52 SECTION 18 THROUGH SECTION 19 BLANK SP-53 SECTION 20 20-1 TRAFFIC STRIPING & PAVEMENT MARKING 20-1.01 GENERAL - The application of traffic striping and pavement markings shall conform to the requirements of Section 210-1.6, "Paint for Traffic Striping, Pavement Marking, and Curb Marking", Section 310-5.6, "Painting Traffic Striping, Pavement Markings, and Curb Markings" of the Standard Specifications and these Special Provisions. Paint for traffic striping and pavement markings shall be non-thermoplastic as directed by the Engineer. Traffic stripes and pavement markings shall to conform to pavement delineation plates. Two (2) coats of paint material for traffic stripes and pavement markings shall be applied at a minimum thickness of 0.080-inch. Traffic stripes and pavement markings shall be placed a minimum of 6 working days after paving is completed. 20-1.02 PAYMENT - The contract bid lump sum price paid for "TRAFFIC STRIPING & PAVEMENT MARKING" shall include full compensation for furnishing all equipment and materials, and for doing all work involved in the application of pavement traffic striping and marking, as shown on the Plans, per the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-54 SECTION 21 THROUGH SECTION 24 BLANK SP-55 SECTION 25A 25A-1 ADJUSTMENT OF WATER METER & WATER VALVE ENCLOSURES, 25A-1.01 GENERAL — Adjustment of water meter boxes and water valve covers shall be in accordance with the Plans, these Special Provisions and as directed by the Engineer. In general, the work includes the adjustment of water meter boxes and water valve covers that may exist in the project area. The Contractor shall notify the owner of the water facility a minimum of seven days prior to beginning work that will affect the water line system. The word "Water Department" shall mean the City of San Bernardino Municipal Water Department or the East Valley Water District, depending on the area of construction, The words "Directed, Required, Permitted, Ordered, Designated, Prescribed by the Water Department", or words of like importance, used in Specifications or upon the drawings, shall be understood to mean that the direction, requirement, permission, order, designation, or prescription of the Engineer is intended, and similarly, the words "Approved, Acceptable, Satisfactory by the Water Department", or words of like importance, shall mean approved by or acceptable to, or satisfactory to the Engineer, unless otherwise expressly stated. The word "Engineer" shall mean a Civil Engineer registered as such in the State of California and employed by the Water Department, acting either directly or through designated and properly authorized agents, assistants, and inspectors. The word "Contractor" shall mean the person, persons, partnership or corporation duly licensed as such in the State of California to enter into a contract for the performance of the work required. The words "Or Approved Equal" shall mean a product that meets all A.W.W.A. specifications and has been approved for use in the City of San Bernardino's domestic water system by the Municipal Water Department or the East Valley Water District. SP-56 25A-1.02 CONDITIONS -- The Contractor shall obtain copies of and comply with all applicable current statutes, laws ordinances, rules, regulations, and State of California, the County of San Bernardino, the City of San Bernardino, and any other governmental agencies having jurisdiction, and shall make application for all required permits and bear cost of same. In the event of conflict between the requirements of these Special Provisions specifications and the requirements of the permits, it shall be understood that the more exacting requirements shall govern. The Contractor shall furnish to the owning Water Department copies of all required permits and licensed prior to initiation of the work. Upon completion of the work, the Contractor shall supply to the Water Department letter(s) of approval from the governing bodies having jurisdiction that the Contractor has met the requirements and conditions of the permits or licenses. 25A-1.03 CAL-OSHA SAFETY CODE - All work shall be done in a manner that complies with all CAL-OSHA Title 8 - Safety Codes. 25A-1.04 DEFECTIVE WORK OR MATERIALS - No work which is defective in its construction or deficient in any of the requirements of these Specifications will be considered as accepted in consequence of the failure of any inspector connected with the work to point out said defects or deficiency during construction. The Contractor shall correct any imperfect work without compensation from the City of San Bernardino or the Municipal Water Department before final acceptance of the work by the Water Department. 25A-1.05 MAINTENANCE OF EXISTING IMPROVEMENTS - Unless otherwise indicated in the Plans or these Special Provisions specifications, or unless otherwise cared for by the owner of a public utility or franchise, all water, gas, oil, or irrigation lines, structures or house laterals, in place, and other surface or subsurface structures or lines, shall be maintained by the Contractor and shall not be disturbed, disconnected or damaged by him during the progress of the work. Should the Contractor in the performance of the work disturb, disconnect or damage any of the above, all expenses of whatever nature arising from such disturbance or in the replacement or repair thereof shall be borne by the Contractor. 25A-1.06 EXCAVATION, TRENCHING AND BACKFILL - All excavation, trenching, and backfill shall be in accordance with Public Works Standards and shall be inspected by the Public Works Engineer. SP-57 25A-1.07 PAVEMENT REPLACEMENT - When it is necessary to break pavement in order to lay the sewer lines shown on the construction drawings, the existing pavement shall be cut vertically as nearly as possible to a straight line by a method approved by the City of San Bernardino, Public Works Division, Department of Development Services, as shown on the Plans. The pavement so removed shall be hauled away and shall be replaced with like material. All pavement removal and replacement shall conform to the standards and specifications of the governing body having jurisdiction and shall meet with their approval. The Contractor shall be responsible for removing, disposing of, and replacing all necessary pavement. All paving shall be inspected by the Public Works Division Engineer. It is understood by the Public Works Division that all pavement replacement by this construction is not the responsibility of the Municipal Water Department. 25A-1.08 INSTALLATION - All foreign matter and dirt shall be removed from the interior of the valve box prior to adjustment of the water meter box or water valve cover.. The pipe shall be inspected for defects. Any defective, damaged, or unsound pipe shall be immediately reported to the Engineer. The Contractor shall at all times take care to protect and preserve all improvements. All pipe and materials which, in the opinion of the Water Department, have been damaged shall be replaced by the Contractor at his own expense. All existing gate valves shall be shut off by Water Department staff. All service, valves, and corporation stops shall be shut off by Contractor under Water Department inspection. All valves 4" and larger shall be operated by Water Department staff only. 25A-1.09 PAYMENT -- The contract bid unit price paid per each for "ADJUST Existing WATER VALVE Enclosure To Grade" shall be considered as full compensation for providing all the material, tools and equipment, and for doing all the work involved in the adjustment of water valve enclosure to meet grade of project improvements, complete in place, per the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. The provisions contained in Section 3-2, "Changes Initiated by the Agency", of the Standard Provisions shall not apply to adjusting water valve covers and water meter box and covers, and no adjustment shall, therefore, be made in the contract unit price for increased or decreased quantities of adjusting utility facilities. SP-58 SECTION 26 THROUGH SECTION 49 BLANK SP-59 SECTION 50 50-1 REMOVAL AND RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT 50-1.01 GENERAL - All existing improvements (except utilities and street pavements) including, but not limited to curbs, gutters, cross gutters, spandrels, driveways and sidewalks, walls, fences, sprinkler systems, lawns, shrubs, trees, and traffic signs, traffic striping and traffic detector loops which are damaged or removed during the course of construction of the project shall be restored or replaced to a condition equal to or better than, in all respects, the existing improvements removed or damaged, unless otherwise specified or noted on the drawings. The removal and restoration of existing improvements shall be in accordance with the applicable provision of these Special Provisions, the Standard Specifications, Standard Drawing and the following requirements: 1. In the event a portion of curb, gutter or monolithic curb and gutter is damaged by the Contractor's operations, a minimum of 10 feet of curb, gutter or curb and gutter shall be removed and replaced regardless of how short a length is damaged. The Contractor shall begin said 10-foot section, if possible, at an existing joint or scoring line. If said 10-foot section ends within 3 feet of an existing joint or scoring line, then the removal shall extend to said joint or scoring line. 2. If concrete cross gutter is damaged by the Contractor's operations, the cross gutter shall be removed in its entirety and replaced. 3. Concrete sidewalk shall be removed in its entirety between scoring lines or between scoring line and joint. Prior to removal, scoring lines shall be saw- cut. 4. If a concrete driveway is damaged and is a single monolithic structure, it shall be removed in its entirety and replaced. 5. If a concrete driveway is damaged and is monolithic with the sidewalk, it shall be set off from the sidewalk by a saw cut along the edge of the sidewalk. The driveway shall then be removed in its entirety and replaced. SP-60 6. If the roadside signs are damaged during the construction, they shall be restored or replaced to a condition equal or better than the existing per the prior approval of the City's Traffic Section. New installation shall not impede into required ADA access distance around obstacles. A minimum clearance of 48" shall be maintained. 7. If existing fence is in conflict with the new construction, fence shall be relocated by the Contractor, per the Plan, these Special Provisions and as directed by the Engineer. Unless otherwise specified, all excess excavation or removed material shall become the property of the Contractor and shall be disposed of by him away from the site of work. 50-1.02 PAYMENT - Full compensation for conforming to the requirements of this section, not otherwise provided for, shall be considered as included in the prices paid for the various contract bid items of work involved, and no additional compensation will be allowed therefor. SP-61 APPENDIX SOILS REPORT r P s REPORT OF LIMITED GEOTECHNICAL STUDY 4th STREET PAVEMENT REHABILITATION FROM MT. VERNON AVENUE WESTERLY TO THE INTERSECTION WITH 5th STREET CIP NO.: SS06-37 ACCT. NO.: 240-379-5504-7616 CITY OF SAN BERNARDINO SAN BERNARDINO COUNTY, CALIFORNIA PROJECT NO.: 622-T08 REPORT NO.: 1 JUNE 25, 2008 SUBMITTED TO: CITY OF SAN BERNARDINO PUBLIC WORKS / ENGINEERING 300 NORTH D STREET • SAN BERNARDINO, CA 92408 1 PREPARED BY: HILLTOP GEOTECHNICAL, INC. 786 SOUTH GIFFORD AVENUE SAN BERNARDINO, CA 92408 786 S.GIFFORD AVENUE • SAN BERNARDINO CALIFORNIA• 92408 hilltopg©hgeotech.com • FAX 909-890-9055 • 909-890-9079 HILLTOP GEOTECHNICAL INCORPORATED June 20, 2008 I City of San Bernardino Project No.: 622-T08 Public Works / Engineering Report No.: 1 300 North D Street San Bernardino, CA 92408 Attention: Mr. Robert Sepulveda Associate Engineer Subject: Report of Limited Geotechnical Study, 4th Street Pavement Rehabilitation from Mt. Vernon Avenue Westerly to the Intersection with 56 Street, CIP No.: SS06-37, Acct. No.: 240- 379-5504-7616, City of San Bernardino, San Bernardino County, California. Mr. Sepulveda: jAccording to your request, we have completed a limited geotechnical study for the proposed 4th Street improvements in the City of San Bernardino, San Bernardino County, California. We are presenting,herein,our findings and recommendations. FIELD EXPLORATION A study of the property's subsurface condition was performed to evaluate the existing pavement section, the underlying earth strata, and the presence of groundwater. Ten (10) exploratory cores were performed along the project alignment on June 3, 2008. The locations of the cores were determined in the field by representatives of Hilltop Geotechnical, Inc. (HGI) by pacing and sighting from the adjacent existing streets and adjacent structures. Approximate locations l of the exploratory excavations are denoted on the table presented in the subsequent`Existing Pavement Description'section of this report. Locations of the exploratory excavations should be considered accurate only to the degree implied by the method used in determining them. ( 22-T08.1 June 25. 2008 Page 2 11 The exploratory cores were performed by using a generator powered, portable coring machine and hand sampling equipment. The exploratory excavations were I explored to a depth of approximately 1.0 to 1.5 feet below existing pavement surfaces at the excavation locations. Bulk and relatively undisturbed samples of subgrade earth materials encountered at the core locations were obtained from the exploratory excavations and returned to our laboratory for testing and verification of field classifications. Bulk samples were obtained from the subgrade material. Relatively undisturbed samples of encountered subgrade earth materials were also obtained at the core locations by driving a ring sampler. The sampler was driven with successive drops of a 34-pound weight having a free fall of approximately 12 1 inches. The exploratory excavations were logged by a representative of HGI for pavement I section thickness, subgrade earth materials, and subsurface conditions encountered. Soil materials encountered in the exploratory excavations were visually described in the field in general accordance with the current Unified Soils 1 Classification System (USCS), ASTM D2488. The exploratory core excavations were backfilled with excavated earth materials and with reasonable effort to restore the areas to their initial condition before leaving the site. The core locations were capped with asphaltic concrete,cold patch 1 material. In an area as small and deep as a core excavation, consolidation and subsidence of backfill may result in time, causing a depression of the excavation areas. The client is advised to observe exploratory excavation areas periodically and, when needed, repair noted depressions. EXISTING PAVEMENT DESCRIPTION 1 The asphalt concrete thickness, the aggregate base thickness, and the subgrade description at the core locations are presented in the following table: 7 Asphalt Aggregate Base Subgrade Soil Core Core Location Thickness Thickness No. Classification (in.) (in.) 72' west of Mt. Vernon Silty fine to 1 Avenue on north side of 6.75 0.0 medium sand 4`h Street (SM) Silty fine to 1.089' west of Mt. Vernon coarse sand. 2 Avenue on north side of 7.75 0.0 trace gravel 4`h Street (SM) HILLTOP GEOTECHNICAL, INC. El ,,,,-, iii 622-T08.1 June 25, 2008 Page 3 iiAsphalt Aggregate Base Core Subgrade Soil No. Core Location Thickness Thickness Classification (in.) (in.) Silty fine sand. 2.080' west of:AIt. Vernon trace coarse 3 Avenue on north side of 7.25 0.0 sand, some 4`h Street gravel (SM) 91,1 2.585' west of Mt. Vernon 7.0 over Fine to medium 4 Avenue in the center of 5.0" of PCC 0'0 sandy silt (ML) 4th Street Silty fine to 3,12'2' west of Mt. Vernon medium sand to 5 Avenue in the center of 5.5 over 0.0 fine to medium 4th Street 5.25" PCC sandy silt (SM/ML) 3,675' west of Mt. Vernon / • 6 Avenue on south side of 4.25 18.0 Aggregate Base 4th Street 4,167' west of Mt. Vernon Silts fine sand, 71 7 Avenue on north side of 6.75 0.0 trace coarse J 4`h Street sand (SM) 4,674' west of Mt. Vernon Silty fine to -" 75 Avenue in the center of 4.75 over 0.0 medium sand 4'h Street 4.25" PCC (SM) 1,690' west of Mt. Vernon Silty fine sand I 9 Avenue on south side of 8.0 0.0 (SM) 4th Street -I 607' west of Mount Silty fine sand, 10 Vernon Avenue on south 6.75 0.0 trace coarse side of 4`h Street sand (SM) IThe existing pavement sections and subgrade materials as indicated in the above previous table represent the conditions at the actual exploratory excavation locations. Other variations may occur beyond and/or between the excavations. The subgrade materials underlying the pavement section along the project alignment generally consisted of sandy silts (ML) and silty fine sands (SM). GROUNDWATER I Groundwater was not encountered at the exploratory core locations at the time the field study was performed for this report. 1 1 HILLTOP GEOTECHNICAL, INC. 622-T08.1 June 25, 2008 Page 4 SITE VARIATIONS Based on results of our subsurface exploration and experience, variations in the 1 continuity and nature of surface and subsurface conditions should be anticipated. Due to uncertainty involved in the nature and depositional characteristics of earth materials at the site, care should be exercised in extrapolating or interpolating subsurface conditions between and beyond the exploratory excavation locations. Groundwater observations were made in the exploratory excavations at times and under conditions stated on the boring logs. These data have been reviewed and interpretations made in the text in other sections of this report. However, it should be noted that fluctuations in levels of groundwater and/or perched water may occur due to variations in precipitation, temperature, and other factors. I LABORATORY TESTING Laboratory tests were performed on selected bulk samples obtained from exploratory excavations during the field study. Tests were performed in general I accordance with generally accepted American Society for Testing and Materials (ASTM), State of California-Department of Transportation(CALTRANS),or other suitable test methods or procedures. The remaining samples obtained during the field study will be discarded 30 days after the date of this report. This office should be notified immediately if retention of samples will be needed beyond 30 days. A brief description of the tests performed is presented below: Classification, In-situ Moisture Content and Dry Density • The field classification of soil materials encountered in the exploratory excavations was verified in the laboratory in general accordance with the current Unified Soils • Classification System, ASTM D2488, `Standard Practice for Determination and Identification of Soils (Visual-Manual Procedures).' The final classification is presented in the following table. The in-situ moisture content and dry density were determined in general accordance with current ASTM D2216 (Moisture Content) and D2937 (Drive 1 Cylinder) procedures, respectively, for the relatively undisturbed samples of the subgrade soils obtained. The,dry density is determined in pounds per cubic foot and the moisture content is determined as a percentage of the oven dry weight of the soil. Test results are presented in the following table. ej 1 HILLTOP GEOTECHNICAL, INC. 11 . i622-T08.1 June 25, 2008 Page 5 I SUBGRADE IN-SITU MOISTURE CONTENT AND DRY DENSITY (ASTM D2216 and D2937 Test Methods) CORE SUBGRADE MOISTURE DRY UNIT RELATIVE NUMBER DESCRIPTION CONTENT HEIGHT COMPACTION* (°°) (pcfl 1 Silty fine to medium sand 9.7 109.7 91 ..,; (SM) Silty fine to coarse sand, 6.9 96.7 81 trace gravel (SM) I3 Silty fine sand, trace coarse 5.7 87.8 73 sand (SM) 4 Fine to medium sandy silt (ML) 14.3 106.9 89 Silty fine to medium sand to 1 5 fine to medium sandy silt 6.5 98.9 82 ] (SM/ML) 6 No subgrade sample obtained -- -- -- Silty fine sand, trace coarse 5.4 123.5 103 7 sand (SM) 1 8 Silty fine to medium sand 8.0 115.5 96 (SM) i9 Silty fine sand (SM) 8.8 110.3 92 10 Silty fine sand, trace coarse 7.4 83.5 70 (SM) 1 Relative compaction based on the average of the maximum dry density determined for the two (2) samples tested for this report. !I Sieve Analysis 'The percent by weight finer than a No. 200 sieve (silt and clay content) was 1 determined for selected samples of earth material in general accordance with current ASTM D1140 procedures. The test is performed by taking a known weight of an oven dry sample of soil material, washing it over a No. 200 sieve, and oven T) drying the soil retained on the No. 200 sieve. The dry weight of soil material retained on the No. 200 sieve is measured and the resulting percentage retained M is calculated based on the original total dry soil sample weight. The percent passing the No. 200 sieve is determined by subtracting the percent retained from 100. The test results are summarized in the following table: HILLTOP GEOTECHNICAL, INC. I i 622-T08.1 June 25. 2008 Page 6 F PERCENT PASSING #200 SIEVE TEST lil (ASTM D1140 Test Method) PERCENT CORE SUBGRADE DESCRIPTION PASSING#200 1 NUMBER SIEVE 2 Silty fine to coarse sand (SM) 17 3 Silty fine sand, trace coarse sand, 26 (SM) • 4 Fine to medium sandy silt (ML) 55 8 Silty fine to medium sand (SM) 23 Sand Equivalent Test Sand equivalent tests were performed on samples of near-surface earth materials 4 in general accordance with current California Test 217 procedures. The Sand Equivalent is an indicator of the relative proportion of fine materials in samples of soil or aggregate which pass a No. 4 sieve. The Sand Equivalent value is a l unitless number and is the ratio of the height of sand to the height of flocculated fine material in a sedimentation cylinder. The ratio is multiplied by 100 to obtain the Sand Equivalent Value. The test results are summarized in the following .]: table: SAND EQUIVALENT (California Test 217 Procedure) CORE SAND SUBGRADE DESCRIPTION NUMBER EQUIVALENT 2 Silty fine to coarse sand (SM) 28 3 Silty fine sand, trace coarse sand 19 (SM) 4 Fine sandy silt (ML) 6 8 Silty fine sand(SM) 24 Maximum Dry Density / Optimum Moisture Content Relationship Test Maximum dry density / optimum moisture content relationship determinations were performed on samples of near-surface, earth materials in general accordance with current ASTM D1557 procedures using a 4-inch diameter mold. Samples were prepared at various moisture contents and compacted in five (5) layers using HILLTOP GEOTECHNICAL, INC. E C i 622-T08.1 June 25, 2008 Page 7 r a 10-pound weight dropping 18 inches and with 25 blows per layer. A plot of the Pr compacted dry density versus the moisture content of the specimens was constructed and the maximum dry density and optimum moisture content determined from the plot. The test results are summarized in the following table: MAXIMUM DRY DENSITY / OPTIMUM MOISTURE CONTENT RELATIONSHIP TEST RESULTS IJ (ASTM D1557 Test Method) MAXIMUM OPTIMUM J CORE ESCRIP DE DRY MOISTURE UMBER DESCRIPTION PROCEDURE DENSITY CONTENT (pet) (%o) 4 Fine to medium sandy silt (ML) A 119.5 13.5 J 8 Silty fine to medium sand (SM) A 120.5 10.0 r Resistance (R-Value) Test ji Resistance (R-Value)tests were performed on samples of subgrade earth materials that were encountered below the existing the pavement at selected core locations. I This test procedure measures the ability of soils and aggregate materials to resist lateral deformation under applied vertical loads and is used in developing parameters for structural pavement sections. The Traffic Index (T.I) for the street j was provided by a representative of the City of San Bernardino, California. Testing was performed in general accordance with current California Test 301 procedures. The test results are summarized in the following table: RESISTANCE (R-VALUE) TEST RESULTS I (California Test 301 Procedure) R-VALUE I CORE SUBGRADE BY BY NUMBER DESCRIPTION EXUDATION EXPANSION PRESSURE PRESSURE 1 AT 300 psi 4 Fine to medium sandy silt 49 45 C' TI = 10.0 (NIL) 8 Silty fine to medium sand 73 63 TI = 10.0 (SNI) I • I HILLTOP GEOTECHNICAL, INC. I 622-T08.1 June 25, 2008 . Page 8 PRELIMINARY PAVEMENT RECOMMENDATIONS The following are recommendations for the structural pavement section for the proposed street improvements. The Hot Mix Asphalt (HMA) pavement sections have been determined in general accordance with current CALTRANS design r procedures and are based on a Traffic Index (TI) provided by a representative of the City of San Bernardino, California and an R-Value based on the laboratory test results for the soils that are anticipated to be at subgrade elevation. Portland Cement Concrete (PCC) pavement sections are based on equivalent structural numbers as the recommended HMA pavement section. The preliminary recommendations for the pavement sections should consist of the following: I I RECOMMENDED PAVEMENT SECTIONS Site Area Traffic Index* Pavement Section 6.5"Asphaltic Concrete (A.C. ) over 4.1"Aggregate Base (A.B.)over properly prepared subgrade. 4th Street West of the i.8" Full Depth A.C. over Flood Control Basin 10.0 properly prepared subgrade. Spillway Channel Bridge. 4.0"A.C. over 6.5"A.B. over -: properly prepared subgrade. 8.1" PCC @ 2,500 psi over 1 properly prepared subgrade. 6.5" Asphaltic Concrete f.A.C.) over 8.9"Aggregate Base (A.B.) over 1 properly prepared subgrade. 4th Street East of the 10.8" Full Depth A.C. over Flood Control Basin 10.0 properly prepared subgrade. 1 Spillway Channel Bridge. 4.0"A.C. over 12.5"A.B. over properly prepared subgrade. 10.0" PCC « 2,500 psi over D properly prepared subgrade. * 'i Traffic Index provided by a representative of the City of San Bernardino, California. I 1 I HILLTOP GEOTECHNICAL, INC. 11 622-T08.1 June 25. 2008 Page 9 III Based on the observations of the subgrade soils at the core locations, the soils to the west of the bridge structure appeared to be more granular and the R-Value was higher. Therefore, two (2) different pavement sections were presented. Asphalt concrete pavement materials should be as specified in Section 39, 'Asphaltic Concrete,' in the current CALTRANS•Standard Specifications or an equivalent substitute. Aggregate base should conform to Class 2 (37.5-mm {1-1/2"; Maximum or 19-mm {3/4"; Maximum) material as specified in Section 26-1.02A, 'Class 2 Aggregate Base,' in the current CALTRANS Standard Specifications, or an equivalent substitute. Portland Cement Concrete sections are based on a compressive strength of 2,500 psi or greater at 28 days for the concrete. Higher strength design for the concrete _ can permit thinner pavement sections. Lower strength design for the concrete will require thicker pavement sections. Joints (longitudinal, transverse, construction, and expansion), jointing arrangement, joint type, pavement and/or joint reinforcing, as well as drainage, crowning, finishing and curing of PCC pavement should be in accordance with current Portland Cement Association (PCA) iirecommendations. The subgrade soil, including utility trench backfill, should be compacted to 90 percent or greater relative compaction to a depth of 12.0 inches or greater below Ail finish subgrade elevation. The aggregate base material should be compacted to 95 percent or greater relative compaction. If asphaltic concrete and/or PCC pavement is placed directly on subgrade, the upper 6.0 inches of the subgrade should be compacted to 95 percent or greater relative compaction. Maximum dry density and optimum moisture content for subgrade and aggregate base materials should be determined according to current ASTM D1557 procedures. The asphalt concrete pavement should be densified to 95 percent or greater of the density obtained by current California Test 304 and 308 procedures (Hveem compacted laboratory samples). 7 Where HMA pavement abuts concrete aprons, drives, walks, or curb and gutter sections, a thickened edge transition zone is recommended for the HMA section to minimize the effects of impact loading as vehicles transition from PCC paving to ,: HR'LA paving. This thickened edge should consist of an increased thickness of 2.0 1 inches for parking areas and 4.0 inches for areas of heavy truck usage. This thickened edge should extend to a distance of 3.0 feet or greater from the edge of pavement and then gradually taper back to the design pavement thickness. If pavement subgrade soils are prepared at the time of grading of the building site and the areas are not paved immediately, additional observations and testing will I HILLTOP GEOTECHNICAL, INC. (i22-T08.1 June 25, 2008 Page 10 have to be performed before placing aggregate base material, asphaltic concrete, • or PCC pavement to locate areas that may have been damaged by construction traffic.construction activities, and/or seasonal wetting and drying. In the proposed pavement areas, soil samples should be obtained at the time the subgrade is graded for R-Value testing according to current California Test 301 procedures to verify the pavement design recommendations. The longevity and performance of pavements utilizing aggregate base material for support is dependent upon the quality of the material. CALTRANS specifications do not specifically exclude the use of material other than a natural, crushed rock and rock dust for Class 2 Aggregate Base material as the Standard Specifications for Public Works Construction, Section 200-2.2, does for Crushed Aggregate Base material. Often times, reclaimed Portland Cement concrete and Hot Mix Asphalt concrete are crushed and graded to produce a Class 2 Aggregate Base material per { CALTRANS gradation specifications. Bricks, concrete masonry units, tile, glass, ceramics, porcelain, wood, plastic, metal, etc. are not an acceptable reclaimed material for use in a Class 2 Aggregate Base material per the CALTRANS specifications. However, gradation is not the only quality guidelines for aggregate base material. If a reclaimed material is proposed for use on the project as a Class 2 Aggregate Base, the reclaimed materials should not exceed 50 percent of the total volume of the aggregate used. The aggregate base material should also be tested for the following quality requirements per the current, appropriate CALTRANS procedures: • TEST QUALITY REQUIREMENT TEST METHOD OPERATING CONTRACT NO. RANGE COMPLIANCE Resistance (R-Value) Calif. Test 301 -- 78 Min. Sand Equivalent Calif. Test 217 25 Min. 22 Min. Durability Index Calif. Test 229 -- 35 Min. If a reclaimed material or a pit run aggregate is proposed for use on the project as a `Greenbook' Crushed Miscellaneous Base, the materials should be tested for the following quality requirements,per the current`Greenbook,' 2006 Edition with the 2007 Supplements, and appropriate procedures as well as the required gradation and other requirements: HILLTOP GEOTECHNICAL, INC. If 622-T08.1 June 25, 2008 Page 11 li TEST TEST QUALITY METHOD NO. REQUIREMENT Resistance Calif. Test 301 78 Minimum' (R-Value) Sand Equivalent Calif. Test 217 35 Minimum Percent Wear' 100 Revolutions ASTM C131 15 Maximum 500 Revolutions 52 Maximum Gravel Particles''. (%) Calif. Test 202 15 Maximum 1 1. R-Value requirement may be waived if Sand Equivalent is 40 or more. 2. The percentage wear requirements may be waived if the material has a minimum Durability Index of 40 in accordance with CALTRANS Test Method 229. 3. Gravel is defined as particles with no more than I one (1) fractured face. A`Greenbook'Crushed Miscellaneous Base may contain broken or crushed asphalt concrete or Portland Cement concrete and may contain crushed aggregate base or other rock materials. The Crushed Miscellaneous Base may contain no more than 3.0 percent brick retained on the # 4 sieve by dry weight of the total sample. Samples of the proposed aggregate base using reclaimed material should be 1 sampled from the manufacturer's stockpiles prior to delivery to the project. The samples should be obtained at a time as near the delivery to the project as possible but would allow enough time to complete the testing and report the results before 7 delivery to the site. Samples should again be obtained and tested for quality compliance from the materials delivered to the project. In addition,per the current CALTRANS Standard Specifications, "No single aggregate grading or Sand Equivalent test shall represent more than 500 cubic yards or one (1) day of 1 production, whichever is less." w Concrete gutters should be provided at flow lines in paved areas. Pavements should be sloped to permit rapid and unimpaired flow of runoff water. In addition, paved areas should be protected from moisture migration and ponding from adjacent water sources. Saturation of aggregate base and/or subgrade materials could result in pavement failure and/or premature maintenance. The gutter I • 1 HILLTOP GEOTECHNICAL, INC. F • r . , 622-T08.1 June 25, 2008 Page 12 material and construction methods should conform to the current standards oft he City of San Bernardino County, California. I CLOSURE This report has been prepared for use by the parties or project named or described above. It may or may not contain sufficient information for other parties or purposes. The findings expressed in this report are based on generally accepted geotechnical engineering practices and principles. No further warranties are implied or expressed beyond the direct representations of this report. This opportunity to be of service is appreciated. If you have any questions regarding this matter, please contact this office at your convenience. °- Respectfully submitted, HILLTOP GEOTECHNICAL, INC. 4z-i _ . "' 22 vog)F E SS/041 ~ 9y i (CW77 c!-, C., C.ILI onald L. Cu ran, GE 254 ` ,:`54 31/09 1 Senior Engineer _ p� Date Signed ' '/�� 0 s)._c-n * `CHN`�P`' i 4'OP c Aoc. DLC/em Attachments: None. 1 Distribution: (4) Addressee I 1 ■ HILLTOP GEOTECHNICAL, INC. c STANDARD DRAWINGS c-lTY OI= SAN ESE c7..IQ AODItvO ST,e,NDACLD EXISTING T4PaciCAfol - r SYM50LS -4--- cep4Tte LiNe O SEWE¢. MANHOLE C.L. -- CITY LIMITS o"' SEWER. CLEANOUT a/w ¢IGI-IT OF WAY LIME DO 4T012M DEAN! MANHOLE O ` T 1 TELEPHONE (MANHOLE OQ VAULT S 5-- EXISTING SEwc tZ 4QL _ L'Cr W EXI5TtNG WATER LINE C, [G] 4AS MANHOLE OR VAULT 15"CONE—0 EXISTING STOIZM Dt AIN O Lw J WATEE MANHOLE 0¢ VAULT 2"M C, EXISTING; GAS LINE © ,r-E7,7 ELECTQIC MANHOLE OR VAULT T — tog,1GD. TEL•coNDU(T 1] PPP* ELECTRIC OE TELEPHONE POLE 12"I.D.CONE-1gla Et('ST. etc„4-I'IO J La Pd E, ® ELECTIEIC TowEIE V E — VND'C4D. ELEcTIZIC CON, E---- DOWN GUY S.L. ” STREET LIGHTING FI . HYDRANT 514. -- •1 TIZAFFIC SIGPIAL I::::IWt"'1 'VATEIL METER F. 9, FIRE ALA¢M IX] WATER, VALVE _ Iq"IV PCC__ CULVERT Gobs VALVE -a' v v -0-- - v •oARp FENCE -Z---•C ELCCTROLIER (UPRIGHT) —x x x —x- OA¢DEO WIRE FENCE --p ELCCTILOLIL , (ON MAST AZM) CHAIN LIN15 FENCE TCAFFIC SIGNAL d P 0- O WOVEN Wt ME FENCE 0 VLIbPFIC SIGNAL (ON w�rMT AiM� RCC, 5LoclS WALL- OPS NULL sox 1 _- — OR M * 2AtLQ.OAD TIZACIiG ® TQ%PFIG SIGNAL CONTROLLER. HEDGE �' TIZAPFIC SIGNAL DETECTOQ ■ on--* WAL15 • WAIT SIGINAL F: '-,"'�-k �--' "+ DIRECTION FLOW DIQT ,10 PAtri5t G METER' �.- D1g1iCT10N FLOW PAY. y TQAFRtG S13N `; + STREET WAMt S►GN , mr — -ml — -rr— ,m-` Im TOP OF SLOPE I STOP SIGN �, °' — _"� _' tuL -u TOE OF SLOPE WE.. CP.045lI4A SIGN tr Q� - - - GUAtZO RAILING 6 1 6 tit. CIZ0441 ■4 SIGNAL n - RC.C. 5I0EWAU5 (DASHED) * SPQINKLEIZ HEAT) __._._1\ A P CZ. D12I VE WAY DELTA , ANGLE POINT 2 F.C.0 .CURS 4. CuTCee 0 POINT ON TANGENT 1 j CALIFORNIA MUTCD STANDARDS California MUTCD Page 3A-4 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Figure 3A-101 (CA). Centerlines - 2 Lane Highways FOR SPEEDS 65 km/h(40 mph)OR LESS DETAIL 1 POLICY 14.64 m (48 k) 2.14 m 5.18 m 2.14 m 5.18 m 2.14 m Centerline pattern for use on two-lane streets (7 ft) I (17 ft) I (7 ft)I (17 R) (71t) and highways (normally used on local streets Q Q Q and highways) . DETAIL 2 14.64m(48ft) 2.59 m 2.14 mJ 5.18 m 2.14 2.59 m Centerline pattern with pavement markers for �,,. (ft.5ft)I 17 11)I (17 ft) (7 R) (8.5R) use on two-lane streets and highways. DETAIL 3 (Deleted) DETAIL 4 14.64 m(48 ft) 2.44m 2.44m 4.68m 2.44 m 2.44m Alternate to Detail 2. For use at problem (Aft) I (8 ft) (16 R) I (aft) (8 ft) locations where it is difficult to place and ❑ 0 0 0 0 O O ❑ maintain centerline because of moisture, sand, .1 I.1.22m(4 ft) .1 f.1.22m(4ft) etc. FOR SPEEDS 70 km/h(45 mph)OR MORE DETAIL 5 14.64 m(48 ft) Centerline pattern for use on two-lane streets 3.66 m(12 ft, 10.96 in(36 it) 3.66 m(12 fq and highways (normally used on local streets ( and highways). DETAIL 6 14.64 m(48 ft) 5.49 m 3.66 m 5.49 Centerline pattern with pavement markers for .� ❑ (16 ft) I (12 ft) I m(18 ft) ❑ use on two-lane streets and highways. DETAIL 7 14.64m(48ft) Alternate to Detail 6. For use at problem 5.49 m I 3.66 m I 5.49 m I locations where it Is difficult to place and f (left) (12 ft) (18 ft) maintain centerline because of moisture, sand, ❑ 0 0 0 0 ❑ etc. .� 1.1.22 m(4 R) LEGEND ( 1 100 mm(4 in)Yellow ❑Two-Way Yellow Retroreflective Markers f Direction of Travel 0 Non-Retroreflective Yellow Markers NOT TO SCALE • Chapter 3A-General September 26,2006 Part 3-Markings California MUTCD Page 3A-5 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Figure 3A-102 (CA). Lane Lines -Multilane Highways • FOR SPEEDS 65 km/h (40 mph)OR LESS POLICY DETAIL 8 Lane Line pattern for use on multilane streets 14.64m(48 ft) and highways (normally used on local streets 2.14n1 5.18m 2.14m I S.18m 2.14m and highways). (7 ft) I (17 ft) I (7 ft) I (11 ft) (7 ft) Q -► DETAIL 9 Lane Line pattern with pavement markers for use 14.64m(48ft) on multilane streets, highways and freeway 2,59m 2.14m 5.18m 2.14m 2.59m ramps. �, (8.5 ft) I (7 ft) (17 ft) I (7 ft) (8.5(1) 0 O 0 0 DETAIL 10 Lane Line pattern with pavement markers for use 14.64m(48ft) on multilane streets, highways and freeway 244m 2.44m 4.88m 2.44m 244m ramps. (8ft) I (8 ft) (16 ft) Oft) I (8 ft) 0 000 000 0 -'I [.-1.22 m(4 ft) 14 r 1.22 m(4 ft) FOR SPEEDS 70 km/h(45 mph)OR MORE DETAIL 11 Lane Line pattern for use on multilane streets 14.64m(48ft) and highways (normally used on local streets and highways). 3.66m(12ft)I 10.98 m(36 ft) 3.66m(12ft►I -► I I I I DETAIL 12 Lane Line pattern with pavement markers for use 14.64m(48ft) on multilane conventional streets and highways, State freeways, expressways, freeway ramps, -II* 5.49m(18ft) I 3.66m(12 ft)I 5.49m(18ft) freeway to freeway connectors and collector 0 I I 0 roads. See Detail 14A. DETAIL 13 Lane Line pattern with pavement markers for use 14.64m(48ft) on State freeways,expressways,freeway ramps, freeway to freeway connectors and collector 5.49m(18ft) I3.66m(12ft)I 5.49m(18ft) 1 roads. See Detail 14. 0 0000 0 -4. •I I.1.22m(4ft) DETAIL 14 Lane Line pattern with red-clear pavement 4392m(144 ft) markers shall be used on freeways approaching 14.64m(48f) 14.64m(4810 14.64m(48ft) exit ramps. Detail 14 is used with Detail 13 and Detail 14A is used with Detail 12, in a pattern of v 0000 0 0000 0 0000 co four red-clear pavement markers,at intervals as 3.66 m 1.72m(4K) shown. (12 RI DETAIL 14 or 14A RED-CLEAR MARKER PATTERN, DETAIL 14A 4392 m(144 M ~ -1 ~ 11&m(48ft) 11.64m(48p 1/.ilm(/8ft) - - : i 0 I I fl I I a I 1 a - otu. tttm 91mt--` . 3.66 m 3.66 m 3.66 m -a 2I 4 E :i+2Ifl �IIt 414m 41!!• 4W (12 ft) 412 ft) (12 ft) ,144 al purl OM 11 LEGEND - DETAIL 12 or 13 I 1 100 mm(4 in)White 0 One-Way Clear Retroreflective Markers 0 Non-Retroreflective White Markers -► Direction of Travel II Red-Clear Retroreflective Markers NOT TO SCALE Chapter 3A-General September 26,2006 Part 3-Markings California MUTCD Page 3A-6 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Figure 3A-103(CA). No Passing Zones- One Direction FOR SPEEDS 65 km/h(40 mph)OR LESS DETAIL 15 POLICY 14.64m(48ft) 2.14m 5.18m 2.14n 5.18m 2.14 n (7 11) I (17 ft) I (7 R)1 117 R) p h)I One direction no-passing pattern for use on 1=1_751=13 two-lane streets and highways (normally used in) on local streets and highways). See Note 2. DETAIL 16 14.64 m(48ft) 2.59m 2.14 ' 2.59m 2.14m 2.59m (8.5 f) ( ft)1 (8.5 n)� I F rt)I (8.5 a- One direction no-passing pattern with pavement • MICI 0 markers for use on. two-lane streets and 75 mm(3 m) highways. See Notes 1 and 2. 0 1.32m 0 7.32m LE mm(2in) 1 (24 ft) I (24 ft) I DETAIL 17 14.64 m(48 I) 7.32 m(24 ft) 732 m(24 ft) 2.44m 2. m 2.44m PI ft)I M 11 11) pft) Alternate to Detail 16. For use with Detail 4. ❑ 000 0 000 ❑_ 01000001:10000011-7Smm(3in) 1.22m(4ft)-j 1- -1 1-1.22m(4ft) FOR SPEEDS 70 km/h(45 mph) OR MORE DETAIL 18 14.64m(48ft) 13.88 m(12 ft)I 10.98 m(36 ft) 3.66 m(12 ftg One direction no-passing pattern for use on two-lane streets and highways(normally used ( (T on local streets and highways). See Note 2. 75 mm(3 in) DETAIL 19 I 14.64 m(481) �.., 5.49m(18ft) I3.66m(121)) 5.49m(18ft) ❑ 11111111=11. ❑_ One direction no-passing pattern with pavement 75mm(31n) markers for use on two-lane streets and CI=50 mm(2 it) highways. See Notes 1 and 2. I 7.32 m(24 ft) 1 7.32 m(241t) I DETAIL 20 14.64m(41ft) • •■ I 5.4911108 ft) 13.68m(12ft$ 5.49m(18ft) ❑ 0 0 0 0 ❑_ Alternate to Detail 19. For use with Detail 7. 0000000000000 7smm(3in) 1.22 m(4 M-4 F- 1.22 m(419-1 I- NOTES: 1. Pavement markers shown off the solid line in Details 16 and 19 may be placed on the line. 2. A 75 mm(3 in)black line shall be placed between the 100 mm(4 in)yellow lines on State highways and may be placed on streets and highways under local jurisdiction. LEGEND ( 100 mm(41n)Yellow ❑Two-Way Yellow Retroreflective Markers 0 Non-Retroreflective Yellow Markers Direction of Travel 0 One-Way Yellow Retroreflective Markers NOT TO SCALE Chapter 3A-General September 26,2006 Part 3-Markings California MUTCD Page 3A-7 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Figure 3A-104 (CA). No Passing Zones - Two Direction DETAIL 21 POLICY f- ( Two-direction no-passing pattern for use on two-lane streets and highways(normally used on I • IT local streets and highways). See Note 2. 75 mm(3 in) DETAIL 22 I 7.32 m(24 ft) I 7.32 m(24 ft) ❑ 0_50 mm(2 in) Two-direction no-passing pattern with pavement _75mm(3in) markers for use on two-lane streets and CI El ❑_50 mm(2 in) highways. See Notes 1 and 2. DETAIL 23 7.32 m(24 ft) I 7.32 m(24 ft) ❑0 0 0 0 0 ❑ 0 0 0 0 0❑_ Alternate to Detail 22. For use with either Detail ❑00000 ❑ 000 IOOE1_75mm(3in) 4or Detail 7. 1.22 m(4 ft)-1 —I h--1.22 m(4 ft) NOTES: 1. Pavement markers shown off the solid line in Detail 22 may be placed on the line. 2. A 75 mm (3 In) black line shall be placed between the 100 mm (4 in)yellow lines on State highways and may be placed on streets and highways under local jurisdiction. LEGEND 1 100 mm(4 in)Yellow ❑7Wo-Way Yellow Retroreflective Markers —0- Direction of Travel 0 Non-Retroreflective Yellow Markers NOT TO SCALE Chapter 3A—General September 26,2006 Part 3-Markings California MUTCD Page 3A-8 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Figure 3A-105(CA). Left Edge Lines for Divided Highways DETAIL 24 POLICY Left Edge Line pattern for use on streets and highways (normally used on local streets and _SO mm(2 in► highways). Edge of Traveled Way DETAIL 25 I I _s6 mm 12 in) Left Edge Line for use on State highways. 0 _SO mm 2 in 0 14.64 m(48 ft) Edge of Traveled Way DETAIL 25A I 1-50 mm(2 in) Left Edge Line for use on freeway ramps and —so mm(2 in) connectors. 7.32 in(24 ft) I 7.32 m(24 ft) 14.64 m(44 ft) Edge of Traveled Way DETAIL 26 —50 mm(2 in) Alternate to Details 24 and 25 when there is _50 mm 12 in) adequate contrast between travelled way and 1] 14.W m(46 ft) 0 shoulder. I Edge of Traveled Way DETAIL 27 Alternate to Detail 25. A double solid yellow line _75 mm(3 in) may be used for more emphasis when motorists I !—SO (2 In) tend to use the shoulder for a through lane,or mm _50mmRI n where encroachments onto the shoulder occasionally occur. See Note 1. 14.64 m(46 t) Edge of Traveled Way NOTE: 1. A 75 mm(3 in)black line shall be placed between the 100 mm(4 in)yellow lines on State highways and may be placed on streets and highways under local jurisdiction. LEGEND 100 mm(4 in)Yellow 0 One-Way Yellow Retroreflective Markers —► Direction of Travel NOT TO SCALE Chapter 3A—General September 26,2006 Part 3-Markings California MUTCD Page 3A-9 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Figure 3A-106(CA). Right Edge Line and Right Edge Line Extension Through Intersections DETAIL 27B POLICY Right Edge Line Right Edge Line pattern for use on all State highways may be used on local streets and highways. It is generally dropped at the =SOmm(2in) beginning of the intersection flares on conventional highways. See also Detail 27C. On 11\— freeways, it may be flared in advance of the exit ramp as shown in Figure 3B-8(CA). Edge of Traveled Way DETAIL 27C Right Edge Line Extension Through Intersections I0.91m1 3.66m(12ft) I0.91m1 •3.66m(12ft) I0.91m1 Right Edge Line Extension Through (3ft) (3 ft) (aft) Intersections pattern for use to extend the right 0 0 0 edgeiine through an intersection where climatic conditions, such as areas of heavy fog, may require additional guidance. LEGEND I 1 100 mm(4 in) White — Direction of Travel NOT TO SCALE (This space left intentionally blank) Chapter 3A—General September 26,2006 Part 3-Markings • California MUTCD Page 3A-10 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Figure 3A-107(CA). Median Islands DETAIL 28 POLICY f I J 75 mm(3 In) ( I Double Left Edge Line pattern for use on 0.61 m(2 ft)Minimum all-paved sections of streets and highways (normally used on local streets and highways). See Note 2. I J-75 mm(3 In) DETAIL 29 14.64 m(48 ft) 7.32 m(24 ft) I 7.32 m(24 ft) I ❑ ❑ ❑J_50 mm(2 In) 75 mm(3 in) I I Double Left Edge Line pattern with pavement 0.61 m(2 ft)Minimum markers for use on all-paved sections of streets and highways. See Notes 1 and 2. _75 mm(3 in) ❑ ❑ ❑ -50 mm(2 In) ■40' I 7.32 m(24 ft) I 7.32 in(24 ft) DETAIL 30 14.64 m(43 ft) 7.32 m(24 ft) ( 7.32 m(24 ft) 0000000000000-75 mm(3In) El 0 0 0 0 0 0 0 0 0 0 E Alternate to Detail 29. For use at problem 0.61 m(2 ft)Minimum locations where it is difficult to place and maintain lines because of moisture, sand, etc. 0 00000 0 000000- _75 mm(3 in) 0 00000 0 000000 1.22 m(4 ft)--I I- -I F-122 m(4 ft) NOTES: 1. Pavement markers shown off the solid line in Detail 29 may be placed on the line. 2. A 75 mm(3 in)black line shall be placed between the 100 mm(4 In)yellow lines on State highways and may be placed on streets and highways under local jurisdiction. LEGEND 100 mm(4 in)Yellow ❑ Ave-Way Yellow Retroreflective Markers Direction of Travel 0 Non-Retroreflective Yellow Markers NOT TO SCALE Chapter 3A-General September 26,2006 Part 3-Markings • California MUTCD Page 3A-12 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Figure 3A-109(CA). Intersection Markings • FOR SPEEDS 70 km/h (45 mph) OR MORE I DETAIL 34 14.64 in(4a R) i I 30 m(100 ft)Minimum I3.66m 5.49m 5.49m 3.66m 5.49m 7.32m(24}y 1 7.32m(24ft) I 7.32m(24ft) 1 (_I (1i ft) 0 (18 f) I (_I (tart) �50mi.(2N).. 10 13 IIII 75 mm(3 in). ♦� I=P4 x:50 mm(2fn)CI -o CI -_ 01 CI 1:1 5.49 in 3.66 m 5.49 m 5.49 in 3.88 m 1 7.32 in(24 ft) 1 7.32 m(24 ft) 1 7.32 in(24 ft) I I+a ft) I (12*) I (lift) (18 ft) (12 h) 30 in(100 ft)Minimum I 14.64 m(48 ft) a DETAIL 34A 14.64 m(48 ft) 3.68 m 10.86 m 3.86 m 30 m(100 ft)Mhimum f 1 M (36 ft) I (+� I I ♦�) t I_TS mm(3 in): I I 30 m(100 ft)Minimum I I 3.66m 10.98in 3.66m I (12ft) I (36 ft) (1211) I 14.Nm(48fq FOR SPEEDS 65 km/h (40 mph) OR LESS I DETAIL 35 ! 30 m(100 ft)Minimum 2.51 m 1! 259 m .59 m 21!m12.594 I I 7.32 m(24 ft) 1 7.32 m(24 ft) 1 7.32 m(24 ft) 1 ♦� 0 O 12.58 m12.14415912.59 UM I18.StOI(&5*)I(7f) (6.5ft 50.mm(21n)m 13 13 (D ♦� 75 mm(3 in) d♦ 0 0 0 �.50mm(2 in/l2.59m2.114 2.59r12.59m�2.59^0 O ( 7.32 m(24 R) 7.32 m(24 ft) ( 7.32 m(24 ft) I I 43811(7 8l ih•S ft/11113811 n ft)) A.5 ftN 30 m (100 ft)Minimum I DETAIL 35A IP' 14.64 m(4a ft) cif I214 5.18 m 14 5.18 m 214 i JO m(100 R)M�imum (7 ft)) 1/1 Q) I2(7*)I (1711) I(it I I=1-+ = x-75 mm(3 in). IA= ♦ 30 m(100 ft)Minimum I I 14 5.18m 2140 5.18m 214 ml CM (171q I(7 In I (17+0 MN 1 14.4m(48ft) NOTES: 1. Raised Pavement Markers are optional on non-state highways. 2. Raised Pavement Markers shown off the solid line may be placed on the line. 3. A 75 mm(3 in)black line shall be placed between the 100 mm(4 in)yellow lines on State highways and may be placed on streets and highways under local jurisdiction. LEGEND 100 mm(4 in)Yellow ❑TWo-Way Yellow Retroreflective Markers f Direction of Travel 0 One-Way Yellow Retroreflective Markers NOT TO SCALE Chapter 3A-General September 26,2006 Part 3-Markings California MUTCD Page 3A-16 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Figure 3A-112(CA). Channelizing Line and Lane LinelCenterline Extensions DETAIL 38- Channelizing Line POLICY Typical channelizing line for use on Left-Turn or 200 mm(8 in)White Line I_ Right-Turn lanes on State highways. Pavement —50mm(2In) Markers when used should be place on the 0 0 0 through traffic side only. 7.32 m(24 ft) I 7.32 m(24 ft) Through Traffic —► DETAIL 38A- Channelizing Line Typical channelizing line for use on Left-Turn or 200 mm(8 in)White Line I Right-Turn lanes on local streets and highways and freeway off-ramp terminals. DETAIL 38B-Channelizing Line at Exit Ramps 0 a ©=SOmm(21n► Typical channelizing line for use on Exit Ramps. Pavement Markers as shown may also placed be 200 mm(8 in)White Line I_ on the line. 0 ci 0 50 mm(2 In) 7.32 m(24 ft) I 7.32 m(24 It) I DETAIL 38C-Alternate to Detail 38 and 38B 1888881888881 . . PI RI 7.32 m(241t) DETAIL 39-Bike Lane Line I 150 mm(6 in)White Line DETAIL 39A-Bike Lane Intersection Line 30 m(100 ft)to 60 m(20011) Intersection 2.44m 1.22m (8 h) I (41t) I 150 mm(6 in)White Line DETAIL 40-Lane Line Extension Through Intersections The Lane Line Extension Through Intersections I0� 1.83m I line is used to extend the lane line through an oft)! (6 ft) 100 mm(4 in)White Line intersection that might otherwise be confusing to the motorist. DETAIL 40A-Alternate to Detail 40 O O (3\___ O O O 1.22 m I (4 ft) Non-Retroreflective White Markers DETAIL 41- Centerline Extension Through Intersections The Centerine Extension Through Intersections IQ� 1.83m O line is used to extend the centerline through an (t ft)I 16h) I 100 mm(4 in)Yellow Line intersection that might otherwise be confusing to the motorist. DETAIL 41A-Alternate to Detail 41 O O t0 O O O 1.22 m I NOT TO SCALE (oft) Non-Retroreflective Yellow Markers LEGEND I I White Line 0 Non-Retroreflective White Markers Direction of Travel I I Yellow Line 0 Non-Retroreflective Yellow Markers 0 One-Way Clear Retroreflective Markers - Chapter 3A-General September 26,2006 Part 3-Markings California MUTCD t Page 3B-64 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Figure 38-21 (CA). Examples of Arrows for Pavement Markings (Sheet 1 of 2) WI; 14 H (71N H (770) I4111-2.13 in(72) ---t- 1/1 a- 2 Sisk 1t UIE e st SOO mm(110 GM i1 1\ft ' I_ E 3 O.Mmi't - -TYPEIARROW -. ..A 7M mm 11 iqGrid�-O.30m(10( TYPEIARROW 300 min/IllOdd 300sn(IfEGd0.1 I_ •311mnn 14--0.30 m(1 Ill TYPE I ARROW TYP( (L)FOR TYPE H(R) . ARROW, USE MIRROR IMAGE) 14--LOG m(iop-41 t.t7m10 ft)41 5.3$m(11 ft)----.1 144.33m(11t4 A A _ . r. • E • 341 mm G411 14_ O.IO m(1 10 ? a z E E TYPE IV(L)ARROW A (FOR TYPE IV(R)ARROW, USE MIRROR IMAGE) n It NOT TO SCALE i31 1 • • 100mm 11 i0 Gnd I 14—O.30m(11E SOOmm(laGAd� 'I ENm1110 700mm(10)GrN� 0.30m(I ft) TYPE 1I(B)ARROW TYPE III(L)ARROW TYPE III(B)ARROW (FOR TYPE III(R) ARRROW. USE MIRROR IMAGE) NOTE: The design details for various arrows are also shown in Department of Transportation's Standard Plans. Chapter 3B—Pavement and Curb Markings September 26,2006 Part 3-Markings PROJECT LOCATION SURVEY DOCUMENTS HZ #245 DESCRIPTION OF BENCH MARK STATE Calif. COUNTY San Bdno. CITY OF SAN BERNARDINO DESIGNATION G1-15 USC & GS DESIGNATION ADJUSTED ELEVATION METERS 340.5838 SAN BERNARDINO CO. DESIGNATION DATE 6-2-75 FEET 1117.399 CHARACTER OF MARK Brass Disk STAMPED 5S ESTABLISHED BY Dept. of Water Resources PARTY CHIEF P. Galvez NEAREST INTERSECTION Rialto Ave. & Rancho Ave. DETAILED DESCRIPTION 55.5 ft. north & 34 ft. east of the centerline P.I. of Rialto Avenue & Rancho Avenue (North); 1.5 ft. northeast of, and in the 3 x 3 base of, a traffic signal pole. /14! #246 DESCRIPTION OF BENCH MARK STATE Calif. COUNTY San Bdno. CITY OF SAN BERNARDINO DESIGNATION G1-16 USC & GS DESIGNATION ADJUSTED ELEVATION METERS 346.4771 SAN BERNARDINO CO. DESIGNATION DATE 6-4-75 FEET 1136.734 CHARACTER OF MARK Brass Disk STAMPED CBM #24 ESTABLISHED BY City of San Bernardino PARTY CHIEF P. Galvez NEAREST INTERSECTION Foothill & Rancho Avenue DETAILED DESCRIPTION 342 ft. east & 31 ft. south of the centerline P.I. of Rancho Ave. & Foothill Blvd; 4.5 ft. south of the south curb of Foothill ; in the southwest corner of the southwest corner of the bridge. 2,7-37T PENNSyLNAN ►,AA S1-RE * T Ties checked or s et 10 " 10 '1$8 by J,Davis No Te '. R deNo1e5 data Per O c- ; ty of San Bervard ;roteb.el / \ F.I. 5. B.couhty Road Dept . €F i .5erv;ce Pole (no%number), IJ , Fill. sr:14e € C.S.et. washerifkolt, v.10 referev∎ce. Fits exietiNa� �'' • "') t;es 4 res airi.i n 1 t 4' per C ;{y of 5a% DernarJ.NO, Accepted i" I ;es"of',oi"S.P. per c.5. Mar 14a•/ Ioa , 4•?14 5treet Fd. 1"LY• # L•`5.311Z plast;e ?In. op No reference. O.I5'N.4O.3S'W �A/ o of N.€•corner of 6�b►:9h N black wallw/Z't wren, ire% O, fence on -}or, 3 exis1 %WG .-BLOCKWA I - f, y ticrrW Item Ftwtci� Y RI. 5.5.County Read 'pert. i N0Fors P,P, (vno nomiiber.) In n oo 4— Y S L 'Dl 4— > N T C h r s 0 Q 4L il, ■ ' I 38 '2.© 7-- CAB RE RA SC rnar Se>��sT o , t, ,rr-("itfL cR z\� \ Z9 8 o= i•? i_d . — 5.72-7L P f ;) s *, mss•;,4 �j / z 45 /.3Jkles- -c3Z- I h'1 „ ,_ / t till . tl < tea. 5,2-i- L l,r ( 1 qt/{Pk . y — J . N F,/ Be// wt.e/: .ha•1 S(7/{ 7/N '1- Iijii7 1' / _ 1,g _GIflY" Sei� tT 'c ll le/ 4 (7- I � 2/t'-" �1 f ! . 7.4i SURVEY MONUMENT PRESERVATION GUIDELINES CALIFORNIA LAND SURVEYORS ASSOCIATION & CONSULTING ENGINEERS AND LAND SURVEYORS OF CALIFORNIA Joint Professional Practice Committee - Riverside/San Bernardino and Desert Chapters (In Cooperation with the Riverside &San Bernardino County Surveyors Office) PREFACE: The preceding public survey documents are provided from a search of records on file in the City of San Bernardino, Office of the City Engineer. All work is to be performed by a person or under the supervision of a person authorized to practice Land Surveying (refer to Sub-section 6-1.10 "SURVEYING SERVICE" of these Special Provisions). All new and replaced survey ties shall be by transit method. The following regarding public works construction in the Public Right of Way is extracted from letter from the above agencies, dated April 13, 2007: NEW & RECONSTRUCTION PROJECTS A. PRIOR TO CONSTRUCTION (1.) The survey crew shall diligently search for all survey monuments of record and on the surface of the road. It is suggested (that) the search(sh)ould include the use of a metal detector. When the detector indicates the possibility of a buried survey monument, then digging below the surface to uncover the monument within 2"of the road surface is recommended. (2.) The survey crew shall properly reference all found survey monuments, which may be disturbed or covered during construction, to stable surface points. (3.) The authorized surveyor shall properly complete a Corner Record or Record of Survey for the monuments noted in(I)tem(2.), above. Prior to the start of any construction work, the original or a print of the Corner Record or Record of Survey shall be submitted to the County Surveyor for review, signature and filing. B. AFTER CONSTRUCTION AND PRIOR TO RECORDING NOTICE OF COMPLETION 1. All covered and disturbed monuments shall be reset with the same or more durable type of monument as the original, in the surface of,the construction. Key monuments shall be a minimum 1" inside diameter iron pipe of appropriate length. 2. A monument box or other protective structure is recommended to be placed around key monuments (section corners, quarter section corners). 3. The authorized surveyor shall properly complete a Corner Record of Record of Survey for all set monuments with a change in character, including tag number, and submit it to the County Surveyor for review, signature and filing. NOTE: Parentheses above indicate changes to original text. E CONTRACT AGREEMENT AGREEMENT CITY OF SAN BERNARDINO THIS AGREEMENT is made and concluded this day of v4e.-tJ , 20 4.g-between the City of San Bernardino(owner and hereinafter"CITY"), and Match Corporation (hereinafter "CONTRACTOR"). 1. For and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the CITY, and under the conditions expressed in the bond as deposited with the CITY, receipt of which is hereby acknowledged, the CONTRACTOR agrees with the CITY, at the CONTRACTOR's own proper cost and expense in the Special Provisions to be furnished by the CITY, to furnish all materials, tools and equipment and perform all the work necessary to complete in good workmanlike and substantial manner the PAVEMENT REHABILITATION ON 4TH STREET FROM 5TH STREET TO TIAJUANA STREET ( SS 06-37 ) in strict conformity with Plans and Special Provisions No. 12539 , and also in accordance with Standard Specifications for Public Works/Construction, 2008 Edition, on file in the Office of the City Engineer, Public Works Division, Department of Development Services, City of San Bernardino, which said Plans and Special Provisions and Standard Specifications are hereby especially referred to and by such reference made a part hereof. 2. CONTRACTOR agrees to receive and accept the prices as set forth in the Bid Schedule as full compensation for furnishing all materials and doing all the work contemplated and embraced in this agreement; also for all loss or damage arising out of the nature of the work aforesaid or from any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the work and for all risks of every description connected with the work; also for all expenses incurred by or in consequence of the suspension or discontinuance of work,and for well and faithfully completing the work and the whole thereof,in the manner and according to the Plans and Special Provisions, and requirements of the Engineer under them. 3. The CONTRACTOR herein covenants by and for himself or herself, his or her heirs, executors, administrators, and assigns, and all persons claiming under or through them, that there shall be no discrimination against or segregation of, any person or group of persons on the basis of race, color,national origin,religion, sex, marital status, or ancestry in the performance of this contract, nor shall the CONTRACTOR or any person claiming under or through him or her, establish or permit any such practice or practices of discrimination or segregation with reference to the selection of subcontractors, vendees, or employees in the performance of this contract. Failure by the CONTRACTOR to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy,as recipient deems appropriate. AGREEMENT: PAVEMENT REHABILITATION ON 4TH STREET FROM 5TH STREET TO TIAJUANA STREET (SS 06-37) 4. CITY hereby promises and agrees with the said CONTRACTOR to employ, and does hereby employ the said CONTRACTOR to provide the materials and to do the work 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 above set forth; and the same parties for themselves, their heirs, executors, administrators,and assigns,do hereby agree to the full performance of the covenants herein contained. 5. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid of said CONTRACTOR, then this instrument shall control and nothing herein shall be considered as an acceptance of said terms of said bid conflicting herewith. IN WITNESS WHEREOF, the parties of these presents have executed this contract in four (4) counterparts, each of which shall be deemed an original in the year and day first above mentioned. CONTRACTOR CITY OF SAN BERNARDINO NAME OF FIRM: Matich Co oration BY: (.,/i/(._ LORI SASSOON, Acting City Manager 1.GGikAilo City of San Bernardino BY: TITLE: Eugene P Botsvert Vice President ATTEST: MAILING ADDRESS: P.O.Box 50,000 Ut ■.a, eb RACHEL G. CLARK San Bernardino,CA 92412 City Clerk PHONE NO.: ( g09)382-7400 APPROVED AS TO FORM: ATTEST: -P -A P a S pec( G CouNce Secretary Patrick A.Matich NOTE: Secretary of the Owner should attest. If Contractor is a corporation, Secretary should attest. L ' S A F E C O' SAFECO Insurance Company PO Box 34526 Seattle,WA 98124-1526 CONTRACT BOND -CALIFORNIA Bond 6492181 FAITHFUL PERFORMANCE- Initial premium charged for this bond is PUBLIC WORK $2,673.00 subject to adjustment upon completion of contract at applicable rate on final contract price. KNOW ALL BY THESE PRESENTS,That Matich Corporation of San Bernardino, CA as Principal, and the SAFECO INSURANCE COMPANY OF AMERICA ,a corporation organized and existing under the laws of the State of Washington and authorized to transact surety business in the State of California,as Surety,are held and firmly bound unto City of San Bernardino in the sum of Three Hundred Sixty Three Thousand Six Hundred Thirty Six and 00/100 • Dollars($ 363,636.00 ), for the payment whereof, well and truly to be made, said Principal and Surety bind themselves,their heirs, administrators, successors and assigns,jointly and severally,firmly by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, That WHEREAS, the above-bounden Principal has entered into a Contract,dated , ,with the City of San Bernardino to do and perform the following work,to-wit: Pavement Rehabilitation on 4th Street from 5th Street to Tiajuana Street(SS 06-37) NOW,THEREFORE, if the above-bounden Principal shall faithfully perform all the provisions of said Contract,then this obligation shall be void;otherwise to remain in full force and effect. PROVIDED FURTHER THAT, Any suit under this bond must be instituted before the expiration of two (2) years from the date of substantial completion of the work to be performed under the Contract. Signed and sealed this 1ST day of October , 2008 . Matich Corporation Principal Eug e P. Boisvert Vice President - � SAFECO INSURANCE COMPANY OF SEAL AME %el By f � ane Kepner Attorney-in-Fact S-0815/SAEF 10/99 ®A registered trademark of SAFECO Corporation FRP ACKNOWLEDGMENT State of California County of San Bernardino ) On October 1, 2008 before me, Megan Nadalet, Notary Public , (insert name and title of the officer) personally appeared Eugene P. Boisvert who proved to me on the basis of satisfactory evidence to be the persons.whose name(s) is/are- subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/weir authorized capacity(ies)., and that by his/hew/their signature(s)-on the instrument the person(e , or the entity upon behalf of which the person(e) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. yw. .v,.v r ME GAN NA . .T : COMM.11771 ae9!fir WITNESS my hand and official seal. >1 I NOTARYpualccAUFORNIA i 1 i My Comm.Eipiroo Oct. 2011 I .NO...........H.N.e.N�.. Signature brims , ' � ' , ° (Seal) • ..w. ..................73-13....................... ..Al=.....::::::...... ...._..................................... ........... ..................................... .......................:.........--.................................-...:f'. : CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT r iii State of California w iii .„ iii County of Orange iii - is j' OCT qi 0 12008 On �! before me, K. Luu, Notary Public , j (Here insert name and title of the officer) personally appeared Jane Kepner y 4: ii who proved to me on the basis of satisfactory evidence to be the person()whose name()is/bilk subscribed to the within instrument and acknowledged to me that]xerlshe/tic executed the same in his/her/their authorized r capacity(, and that by hs/her/t signature(s) on the instrument the personO, or the entity upon behalf of }` which the person(s)acted,executed the instrument. li : iii I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph } is true and correct. d.�� K. LUU #: i:: ap Commission # 1778641 iii WITNESS my d and official seal. < k, . Notor, Put,11c -Ca,i,ornla E ii; ,„,.ffi' Orange County - ':' '" ~ MyCornrn. !ro5 Noy 6,2011 !'ti 'Ty, "..7..r..... ,,, ,:pcj (Notary Seal) 11: Signature of Notary Public ;3: fi • ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed in California must contain verbiage exactly as DESCRIPTION OF THE ATTACHED DOCUMENT appears above in the notary section or a separate acknowledgment form must be ji properly completed and attached to that document. The only exception is if a i3 document is to be recorded outside of California.In such instances,any alternative acknowledgment verbiage as may be printed on such a document so long as the iii (Title or description of attached document) verbiage does not require the notary to do something that is illegal for a notary in iii California(i.e. certiffing the authorized capacity of the signer). Please check the (Title or description of attached document continued) document carefully for proper notarial wording and attach this form if required. • State and County information must be the State and County where the document Number of Pages Document Date signer(s)personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s)personally appeared which is must also be the same date the acknowledgment is completed. (Additional information) • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title(notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization. CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms(i.e. ❑ Individual(s) he/shdtheyr is/are)or circling the correct forms.Failure to correctly indicate this information may lead to rejection of document recording. ❑ Corporate Officer • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines.If seal impression smudges,re-seal if a E'' (Title) sufficient area permits,otherwise complete a different acknowledgment form. I;i ❑ Partner(s) • Signature of the notary public must match the signature on file with the office of the county clerk. EX Attorney-in-Fact Additional information is not required but could help to ensure this ❑ Trustee(s) acknowledgment is not misused or attached to a different document. ❑ Other Indicate title or type of attached document,number of pages and date. Indicate the capacity claimed by the signer.If the claimed capacity is a corporate officer,indicate the title(i.e.CEO,CFO,Secretary). • Securely attach this document to the signed document ACKNOWLEDGMENT State of California County of San Bernardino ) On October 1, 2008 before me, Megan Nadalet, Notary Public (insert name and title of the officer) personally appeared Eugene P. Boisvert who proved to me on the basis of satisfactory evidence to be the person(s-whose name*.is/a&a_ subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(e) on the instrument the person4s)., or the entity upon behalf of which the persons}acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. • • MEGAN NADAL ET WITNESS my hand and official seal. r.` COMM *1771099 r• NOTARY r.,.1 SAN BERNARDINO OOUNTY , **a**N•1•NMA4•41NN Signature I / (Seal) • CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT iii il State of California s County of Orange r 1 OCT 0 12008 On before me, K. Luu, Notary Public , (Here insert name and title of the officer) personally appeared Jane Kepner who proved to me on the basis of satisfactory evidence to be the person() whose name(*)is/sw subscribed to the within instrument and acknowledged to me that Indsheithirs executed the same in his/her/theix authorized sii capacity(W, and that by I /her/t signature(s) on the instrument the person(*), or the entity upon behalf of ii which the person(s)acted, executed the instrument. t: I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. _ I:: K. IiJU A` Commission # 1778641 WITNESS my h d and official seal. ; "t-c - �' Notary Public - California Z Z '1 � Orance County " - IVy Comm.Expires Noy 6,2011 (Notary Seal) ‘sx l' Signature of Notary Public • ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed in California must contain verbiage exactly as DESCRIPTION OF THE ATTACHED DOCUMENT appears above in the notary section or a separate acknowledgment form must be properly completed and attached to that document. The only exception is if a document is to be recorded outside of California.In such instances,any alternative li acknowledgment verbiage as may be printed on such a document so long as the (Title or description of attached document) verbiage does not require the notary to do something that is illegal for a notary in ii California(i.e. cert ing the authorized capacity of the signer). Please check the Ii document carefully for proper notarial wording and attach this form if required. `%' (Title or description of attached document continued) i? iii • State and County information must be the State and County where the document Number of Pages Document Date signer(s)personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s)personally appeared which must also be the same date the acknowledgment is completed. ': (Additional information) • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title(notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization. CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms(i.e. El (S) he/sheithey—is/are)or circling the correct forms.Failure to correctly indicate this information may lead to rejection of document recording. ii ❑ Corporate Officer • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines.If seal impression smudges,re-seal if a (Title) sufficient area permits,otherwise complete a different acknowledgment form. ❑ Partner(s) • Signature of the notary public must match the signature on file with the office of the county clerk. ® Attorney-in-Fact Additional information is not required but could help to ensure this ii ❑ Trustee(s) acknowledgment is not misused or attached to a different document. ❑ Other Indicate title or type of attached document,number of pages and date. •.• Indicate the capacity claimed by the signer.If the claimed capacity is a corporate officer,indicate the title(i.e.CEO,CFO,Secretary). • Securely attach this document to the signed document Safeco Insurance Company of America Safeco a POWER General Insurance Company of America Safeco Plaza OF ATTORNEY Seattle,WA 98185 KNOW ALL BY THESE PRESENTS: No. 9675 That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation,does each hereby appoint ***********RHONDA C.ABEL;JERI APODACA;LINDA ENRIGHT;JANE KEPNER;NANETTE MARIELLA-MYERS;MIKE PARIZINO; RACHELLE RHEAULT;JAMES A.SCHALLER;Irvine,California***"*******"***************"*********************"************* its true and lawful attomey(s)-in-fact,with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business,and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 11th day of July 2007 • ,141.pigt.n.4.;Jce(-)egfie/X-/ ° ' STEPHANIE DALEY-WATSON,SECRETARY TIM MIKOLAJEWSKI,SENIOR VICE-PRESIDENT,SURETY CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V,Section 13.-FIDELITY AND SURETY BONDS...the President,any Vice President,the Secretary,and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations,shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided,however,that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28,1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (I) The provisions of Article V,Section 13 of the By-Laws,and (ii) A copy of the power-of-attorney appointment,executed pursuant thereto,and (iii) Certifying that said power-of-attorney appointment is in MI force and effect, the signature of the certifying officer may be by facsimile,and the seal of the Company may be a facsimile thereof." I,Stephanie Daley-Watson ,Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA,do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations,and of a Power of Attorney issued pursuant thereto,are true and correct,and that both the By-Laws,the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of said corporation this OCT 0 12008 day of - • ��Ct1�o,�� ��E COMp,�`� • CORPORATE SEAL I SEAL Q�- -� °' 'WAS .WCor e STEPHANIE DALEY-WATSON,SECRETARY Safeco®and the Safeco logo are registered trademarks of Safeco Corporation. S-0974/DS 4/05 WEB PDF • • -4 {aSS AMA a«. 40.4 Ong err wr e ra Pat r.. w. Ina In I Ina