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HomeMy WebLinkAbout2011-107 (NOTE: BOUND AGREEMENT) RESOLUTION NO. ?OI1-I07 2 3 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT TO ELITE COMPANIES US, INC. FOR PAVEMENT REHABLlLTATION ON RIALTO AVE FROM LENA ROAD TO TIPPECANOE AVENUE (SS06-044), PER PROJECT PLAN NO. 12283B. 4 5 6 BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS: 7 8 SECTION 1. Elite Companies US, Inc., 15321 La Salle Lane, Huntington Beach, CA 9 92647, is the lowest responsible bidder for Pavement Rehabilitation on Rialto Avenue from 10 Lena Road to Tippecanoe Avenue (SS06-044), per Project Plan No. 122838. A contract is II awarded accordingly to said bidder in a total amount of $109,705.65, with a contingency 12 amount of $16,500.35, but such contract shall be effective only upon being fully executed by 13 both parties. All other bids, therefore, are hereby rej ected. The City Manager is hereby 14 authorized and directed to execute said contract on behalf of the City; a copy of the contract is i5 16 on file in the office ofthe City Clerk and incorporated herein by reference as fully as though set forth at length. 17 18 SECTION 2. This contract and any amendment or modifications thereto shall not take 19 effect or become operative until fully signed and executed by the parties and no party shall be 20 obligated hereunder until the time of such full execution. No oral agreements, amendments, 21 modifications or waivers are intended or authorized and shall not be implied from any act or 22 course of conduct of any party. 23 SECTION 3. The authorization to execute this resolution is rescinded if the parties to 24 the contract fail to execute it within sixty (60) days of passage ofthis resolution. 25 /1/ " 2011-107 2 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT TO ELITE COMPANIES US, INC. FOR PAVEMENT REHABLILTATION ON RIALTO AVE FROM LENA ROAD TO TIPPECANOE AVENUE (SS06-044), PER PROJECT PLAN NO. I2283B. 3 4 I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor and joint Common Council of the City of San Bernardino at a regular meeting thereof, held on the 5 6 16th day of May ,2011, by the following vote, to wit: 7 Council Members: 8 MARQUEZ 9 VACANT 10 BRINKER \I SHORETT 12 KELLEY 13 JOHNSON 14 MC CAMMACK 15 AYES NAYS ABSTAIN ABSENT x x x x x x 16 f2~ k. ~ - City Clerk 1".t. The foregoing resolution is hereby approved this _(1 day of May ,2011. 17 18 19 ~rri~or . y of San Bernardino 20 21 22 Approved as to Form: 23 24 25 OR/6/NWL COGNCIL MEETING 5-16-11 ITEM #15 FILE NO. 1.7767B RESOLUTION 2011-107 ACCTNO. 245-160-5504-7767-0025 CITY OF SAN BERNARDINO STATE OF CALIFORNIA ' BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS NO. 12283 B t FOR PAVEMENT REHABILITATION RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE ( SW 08-005) l No 54931(n j } ExP• �~ J}'f�VIL 1 DEPARTMENT OF PUBLIC WORKS CITY OF SAN BERNARDINO OCTOBER 2010 t BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. ON MARCH 29 2011 `�4 A' FILE NO. 1.7767B ACCT NO. 245-160-5504-7767-0025 1 ' CITY OF SAN BERNARDINO ' STATE OF CALIFORNIA BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS NO. 12283 B ' FOR I ' PAVEMENT REHABILITATION RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE ( SW 08-005) ' 4931w- 'p.E -so- IV O 1 _ 1 DEPARTMENT OF PUBLIC WORKS CITY OF SAN BERNARDINO OCTOBER 2010 BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. ON MARCH 29 12011 1 ' 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 ' DRAWING NO. 12283 B - SHEETS 1 -3 i ' PAVEMENT REHABILITATION RIALTO AVENUE,LENA ROAD TO TIPPECANOE AVENUE (SW 08-005) Contents for Bid and Contract Documents.doc CITY OF SAN BERNARDINO II TABLE OF CONTENTS ' PART I ADMINISTRATION NOTICE INVITING SEALED BIDS BID DOCUMENTS BID FORM B-I 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-11 ' SECTION 4 - CONSTRUCTION SCHEDULE&COMMENCEMENT OF WORK,TIME OF COMPLETION&LIQUIDATED DAMAGES SP-13 SECTION 5 - LEGAL REQUIREMENTS SP-15 SECTION 6 - GENERAL SP-22 SECTION 7 - UTILITIES SP-33 SECTION 8 - DESCRIPTION OF WORK SP-38 SECTION 9 - TRAFFIC CONTROL SP41 SECTION 10 - MOBILIZATION SP-45 SECTION 11 THROUGH SECTION 13 BLANK SP-47 SECTION 14 - ASPHALT CONCRETE SP48 SECTION 15 - BLANK SP-50 SECTION 16 PORTLAND CEMENT CONCRETE SP-51 SECTION 17 - COLD MILLING SP-54 SECTION 18 THROUGH SECTION 19 BLANK SP-56 SECTION 20 - THERMOPLASTIC TRAFFIC STRIPING, PAVEMENT MARKING AND RAISED PAVEMENT MARKERS SP-57 SECTION 21 THROUGH SECTION 24 BLANK SP-59 1 SECTION 25A - ADJUSTMENT OF WATER FACILITIES SP-60 SECTION 26 THROUGH SECTION 45 BLANK SP-63 1 SECTION 46 - ADJUST MANHOLE FRAMES AND COVERS TO GRADE SP-64 SECTION 47 THROUGH SECTION 49 BLANK SP-65 SECTION 50 - REMOVAL&RESTORATION OF EXISTING IMPROVEMENTS 1 EXCEPT STREET PAVEMENT SP-66 ' APPENDIX 1 SOILS REPORT 1 STATE OF CALIFORNIA, DEPARTMENT OF INDUSTRIAL RELATIONS APPRENTICESHIP PROGRAM FOR PUBLIC WORKS CONSTRUCTION 1 STANDARD DRAWINGS CALTRANS STANDARD PLANS 1 CALIFORNIA MUTCD STANDARDS PROJECT LOCATION SURVEY DOCUMENTS 1 CONTRACT AGREEMENT 1 1 1 1 1 1 1 E PART I ADMINISTRATION I � �� l Engineer's Estimate(Range Only):$125.000 to$150,000 NOTICE INVITING SEALED BIDS CITY OF SAN BERNARDINO Owner NOTICE IS HEREBY GIVEN that the City of San Bernardino (CITY)will receive bids for: PAVEMENT REHABILITATION RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE ' ( SW 08-005) in accordance with Special Provision No. 12283 B in file in the Office of the City Engineer, Department of Public Works, Third Floor, San Bernardino City Hall. Plans and Specifications may be obtained from the City Engineer's Office, Third floor, City Hall, 300 N. "D" Street, San Bernardino, CA 92418, upon a non-refundable payment of 1$ 5.00 for each *. set if picked up in person. Upon request, the Plans and Special Provisions may be mailed for an additional charge of$10.00 per set. Electronic copy of the above documents are available upon request by contacting the City Engineer's Office and by providing a firm name, physical address, contact person, phone number and fax number for inclusion on the CITY's List of Plan Holders. It shall be the responsibility of those receiving electronic versions of the Plans and Special Provisions to provide the above listed information and confirmation of receipt of any issued addendum to the City Engineer's Office a minimum of one (1) business day prior to the scheduled day of the Bid Opening. Only those listed on the CITY's "LIST OF PLAN HOLDERS" and providing confirmation of any issued Laddendum shall be eligible to submit bids for this project. 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, March 29, 2011, 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. ' No bid will be received unless it is made on a bid form famished 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 extended and inserted in the spaces provided. The Contractor shall possess a Class "A" License or Appropriate Specialty License(s) at the i 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 P. 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 , March 15, 2011, at 2:00 p.m., in the office of the City Engineer, Public Works Department, Third Floor, City Hall, 300 North "D" Street, San Bernardino, California. 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. r 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 p„ Transportation DBE website at hitp✓/www.dotcagov/hq/bepli*ndex. r Ir 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 r 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 s jurisdiction of said Mayor and Common Council. y 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 I http.11 www.dir.ca.gov/dirdatabases.himl. 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. This project is subject to requirements for the employment of apprentices registered with the California Department of Industrial Relations, Division of Apprenticeship Standards. Additional information can be obtained at http://www.dir.ca.gov/DAS/PublicWorksFonns.htm. 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. L 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. +r w. Y n 1 Specific questions regarding this project should be submitted in writing to the City Engineer's Office as follows: City Engineer's Office Third Floor I San Bernardino City Hall 300 North"D" Street San Bernardino, CA 92418-0001 SUBJECT:PAVEMENT REHABILITATION, RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE(SW 08-005) PLANS & SPECIAL PROVISIONS NO. 12283 B Attention: Mirela Grigorescu Tel: (909) 384-5202; Fax: (909) 384-5190 E-mail: grigorescu_mi @sbcity.org Inquiries or questions based on alleged patent ambiguity of the Plans or the Special Provisions must be communicated as a bidder inquiry prior to the bid opening. Any such inquiries or questions, submitted after the bid opening, will not be treated as a bid protest. Written responses will only be provided to written questions. No written response will be provided to verbal questions. t CITY OF SAN BERNARDINO RACHEL G. CLARK City Cl°er�k`�� \� 1 • �pz!�i�au��7 U C�-rr�� W NOTICE TO ADVERTISE: SPECIFICATION NO. 12283 B SHALL APPEAR IN FIRST ISSUE NOT LATER THAN DATE: 3/01/11 and 3/07/11 (FIVE DAYS BETWEEN FIRST & SECOND PUBLICATION) SIGNATURE: DATE: ! t BID DOCUMENTS 1 ! 1_ ! 1 ! 1 1 ! ! I 1 r ' 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 rhas 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 RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE ( SW 08-005) in strict conformity with Plans and Special Provisions No. 12283 B ' of the Department of Public Works, City of San Bernardino and also in accordance with Standard Specifications for Public r Works Construction, 2009 Edition. The 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 r 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: r r t r B-t BID SCHEDULE PLAN NO. 12283 B PAVEMENT REHABILITATION RIALTO AVENUE, LENA ROAD TO TIPPECANOE AVENUE (SW 08-005) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL —. NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 1. I LS MOBILIZATION, at the Lump Sum price of F Yb 'Mo ,aA.JA F N6 ' uumts%-Et. Dollars & Cents LS $ 5r500 ' 2. 1 LS TRAFFIC CONTROL, at the Lump Sum price Of Top THOuSAh% F14E k4uatxasa Dollars ' & Cents LS $ 2,5MC-) 3. 700 SF PCC CURB RAMP,per SPPWC Std.Plan 111-4 ' at 1=oMM_ Dollars & ;=%T_" Cents per SQ.FT. $ 4.6D/SF $ 3L>� ' 4. 63 SF PCC SIDEWALK, per CITY Std.Plan 202, at fjpLLR Dollars & F.Ff- Cents per SQ.FT. $_q_'R/SF $ ZZ •50 ' 5. 71 LF PCC CURB & GUTTER,Modified,Including Removal of Existing, per CITY Std. Plan 200, � , rWA;,2q�u Type"B", at T'4i !f -r WO O Dollars 7o 2-321. 70 ' & Sav6drY Cents per LIN.FT. $ - l LF S —aa,2,5�F 2 ' 6. 102 LF PCC RETAINING CURB,per SPP WC Std.Plan 111-4, at F,croaw ' Dollars & Cents per LIN.FT. $_ L-S /LF $ l�30 ' 7. t0,250 SY COLD MILLING, at Otj6 Dollars &fmq Cents per SQ.YD. $ 1-0 /sY $ 14,3 S_� ' B-2 BID SCHEDULE PLAN NO. 12283 B PAVEMENT REHABILITATION RIALTO AVENUE, LENA ROAD TO TIPPECANOE AVENUE (SW 0I1d105) ' ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT IT PRIC TOTAL ' NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS jp S IN FIGURES a. 865 TN ASPHALT CONCRETE PAVEMENT ' OVERLAY, Including 2' FEATHER,at_ F—A%4r2 TNR.F}- Dollars &Four? WING Cents per TON $ T5.491 TN $ 12 1 218. 85 ' 9. 14 EA ADJUST Existing WATER VALVE ENCLOSURE To Grade,at o 16. F)e1mb1 ccD Ryr`( Dollars & Cents per EACH $ (5 0 /EA S 21 Oo 10. 400 LF THERMOPLASTIC TRAFFIC STRIPING 4"W YELLOW SINGLE SOLID LANE LINE ' per CALTRANS Std. Plan A20A,at Dollars & Sra-r_•_ rlk*t-T Cents per LIN.FT. $-.L6&6B /LF S z"72 ' Il. 1,205 LF THERMOPLASTIC TRAFFIC STRIPING 4"W YELLOW LANE LINE with R P M per ' CALTRANS Std.Plan A20A, Detail 2, at_ Dollars & Fotvr•1 TNSU Cents per LIN.FT. $--.N*Z /LF $ 506. 10 12. 660 LF THERMOPLASTIC TRAFFIC STRIPING 4"W DOUBLE YELLOW CENTERLINE ' with RPM (2-Way No Passing), per CALTRANS Std. Plan A20A, Detail 22, at OWF Dollars t & r':Kly BIfih= Cents per LIN.FT. $ 1•$6!LF $ (OyZ •$0 13. 4,260 LF THERMOPLASTIC TRAFFIC STRIPING ' 4"W WHITE RIGHT EDGE LINE, per CALTRANS Std. Plan A20B, Detail 27B, at Dollars ' & KcYir•l r O Cents per LIN.FT. $ •y2-,LF $ I?$Q • z0 ' B-3 BID SCHEDULE tPLAN NO. 12283 B PAVEMENT REHABILITATION RIALTO AVENUE, LENA ROAD TO TIPPECANOE AVENUE (SW 08-005) ' ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES ' 14. 209 LF THERMOPLASTIC TRAFFIC STRIPING 4"W WHITE DIAGONAL LINE, spaced per ' the PLAN, at OW6 Dollars & w c Cents per LIN.FT. $1.05' /LF $ 219. 4S ' 15. 160 LF THERMOPLASTIC TRAFFIC STRIPING 8"W WHITE CHANNELIZING LINE with ' RPM, per CALTRANS Std. Plan A20D Detail 38, at DNE !,)PyA rN Dollars & 'Five Cents per LIN.FT. $J 0 S/LF $ l(o$ t16. 4 EA THERMOPLASTIC TRAFFIC PAVEMENT MARKING, WHITE ARROW, TYPE IV ' (L/R), per CALTRANS Std. Plan A24A, at Dollars ' & Cents per EACH S 1 /EA s 312 17. 4 EA THERMOPLASTIC TRAFFIC PAVEMENT ' MARKING, WHITE, WORD — "STOP", per CALTRANS Std. Plan A24D, at Dollars & Cents per EACH $_9/EA s 336 1 I8. I EA THERMOPLASTIC TRAFFIC PAVEMENT MARKING, WHITE, WORD—"AHEAD", pei "LL CALTRANS Std. Plan A24D, at I)61E Dollars � 0� /,0`✓ & W c Cents per EACH $jh-5'I EA $_, ' 19. 50 LF THERMOPLASTIC TRAFFIC STRIPING I2"W WHITE LIMIT LINE, per CALTRANS ' Std.Plan A24E, at :M Dollars & Cents per LIN.Fr. $ 2'(O /LF $ 105' ' B-4 BID SCHEDULE ' PLAN NO. 12283 B ' PAVEMENT REHABILITATION RIALTO AVENUE, LENA ROAD TO TIPPECANOE AVENUE (SW 08-005) ' ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL >Q QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS M FIGURES IN FIGURES ' 20. 1 LS NPDES REQUIREMENTS for SWPPP, per SECTION 6-1.03, at the Lump Sum price of Dollars & Cents LS $ �� ' 21. 1 LS SURVEYING SERVICE,per SECTION 6-1.10 Including Protection of Lateral Markers, at the Lump Sum price of FIVE hFUNDQGD Dollars & Cents LS S-6-00 TOTAL BID $ 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. ' Any situation not specifically provided for will be determined in the discretion of the City of San Bernardino (CITY), and that discretion will be exercised in the manner deemed by the CITY to best ' protect the public interest in the prompt and economical completion of the work. The decision of the CITY respecting the amount of a bid,or the existence or treatment of an irregularity in a bid, shall be final. BIDDER declares that this Bid is based upon careful examination of the work site, Bid and Contract Documents. B-5 1 �. BIDDER'S INFORMATION AND SIGNATURE: r 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 20 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 i 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.: 939 0 8r( CLASSIFICATION:_ DATE:)0 1,31111_ • FIRMNAME: FATE (,QMPAUIFcS )A(,, tTNC W BUSINESS ADDRESS: 153-24 L 4 SALLE LAWS; Otwiw6nhl P-,F" r[A 927647 se i BUSINESS PHONE: "IN 7lb'(e(gb FAX: R1y Qo8 -0337CELL: r 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: CDR RD(ly}TIOP/ Is Bidder currently acertified DBE? Yes V No ❑ Legal Status of Firm W NAME(S) ADDRESS fES) :zE--$mmi4bEZ Gc, IS32t L± SALLC LAniE t. i. • r SIGNATURE OF BIDDER: Dated: 2 s 20 U BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS: w ' ADDENDUM NO. 1 DATE: ADDENDUM NO.2 DATE: ADDENDUM NO,3 DATE: ' ADDENDUM NO.4 DATE: C-1 y w 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 IF working days after the time of the bid opening and send copies of the notice to the subcontractors • involved. �i The bidder shall provide the actual dollar "Sub-Contract Amount" as submitted by each listed sub-contractor, keeping in mind that the prime contractor for this project is required to provide or perform, with his own organization, contract work amounting to at least 50% of the total contract bid price. Material required for any of the contract work of this project that is purchased directly by the prime contractor is considered as included in the prime contractor's in 50% requirement. If material purchased directly by the prime contractor is to be used by a listed sub-contractor in performing contract work, the dollar amount of such purchased material should em not be included in the dollar amount listed for said sub-contractor. r • 1 1 •1 ' C-2 d.A'16 C�tA?AgIsf;, 0 ,lw- BIDDER'S FIRM NAME DESIGNATION OF SUB- CONTRACTORS PLANS & SPECIAL PROVISIONS NO. 12283 B In compliance with the provisions of Section 41004114 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. fKC-.['I S/oN Go�� 7�CANE Oap PL %)IA!2 909 H9b-oo/o $ 13To � z. SG Pa�IEMFa+T 5-rt�Pi rl h # 9pi 5yb-102x7 $ 41ozs r L. 3. $ V •� 4. iko $ W 5. w $ IF $ IF ADDITIONAL SPACE IS REQUIRED,PLEASE DUPLICATE THIS SHEET DO NOT WRITE ON THE BACK r C-3 ' 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: ELITE OM V AN 1�S US i TNC- BY: —TDE F4epwpwbEz ' TITLE: �t DATE: �II C-4 (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.) t NON-COLLUSION AFFIDAVIT ' To the Department of Public Works,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. ELITE CpMCNIF,s 11s t =NC- Firm Name Signature of Bidder Tr rP�y 1fE ?n/san/[1cZ - CJ---CD Printed Name and Title 01 /3, ca - 9 2s'e-7 Address Place of Residence Subscribed and sworn to ;'affirmed)before me this 2 day of /tit A AZ H 120J the above roved to me the basis of satisfactory evidence to be the person who appeared before me. ' Signed Notary Public in and for the County of (Zr(X/�SSWc° I/r' etz Sr26 State of California. _ a.CASTfim 01 —� Commission#1645361 20I 3 < ° Notary Public-California i My Commission expires on � t f _ ' San Bernardino County ' Year My Comm.Expires Apr 19,2013 C-5 FORM OF BID BOND ' KNOW ALL MEN BY THESE PRESENTS, that we,the undersigned, ELITE COMPANI S US, NC. tas Principal,and AECtsseclmlrvmsvRANCECOMPANV as Surety, are hereby and ' firmly bound unto the CiN of San Bernardino , State of California, hereinafter referred to as°Obligee"in the penal sum of ten percent f0 . of the total amount of the bid of the Principal submitted to the Obligee for the work described below, for the payment of which sum we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors and assigns. ' THE CONDITION OF THIS OBLIGATION IS SUCH, THAT: WHEREAS, the Principal has submitted to Obligee,a certain Bid, attached hereto and hereby made a part hereof to enter ' into a conhict in writing,for the PROBiCT NO SW 08-004 BID PACKAGE ITEM NO 12263 B'PAVEMEM REHABR ITATION RIALTO AVENUE,LENA ROAD TO TIPPECANOE AVENUE ' (Copy kere rice exact Nile dexeriplloa of work izmludirrg location,as it appears on the 13id aced Contract Document) ' for which bids are to be opened on MARCH 29,2011 (imerf 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,for value received,hereby stipulates and agrees that the obligations of said Surety and its 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. Signed, this 23 day of MARCH 20 11 IN WITNESS WHEREOF, the Principal and the Surety have hercunto set their hands and seats, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their Y(SEAL),the day and year first mentioned. ELITE COMPANIES US,INC. (SEAL) AEGIS SECURI S CECOMP Principal By: By. Si Ire Srgna/kTL J05 F2 — C6--C> GT.MULLICKATT Y- -FACT Printed Name and Title Primed Name dm0 Title NOTE:Notarization of Principal and Surety signatures and Power of Attorney of the Surety shall accompany this form. ® C-h - --- -- ACKNOWLEDGMENT State of California County of Orange ) LOn March 23, 2011 before me, Peter Austin Neff,Notary Public (insert name and title of the officer) tpersonally appeared Yune T.Mullick who proved to me on the basis of satisfactory evidence to be the person(s)whose name(*) is/AMC subscribed to the within instrument and acknowledged to me that he/skue#m executed the same in hiskPsd aek authorized capacity(, and that by his/hei t odi 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. ' WP,ETER AUSTINNEFF WITNESS my hand and official seal. M.01799389 .'�NGE N FAMes Signature (Seal) 1 t BOND NUMBER BID !A AEGIS SECURITY INSURANCE COMPANY 6, POWER OF ATTORNEY W KNOW ALL MEN BY THESE PRESENTS,THAT AEGIS SECURITY INSURANCE COMPANY does hereby make,constitute and NO appoint: YUNG T. MULLICK its true and lawful Attomey-in-Fact,to make,execute and deliver on its behalf surety bonds,undertaking and other instruments of similar nature as follows: $2.5 Million This Power of Attorney is granted and sealed under and by the authority of the following Resolution adopted by the Board of Directors of the Company on the 4th day of February 1993. an "Resolved,That the President,any Vice President,the Secretary and any Assistant Secretary appointed for that purpose by the officer in charge of surety operations shall each have authority to appoint individuals as Attomey-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 an 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 facsimile thereof may by imposed or fixed or in any other mamter reproduced;provided,however,that the seal shall not be necessary to the validity of any such instrument or .,. undertaking." "Resolved,That the signature of each of the following officers;President,Vice President,any Assistant Vice President,any Secretary or Assistant Secretary and the seal of the Company may be affixed by facsimile many Power of Attorney or to any Certificate relating thereto, ' appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for the purpose only of executing and attesting bonds and undertaking and other writings upon the Company and any such power required and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or undertaking to which it is attached.@ ' IN WITNESS WHEREOF,AEGIS SECURITY INSURANCE COMPANY has caused its official seal to be hereunto affixed,and these presents to be signed by its President this 30th day of January,2008. AEGIS SECURITY INSURANCE COMPANY ' BY P{tNSUq�ryc DARLEEN J.FRITZ W �roaar n ' 1977 0 President J� �nusnvWv+D Commonwealth of Pennsylvania } `u3y F� }s.s.:Harrisburg ' County of Dauphin } On this 30th day of January,2008,before me personally came Darlcen J.Fritz to me known,who being by me duly sworn,did depose and say that she is President of AEGIS SECURITY INSURANCE COMPANY,the corporation described herein and which executed the above instrument;that she knows the seal of the said corporation,that the seal affixed to the said instrument is such corporate seal;that it was so affixed by order of the Board of Directors of said corporation and that she signed her name thereto by like order. a"�O- G`A VO REBECCA Lll)DICK * � F+ Notary Public y� nq My Commission Expires July 25,2013 'tRr P I,the undersigned,Assistant Secretary of AEGIS SECURITY INSURANCE COMPANY,a Pennsylvania corporation,DO HEREBY CERTIFY that the foregoing and attached Power of Attorney remains in full force and has not been revoked:and furthermore that the Resolution of the Board of Directors,set forth in the said Power of Attorney,is now in force. Signed and sealed at the City of Harrisburg,in the Commonwealth of Pennsylvania,dated this 23 day of March 2011 DEBORAH A.GOOD 1977 0 Secretary 1 1 i PART II 1 SPECIAL PROVISIONS 1 i ' 1 1 ! 1 i ! 1 i 1 1 1 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, 2009 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. iBoard - The Mayor and Common Council ' for the City of San Bernardino. City Engineer - The City Engineer for the City of San Bernardino. Laboratory - The laboratory to be designated by 1 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 Office of the City Engineer, Public Works Department, located on the P floor of City Hall for the City of San Bernardino, 300 N. "D" Street, San Bernardino. SP-1 The mailing address for the City of San Bernardino's Public Works Department is: ' City of San Bernardino Public Works Department 300 North"D" Street, Yd Floor ' San Bernardino, CA 92418-0001 Resident Eneineer - The Resident Engineer is the City of San Bernardino's Eneineer 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 terns 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 Public Works Standards, Incorporated, a mutual benefit corporation comprised of five members representing the American Public Works Association, and four members from the Associated General Contractors of California, the Engineering Contractors Association, the Southern _ California Contractors Association, and BNi Publications, Incorporated. it 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 1 1 References in the Special Provisions to"CALTRANS Standard Specifications" shall mean the Standard Specifications (MAY, 2006) of the State of California, Department of Transportation. 1 References in the Special Provisions to Standard Plans shall mean the Standard Plans for 1 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. 1 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 1 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 1 Procedures unless directed otherwise by these Special Provisions or as directed by the Engineer. 1 The plans and specifications of this project shall conform to the requirements of the City of San Bernardino Municipal Code and Public Works Construction Policies, the latest editions of 1 the Standard Specifications for Public Works Construction (green book), the American Concrete Institute (ACI), the current California Building Code, the current California Plumbing Code, ' Caltrans Standard Specifications, and these Special Provisions. Wherever reference it made to any of the standards mentioned above, the reference shall 1 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 1-1.04 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 1-1.05 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 by 5:00 p.m. of the 5 h working day 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. ! ! ! ! ! ! ! I ! SP-4 t 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 be considered as not fully executing the contract. 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 liquidated damages and not 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 I 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. 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 (CUCP) DBE Directory and can be obtained by accessing the directory on the California Department of Transportation DBE website at ' httpJhvww.dot.ca.gov/hq/bep/find certified.htm SP-6 1 ' ' (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. (7) The bidder requested assistance from organizations that provide assistance in the I recruitment and placement of MBEs, WBEs and other business enterprises not less than fifteen days* prior to the submission of bids. t (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. iIn 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. .. SP-7 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 Department, upon request, by 4:30 p.m. on the fourth working day following the day of the bid opening. *In the of 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. 2-1.05 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS -- Each bid shall have listed therein the name and address of each subcontractor to whom the bidder proposes to subcontract portions of the work in the amount of 1/2 of one percent of his total bid or $10,000.00, whichever is greater, in accordance with the Subletting and Subcontracting Fair Practices Act, commencing with Section 4100 of the Public Contract Code. The bidder's attention is invited to other provisions of said Act related to the imposition of penalties for a failure to observe its provisions by using unauthorized subcontractors or by making unauthorized ` substitutions. A sheet for listing the subcontractors, as required herein, is included in the Bid IDocuments, in Part I of these Special Provisions. 2-1.06 REQUIRED EXAMINATION OF ALL CONTRACT DOCUMENTS A. Before submitting a Bid, each Bidder shall thoroughly examine and be familiar with the Specifications, Plans, addenda, and all 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 the 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-8 1 2-1.07 REQUIRED INSPECTION OF THE SITE -- A. Bidders are required to inspect the site of the proposed 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 proposed 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. IC. 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: i 1. The site of the proposed 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 proposed 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 Iother Contract Documents. I 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-9 ' 2-1.08 DESIGN ENGINEER MAY NOT BID ON CONSTRUCTION CONTRACT -- No engineering or architectural firm which has provided design services for a project shall be eligible to bid on the contract to construct the project. The ineligible to bid include the prime contractor for design, subcontractors of portions of the design, and affiliates of either. An affiliate is a firm which is subject to the control of the same persons, through joint 1 ownership or otherwise. l 2-1.09 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. ' 2-1.10 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. I I 1 SP-10 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 I 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 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 I 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 Special Provisions-Instructions to Bidders, the Plans, the Standard Specifications, the Notice Inviting Sealed Bids and Addenda, together with any attachments. The Bidder to whom the contract is awarded shall be notified upon approval of the contract by the Mayor and Common Council. The Bid Form, the Special ' Provisions-Instructions to Bidders, the Plans, the Standard Specifications, the Notice Inviting Sealed Bids and 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. I 3-1.03 CONTRACT BONDS -- The Payment and Faithful Performance Bonds shall be filed with the Engineer before the Notice to Proceed 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. _ The Contractor shall provide to the CITY three (3) original "wet" copies of Payment and Performance Bonds equal to 100% of the award amount of the contract. SP-11 i 1 3-1.04 DISOUALIFICATION 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 1 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. 1 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 1 control and detour plans or escrowed bid documents, where applicable, will delay the issue of the Notice to Proceed, and such delay will subject the bidder to a negative determination of the bidder's responsibility should the bidder choose to participate in future public works bid offerings. 1 1 1 1 1 1 1 1 1 1 1 SP-12 ' 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. 1 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 the notification of award, inform the Construction/Survey Manager 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 shall not be issued until all required documents have been submitted and approved by the CITY. The Contractor shall immediately notify and obtain the approval of the Construction/Survey Manager, prior to the I Pre-Construction Meeting, should special circumstances or conditions exist that might prohibit the Contractor from providing all required documentation and commencing work as scheduled within 10 working days of the Pre-Construction meeting. Required documentation shall include the Contractor's applicable NPDES plan (for required submittal time refer to Section 6-1.03 of these Special Provisions), the proposed Construction Schedule, Traffic Control Plan and Traffic Detour Plan (as required). 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. 4-1.04 WORKING DAYS -- The Contractor shall diligently prosecute the work to completion before the expiration of 20 WORKING DAYS from the date of the"NOTICE TO PROCEED". SP-13 ' 4-1.05 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. 4-1.06 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. 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. ' 4-1.07 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 serseded 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. 4-1.08 INSPECTION -- The Contractor is responsible to notify the Public Works Department Inspection 48 hours prior to the 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. SP-14 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 5-1.07, "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 to 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-15 1 ' 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 wages shall comply with current rates and all updates in effect on the date of the first advertisement by the City Clerk of the "Notice Inviting Sealed Bids". ' 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. n v SP-16 ' (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 EMPLOYMENT OF APPRENTICES -- This project is subject to the State ' of California Division of Apprenticeship Standards (DAS) requirements for the employment of apprentices. The Contractor's attention is directed to the provisions in the following section of the California Labor Code concerning employment of apprentices on public works projects: 1 1773.3 An awarding agency whose public works contract falls within the jurisdiction of Section 1777.5 shall, within five days of the award, send a copy of the award to the Division of Apprenticeship Standards. When specifically requested by a local joint apprenticeship committee, the division shall notify the local joint apprenticeship committee regarding all such awards applicable to the joint apprenticeship committee making the request. Additional information regarding the Contractor's options for the employment of apprentices registered with the California Department of Industrial Relations, DAS can be obtained at http.11 www.dir.cagov/DAS/PublicWorksForms.htm. ! 5-1.07 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 1P 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. t SP-17 1 The Contractor shall not encroach on private property adjacent to this project in any phase iof 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. 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. i 5-1.08 DIFFERING SITE CONDITIONS -- During the progress of the work, if subsurface or latent physical conditions are encountered at the site differing materially from those indicated in the contract or if unknown physical conditions of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in the work provided for in the contract, are encountered at the site, the party discovering such conditions shall promptly notify the other party in writing of the specific differing conditions before they are disturbed and before the affected work is performed. Upon written notification, the Engineer will investigate the conditions, and if the Engineer _ determines that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any work under the contract, an adjustment, excluding loss ` of anticipated profits, will be made and the contract modified in writing accordingly. The Engineer will notify the Contractor of his determination whether or not an adjustment of the r contract is warranted. SP-18 No conflict adjustment which results in a benefit to the Contractor will be allowed unless the Contractor has provided the required written notice. No contract adjustment will be allowed under the provisions specified in this section for any effects caused on unchanged work. Any contract adjustment warranted due to differing site conditions will be made in accordance with the provisions in Section 34, "Changed Conditions", of the Standard Specifications. 5-1.09 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. 5-1.10 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. r R SP-19 ACORD FORM INSURANCE SAMPLE: ACCORD CERTIFICATE OF INSURANCE DATE(MM 00 100 DD) (oo 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 ' YOUR COMPANY NAME COMPANY AND ADDRESS C CHUBB GROUP—FEDERAL INSURANCE COMPANY D ' COVERAGES TNI315 TO CE0.31FY IIIAT THE POLICIES OF INSURANCE Il3TED BELOW HAVE BEEN ISSUED TO THE D13URFD NAMED ABOVE FOR THE POLICY PERIOD M01[ATPD NO'f WIH6TANORq ANYREQNREMENF.TERM,OR CONOIIION OF ANY CONTRACT 00.01}@0.WCUMENF WRH RPSPECT TO WIBCH THIS CFAIIFICAiE MAY BE ISSUED OR MAY PBRTAOI.lHE INSURANCE AFFOROPD BYTHGPoMCIES OESCRBIED HEREIN IS SUBIECI'TO ALL'IHBTERM3,E%CLUSIONS ANO CONOITIONSOP SUCH POMCIE3.LIMFIS SHOWN MAY HAVEBEEN REDUCED BY PND C AD B. CO TYP�S:�-CE POLICY POuCYEFFECTIVE POLICY E%PBl LIMITS LTR NUABm DAIE(AD.WY,DD) DAM(SBA IDD) GE EACH OCCURRENCE sLmO O ' x GENLIARLLRY FMDAMAGE(ANY RRE) A 3 SM" OC CU0. MED E%P ANY ONE PEROO S SOW x NTRACFOR'SMOT 1O 7576 0T9198 OW199 PERSONAL&ADV D11lIRY 51000000 ' GENERAL MGATE $2,M000 PRODUCISCOWMPAGG $2,=.= AUIOMOBB.BLIABBDY COBID DSMGLELIMN 51000000 x AUTO RODR.YMRRY Penn f B ALL OWNED ADIOS BODILY WIMY m $ BAP 5197135 OY019S OW199 SCHEDULED AUTOS TY DAMAGE 'Sent f HIND AN'08 NON`D N AiJIM GARAGE uABB.HY f ONLY-EACH ACCD)ENT oWalhan auto Doty'. ANY AUTO EACH S ACCD)ENi oW.IMn.Na oNy: S AGGREGATE WORI�RS COAflENSATION AND x SVORxE EMPLOYER'S uABRSTY STA'BffORY ORY LB.ffF3 C EL.EACHACCID N f1,000,000 I 079199 HIE PROPRBIEIOR/ DN;L EL.DISEASE-EAEANLOYEE 31,000,000 PARTNERSIBKP.CII'1'IV fl ppp,Bpp EOFFICEPS ExCL EL.DISEASE-P01lCYLDD'1' OTHER OFSCR JOB LOCATION: ALL CT ALIFOR N IA OPERATIONS OF THE NAMED INSURED RE: (INSERTPROJECT NAME) BELOW NAMES AS ADDITIONAL INSURED WITH RESPECT TO GENERAL LIABILITY AS REQUIRED BY PROJECT CONTRACT CERTIFICATE HOLDER CANCELLATION FIMIIILp ANT TID?ABDVC DF.801®m 1VJMd BB CANCEW.ED BFHYIE 1NE B%PBUTIWI DATfi TIffAFC4. THE CITY OF SAN BERNARDINO TIm153ueB+BmAVAercwBLMAa�RO"vs wxmBHNmxB'ro'IS��TmcAn xoLDPRNAMESTDTNE DEPARTMENT OF PUBLIC WORKS 300 N. "D" STREET, 3m FLOOR AUPPwRREDREPRPSFTBATIYE SAN BERNARDINO,CA 92418-0001 )OHN I-SMITH (54w.m ) ACCORD25-S 195 OACCORDCORPORATION f SP-20 1 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 ' DEPARTMENT OF PUBLIC WORKS 300 NORTH"D" STREET,3RU 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 11) 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 BYAUTHORIZED REPRESENTATIVE FOR PROVIDER SUPPLY POWEROFATTORNEYG IVINGAUTHORITYTOBIND CG 20 10 11 85 Authorized Representative for CNA Insurance Group Golden Eagle Insurance Company SP-21 SECTION 6 6-1 GENERAL 6-1.01 INCREASED OR DECREASED QUANTITIES -- If the total pay quantity jof any item of work subject to the provisions in Section 3-2.2, "Contract Unit Prices", 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, "General", of the Standard Specifications 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 r 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. r SP-22 1 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) throughout the entire project. The Contractor, without limitation, shall be responsible for providing and implementing 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, for preventing any contaminants, including soil, from entering any drainage system. The Contractor shall be responsible for having sufficient materials on hand and being prepared to provide erosion and sediment controls capable of preventing erosion from being washed into the storm drain system. The Contractor shall be responsible for maintaining equipment so that oil, grease, gasoline, diesel fuel, et al., do 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. I 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 SWPPP. 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-23 IThe Contractor shall have a minimum of two (2) readily accessible copies of each publication on the project 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 L 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 L 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-24 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 t 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. bo 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. SP-25 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.govlhqlconstruclstormwaterlmanuals.htm. I 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 I stored on-site shall be completely covered with waterproof material and 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 manner 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. IThe 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. 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 BMP(s) or SWPPP 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 BMP(s) or SWPPP. ` SP-26 THE CONTRACTOR SHALL COMPLY WITH THESE REQUIREMENTS AND CITY ENGINEER'S DIRECTIONS DURING THE COURSE OF CONSTRUCTION. The Contractor shall provide to the CITY, prior to beginning construction, the name and telephone number(s) of the Contractor and/or the Contractor's NPDES representative, which can be reached and will respond to calls 24 hours/day for emergencies during construction activity. ` 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. Contractor shall obtain a City of San Bernardino Business Registration at his/her own expense. Prior to the commencement of work, the Contractor shall obtain a construction permit at no cost from the City of San Bernardino, Public Works Department, located at San Bernardino City Hall, 300 North "D" Street, P Floor, San Bernardino, California. 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. The Contractor shall obtain all required permits from all other City of San Bernardino ` Departments/divisions and/or agencies including, but not limited to the Community Development, Building and Safety Division, the Public Works Department, Street Division, any involved water agency, 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. r r r SP-27 i 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. 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: I 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 Thursday, 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 will coordinate inspections with the Public Works Inspector 48 hours prior to any work being done during evenings, Fridays or Saturdays. The Contractor shall coordinate with the Engineer regarding working hours prior to start of construction. Except for Fridays, in the event of either a requested or emergency deviation, s inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates, including benefits, overhead and travel time. SP-28 Designated legal Holidays are: January I",the third Monday in January,the third Mondy in February, the last Monday in May, July 4'h, the first Monday in September, November 11 , Thanksgiving Day and the Friday following, December 25'h 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. 6-1.07 PAYMENTS -- Attention is directed to Section 9-3, "Payment", 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: tWhen 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. iThe 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 Ithe requirements of A13939. 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. I SP-29 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 Isurvey notes and a Certificate Record of Survey. 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 1 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 1 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. 1 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. t SP-30 I " 6-1.12 PROJECT ERRORS OMISSIONS INCONSISTENCIES, AND/OR iDISCREPANCIES -- 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. 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 tbeginning 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. I 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 1 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. l r ` SP-31 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. 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 -- 1 A. The Contractor shall attend weekly progress meetings at the project site. I 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. t SP-32 SECTION 7 7-1 UTILITIES j 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 Engineering Section 300 North"D" Street, 5`h Floor San Bernardino, CA 92418 Phone: (909) 384-5092 Attn: Mike Nevarez SP-33 10. SPRINT COMMUNICATIONS Attn: Outside Plant Engineering 282 South Sycamore Street Rialto, CA 92376 jPhone: (909) 874-7450 Attn: Lynn Durrett 11. MCI—Western Region OSP S Outside Plant Construction 157 S. Lilac Street Rialto, CA 92376 Phone: (909)421-5309 Attn: Chuck Trimble L 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: Scipio Ibarra 14. SAN BERNARDINO COUNTY INFORMATION SERVICES NETWORK SERVICES Attn: Randy Miller, Division Chief 670 E. Gilbert Street ISan Bernardino, CA 92415 Phone: (909) 388-5910 Attn: Michele Watson 15. OMNITRANS 1700 W. 5" Street San Bernardino, CA 92411 Phone: (909) 379-7153 Attn: Allen Wild—Stops& Station Changes SP-35 16. CITY OF SAN BERNARDINO INFORMATION TECHNOLOGY NETWORK GROUP 300 North"D" Street, 0 Floor San Bernardino, CA 92418 i Phone: (909) 384-5947 Attn: Larry Martin 17. CITY OF SAN BERNARDINO PUBLIC WORKS DEPARTMENT STREET DIVISION 234 S, Mt.View Avenue San Bernardino, CA 92408 Phone: (909) 384-5143 Attn: John Van Havermaat 18. CITY OF SAN BERNARDINO PUBLIC WORKS DEPARTMENT TRAFFIC SIGNALS & STREET LIGHTING 234 S. Mt. View, #110 San Bernardino, CA Phone: (909) 384-5129 Attn: Clemente Elizalde I 1 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. r� 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. r SP-36 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. 1 I SP-37 SECTION 8 8-1 DESCRIPTION OF WORK i 8-1.01 DESCRIPTION -- The work to be done consists, in general, of construction of portland cement concrete curb ramp, including adjacent sidewalk, retaining curb and curb and gutter; cold mill grinding of existing pavement; construction of asphalt concrete pavement overlay, including feathering; adjustment of manhole frames and covers and utility enclosures to new grade; application of thermoplastic traffic striping, raised pavement markers and pavement markings, relocating and replacing lateral location survey markers, and such other items or details, not mentioned above, that are required by the Plans, Standard Specifications, or these Special Provisions to 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 WORK SITE MAINTENANCE -- The Contractor shall comply with the provisions in Section 7-8, "Work Site Maintenance", 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. i SP-38 8-1.04 PROJECT LOCATIONS -- See separate bound Plans. 8-1.05 GEOTECHNICAL INVESTIGATION -- See the APPENDIX of these Special Provisions. 8-1.06 APPROVED MATERIALS -- Whenever the expression "or approved Iequal' 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) I working days prior to the bid opening. No requests for substitutions will be considered by telephone. t_ 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 requited by the Engineer. 8-1.07 CITY-FURNISHED MATERIALS -- CITY famished 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, r 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-39 8-1.08 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 if received by 5:00 p.m. of the 5'h working day prior to the day of the proposed bid opening. jIf there are any questions regarding this project, please contact: City Engineer's Office San Bernardino City Hall 300 North"D" Street, 3`d Floor San Bernardino, CA 92418 Re: PLANS & SPECIAL PROVISIONS NO. 12283B PAVEMENT REHABILITATION, RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE (SW 08-005) Attention: Mirela Grigorescu Tel: (909) 384-5202; Fax: (909) 384-5190 E-mail: grigorescu_mi @sbcity.org i 1 SP.-40 SECTION 9 9-1 TRAFFIC CONTROL 9-1.01 GENERAL -- The Contractor shall comply with Section 7-10, "Public Convenience and Safety", of the Standard Specifications for Public Works Construction, latest edition, and these Special Provisions. Warning signs, lights, cones, barricades and devices for use in performance of work upon highways shall conform to the most recent "California Manual on Uniform Traffic Control Devices". 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 plans shall be based on the most recent"California Manual on Uniform Traffic Control Devices". IAll 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, and 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 shall be properly lighted to the satisfaction of the Engineer. The Contractor shall take all necessary measures to maintain 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"California Manual on Uniform Traffic Control Devices". 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 Tbarriers,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-41 _ 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 e work shall be notified by the Contractor in writing at least seven (7) days prior to commencement j 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. The Contractor shall notify all local authorities of his intent to begin work, in writing, at least seven(7) days before work is begun. 9-1.02 TURN RESTRICTIONS -- The Contractor shall post appropriate signs restricting turns when directed to do so by the Engineer. r _ +" 9-1.03 PARKING RESTRICTIONS -- Unless otherwise provided herein, the Contractor may post temporary "NO PARKING" signs within the area of work as required to facilitate construction operations, subject to approval of the Engineer. Personal vehicles of the Contractor's employees shall not be parked on the traveled way at any time. 1 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. r The Contractor shall cooperate with local authorities relative to handling traffic through the area and 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. 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. t SP-42 9-1.05 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. Convenient access to abutting properties shall be maintained and remain open, unless approved by the Engineer. 9-1.06 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. 9-1.07 LANE CLOSURE -- The Contractor shall not close more than one (1) lane at a time. The Contractor shall submit traffic control plans and obtain written approval from the Traffic Engineer prior to lane closure. 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. 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 (unless otherwise approved by the Engineer) and the day preceding designated legal holidays; and when construction operations are not actively in progress on working days. The Contractor shall furnish, install, and upon completion of the work, remove all signs and warning devices required for directing, protecting, and detouring the public during construction. Emergency vehicles shall be permitted access at all times to any street. Unless otherwise authorized by the Engineer, pedestrian access shall be permitted to pass through the work area, or an approved detour shall be provided. Safe and adequate pedestrian access to all business establishments shall be continuous and unobstructed unless otherwise approved by the Engineer. w ti SP-43 t 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, shall be considered as included in the lump sum prices 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 not be adopted until approved in writing by the Engineer. Such approved modifications or alterations shall be adopted immediately and shall be considered paid in full as a part of the lump sum contract bid price for "TRAFFIC CONTROL", and no additional compensation will be allowed therefor. C SP-44 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. The cost of bonds, insurance, move in and move out costs, preparation and submission of submittals, obtaining encroachment permits, and miscellaneous incidental costs, shall be included in the Bid Item provided for mobilization and demobilization and incidental project costs as a lump sum item, for which 75 percent (75%) will be eligible for inclusion in the first progress payment, with the remaining 25 percent (25%) not eligible for inclusion until 100 percent(100%) of the work has been completed and if progress of the work is satisfactory. ■ SP-45 o No work shall be started without prior approval of the submittals. Failure to comply with the preceding requirement will be sufficient ground for the Engineer to stop all work on the project until the requirements are met. 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. i 1 1 1 L SP-46 SECTION 11 THROUGH SECTION 13 BLANK L ■ 1 SP 47 SECTION 14 14-1 ASPHALT CONCRETE 14-1.01 GENERAL -- Asphalt concrete shall comply with the requirements of Section 203-6, "Asphalt Concrete", and Section 302-5, "Asphalt Concrete Pavement", of the Standard Specifications and these Special Provisions. ' The Performance Grade of the asphalt concrete shall be PG 64-10. Where dense graded asphalt is being constructed in two layers or more, the asphalt concrete pavement for the base course shall be B-PG 64-10. Where dense graded asphalt is being constructed in a single layer or for a finishing course or asphalt concrete overlay, the asphalt concrete pavement shall be C2-PG 64-10. A tack coat shall be applied, as directed by the Engineer. The Contractor shall coordinate with the Engineer regarding the protection of newly installed sewer lateral location markers prior to beginning the work of this project. SThe Contractor shall be responsible for accurate marking of lateral locations in the parkway out of the path of the project work and replacing all 2-1/4" flat shiner and concrete nails approximately 1/2 foot in from the edge of pavement following the project work, as directed by the Engineer. 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 scaled 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. SP-4a i 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. 14-1.04 ADJUSTING MANHOLE FRAMES AND COVERS AND WATER VALVE COVERS TO GRADE - Adjusting manhole frames and covers to grade after completion of paving shall be in accordance with Sub-Section 301-1.6 "Adjustment of Manhole Frame and Cover Sets to Grade", of the Standard Specifications, SECTION 46, "Adjust Manhole Frames And Covers To Grade" of these Special Provisions, and as directed by the Engineer. Adjusting water valve enclosures to grade after completion of paving shall be in accordance with SECTION 25A, "Adjustment of Water Facilities" of these Special Provisions, and as directed by the Engineer. All debris and foreign material shall be removed from the cover in accordance with Sub- ,. Section 301-1.6 The pavement surrounding the frames and covers shall meet the smoothness requirement as specified in Sub-Section 302-5.8, "Manholes (and other structures)", of the Standard Specifications. 1 14-1.05 ADJUSTING NON-CITY UTILITY MANHOLESNAULTS -- Adjusting ' non-city utility manhole/vault frames and covers to grade after completion of paving shall be performed by others. ' 14-1.06 PAYMENT -- The contract bid unit price paid per ton for "ASPHALT ' CONCRETE PAVEMENT OVERLAY and 2' FEATHER" shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved ' in placing pavement material, including crack sealing, tack coat, overlay, feathering, adjustment of manhole frames and covers to grade, as required, replacing lateral line location survey markers (2 '/4" flat shiner and concrete nail) in new pavement, complete in place, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. Adjusting water valve enclosures to grade following the Contractor's paving operations shall be considered as included in the contract bid price paid per each for "ADJUST Existing WATER VALVE COVER To Grade", and no additional compensation will be allowed therefor. ' SP-49 SECTION 15 BLANK 1 1 i i 1 i i 1 1 1 i i i SP_50 SECTION 16 16-1 PORTLAND CEMENT CONCRETE 16-1.01 GENIIZAL — Portland cement concrete construction shall comply with Section 201-1, "Portland Cement Concrete", and Section 303-5, "Concrete Curb, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps and Driveways", of the Standard Specifications, as shown on the Plans, Standard Drawings and these Special Provisions. Portland cement concrete shall be Class 520-0.2500, with a maximum slump of four (4) inches. ' 16-1.02 PCC CURB RANIl' -- Portland cement concrete curb ramp shall be constructed in accordance with Standard Plans for Public Works Construction(SPPWC) Standard I ' Plan 111-4, as shown on the Plans, and as directed by the Engineer. 16-1.03 PCC SIDEWALK -- Portland cement concrete sidewalk and sidewalk by- I' ' pass shall be constricted in accordance with CITY Standard Plan. 202, modified per Plan, and as directed by the Engineer. 16-1.04 PCC CURB & GUTTER -- Portland cement concrete curb and gutter, modified to meet existing, shall be constructed in accordance with the CITY's Standard Plan 200, ' Type`B", as shown on the Plans, and as directed by the Engineer. 16-1.05 PCC RETAINING CURB -- Portland cement concrete retaining chub, 6' wide, shall be constructed in accordance with the Standard Plans for Public Works Construction (SPPWC) Standard Plan 111-4, as shown on the Plans and as directed by the Engineer. The above-referenced CITY Standard Plans and the Standard Plans for Public Works Constriction(SPPWC) Standard Plans are included in the APPENDIX and made a part of these Special Provisions. All work shall conform to the above standards to the extent feasible; however, emphasis shall be given to matching dimensions of adjoining improvements, subject to concurrence of the Engineer. It is the Contractor's responsibility for the ramp-type selection with concurrence from the Engineer, at every access ramp location, before proceeding to remove existing improvements. No removals shall be done until it has been determined by the Contractor that an access ramp can be installed that will meet all ADA requirements. r SP-51 The Contractor shall be responsible for modifying traffic signal and highway lighting conduit and conductors when adjusting pull boxes in ramp areas. The Contractor shall be responsible for replacement of any pull boxes and/or pull box covers damaged prior to and/or during construction. The Contractor shall be responsible for modifying any portion of sprinkler irrigation system found to be in conflict with the construction of curb ramp or sidewalk. The Contractor shall be responsible for replacement of any portion of sprinkler irrigation facilities damaged prior to and/or during construction. The Contractor shall protect all existing structures and facilities which are adjacent to the limits of the work to be done under this contract, in accordance with Section 7-9, "Protection and Restoration of Existing Improvements", of the Standard Specifications and these Special Provisions. ' 16-1.06 BONDIN G -- Joints between new and existing concrete shall be given surface preparation as follows: 1. Joints made with the mass of existing concrete by cutting, chipping, or grinding shall be cleaned free of all loose deleterious material by thorough brooming and compressed air jetting. 2. Original surfaces or existing concrete shall be cleaned free of bitumens, grease, paint, and other deleterious materials and clean aggregate of at least 3/8-inch size shall be exposed by rock hammer abrasive blast cleaning or machine scarifying. r 16-1.07 PAYMENT -- The contract bid unit price paid per square foot for "PCC CURB RAMP" and "PCC SIDEWALK" shall include full compensation for furnishing all materials, equipment and incidentals, and for doing all the work involved in constructing concrete curb access ramp and concrete sidewalk adjacent to curb ramp, including saw cutting existing concrete, removing existing concrete, adjusting water valves and traffic pull boxes to grade and restoring irrigation system as required, performing unclassified excavation and unclassified fill, 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. There will be "No Payment" of any kind for access ramps that do not meet the ADA Standards and the APWA Standard Drawing No. 111-4. r SP-52 i The contract bid unit price paid per linear foot for"PCC CURB & GUTTER" and"PCC RETAINING CURB" shall include full compensation for furnishing all materials, equipment and incidentals, and for doing all the work involved in constructing concrete curb and gutter at curb returns and retaining curb for curb access ramp, including saw cutting and removal of existing concrete, any unclassified excavation and/or unclassified fill, complete in place to meet existing, 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. Asphalt concrete that is used to fill the area from the Contractor's operations (area that is left after removing concrete forms from gutter face) shall be considered as included in the contract bid price paid per ton for "ASPHALT CONCRETE", and no additional compensation will be allowed therefor. SP-53 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. The Contractor shall coordinate with the Engineer regarding the protection of newly installed sewer lateral location markers prior to beginning the work of this project. The Contractor shall be responsible for accurate marking of lateral locations in the parkway out of the path of the project work and replacing all 2-1/4" flat shiner and concrete nails approximately 1/2 foot in from the edge of pavement following the project ' work, as directed by the Engineer. 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. SP-54 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. 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 L 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 MILLING" shall include full compensation for conforming to the requirements of this Section, for furnishing all materials, tools, equipment and incidentals, and for doing all work involved in 1 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 MILLING" of asphalt concrete pavement and no additional compensation will be allowed therefor. Replacing lateral line location survey markers (2 ''/d' flat shiner and concrete nail) in new pavement shall be considered as included in the contract bid price paid per ton for "ASPHALT CONCRETE", and no additional compensation will be allowed therefor. a I SP-55 SECTION 18 THROUGH SECTION 19 1 1 1 BLANK t t t i 1 i t 1 1 t 1 1 1 1 1 SP-56 a l A SECTION 20 20-1 THERMOPLASTIC TRAFFIC STRIPING PAVEMENT MARKING AND RAISED PAVEMENT MARKERS ` 20-1.01 GENERAL - The application of traffic striping, pavement markings and raised pavement markers shall conform to the requirements of Section 310-5.6, "Painting Traffic Stripes, Pavement Markings, and Curb Markings", and Section 312, "Pavement Marker Placement and Removal", of the Standard Specifications and these Special Provisions. Paint for traffic striping and pavement markings shall conform to the requirements of Section 210-1.6.2, "Thermoplastic Paint, State Specifications", of the Standard Specifications. The paint shall contain pre-mixed glass beads with additional glass beads to be mechanically applied when the paint is applied, in accordance with Section 210-1.6.5, 'Reflective Material", of the Standard Specifications. Pavement markings and traffic stripes are to conform to pavement delineation plates. Thermoplastic material for traffic stripes shall be applied at a minimum thickness of 0.080-inch. jThermoplastic traffic stripes and pavement markings shall be placed a minimum of 6 working days after paving is completed. Raised pavement markers (RPMs), if required, shall be Stimsonite-Low Profile No. 953A (yellow) and No. 953B (clear white) or approved equal. The CALTRANS Standard Plans details referenced on the Plans and in the BID ' DOCUMENTS, and the related figures from the California Manual on Uniform Traffic Control Devices ( CA MUTCD ) are included in the APPENDIX and made a part of these Special Provisions. All work shall conform to the above standards to the extent feasible; however, emphasis shall be given to matching dimensions of adjoining improvements, subject to concurrence of the Engineer. i 20-1.02 PAYMENT - The contract bid price paid per linear foot for the various bid items of "THERMOPLASTIC TRAFFIC STRIPING" shall include full compensation for furnishing all tools, equipment and materials, and for doing all work involved in the application of thermoplastic traffic striping and raised pavement markers, per the Plans, the CALTRANS Standard Plans and the California Manual on Uniform Traffic Control Devices (CA MUTCD) Figures, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-57 The contract bid price paid per each for the various bid items of"THERMOPLASTIC TRAFFIC PAVEMENT MARKING" shall include full compensation for furnishing all tools, equipment and materials, and for doing all work involved in the application of thermoplastic traffic pavement marking, per the Plans, the CALTRANS Standard Plans and the California Manual on Uniform Traffic Control Devices (CA MUTCD) Figures, the Standard Specifications, i these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. ' i 1 1 i i i ` SP-58 I SECTION 21 THROUGH SECTION 24 ! i BLANK t ! t i ! ! t 1 i ! i t SP-59 i SECTION 25A 25A-1 ADJUSTMENT OF WATER FACILITIES 25A-1.01 GENERAL - Adjustment of water meter boxes and water valve enclosures shall be in accordance with the Plans, these Special Provisions and as directed by the Engineer. I In general, the work includes the adjustment of water meter boxes and water valve enclosures 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 I 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. I SP-60 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. I SP-61 ., 25A-1.07 PAVEMENT REPLACEMENT - When it is necessary to break pavement in order to adjust water facility enclosures 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 meter box or 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 �i Existing WATER VALVE COVER To Grade" shall include full compensation for famishing all materials, tools, equipment and incidentals, and for doing all the work involved in adjusting water valve enclosures to grade following the Contractor's paving operations to meet the grade of project improvements, complete in place, per the Plans, 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 enclosure and covers, and no adjustment shall, therefore, be made in the contract bid unit prices for increased or decreased quantities of adjusting utility facilities. SP-62 ' SECTION 26 THROUGH SECTION 45 BLANK I � I L i t SP-63 SECTION 46 46-1 ADJUST MANHOLE FRAMES AND COVERS TO GRADE 46-1.01 GENERAL -- Adjusting manhole frames and covers to grade, after completion of paving, shall be in accordance with Sub-Section 301-1.6, "Adjustment of Manhole Frames And Cover Sets To Grade", of the Standard Specifications, these Special Provisions, per the Plans and as directed by the Engineer. All debris and foreign material shall be removed from the cover in accordance with Sub- Section 301-1.6 of the Standard Specifications. The pavement surrounding the frames and covers shall meet the smoothness requirement as specified in Sub-Section 302-5.8, "Manholes (and other structures)" of the Standard Specifications. 46-1.02 ADJUSTING NON-CITY UTILITY MANHOLES/VAULTS -- Adjusting non-city utility manhole/vault frames and covers to grade after completion of paving shall be performed by others. 46-1.03 PAYMENT -- Full compensation for providing all the material, tools and equipment, and for doing all the work involved in adjusting manhole frames and covers to grade, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, shall be considered as included in the various contract bid items of work, and no ■ additional compensation will be allowed therefor. The provisions contained in Section 3-2, "Changes Initiated by the Agency", of the Standard Specifications shall not apply to adjusting manhole frames and covers and no adjustment shall, therefore, be made in the contract bid unit prices for increased or decreased Lquantities of adjusting utility facilities. SP-64 i I SECTION 47 THROUGH SECTION 49 I BLANK I 'i i I L i L SP-65 SECTION 50 50-1 REMOVAL AND RESTORATION OF EXISTING * IMPROVEMENTS EXCEPT STREET PAVEMENT ■ j50-1.01 GENERAL - The Contractor shall comply with Section 7-9, "Protection and Restoration of Existing Improvements", of the Standard Specifications, latest edition, and these Special Provisions. 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. I t SP-66 i 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. 6. If the roadside signs are damaged during the construction, they shall be restored or I 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. 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. i I SP-67 i r r APPENDIX r_ r it r t I r r I SOILS REPORT rr r r REPORT OF LIMITED GEOTECHNICAL STUDY SEWER AND STREET IMPROVEMENTS ON RIALTO STREET FROM LENA ROAD TO TIPPECANOE AVENUE AND 31D STREET FROM "G" STREET TO "H" STREET CITY OF SAN BERNARDINO SAN BERNARDINO COUNTY, CALIFORNIA PROJECT NO.: 622-R08 REPORT NO.: 2 FEBRUARY 29, 2008 SUBMITTED TO: CITY OF SAN BERNARDINO PUBLIC WORKS / ENGINEERING 300 NORTH D STREET SAN BERNARDINO, CA 92408 PREPARED BY: HILLTOP GEOTECHNICAL, INC. 786 SOUTH GIFFORD AVENUE SAN BERNARDINO, CA 92408 ! 786 S.GIFFORD AVENUE• SAN BERNARDINO • CALIFORNIA 92408 hiIItopg @hgeotech.mm • FAX 909-8969055 •909-890-9079 'AAAL ! HILLTOP GEOTECHNICAL INCORPORATED ! February 29, 2008 City of San Bernardino Project No.: 622-R08 ! Public Works / Engineering Report No.: 2 300 North D Street San Bernardino, CA 92408 ! Attention: Mr. Robert Sepulveda Associate Engineer ! Subject: Report of Limited Geotechnical Study, Sewer and Street ! Improvements on Rialto Street from Lena Road to Tippecanoe Avenue and 3`d Street from "G" Street to "H" Street, City of ! San Bernardino, San Bernardino County, California. ! References: City of San Bernardino,Development Services-PublicWorks /Engineering, Undated with no Revisions,Unsigned, Unapproved, Sewer Improvements and Street Improvements on Rialto Street -Lena Road to Tippecanoe Avenue (SW08-05), 3d Street - "Cr"Street to `H" ! Street (SW08-12), Drawing No. 12283, Sheet 1 of 7 Sheets through Sheet 7 of 7 Sheets. ! ! Mr. Sepulveda: According to your request, we have completed a limited geotechnical study for the sewer improvements on Rialto Street, 3`d Street, and Lena Road in the City of San Bernardino, San Bernardino County, California. We are presenting, herein, our findings and recommendations. r. FIELD EXPLORATION A study of the property's subsurface condition was performed to evaluate underlying earth strata and the presence of groundwater. Five (5) exploratory 622-R08.2 February 29, 2008 Page 2 borings were performed along the project alignment on February 4, 2008. The locations of the borings were pre-established by representatives of the City of San Bernardino. The locations of the borings were marked in the field by representatives of Hilltop Geotechnical, Inc. by pacing and sighting from the L adjacent existing streets and adjacent structures as shown on the referenced plans. Approximate locations of the exploratory excavations are denoted in the table in ' the subsequent`Existing Pavement Section'in this report. Approximate elevations of the exploratory excavations were determined by interpolation from the profile as shown on the referenced plans. Locations and elevations of the exploratory excavations should be considered accurate only to the degree implied by the method used in determining them. The exploratory borings were performed by using a truck-mounted drill rig equipped with 8-inch outside-diameter, hollow-stem augers. The exploratory excavations were explored to a depth of approximately 11 to 14.5 feet below existing pavement surfaces at the excavation locations. Bulk and relatively undisturbed samples of encountered earth materials were obtained at various depths in the exploratory excavations and returned to our laboratory for testing and verification of field classifications. Bulk samples were obtained from cuttings developed during the excavation process and represent a mixture of soils within the depth indicated on the logs. Disturbed samples of encountered earth materials were obtained at various depth by driving a split-spoon sampler. The sampler was . driven with successive drops of a 140-pound weight having a free fall of approximately 30 inches. Blow counts for each successive 6.0 inches of penetration,or fraction thereof,are shown on the attached`Subsurface Exploration Log,' Plate Nos. 1 through 5, presented in this report. Groundwater observations were made during, and at the completion of the excavation process and are noted on the attached`Subsurface Exploration Log,' if encountered. The exploratory excavations were logged by a representative of Hilltop Geotechnical, Inc. for 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 Classification System (USCS), ASTM D2488, visual-manual procedures, as illustrated on the attached, simplified `Subsurface Exploration Legend.' The visual textural description, color of the soil at natural moisture content, apparent moisture condition of the soils,and apparent relative density or consistency of the soils,etc., were recorded on the field logs. The`Relative Density of granular soils is given as very loose, loose, medium dense, dense, or very dense and is based on the number HILLTOP GEOTECHNICAL, INC. 1 622-R08.2 February 29, 2008 Page 3 of blows to drive the sampler. The `Consistency' of silts or clays is given as very soft, soft, medium stiff, stiff,very stiff, or hard and is also based on the number of blows to drive the sampler. The field log for each excavation contains factual information and interpretation of soil conditions between samples. The `Subsurface Exploration Logs'presented in this report represent our interpretation of the field Ales obtained in the field from the exploratory tests performed atory excavations. on samples The exploratory boring excavations were backfilledwith excavated earth materials and with reasonable effort to restore the areas to their initial condition eaving the site. Where borings were located in existing paved areas, the borings were capped with asphaltic concrete,cold patch material. In an area as small and ' deep as a boring excavation, consolidation and subsidence of backfill soil may result in time, causing a depression of the excavation areas. The client is advised to observe exploratory excavation areas periodically and, when needed, backfill noted depressions. EXISTING PAVEMENT SECTION The asphalt concrete and aggregate base thickness at the boring locations are presented in the following table: w Asphalt Aggregate Base Boring o. Boring Location Thickness Thickness g (in.) (in.) $-1 Lena Road,Sta. t7+50, 36' Rt. 6.0 10.0 ' B_2 Rialto Avenue,Sta. t30+00, 18' Rt. 3.0 6.0 B_3 Rialto Avenue,Sta. t21+00, C.L*. 6.0 3.5 B_4 Rialto Avenue,Sta. t13+00,C.L. 85 4.0 B-5 3rd Street, Sta. t14+50, 9' Rt. 3.5 9.0 * C.L. - Centerline of the proposed sewer alignment. ' EARTH MATERIAL DESCRIPTION Presented as follows are brief descriptions of the earth materials encountered in the exploratory excavations. More detailed descriptions of the earth materials encountered are presented on the attached`Subsurface Exploration Log,'P1ateNos. 1 through 5. The earth material strata as shown on the logs represent the conditions at the actual exploratory excavation locations. Other variations may ' HILLTOP GEOTECHPTICAL, INC. 1 622-R08.2 February 29, 2008 Page 4 occur beyond and/or between the excavations. Lines of demarcation between the earth materials on the logs represented the approximate boundary between the material types; however, the transition may be gradual. The site materials encountered at the boring locations were identified as pavement overlying man-made fill (af), overlying alluvium (Qal). The pavement section encountered at the locations 8.5 inches asphalt concrete overlying 10 inches of aggregate base material. ' The fill material varied in thickness from approximately 2.0 to 7.0 feet. The man- ' made fill generally consisted of silty, fine to coarse sands with a trace to some gravel (SM), silty, fine sands (SM), slightly silty, fine to coarse sands with some was gen gravel(SP-SM), and fine to coarse sands(SP).a ,moist and medium dense n brown,light brown, orange-brown, and gray in color, relative density. ' The alluvium underlying the pavement section and man-made fill along the project alignment generally consisted of fine to coarse sands with a trace to some gravel (SP), gravely medium to coarse sands (SP), silty fine to coarse sands with a trace to some gravel and a trace clay(SM), sandy silts(ML), sandy clays(CL), and silty clays with a trace to some sand(CL). These strata were generally light gray,gray, dark gray, light gray-brown, brown, light brown, light orange-brown, or black, in color,moist, and loose to very dense in relative density or medium stiff to very stiff in consistency. The borings were terminated in the alluvial materials. 1 GROUNDWATER Groundwater was not encountered in the exploratory excavations to the maximum depth explored of approximately 14.5 feet below existing pavement surface at the boring locations at the time the field study was performed for this report. SITE VARIATIONS Based on results of our subsurface exploration and experience, variations in the 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 terpolating subsurface conditions between and beyond the exploratory ' Groundwater observations were made in the exploratory excavations at times and ' under conditions stated on the boring logs. These data have been reviewed and HILLTOP GEOTECIINICAL, INC. 622-R08.2 February 29, 2008 Page 5 ' 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. LABORATORY TESTING Laboratory tests were performed on selected bulk samples obtained from exploratory excavations during the field study. Tests were performed in general 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 The field classification of soil materials encountered in the exploratory excavations was verified in the laboratory in general accordance with the current Unified Soil s Classification System, ASTM D2488, `Standard Practice for Determination and Identification of Soils (Visual-Manual Procedures).' The final classification is shown on the attached `Subsurface Exploration Log,' Plate Nos. 1 through 5. Sieve Analysis The percent by weight finer than a No. 200 sieve (silt and clay content) was determined for selected samples of earth material in general accordance with current ASTM D1140 procedures. The testis performed by taking a known weight ' of an oven dry sample of soil material, washing it over a No. 200 sieve, and oven 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 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: 1 HILLTOP GEOTECHNICAL, INC. 622-R08.2 February 29, 2008 Page 6 ' PERCENT PASSING #200 SIEVE TEST (ASTM D1140 Test Method) PERCENT SAMPLE SOIL DESCRIPTION PASSING#200 SIEVE Dark brown, silty,fine to coarse 17 B-1,2.0'-2.5' sand, some gravel(SM) Brown, silty,fine to coarse sand, 13 B-1, 7.0'-7.5' . some gravel(SM) Brown, slightly silty,fine to coarse 8 B-2,2.0'-2.5' sand, some gravel(SP-SM) B-2,7.0'-7.5' Light brown, sandy silt(ML) 57 Light brown, silty,fine to coarse 19 B-3,20-25 sand,trace gravel(SM) tBlack, silty,fine to coarse sand,trace 26 B-3,7.0'-7.5' organic material(SM) Brown silty,fine to coarse sand, 18 B-4,2.0'-2.5' trace gravel(SM) Light gray-brown, gravely,medium 3 B-4,7.0'-7.5- to coarse sand(SP) Gray, silt fine sand(SM) 26 B-5, 2.0'-2.5' Y, Y, B-5, 7.0'-75 Light gray, sandy silt(ML) 69 Sand Equivalent Test ' Sand equivalent tests were performed on samples of near-surface earth materials 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 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: HILLTOP GEOTECIINICAL, INC. 1 622-R08.2 February 29, 2008 Page 7 SAND EQUIVALENT ' (California Test 217 Procedure) SAND SAMPLE SOIL DESCRIPTION EQUIVALENT Dark brown, silty, fine to coarse 34 B-1, 2.0'-2.5' sand, some gravel(SM) Brown, silty,fine to coarse sand, 51 B-1,7.0'-7.5' some gravel(SM) Brown, slightly silty,fine to 62 B-2,2.0'-2.5' coarse sand, some gravel(SP-SM) B-2,7.0'-7.5' Light brown, sandy silt(ML) 9 Light brown, silty,fine to coarse 45 B-3, 2.0'-2.5" sand,trace gravel(SM) Black, silty,fine to coarse sand, 12 B-3,7.0'-7.5' trace organic material(SM) I Brown silty,fine to coarse sand, 32 — 1` B-4,2.0'-2.5' trace gravel(SM) Light gray-brown,gravely, 79 B-4, 7.0'-7.5' medium to coarse sand(SP) _ 19 B-5,2.0'-2.5' Gray, silty,fine sand(SM) B-5, 7.0'-7.5' Light gray, sandy silt(ML) 4 Resistance (R-Value) Test Resistance (R-Value) tests were performed on samples of near-surface earth material that are encountered below the existing the pavement areas. 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 Indexes (TI's) for the various streets were 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: j r 3 HILLTOP GEOTECHNICAL, INC. ■ 622-R08.2 February 29, 2008 Page 8 ' RESISTANCE (R-VALUE) TEST RESULTS ' (California Test 301 Procedure) R-VALUE ' BY BY SAMPLE SOIL DESCRIPTION EXUDATION EXPANSION PRESSURE PRESSURE AT 300 psi Dark brown, silty, fine to NA` ' B-1, 1.0'-4.0' coarse sand, some gravel 73 (SM) Light brown, silty,fine to NA B-3,2.0'-5.0' coarse sand,trace gravel 76 (SM) Gray, silty,fine sand,trace 73 75 @ TI = 7.5 B-5, 1.0'-3.0' clay(SM) NA-Not Applicable. No expansion of test specimens during test. PRELIMINARY PAVEMENT RECOMMENDATIONS The following are recommendations for the structural pavement section for the various streets. The Hot Mix Asphalt (HMA) pavement sections have been determined in general accordance with current CALTRANS design procedures and are based on a Traffic Index (TI) provided by a representative of the City of San Bernardino, California and an R-Value of 50 or more 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: RECOMMENDED PAVEMENT SECTIONS Traffic Pavement Section Site Area Index* 4.7'Asphaltic Concrete(A.C.) Lena Road, over 4.7"Aggregate Base(A.B.) Sta. 5+64 to Rialto 7.5 or Avenue 6.6" PC, C 2,500 psi over properly prepared subgrade. HILLTOP GEOTECHNICAL, INC. 1 622-R08.2 February 29, 2008 Page 9 RECOMMENDED PAVEMENT SECTIONS Traffic Pavement Section Site Area Index* 5.3"Asphaltic Concrete(A.C.) Rialto Street between over TV Aggregate Base(A.B.) Lena Road and 9.0 or ' Tippecanoe Avenue 8.1" PCC C 2,500 psi over properly prepared subgrade 4.7"Asphaltic Concrete(A.C.) over 4.7"Aggregate Base(A.B.) 3'a Street between"G" 7.5 or Street and"H"Street 6.6" PCC(C 2,500 psi over properly prepared subgrade Traffic Index provided by a representative of the City of San Bernardino. California. Asphalt concrete pavement materials should be as specified in Section 39, `Asphaltic Concrete,' in the current CALTR.ANS Standard Specifications or an equivalent substitute. Aggregate base should conform to Class 2(37.5-mm 11-1/2") 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) recommendations. 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 {r 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. bas materials dry density should be optimum moisture content for subgrade and aggregate PR determined according to current ASTM D1557 procedures. The asphalt concrete PR I HILLTOP GEOTECHNICAL, INC. 1 622-1108.2 February 29, 2008 Page 10 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). 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 HMA paving. This thickened edge should consist of an increased thickness of 2.0 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 have to be performed before placing aggregate base material, asphaltic concrete, or PCC pavement to locate areas that may have been damaged construction traffic,construction activities,and/or seasonal wetting and drying. In the 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 RANB for the following quality requirements per the current, appropriate procedures: 1 HILLTOP GEOTECHNICAL, INC. 622-1108.2 February 29, 2008 Page 11 TEST QUALITY REQUIREMENT TEST METHOD OPERATING J 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: TEST TEST QUALITY METHOD NO. REQUIREMENT Resistance Calif Test 301 78 Minimum' (R-Value) Sand Calif.Test 217 35 Minimum Equivalent Percent Wear' 100 Revolutions ASTM C131 15 Maximum 500 Revolutions 52 Maximum Gravel Calif Test 202 15 Maximum Particles , (%) 1. R-Value requirement may be waived if Sand Equivalent is 40 or more. YM 2. The percentage wear requirements may bewaived if the material has a minimum Durability Index of P, 40 in accordance with CALTRANS Test Method 229. 3. Gravel is defined as particles with no more than one(1)fractured face. rr ^ 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. HILLTOP GEOTECBMCAL, INC. ' 622-R08.2 February 29, 2008 Page 12 Samples of the proposed aggregate base using reclaimed material should be 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 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 production, whichever is less." 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 material and construction methods should conform to the current standards of the City of San Bernardino County, California. TRENCH EXCAVATION RECOMN ENDATIONS It is recommended that utility trench excavations be designed and constructed in accordance with current OSHA regulations. These regulations provide trench sloping and shoring design parameters for trenches up to 20 feet in vertical depth based on a description and field verification of the soil types encountered. Trenches over 20 feet in vertical depth should be designed by the Contractor's Engineer based on site specific geotechnical analyses. For planning purposes, we recommend that the following OSHA soil type designations and temporary slope inclinations be used: OSHA T EAR,1'Fi MATERIAL TYPE:, Undocumented Fill C Compacted Fill C Alluvium C 1 HILLTOP GEOTECHNICAL, INC. 622-R08.2 February 29, 2008 Page 13 OSHA TEMPORARY _ EARTH SOIL SLOPE IMATERIAL nTE* INCLINATION Type`C': Cohesive soils with an unconfined compressive strength of 0.5 tsf or less: or Granular soils including sands. gravels, L loamy, clayey or silty sands,etc. lowable slopes for excavations less et in vertical height. Slopes for s greater than 20 feet in vertical uld be designed by a Registered l Engineer with experience in al Consulting and Soil Mechanics. Excavations of less than 5.0 feet in depth may also be subject to collapse due to water, vibrations, previously disturbed soils, or other factors and may require protection for workers such as temporary slopes, shoring, or a shielding protective system. The excavations should be observed by a qualified, competent person (as defined in the current OSHA regulations)looking for signs of potential cave-ins on a daily basis before start of work, as needed throughout the work shifts, and after every rainstorm or other hazard-increasing occurrence. Surcharge loads (i.e., spoil piles, earthmoving equipment, trucks, etc,) should not be allowed within a horizontal distance measured from the top of the excavation slope equivalent to 1.5 times the vertical depth of the excavation. Excavations I should be initially observed by the project Geotechnical / Geologic Consultant and/or his representative to verify the recommendations presented or to make additional recommendations to maintain stability and safety. Moisture variations, differences in the cohesive or cementation characteristics, or changes in e the p coarseness of the deposits may require slope flattening or, conversely, I steepening upon review and appropriate testing by the project Geotechnical / Geologic Consultant and/or his representative. The excavations should be observed by a qualified, competent person (as defined in the current OSHA regulations) looking for signs of potential problems on a daily basis before start of work, as needed throughout the work shifts, and after every rainstorm or other hazard- increasing occurrence. Deep utility trenches may experience caving which will require special considerations to stabilize the walls and expedite trenching operations. Surface drainage should be controlled along the top of the construction r slopes to preclude erosion of the slope face. If excavations are to be left open for r HILLTOP GEOTECHNICAL, INC. 4r 622-R08.2 February 29, 2008 Page 14 long periods, the slopes should be sprayed with a protective compound and/or ^ covered to minimize drying out, raveling, and/or erosion of the slopes. r L TRENCH BACKFILL RECOMN ENDATIONS Sand equivalent tests on samples of near-surface on-site soil material indicate that the near-surface on-site soil material had sand equivalents of 4 to 79. In general, the on-site earth materials present are considered satisfactory for reuse as trench backfill but may not be suitable for pipe bedding or pipe zone backfill. The suitability of on-site materials for pipe bedding and/or pipe zone backfill material should be evaluated by the Civil Engineer who is designing the pipe for the proposed sewer line. Trench backfill materials should be free of significant amounts of organic materials and/or debris and should not contain rocks or clumps greater than 6.0 inches in maximum dimension. No significant amount of oversized rock materials are anticipated to be generated from the cuts performed in the local materials. Trench backfill material should be placed in a lift thickness appropriate for the type of backfill material and compaction equipment used. Backfill material should be brought to optimum moisture content to 3.0 percent above optimum moisture content and compacted to 90 percent or greater relative compaction by mechanical means. Jetting or flooding of the backfill material should no be considered a satisfactory method for compaction unless the contractor can demonstrate that proper compaction will be achieved. Maximum dry density and optimum moisture content for backfill material should be determined according to current ASTM D1557 procedures. 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. HILLTOP GEOTECHNICAL, INC. ' 622-R08.2 February 29, 2008 Page 15 I Respectfully submitted, HILLTOP GEOTECHNICAL, INC. FE CU �d 9 CO o° 9yF2c c� 2 M n an, G 54 ¢ NO.CE254 m Senior Engineer Exp:3/37/09_ # Date Signed DLC/em FoFCAt� Attachments: `Subsurface Exploration Legend.' `Subsurface Exploration Log,'Plate Nos. 1 through 5. - Distribution: (4) Addressee 1 1 i 1 i 1 HILLTOP GEOTECWOCAL, INC. SUBSURFACE EXPLORATION LEGEND ' UNIFIED SOIL CLASSIFICATION SYSTEM CONSISTENCY/RELATIVE Visual-Manual Procedure(ASTM D2488) DENSITY MAJOR DIVISIONS GROUP TYPICAL NAMES CRITERIA SYMBOLS GW Well Graded Gravels and Gravel- Reference:`Foundation Engincering',Peck,Hansen, Clean Sand Mixnsrea Little or no Fines Thombum,2nd Edition, Gravels Gravels Poorly Graded Gravels and 50%w. GP Gravel-Sand Mixtures,Little or no Standard Penetration Test of Coarse Fines Granular Soils Fraction Remind on GM Silty Gravels,Gravel-Sand-Silt Penetration Resistance, Relative Coarse- No.4 Sieve Gravels Micmres*• N,(Blows/Foon Density Grained with Soils• Fins GC Clayey Gravel,Gravel-Saod�Clay Mixtures•• 0-4 Very Loose Marc than SW Well Graded Sands and Gravely 4-10 Loose 50% Sands,Little or no Fines Retained Clean 10-30 Medium on No 200 Sands Sands Poorly Graded Sands and Gravelly Sieve SP Sands,Little or no Fines 30-50 Dense More than 50%of Sands SM Silty Sands,Sand-Silt Mixtures— >50 Very Dense Coarse with I Fraction Fines Passes 4 $C Clayey Sands,Sand-Clay Sieve Mixmres"• ML Inorganic Silts,Sandy Silts,Rock Standard Penetration Test Flaw Cohesive Soils Silts and Clays CL Inorganic Clays of Low to Penetration Cmrsistency Unconfined Medium Plasticity,Gravelly Resistance,N, Compressive Liquid Limits 50%or less Clays,Sandy Clays,Silty Clays, (Blows/Fn0 Strength, Fine Lean Clays (Tons/Sq. Grained FL) Soils* OL Organic Silts and Organic silty Clays of Low Plasticity 12 Very Sofl <0.25 50%m MH Inorganic Silts,Micaceous or 2-4 Soft 0.25-0.5 more Diammneoas silts,Plastic Silts Passes No. 4-9 Medium Stiff 0.5-1.0 200 Steve Silts and Cla s CH Inorganic Clays of High Plasticity, g IS Stiff 1.0-20 Fat Clays Liquid Limits Greater own 50% OF Organic Clays of Medium to High 15-30 Very Stiff 2.0-4.0 Plasticity >30 Hard >4.0 Highly Organic Soils PT Peat,Muck,or Other Highly Organic Soils * Based on material passing the 3-inch sieve. ** More than 12%passing the No.200 sieve; 5%to 12%passing No.200 sieve requires use of duel symbols(i.e.,SP-SM., GP-GM,SP-SC,GP-GC,etc.);Border line classifications are designated as CB/CI,GM/SM,SP/SW,etc. U.S. Standard Sieve Size IY' 3" 3/4" #4 #10 #40 #200 Unified Soil Classification Boulders I Cobbles Gravel Said Silt and Designation Clay s- Coarse Fine I Coarse Medium I Fine Moisture Condition Material Ouantity Other Symbols Dry Absence of moisture,dusty, Trace <5% C-Core Sample dry to the touch. Slightly 5- 12% S-SPT Sample Moist Damp but no visible moisture. Little 12-25% B-Bulk Sample Wet Visible free water,usually Some 25-50% CK-Chunk Sample below the water table. R-Ring Sample N-Nuclear Gauge Test V-Water Table JA. L ttlLLleV GevfF.alalanl /AiL SUBSURFACE EXPLORATION LOG BORING NO. B-1 Project Name: City of San Bernardino }A Project No. 622-1108.2 Date: 02/04/08 Logged By: RG Type of Rig: Hollow-Stem Auger Drive Wt.: 140 Ib Elevation: t 1041.8 Drill Hole Dia.: 8 in. Drop: 30 in. Depth of Boring(ft.): 11.0 y m W y a °c° 'a Description m u .0 s o °o r a , o.. wx - -SM aT sp tZ'oncrrete/10' Aggregate$ase - I Silty fine to coarse sand, some gravel;Dark brown;Moist; 1 11 I Medium dense. 12 * 2 14 1 ■ 3 ti 4 I 5 —_ -- Silty fine to coarse sand, some gravel;Brown;Moist;Medium 6 _ 5 dense. 7 0 8 - 9_ 16 11 Bottom 0 boRr g at -" No groundwater encountered. 12- Boring backfilled with excavated material and capped with cold 13 - patch asphalt concrete. 14 15 i I 16 I17 I I 1 1 18� 19 ' 20 - i I I 21 I i I 22 23 24- t 25 S-SPT Sample R-Ring Sample B-Bulk Sample N-Nuclear Gauge Test D-Disturbed Sample Plate No. 1 SUBSURFACE EXPLORATION LOG BORING NO. B-2 Project Name: City of San Bernardino Project No. 622-R08.2 Date: 02/04/08 Logged By: RG Type of Rig: Hollow-Stem Auger Drive Wt.: 140 Ib Elevation: f 1057.8 Drill Hole Dia.: 8 in. Drop: 30 in. Depth of Boring(ft.):12.5 7 q 0 O Description 1 L C 7 d _Q c_ ci. a of FILLS"-Aaplialt Concrete/6"Aggregatellase 1 SP-SM I Slightly silt fine to coarse sand, some 1 g y y gravel Slightly micaceous; 7 jBrown;Moist;Medium dense. 8 I SP- . Fin-.e to ar_s_san_d; . -________________ 3 ______— ________ --- _ - , 4 5 . QaI ALLUVIUM: sSilty clay, some sand;Black;Moist;Medium stiff _. 3 _ g I 5--1" lI2G- - 1 Bandy ailE;Taghttirown;IGfoisE,Tdedium eta---------- -- I 8 9 ----I.-----------SP__{__ '._. ____ -------- ------irave Q y _e_d-u—to coar sa_n d;•Zig li t-g y- own; ToisEPe ry -- 10 I dense. 11 10 28 12 50/5' _--- 1 ottom o org atat feet. 13 - No groundwater encountered. Boring backfilled with excavated material and capped with cold 14- ,patch asphalt concrete- 15-. - I 16 - t 17 - 19 - ls I i I za 21 -- 22-, 23 24 25 I S-SPT Sample R-Ring Sample B -Bulk Sample N-Nuclear Gauge Teat D-Disturbed Sample Plate No. 2 Division of Apprenticeship Standards - Public works information Page 1 of 2 Welcome to the California DEPARTNIENT OF INDUSTRIAL RELATIONS Division of Apprenticeship Standards - Public works information In general, public works refers to construction projects that are paid for in whole or in part out of public funds, or if private funds are used, more than 50 percent of the square footage is leased to a public entity. Because of this, there are laws regarding many aspects of the construction projects to protect the public's interest. One of the legal requirements for working on a public works project is the employment of apprentices. The Division of Apprenticeship Standards provides assistance to contractors in employing apprentices on public works sites. Important Notices Changes to Code of Regulations Section 230.1 Regarding the employment of apprentices on Public Works .. Effective for protects bid on or after 7/1/2009 w Exemption Request for Operating Engineers&Laborers Basics Are you interested in bidding on a public works project and not sure where to start when it comes to complying with the law and hiring apprentices? Have you been awarded a public works contra Click here to see a listing of contractors and individuals who have been debarred tFrequently Asked Questions Interactive databases 1. If you are looking to check the apprenticeship status of an individual this database can give you the information you need. 2. If you are looking to find apprenticeable crafts and the contact information for those apprenticeship programs in your area this database sorts by county and craft and gives you contact information. 3. If you.are looking to find out if training funds have been paid by a contractor working on a public works project this database can provide you information. 4. If you are looking for the additional apprenticeship wage information as noted in the general prevailing wage apprenticeship schedules, published by the Division of Labor Statistics and Research . Forms 1. Public Works Contract Award Information -DAS Form 140 A version X version 2. ®Request for Dispatch of an Apprentice-DAS Form 142 A version 3S version 3. Training Fund Contributions-California Apprenticeship Council -CAC Forth 2(Rev 6/03)L(.pdf format, 181 kb) 4. ®Directions to complete CAC form 2 (UPDATED 6/10) 5. If you are an awarding body,this is the fomn you need: To contract to perform public works under Labor Code section 1777.5-DAS Form 13-(Rev 5/01) (.pdf format, 16kb) For more information on public works: Excerpts from the California Labor Code Relating to Apprentices on Public Works-DAS10(Rev 4/02)A(.pdf format 55kb) Laws and Regulations httD://www.dir.ca-gov/DA,gAihiieWnrlcgFnrr hto ,,, i� SUBSURFACE EXPLORATION LOG BORING NO. B-3 GmrECaw. Project Name: City of San Bernardino Project No. 622-R08.2 bate: 02/04/08 Logged By: RG Type of Rig: Hollow-Stem Auger Drive Wt.: 140Ib Elevation: t 1053.5 Drill Hole Din.: 8 in. Drop: 30 in. Depth of Boring(ft.): 13.0 1 G m F a 3 M Description r a d m w Q w u p d q m A m 0. 9 mU 4 t _" U_. , .7 _ C7_� _ ____ -af.. .. FILT7.8"-Asplialt Zoucrete73.5"-Aggregate Base. ---... .. I Silty fine to coarse sand,trace gravel;Light brown;Moist; 1 `R- 13 Medium dense. , B 18 2 18 i 3 4 � i 7 t - --�� a $ 4 __ _ __ ____ __ ________ ____ Silty clay;Micaceous;Dark gray;Moist;Medium stiff. S11f 91Tty fine to coarse sand,dace organic material;BIack;l4ioiat; 9 - Loose. 10 --- - -------'------- -------- ---- "--ane iWal -'- - SP a to coarse sand,some gravel;liigTit oiaage-brown;-IvTolat, 1 11 Very dense. 12 ' R 36 1 is 50 3 _ —._ ottom of onag at eet. No groundwater encountered. 14 I _ I IBoring backfilled with excavated material and capped with cold 15 -� I patch asphalt concrete. 16 1 17-- 18. 19- 1 2eI 21 22 _ 23 24 .{ 25 S-SPT Sample R-Ring Sample B-Bulk Sample N-Nuclear Gauge Test D-Disturbed Sample 1 Plate No. 3 SUBSURFACE EXPLORATION LOG BORING NO. B-4 r 'I Project Name: City of San Bernardino Project No. 622-R08.2 Date: 02/04108 Logged By: RG Type of Rig: Hollow-Stem Auger Drive Wt.: 140 Ib Elevation: t 1049.7 Drill Hole Dia.: 8 in. Drop: 30 in. Depth of Boring(ft.): 14.5 a ` 0 9 6 m � � ! y �_ c � En � � Description 0 7 � p A vi P, fd V] U A 6 _" U rl CS SM of FILL:-$.5"AspTalt Voncrete74"Aggrtegate Base. Silty fine to coarse sand,trace gravel;Slightly micaceous;Brown; 1 R. 7 ,Moist;Medium dense. 10 2 9 3 SP �aC (Graveely ly me edium to coarse sand;Light gray-brown;Moist;Very 4 -9 (dense. 5 i I 6 _ i50/3" I 8 i 16-1 ` 11 {---- --Sp - .:Fine-to coarse san7 fr`ace gravel;IugTit gray-limwn;IJloist;Tlense. 12 13- 12 14-- 25 _ _ .{--__—L---J— —i--t— Bottom O Ormg aT t .J5 et. 15 % No groundwater encountered. - Boring backfilled with excavated material and capped with cold 16 i patch asphalt concrete. 17 i -20 21 - 22- I 23 - L 24 25 _ S-SPT Sample R-Ring Sample B-Bulk Sample N-Nuclear Gauge Test D-Disturbed Sample Plate No. 4 SUBSURFACE EXPLORATION LOG BORING NO. B-5 Project Name: City of San Bernardino. Project No. 622-R08.2 Date: 02/04/08 Logged By: RG Type of Rig: Hollow-Stem Auger Drive Wt.: 140 Ib Elevation: f 1059.9 Drill Hole Dia.: 8 in. Drop: 30 in. Depth of Boring(ft.): 13.5 � a1 y a �u-, Description a F O SM- y� of FILL- p tt Concrete-79°iCggregate�Sase. I I Silty fine sand;Micaceous;Gray;Dry;Medium dense. 16 13 2 _ 13 SM --- 4lal_t_ 3 . ! Silty fine sand,trace clay;Micaceous;Gray;Medium dense. 4 5 6 CL.. -------- ------- --------.----a __ ___ _ __ ..---..__.____________--__.. (Sandy clay;T)arTt gray;IVToist;Sti$" ___ 7 R 8 _.___ __ __1______ __ _ e ML 1. iSandy s�Tt;Light gray;Ffoiat;Very sti$:.__ _-____---. ________ 1z zo s I ( I 10 S,Iy_..�_-------._..---- __-____{.____ Finetocoaree sand; �_ht oran________ __ ___ _ Tag ge-graY;Tvloiat;Very dense._____._ 11 12 R 16 13 28 40.... �__�_ - --- I Bottom o n ong at Teeti._ 14 No groundwater encountered. _ - !Boring backlilled with excavated material and capped with cold 15 ! (patch asphalt concrete. 16 17 i IB I 19 20- I i I 21 Ii 22 1 23 - 24 25 S -SPT Sample R-Ring Sample B -Bulk Sample N-Nuclear Gauge Teat D-Disturbed Sample IPlate No. 5 STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS APPRENTICESHIP PROGRAM FOR PUBLIC WORKS CONSTRUCTION EXCERPTS FROM THE CALIFORNIA LABOR CODE RELATING TO APPRENTICES ON PUBLIC WORKS Chapter 1 of Division 2 APPRENTICES ON PUBLIC WORKS 1773.3. An awarding agency whose public works contract falls within the jurisdiction of Section 1777.5 shall,within five days of the award, send a copy of the award to the Division of Apprenticeship Standards. When specifically requested by a local joint apprenticeship committee, the division shall notify the local joint apprenticeship committee regarding of such awards applicable to the joint apprenticeship committee maldng the request. Within five days of a finding of any discrepancy regarding the ratio of apprentices to journeymen, pursuant to the certificated fixed number of apprentices to journeymen, the awarding agency shall notify the Division of Apprenticeship Standards. 1776. (a) Each contractor and subcontractor shall keep accurate payroll records, 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 cormection with the public work. Each payroll record shall contain or be verified by a written declaration that it is made under penalty of perjury, stating both of the following: (1)The information contained in the payroll record is true and correct. (2)The employer has complied with the requirements of Sections 1771, 1811,and 1815 for any work performed by his or her employees on the public works project. (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 the employee or his or her authorised representative on request. (2) A certified copy of all payroll records enumerated in subdivision (a) shall be made available for inspection or furnished upon request to a representative of the body awarding the contract, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations. (3) A certified copy of all payroll records enumerated in subdivision (a) shall be made available upon request by the public for inspection or for copies thereof. However,a request by the public shall be made through either the body awarding the contract, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement. If the requested payroll records have not been provided pursuant to paragraph(2), the requesting party shall, prior to being provided the records, reimburse the costs of preparation by the contractor, subcontractors, and the entity through which the request was made. The public shall not be given access to the records at the principal office of the contractor. I (c)The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or shall contain the same information as the forma provided by the division. (d)A contractor or subcontractor shall file a certified copy of the records enumerated in subdivision(a) with the entity that requested the records within 10 days after receipt of a written request. (e)Any copy of records made available for inspection as copies and furnished upon request to the public or any public agency by the awarding body, the Division of Apprenticeship Standards,or the Division of Labor Standards Enforcement shall be marked or obliterated to prevent disclosure of an individual's name, address, and social security number. The name and address of the contractor awarded the contract or the subcontractor performing the contract shall not be marked or obliterated.Any copy of records made available for inspection by,or furnished to, a joint labor- management committee established pursuant to the federal Labor Management Cooperation Act of 1978(Section 175a of Title 29 of the United States Code) shall be marked or obliterated only to prevent disclosure of an individual's name and social security number. A joint labor management committee may maintain so action in a court of competent jurisdiction against an employer who fails to comply with Section 1774. The court may award restitution to an I employee for unpaid wages and may award the joint labor management committee reasonable attorney's fee and costs incurred in maintaining the action. An action under this subdivision may not be based on the employers misclasaification of the craft of a worker on its certified payroll records. Nothing in this subdivision limits any other available remedies for a violation of this chapter. (>)The contractor shall inform the body awarding the contract of the location of the records enumerated under subdivision(a), including the street address, city and county,and shall,within five working days,provide a notice of a change of location and address. (g)The contractor or subcontractor shall have 10 days in which to comply subsequent to receipt of a written notice requesting the records enumerated in subdivision (a).In the event that the contractor or subcontractor fails to comply within the 10-day period, he or she shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded,forfeit twenty-five dollars($25) for each calendar day,or portion thereof,for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, these penalties shall be withheld from progress payments then due.A contractor is not subject to a penalty assessment pursuant to this section due to the failure of a subcontractor to comply with this I section. (h) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section- (i) The director shall adopt rules consistent with the California Public Records Act, (Chapter 3.5(commencing with Section 6250), Division 7,Title 1, Government Code) and the Information Practices Act of 1977,(Title 1.8(commencing with Section 1798),Part 4,Division 3,Civil Code)governing the release of these records, including the establishment of reasonable fees in be charged for reproducing copies of records required by this section. 0)This section shall remain in effect only until January 1,2003,and as of that date is repealed,unless a later enacted statute,that is enacted before January 1,2003,deletes or extends that date. 1776. (s) Each contractor and subcontractor shall keep an accurate payroll record, showing the name,address,social security number,work classification,and 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 the public work. (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 the employee or his or her authorized representative on request. (2)A certified copy of all payroll records enumerated in subdivision (a) shall be made available for inspection or famished upon request to a representative of the body awarding the contract, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations. (3) A certified copy of all payroll records enumerated in subdivision (a) shall be made available upon request by the public for inspection or for copies thereof. However,a request by the public shall be made through either the body awarding the contract, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement If the requested payroll records have not been provided pursuant to paragraph(2), the requesting party shall, prior to being provided the records, reimburse the coats of preparation by the contractor, subcontractors, and the entity through which the request was made. The public shall not be given access to the records at the principal .free of the contractor. (c)The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or shall contain the same information as the forms provided by the division. (d)Each contractor shall file a certified copy of the records enumerated in subdivision(a)with the entity that requested the records within 10 days after receipt of a written request. (e)Any copy of records made available for inspection as copies and famished upon request to the public or any public agency by the awarding body, the Division of Apprenticeship Standards,or the Division of Labor Standards Enforcement shall be marked or obliterated to prevent disclosure of an individual's name,address,and social security number.The name and address of the contractor awarded the contract or performing the contract shall not be marked or obliterated. Any copy of records made available for inspection by, or furnished m, a joint labor-management committee eatabbshed pursuant to the federal Labor Management Cooperation Act of 1978(Section 175a of Title 29 of the United States Code) shall be marked or obliterated only to prevent disclosure of an individual's social security number. (Q The contractor shall inform the body awarding the contract of the location of the records enumerated under subdivision(a), including the street address,city and county,and shall,within five working days,provide a notice of a change of location and address. (g)The contractor shall have 10 days in which to comply subsequent to receipt of written notice specifying in what respects the contractor must comply with this section. In the event that the contractor fails to comply within the 10-day period,he or she shall,as a penalty to the state or political subdivision on whose behalf the contract is made or I awarded, forfeit twenty-five dollars ($25) for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement,these penalties shall be withheld from progress payments then due. (h) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section.These stipulations shall for the responsibility for compliance with this section on the prime contractor. (I) The director shall adopt rules consistent with the California Public Records Act, (Chapter 3.5(commencing with Section 6250), Division 7,Title 1, Government Code) and the Information Practices Act of 1977, (Title 1.8(commencing with Section 1798),Part 4,Division 3,Civil Code)governing the release of these records, including the establishment of reasonable fees to be charged for reproducing copies of records required by this section. 0)This section shall become operative January 1,2003. 1777.5.(a) Nothing in this chapter shall prevent the employment of properly registered apprentices upon public works. �. (b) Every apprentice employed upon public works shall be paid the prevailing rate of per diem wages for apprentices in the trade to which he or she is registered and shall be employed only at the work of the craft or trade to which he or she is registered. (c) Only apprentices, as defined in Section 3077, who are in training under apprenticeship standards that have been approved by the Chief of the Division of Apprenticeship Standards and who are parties to written apprentice agreements under Chapter 4 (commencing with Section 3070) of Division 3 are eligible to be employed at the apprentice wage rate on public works. The employment and training of each apprentice shall be in accordance with either(1) the apprenticeship standards and apprentice agreements under which he or she is training or (2) the rules and regulations of the California Apprenticeship Council. (d) When the contractor to whom the contract is awarded by the state or any political subdivision, in performing any of the work under the contract, employs workers in any apprenticeable craft or trade, the contractor shall employ apprentices in at least the ratio set forth in this section and may apply to any apprenticeship program in 2 I r � the craft or trade that can provide apprentices in the site of the public work for a certificate approving the contractor under the apprenticeship standards for the employment and training of apprentices in the area or industry affected. However, the decision of the apprenticeship program to approve or deny a certificate shall be subject to review by the Administrator of Apprenticeship. The apprenticeship program or programs, upon approving the contractor, shall arrange for the dispatch of apprentices to the contractor. A contractor covered by an apprenticeship program's standards shall not be required to submit any additional application in order to include additional public works contracts under that program. "Apprenticeable craft or trade,' as used in this section, means a craft or trade determined as an apprentimable occupation in accordance with rules and regulations prescribed by the California Apprenticeship Council. As used in this section, "contractor" includes any subcontractor under a contractor who performs any public works not excluded by subdivision(o). I (e) Prior to commencing work on a contract for public works, every contractor shall submit contract award information to an applicable apprenticeship program that can supply apprentices to the site of the public work. The information submitted shall include an estimate of journeyman hours to be performed under the contract,the number of apprentices proposed to be employed, and the approximate dates the apprentices would be employed.A copy of this information shall also be submitted to the awarding body if requested by the awarding body. Within 60 days after concluding work on the contract, each contractor and subcontractor shall submit to the awarding body, if requested, and to the apprenticeship program a verified statement of the journeyman and apprentice hours performed on the contract. The information under this subdivision shall be public. The apprenticeship programs shall retain this information for 12 months. (q The apprenticeship program that can supply apprentices to the area of the site of the public work shall ensure equal employment and affirmative action in apprenticeship for women and minorities. (g) The ratio of work performed by apprentices to journeymen employed in a particular craft or trade on the public work may be no higher than the ratio stipulated in the apprenticeship standards under which the apprenticeship program operates where the contractor agrees W be bound by those standards,but,except as otherwise provided in this section, in no case shall the ratio be less than one hour of apprentice work for every five hours of journeyman work. (h)This ratio of apprentice work to journeyman work shall apply during any day or portion of a day when any journeyman is employed at the jobsite and shall be computed on the basis of the hours worked during the day by J ourneymen so employed.Any work performed by a journeyman in excess of eight hours per day or 40 hours per week shall not be used to calculate the ratio.The contractor shall employ apprentices for the number of hours computed as above before the end of the contract or,in the case of a subcontractor,before the end of the subcontract. However,the contractor shall endeavor, to the greatest extent possible, to employ apprentices during the same time period that the journeymen in the same craft or trade are employed at the jobsite. Where an hourly apprenticeship ratio is not feasible - for a particular craft or trade, the Chief of the Division of Apprenticeship Standards, upon application of an apprenticeship program,may order a minimum ratio of not less than one apprentice for each five journeymen in a craft or trade classification. (i) A contractor covered by this section that has agreed to be covered by an apprenticeship program's standards upon the issuance of the approval certificate, or that has been previously approved for so apprenticeship program in the craft or trade, shall employ the number of apprentices or the ratio of apprentices to journeymen stipulated in the applicable apprenticeship standards, but in no event less than the 1-to-5 ratio required by subdivision(g). 0) Upon proper showing by a contractor that he or she employs apprentices in a particular craft or trade in the state on all of his or her contracts on an annual average of not less than one hour of apprentice work for every five hours of labor performed by journeymen,the Chief of the Division of Apprenticeship Standards may grant a certificate exempting the contractor from the 1-to-5 hourly ratio,as set forth in this section for that craft or trade. (k) An apprenticeship program has the discretion to grant to a participating contractor or contractor association a certificate,which shall be subject to the approval of the Administrator of Apprenticeship,exempting the contractor from the 1-to-5 ratio set forth in this section when it finds that any one of the following conditions is met:(1) Unemployment for the previous three-month period in the area exceeds an average of 15 percent. (2) The number of apprentices in training in the area exceeds a ratio of 1 to 5.(3)There is a showing that the apprenticeable craft or trade is replacing at least one-thirtieth of its journeymen annually through apprenticeship training, either on a statewide basis or on a local basis. (4)Assignment of an apprentice to any work performed under a public.works contract would create a condition that would jeopardize his or her life or the life,safety,or property of fellow employees or the public at large,or the specific task to which the apprentice is to be assigned is of a nature that training cannot be provided by a journeyman. (1)When an exemption is granted pursuant to subdivision(k)to an organization that represents contractors in a specific trade from the 1-to-5 ratio on a local or statewide basis, the member contractors will not be required to submit individual applications for approval to local joint apprenticeship committees,if they are already covered by the local apprenticeship standards. (m) (1) A contractor to whom a contract is awarded, who, in performing any of the work under the contract, employs journeymen or apprentices in any apprenticeable craft or trade shall contribute to the California Apprenticeship Council the same amount that the director determines is the prevailing amount of apprenticeship training contributions in the area of the public works site. A contractor may take as a credit for payments to the council any amounts paid by the contractor to an approved apprenticeship program that can supply apprentices to the 1 site of the public works project.The contractor may add the amount of the contributions in computing his or her bid for the contract. 3 r (2) At the conclusion of each fiscal year, the California Apprenticeship Council shall distribute training contributions received by the council under this subdivision, less the expenses of the Division of Apprenticeship Standards for administering this subdivision, by making grants to approved apprenticeship programs for the purpose of training apprentices. The funds shall be distributed as follows: (A) If there is an approved multiemployer apprenticeship program serving the same craft or trade and geographic area for which the training contributions were made to the council, a grant to that program shall be made. (B) If there are two or more approved multiemployer apprenticeship programs serving the same craft or trade and geographic area for which the training contributions were made to the council, the grant shall be divided among those programs based on the number of apprentices registered in each program.(C)All training contributions not distributed under subparagraphs(A)and(B) shall be used to defray the future expenses of administering this subdivision. (3) All training contributions received pursuant to this subdivision shall be deposited in the Apprenticeship Training Contribution Fund,which fund is hereby created in the State Treasury. Notwithstanding Section 13340 of the Government Code, all money in the Apprenticeship Training Contribution Fund is hereby continuously appropriated for the purpose of carrying out this subdivision and to pay the expenses of the division in administering this subdivision. (n) The body awarding the contract shall cause W be inserted in the contract stipulations m effectuate this section. The stipulations shall fix the responsibility of compliance with this section for all apprenticeable occupations with the prime contractor. (o)This section does not apply to contracts of general contractors or to contracts of specialty contractors not bidding for work through a general or prime contractor when the contracts of general contractors or those specialty contractors involve leas than thirty thousand dollars($30,000). (p)All decisions of an apprenticeship program under this section are subject to Section 3081. 1777.6. It shall be unlawful for an employer or a labor union to refuse to accept otherwise qualified employees as registered apprentices on any public works,on the ground of the race,religious creed,color, national origin,ancestry, sex,or age,except as provided in Section 3077,of such employee. 1777.7. (a) (1) A contractor or subcontractor that is determined by the Chief of the Division of Apprenticeship Standards to have knowingly violated Section 1777.5 shall forfeit as a civil penalty an amount not exceeding one hundred dollars($100) for each full calendar day of noncompliance.The amount of this penalty may be reduced by the Chief if the amount of the penalty would be disproportionate to the severity of the violation. A contractor or subcontractor that knowingly commits a second or subsequent violation of Section 1777.5 within a three-year period, where the noncompliance results in apprenticeship training not being provided as required by this chapter,shall forfeit as a civil penalty the sum of not more than three hundred dollars($300) for each full calendar day of noncompliance. Notwithstanding Section 1727,upon receipt of a determination that a civil penalty has been imposed by the Chief,the awarding body shall withhold the amount of the civil penalty from contract progress payments then due or to become due. (2) In lieu of the penalty provided for in this subdivision, the Chief may, for a first-time violation and with the concurrence of an apprenticeship program described in subdivision (d), order the contractor or subcontractor to provide apprentice employment equivalent to the work hours that would have been provided for apprentices during the period of noncompliance. (b) In the event a contractor or subcontractor is determined by the Chief to have knowingly committed a serious violation of any provision of Section 1777.5, the Chief may also deny to the contractor or subcontractor, and to its responsible officers, the right to bid on or be awarded or perform work as a subcontractor on any public works ,., contract for a period of up to one year for the first violation and for a period of up to three years for a second or subsequent violation. Each period of debarment shall run from the date the determination of noncompliance by the r Chief becomes a final order of the Administrator of Apprenticeship. (c) (1)An affected contractor, subcontractor,or responsible officer may obtain a review of the determination of the Chief imposing the debarment or civil penalty by transmitting a written request to the office of the Administrator within 30 days after service of the determination of debarment or civil penalty.A copy of this report shall also be served on the Chief.If the Administrator does not receive a timely request for review of the determination of debarment or civil r penalty made by the Chief,the order shall become the final order of the Administrator. (2)Within 20 days of the timely receipt of a request for review, the Chief shall provide the contractor, subcontractor, or responsible officer the .� opportunity to review any evidence the Chief may offer at the hearing. The Chief shall also promptly disclose any nonprivileged documents obtained after the 20-day time limit at a time set forth for exchange of evidence by the �. Administrator. (3)Within 90 days of the timely receipt of a request for review,a hearing shall be commenced before the Administrator or an impartial hearing officer designated by the Administrator and possessing the qualifications of an administrative law judge pursuant to subdivision (b) of Section 11502 of the Government Code. The affected contractor,subcontractor,or responsible officer shall have the burden of providing evidence of compliance with Section 1777.5. (4)Within 45 days of the conclusion of the hearing,the Administrator shall issue a written decision affirming, modifying,or dismissing the determination of debarment or civil penalty.The decision shall contain a statement of the factual and legal basis for the decision and an order.This decision shall be served on all parties and the awarding body ... pursuant to Section 1013 of the Code of Civil Procedure by lust-class mail at the last known address of the party that the party has filed with the Administrator. Within 15 days of issuance of the decision, the Administrator may y reconsider or modify the decision to correct an error, except that a clerical error may be corrected at any time. (5)An affected contractor, subcontractor, or responsible officer who has timely requested review and obtained a decision under paragraph (4)may obtain review of the decision of the Administrator by filing a petition for a writ of mandate to the appropriate superior court pursuant to Section 1094.5 of the Code of Civil Procedure within 45 days after service of r the final decision. If no timely petition for a writ of mandate is filed, the decision shall become the final order of the 4 6 Administrator. The decision of the Administrator shall be affirmed unless the petitioner shows that the Administrator abused his or her discretion. 11 the petitioner claims that the findings are not supported by the evidence, abuse of discretion is established if the court determines that the findings are not supported by substantial evidence in light of the entire record.(6)The Chief may certify a copy of the final order of the Administrator and file it with the clerk of the superior court in any county in which the affected contractor or subcontractor has property or has or had a place of business.The clerk, immediately upon the filing, shall enter judgment for the state against the person assessed in the amount shown on the certified order.A judgment entered pursuant to this section shall bear the same rate of interest and shall have the same effect as other judgments and be given the same preference allowed by the law on other judgments rendered for claims for taxes.The clerk shall not charge for the service performed by him or her pursuant to this section.An awarding body that has withheld funds in response to a determination by the Chief imposing a penalty under this section shall, upon receipt of a certified copy of a final order of the Administrator, promptly transmit the withheld funds,up to the amount of the certified order,to the Administrator. (d) If a subcontractor is found to have violated Section 1777.5, the prime contractor of the project is not liable for any penalties under subdivision (a), unless the prime contractor had knowledge of the subcontractors failure to comply with the provisions of Section 1777.5 or unless the prime contractor fails to comply with any of the following requirements: (1) The contract executed between the contractor and the subcontractor or the performance of work on the public works project shall include a copy of the provisions of Sections 1771, 1775, 1776, 1777.5, 1813,and 1815. (2)The contractor shall continually monitor a subrnntractor's use of apprentices required to be employed on the public works project pursuant re subdivision (d) of Section 1777.5, including, but not limited to, periodic review of the certified payroll of the subcontractor. (3) Upon becoming aware of a failure of the subcontractor to employ the required number of apprentices, the contractor shall take corrective action, including, but not limited th, returning funds due the subcontractor for work performed on the public works project until the failure is corrected. (4) Prior to making the final payment to the subcontractor for work performed on the public works project, the contractor shall obtain a declaration signed under penalty of perjury from the subcontractor that the subcontractor has employed the required number of apprentices on the public works project. (e)Any funds withheld by the awarding body pursuant to this section shall be deposited in the General Fund if the awarding body is a state entity, or in the equivalent fund of an awarding body if the awarding body is an entity other than the state. 1 (q The Chief shall consider,in setting the amount of a monetary penalty,in determining whether a violation is serious, and in determining whether and for how long a party should be debarred for violating this section, all of the following circumstances: (1) Whether the violation was intentional. (2) Whether the party has committed other violations of Section 1777.5. (3) Whether, upon notice of the violation, the party took steps to voluntarily remedy the violation. (4) Whether, and to what extent, the violation resulted in lost training opportunities for apprentices. (5) Whether, and to what extent, the violation otherwise harmed apprentices or apprenticeship programs. If a party seeks review of a decision by the Chief to impose a monetary penalty or period of debarment, the Administrator shall decide de novo the appropriate penalty,by considering the same factors set forth above. (g) The interpretation of Section 1777.5 and this section shall be in accordance with the regulations of the California Apprenticeship Council. The Administrator may adopt regulations to establish guidelines for the imposition of monetary penalties and periods of debarment and may designate precedential decisions under Section 11425.60 of r the Government Code. NOTE: THE ABOVE CALIFORNIA LABOR CODE SECTIONS ARE AVAILABLE FROM THE INTERNET na www.dir.ca.gov/. DAS 10 (Rev. 04-02) 5 Division of Apprenticeship Standards - Public works infonnation Page 1 of 2 !Velcome to the California DEPARTMENT OF INDUSTRIAL RELATIONS Division of Apprenticeship Standards - Important notice -Change to Code of Regulations Setion 230.1 1r Notification of Change in Regulation 230.1 Regarding Employment of Apprentices on Public Works, Regulation 230.1 has been amended. The change will affect projects bid after June 30, 2009. Projects bid on or before June 30, 2009 will still be controlled by the prior version of 230.1. The change requires all contractors(who are not already employing sufficient apprentices)to request dispatch (either consecutively or simultaneously)from all approved apprenticeship programs in the geographical area of the project. The change also requires that contractors who employ apprentices but are not meeting the required ratio for their craft must request dispatch from any other programs in their craft that exist in the geographical area of the project The change also requires contractors to give the approved apprenticeship programs written notice of the request for dispatch at least 72 hours in advance. Previously 48 hours advance notice was required. Effective on projects bid July 1 2009 Reg. 230.1. Employment of Apprentices on Public Works. (a)Contractors, as defined in Section 228 to include general, prime, specialty or subcontractor, shall employ registered apprentice(s), as defined by Labor Code Section 3077, during the performance of a public work project in accordance with the required one hour of work performed by an apprentice for every five hours of labor performed by a journeyman, unless covered by one of the exemptions enumerated in Labor Code Section 1777.5 or this subchapter. Unless an exemption has been granted,the contractor shall employ apprentices for the number of hours computed above before the end of the contract. Contractors who are not already employing sufficient registered apprentices(as defined by Labor Code Section 3077)to comply with the one-to-five ratio must request the dispatch of required apprentices from the apprenticeship committees providing training in the applicable craft or trade and whose geographic area of operation includes the site of the public work by giving the committee written notice of at least 72 hours(excluding Saturdays, Sundays and holidays)before the date on which one or more apprentices are required. If the apprenticeship committee from which apprentice dispatch(es) are requested does not dispatch apprentices as requested, the contractor must request apprentice dispatch(es) from another committee providing training in the applicable craft or trade in the geographic area of the site of the public work, and must request apprentice dispatches)from each such committee, either consecutively or simultaneously, until the contractor has requested apprentice dispatches from each such committee in the geographic area. All requests for dispatch of apprentices shall be in writing, sent by first class mail, facsimile or email. If a non-signatory contractor declines to abide by and comply with the terms of a local committee's standards, the apprenticeship committee shall not be required to dispatch apprentices to such contractor. Conversely, if in response to a written request no apprenticeship committee dispatches, or agrees to dispatch during the period of the public works project any apprentice to a contractor who has agreed to employ and train apprentices in accordance with either the apprenticeship committee's standards or these regulations within 72 hours of such request(excluding Saturdays, Sundays and holidays)the contractor shall not be considered in violation of this section as a result of failure to employ apprentices for the remainder of the project, provided that the contractor made the request in enough time to meet the above-stated ratio. If an apprenticeship committee dispatches fewer apprentices than the contractor requested, the contractor shall be considered in compliance if the contractor employs those apprentices who are dispatched, provided that, where there is more than one apprenticeship committee able and willing to unconditionally dispatch apprentices, the contractor has requested dispatch from all committees providing training in the applicable craft or trade whose geographic area of operation include the site of the public work. Nothing in this section shall affect the right of a contractor who participates in and employs registered apprentices from programs approved under Labor Code Section 3075 outside the geographic area of the public work from employing said apprentice(s)on the site of the public work in order to r http://www.dir.ca.gov/DAS/PublicWorksImpNot230-I.htm n t A)VI n i t Division of Apprenticeship Standards - Public works information Page 2 of 2 meet the ratio requirement of Labor Code Section 1777.5. (b)Apprentices employed on public works shall be paid the applicable apprentice prevailing per diem wage rate, available from DAS, and derived from the Directors survey of wages paid on public works in the geographic area of the craft or trade. DAS shall refer complaints alleging any contractors failure to pay the proper apprentice prevailing wage rate on a public works project to the Division of Labor Standards Enforcement for investigation and appropriate action. (c)Apprentices employed on public works can only be assigned to perform work of the craft or trade to which the apprentice is registered. Work of the craft or trade consists of job duties normally assigned to journeymen in the apprenticeable occupation. Where an employer employs apprentices under the rules and regulations of the California Apprenticeship Council, as set forth in Labor Code Section 1777.5(c) (2), apprentices employed on public works must at all times work with or under the direct supervision of journeyman/men. The on-the-job training shall be in accordance with the apprenticeship standards and apprenticeship agreement under which the .. apprentice is training, provided that a contractor shall not be subject to any financial or administrative obligations to a trust fund or employee benefit plan unless the contractor has so agreed. (d)The provisions of this regulation shall not apply to contractors on public works projects that were bid prior to July 1, 2009. Such contractors shall comply with the version of this regulation that was in effect prior to July 1, 2009. G� Note:Authority cited: Section 1777.7, Labor Code. Reference: Section 1777.5, Labor Code. June 2009 Conditions of Use I Privacy Policy Copyright®2011 State of California i i ,i i r httD://www.dir.ca.g ov/DAS/PublicWorksImpNot230-I.htm 01/05/2011 Division of Apprenticeship Standards - Public works information Page 2 of 2 The Division of Labor Standards Enforcement enforces labor law related to the payment of prevailing wage and working conditions. The Division of Labor Statistics and Research conducts labor research and provides statistics for public works projects. Files in Adobe Acrobat PDF.&.format are viewed with Abobe Acrobat Reader. If you do not already have Adobe Acrobat installed on your computer, you should download the free Acrobat Reader from Adobe's web site at www.adobe.com,download instructions are available on the Adobe web site. Once you have downloaded the C Acrobat Reader you can view PDF documents in your web browser if it supports plug-ins or, if it does not support plug-ins,you can save the file(s)to your hard drive and view them by opening them in Acrobat Reader. Known Printing Problems. June 2010 Conditions of Use I Privacy Policy Copyright©2011 State of California c T t http://www.dir.ca.Rov/DAS/PublicWorksForins.httn 01/05/2011 L 1 STANDARD DRAWINGS T CITY C7 FT SAW BE2NAIZDINCO STAW0ACZD % 107 10413 T0POa17APPH4l( SYMBOLS - - comTse LING O SEW99 MANHOLE -E.L; --- CITY LIMITS 0�'0' li CUSANOUT m;(". MIGHT OP WAY LINE Q STOMM Dli I,MNHOLE —S EXISTIN4 SEWER. OTdfLT_I TELEPHONE MANHOLE OQ VAULT —LCt--W— EXISTtHG WATtQ LINE © Lb� IiiiS MANHOLS O¢ VAULT —IS"CONE;—D — EXISTtNG 5TOQM D¢NN WATF¢ MANHOLE OQ VAl1LT — q"µ G— 291iTING GAS LINE © "E] ELECTRIC MANHOLE OQ VAULT — --r — — uoi TEL.CCNDUIT [ PP" ELECTRIC OIL TELEPHONE POLE —It"I.D.Copli. RVIST. JRM,IG,471ou LING ® VLQCTM40 TOWISM —IV E UNDCID. 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O POINT ON TANGENT SH¢U6 t2" TREE (DECIDUOUS) S 1 U.S.MAIL 00x ` h'�2L' + SECTION CO4NE¢ PALM � fVBQL�¢EEN(PINE�ETC� 8 1/4 CO¢AIEIL z ?CC SLAG HUILDINCT APP¢ovmv SiANDAKD LUHCOYE4fD Ne ,19 c 6 PLAN CITY OF SAN DERNARDINO PUBLIC WOD-kS DEFT. - CITY ENCItvEE:SL 004SAL NOTES: NOTE CONCRETE MUST RE AT LEAST CAMIXS COMPOUND SHALL BE /Q 1 // '� !.! SACK MIX (S20-C-2!001 AND HOLD 2500 PRA. IN lPSAYED IRINOSYLY OR ALL EPOSIED 2S DAYS- SURFACES PRIOR TO EVAPOR ION OF SURFACE 1MYER. FLAT R / EXPAN310H JOINTS AT END OF A RETURN! S STRUCTURES W END A- PLANE JOINTS EVERY 10 FT. _ ° 4 O SLOPE NO - Oq AS INSTRUCTED. R'q d" ! 0.07'1 [U YO. R•j PER L/N Fr A e ye. ! R, ° a< TYPE "B" P.C.C. CURB a GUTTER 3 ' FLAT 'P 1 SLOPE ISIS .J jj s ca YD. PER L/AL Fr TYPE "C" P.C.C. CURB a GUTTER (LOCAL STREETS WHEN APPROVED BY THE ENGINEER) ro � z4 Qj. 7 yl� -�• RAT CU YD. PER[/.V. FT. ' A 0.047 CU YO. _ PER L/N Fr p TYPICAL SECTION -9D ROLLED CURB TYPE "A11 (ONLY FOR SPECIAL APPLICATIONS AS APPROVED BY THE CITY ENGINEER) P.C.C. CURB CITY OF SAN BERARDINO-PUBLIC WORKS DEPT. APPROVED: STANDAKD TYPICAL SECTION- M-T?198Z ZOO PLAN P. C.C. CURB & GUTTER CIT ENGINEER ,'ZV AlFkllfl&V avrE � ,o,�vnneaaren.siar s•�ee VAOES L � I �TYP/G4L LOGfT/ON 3e M/'v UT/L/TY T,PENCN WEAVENEO iXAAler JO/NT C CASE A° PPEFEPKEO -OEWAGC' LOCAT/ON VA2/ES 4"UNOOBTk M- W/DTN SLDor#-1,.r LDVE 6�Z i 0 A.0 3�"M/N./CC IMVlfflW/N MIS AfFA S/DEWALK CASE "T MAY BE USED. /.) AIMEN AXONUGE 1.VLES4 TNAN /Lb'ANO SAME SECTION "/3T3 LLV SOTN 310ES OF LOT. 2.)FOZ MEA,vOE,Q/11!!ffi .S/OEWALKB. - ---- - -- GENEZAL NOTES' eaJ�: Ava�+wc.e l)MMMETE CLASS -0=-C-XAOO ------ �j/� L�)C7 wU)IE ER. e.S mE N.wd0B/m N/NT 6A"ES.QN O.E /R..EOCVTTcB SV 7o Y M TC// eZelAG MAMMIlND SNA'1 BE 501- 9PP4YEO 6WO RMYOA/ALL B/oEN.a,.� EKPpSEO BURFgCE9 hPV C TO T/fE E✓AfGPAT/ON OF B!/R.AW F.UTE,F. .EQ F.k'E TYP ICAL S/DEMALK TRANS/T/0,41 CITY OF SAN BERNARDINO PUBLIC WORKS DEPT AD STANDARD ,1983 PLAN SIDEWALK LOCATION A ZOZ I � 0 SCR O� P % MAX E E 4' 1220 mm f ADE BREAK y E p2 ;N \ SHEET810 ^ U d a SHEET2i0 PLAN l x a F a AREA TING CUR \ P CURB FACE WHERE PLANTING AREA IS ADJACENT TO THE CURB RAMP, USE CASE A. TYPE 6 TYPE 3 2% MAX i P� GRADE BREAK E E 4' 1220 mm E 915 mm NOTE 8 BCR n NOTE 2 a A PLANTING q- 3 v B. b r 2 CUR } L� f � Ot o. CURB FACE �[w•_° WHERE PLANTING AREA IS ADJACENT TO THE CURB RAMP, USE CASE A, TYPE 6 ' TYPE 4 CASE A STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PUN CURB RAMP 111-4 2JVT 2 OF 10 ib ■ 1 Al OR 8 1 4' 1220 mm R R MI� 1 NOTE 2, SHEET 10 8.33. I na I 33X � REAK 1 3 PLANTING AREA a PLANTING AREA CURB 1 CURB FACE nip 1200 mm 1 AIOR B SEE FIGURE 1, SHEET 8, THIS SECTION 1 TYPE 5 _-PARKWAY I I R a w .. MA 0 Z F Q 4' 1220 mm ,"`ccc% M PCC WALK 3 mm N �� 4 1220 mm R Z c1 3' 915 mm) MIN r�T n�r NOTE SHEET 10 N TE 8 EET 1 PLANTING AREA CUR CURB FACE IF PLANTING AREA IS NOT Q' `y ADJACENT TO SIDE FLARE, USE "X" PER TABLE 2 FOR THAT FLARE TYPE 6 1 CASE A STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PUN CURB RAMP 111-4 F 0 1 ' c z-x L. NOTE 2 3' 915 m SNEET 10 MIN x 33 Rj N Y _ L ' a a 8.33X 8.33% CURB NOTE B, SHEET 10 ' CURB FACE x x 4' a (1220 mm) im c a N TYPE 1 alp 2% \NOTE / ^ �� x3 c�ila 37' �o• 3 S a a SHEET210 CUR CURB FACE ry0 ,ry YPE 2 CASE B STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-4 ' SHEET 4 D A SKEW ANGLE, a 4' SKEW ANGLE o=45' (1220 OFFSET b-O NOTE 2, UNLESS OTHERWISE SHEET 10 NOTED ON PLANS Y MIN 06 on I. N.". X NOTE EET 1 OFFSET, b CUR W"L CURB FACE/ -X� CASE C z -2 E— E E o�z a SEE DETA IL OTE B. A, B, C. OR 0 SHEET 10 Af 8.33 JA j.........- N 2. SHEET 10 5% MAX PLANTING MIN AREA REGR X-4' (1220 mm) T IF ADJACENT TO CURB PLANTING AREA, CURB FACE OTHEMSE SEE TABLE 1 TYPE 1 Y 3' (915 mm MIN E— SEE DETAIL A, B, C OR D,�, E E I a E A -4:3- NOTE 8. SMAX SHEET 10 as CUR NOTE 2, CURB FACE SHEET 10 TYPE 2 CASE Q STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-4 JMT 5 OF 10 S MAT ---GRADE BREAK -saw �1220 mm)----� 915 mm) MIN O7 0 0 1 T 0 �j E EE� E Z OR E < MARKED A B LESS st OR -rZ—MAX CROSSWALK 4' 1220 mm x 3' 915 mm) M PLANTIN ............... m AREA _q: Z; NOTE 2, SHEET 10 CUR A R NOTE 8, SHEET 10 CURB FACE I I X-4' 1220 mm 4 X WH N AD ACENT (1220 mm) TO PLANTING AREA MARKED CROSSWALK TYPE 1 S 2% UI -dW MA ......... 2% -ii!M S Z OR g i MARKED C LES CROSSWALK NOTE 2, SHEET 10 X Z= x 3' 91 33 sl MIN ADE BREAK CUR L X 1 4: X CURB FACE NOTE 8, SHEET 10 MARKED CROSSWALK TYPE 2 CASE E STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-4 1 SEE NOTE 6 PARKWAY SHEET 10 R Y 4' 1220 mmil 9 mm EXISTING � ROUND TOP OF ROADWAY 5$M EDGE RAMP qX .33R MAX A2-0 CURB AND GUTTER SECTION A-A USE FIGURE 1 TO DETERMINE WHICH OF SECTIONS A-A, B-B SEE NOTE 6 PARKWAY OR C-C IS APPROPRIATE. SHEET 10 R Y 4' 1220 mm w EXISTING ROUNDED TOP OF ROADWAY 5 EOGE RAMP/ \ DEPRESS BACK OF WALK `,p SEE DETAIL A, B, C OR D, --2X AX SHEET 10. A2-0 CURB AND GUTTER- SECTION B-B SEE NOTE 6^ PARKWAY SHEET 10 EXISTING Y ROADWAY 6�MqX N DEPRESS BACK OF WALK SEE DETAIL A, B, C OR D, / SHEET 10. A2-0 CURB AND GUTTER ` � SECTION C-C W Z 4' Z I�--y� 0 mm r � DEPRESS 3�Y BACK OF WALK 3,T x A PC SI E AlK 1 SECTION R-R Z OR LESS Z 4' 4' Z 1220 mm 1 mm DEPR SS BACK OF WALK PCC SIDEWALK SECTION S-S STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-4 SHEET 7 OF 10 PARKWAY WIDTH, FT (m) 4' 5' 6' 7' 8' 9' 10' 11' 12 13' 14' 15' 16' 17' 18' 19' 20' (1.2) (1.5) (1.8) (21) (2.4) (2.7) (3.0) (3.3) (3.6) (3.9) (4.2) (4.5) (4.8) (5.1) (5.4) (5.7) (6.0) 1" (25) E I 2" (50 1n 3" (75) U4" (100) U z 5" (125) SECTION A-A U -+ry�ry LANDING = 4' 1220 mm ' U 6" (150) C Z °J, O M 8" (200) � U 9" (225) SECTION B-B Q 10" (250) CALCULATE Z DIMENSION � PER FORMULA BELOW 0 it" (275) ' Z 12" (300) OR MORE FIGURE 1 - SECTION USAGE NORMAL WHERE FIGURE i SHOWS USE OF SECTION B-8, FIGURE Z CURB FAGS, SECTION Y-Y DIMENSION AS FOLLOWS: 1 INCHES (mm) X, FT (mm) Y. FT (mm) W = PARKWAY W10TH 2" (50) 4.00' (1200) MIN 163' (790) L = LANDING WIDTH, 4' (1220 mm) TYP, 3' (915 mm) MIN 3" (75) 4.00' (1200) MIN 3.95' (1185) Z = [(Y+L)-W] x 0.760 ' 4" (100) 4.00' (1200) 5.26' (1580) IF (Y+L) < W. THEN Z = 0 5" (125) 5.00' (1500) 6.58' (1975) 6" (150) 6.00' (1800) 7.90' (2370) TABLE 1 SHOWS X FOR A FLARE SLOPE OF 8.33% AT 7" (175) 7.00' (2100) 9.21' (2765) THE CURB FACE. IF L IS 4' (1220 mm) OR MORE, X 8" (200) 8.00' (2400) 10.53' (3160) SLOPE OF 10%P E AT THE CURB FACA MAXIMUM FLARE 9" (225) 9.00' (2700) 11.84' (3555) 10" (250) 10.00' (3000) 13.16' (3950) 11" (275) 11.00' (3300) 14.47' (4340) 12" (300) 12.00' (3600) 15.79' (4735) SEE SHEET 9 FOR STREET SLOPE ADJUSTMENT FACTORS, ALL STREETS TABLE 1 - X AND Y VALUES TABLE 1 REFERENCE FORMULAS: X = CF / 8.333% Y = CF / (8.333% - 2% WALK CROSS SLOPE) LSTANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION SiT DAR CURB RAMP 111-4 djQ j OF 10 4' 1220 mm M m MIN Z.DDWN 4 GRADE BREAK tt T M� T m CURB GUTTER X.DOWN ,� CURB FACE SLOPE, S ' (1220 mm) TYPICAL CURB RAMP X.00WN x,_ uP BACK OF WAIKI� 5 GUTTER FLOW LINE SECTION T-T SLOPED STREET FOR SLOPED STREETS, MULTIPLY THE DIMENSIONS PARALLEL TO THE STREET, X AND Z. UPSTREAM AND DOWNSTREAM OF THE RAMP, BY THE FACTORS IN THE FOLLOWING TABLE. FOR EXAMPLE, X.DOWN = X z K.DOWN S K.DOWN K.UP 0% 1.000 1.000 0.2% 0.977 1.025 0.5% 0.943 1.064 1% 0.893 1.136 2% 0.806 1.316 ' 3% 0.735 1.563 4% 0.676 1.923 5% 0.625 2.500 TABLE 2 - SLOPE ADJUSTMENTS TABLE 2 REFERENCE FORMULAS: K.DOWN = 8.333% / (8.333% + S) K.UP = 8.333% / (8.333% - S) STREET SLOPE ADJUSTMENTS 1 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111 -4 qHFET F 0 12" 305 mm E 3/4" -- o m' c. m E 19 m) a (2 SINGLE 6 — ® ® ® PATTERN "TRUNCATED D DOME' ( mm) (6 mm) 2, • 60 mm) GROOVING DETAIL DETECTABLE WARNING DETAIL CONSTRUCT FENCE OR HANDRAIL X�Z PER CONTRACT PLANS fs 6" ,(150 mm) m� PAVED SURFACE RETAINING CURB PAYED SURFACE DETAIL A DETAIL B GRADED SLOPE 2:1 6" (150 mm) MAX --UNPAVED SURFACE RETAINING CURBS UNPAVED SURFACE 1 DETAIL C DETAIL D GENERAL NOTES: 1. CONCRETE SHALL BE CLASS 520-C-2500 (310-C-17) CONFORMING TO SSPWC 201-1.1.2 AND SHALL BE 4" (100 mm) THICK. 2. THE RAMP SHALL HAVE A 12" (305 mm) WIDE BORDER WITH 1/4" (6 mm) GROOVES APPROXIMATELY 3/4" (19 mm) OC. SEE GROOVING DETAIL 3. THE RAMP SURFACE SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE CONFORMING TO SSPWC 303-1.9. 4. USE DETAIL "A" OR B" IF EXISTING SURFACE BEHIND LANDING IS PAVED. 5. USE DETAIL "C" OR D" IF EXISTING SURFACE BEHIND LANDING IS UNPAVED. 6. R = 3' (900 mm) UNLESS OTHERWISE SHOWN ON PLAN. 7. ANGLE _ A/2 UNLESS OTHERWISE SHOWN ON PLAN. & CONSTRUCT DETECTABLE WARNING SURFACE PER DETAIL THIS SHEET. MATERIALS SHALL BE PER CONTRACT DOCUMENTS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STAND RD PLAN CURB RAMP 111-4 r I 1 i CALTRANS STANDARD PLANS I 1 I 1 I i i 1 i I i I I -20M—STAeao PLAN a_ — _ ! � IN pit 2 -CCU ! - oo = ¢' \ � ;ko § :&■ - _ - . OW mp «-- / - � . ZVI R . w � . � � • ! . ! ! ! . | � , |! | � . | , ` �f! ' !�!;||• 1,, !{| -� , » !i. s � | � � i ! | ! � | § |� r � - _ _ Z � � �!„!. | � � • ` ! � �| | | . i - � RNSE � � �,g § \j \ \�G \ § §§ hQHb0 wBB � § hghHQ § Q � . ! .!! � !l.; . ! ., ,. � !!| !§ , .■■:�:!§! �. .. .l.! . , !!! ■ .!! | • ! ! � _ � � � ! !!! ! . |; • , ! • ' ! | ! � � • ' | ` o .■„ l : ,, ,!l , ; . . � |!�,■ !�| ! I. |.:., !{. ;l�l. l.�il . ,: � l, l : 2008 STANDARD PLAN A20A OW t 8 z } 2 2Wtl1 N }t} � w WzJ Q IX ZIM FS eE S�¢E B JO - Ia F wat z W Q. Z ` g 8 � > tlo J EA. Q Z ' o Lee lee rr II fff t w I 3 " so ? 111® ® �-__®® _ wo ® ® ® en IL z 0 0 0 e e o —re o aT~r ®re r T r e ®e :+� 1— T 17E: a ri iN i Obl o w '� ^ iee o lies LO z In � o a• o dq o ^}� Te n dae al d n{ aryl®e J _ 0 IN alfifiI �.I� • eel so J e - e e� e i a 1 a a 1 O o o v o 0 0 0 v 0 0 11I} 0 l at0 i o1x J b ® Z r ww ice® 1 1 1 1 1 1 0 - a I a.I f f 0 w r r t w r 0 e o o w w w 0 w 0 0 0 0 t 5 STANDARD PLAN A200 w QW .g€ o • I: � � o N J iii p F :[-'% �.j,.-.yrl f WU YF w i Lu 111. U -1 'A - d Y. rAM a- z � z-I' `1 s-IF =1f-i t I f 66g a1�Ll }1 °1 In1i'r4 ® ®o �� 06: S:F Ft '�..xl FI � �I FI 1 w 1■ m,; ■ ®m-t ®:I. go w 5 �e o 0 o v z :� � ,f I i� • ml®• ` 0 0 • o o • o 00 3 ° e : • o 0o d � :, I• ® I a • • o • fI O � �• • • o o 'i• me so 00 N m m ^ go am �■ ■� ® .Ll■■ m ZR c o 0 0 0 wo $$ r yXwj W O it w ° � W d N I W ¢ 4 � ®1 ®1 ®1 ®1 = z ~ W V W ? O wo 0 0 c 0 0 0 6 — 2006 STANDARD PLAN A20C lel T21 1� 3 he# & « S � r `I bT— Q mom a 1_.Lp �� ad g= -C �I�1ft `s F e of �rm ,�� T•-r—m g� �` LL� 86 ~QJ d p z W~V z pe d m z{ W 0e } m N° Liu=) so X a o w p M' m P a Erw i mbl �6 J it p� u m a 3 N L� F S iZ J S U W 2 i f w a R U J e €g a • � e a e Y ` o m 7 • 99. 2006 STANDARD PLAN A20D _. y Mww LUZ • � �.' (€[ s Is m aE � w ��e�: ogee a�^ � ¢J� i N :v.�yb 'INE W W 2 J I WM< '! a z 0 .Y NFU oz _ Faa ae : � o p¢~ b � U W SCI V Z J N 0 L e 00 6a- ;E` I u • � ' � 8 a pW = W 1Y O F � i ` ~ J N N S E 8•! 'l o Y1 a i s w oW '" p8 fys ra a .• 0615 � i F zz F o ® 1 �` F i 00 op r '^ N U Z U �I F K X X W W W y W F F S� y ❑ z ? ■ [ z S J 2 J U • U W a O + ¢ Z = 5 € �, = / ❑% r m t a a . m wm 1 ❑ ■ W W W W W i2006 STANDARD PLAN A24A ��Er ee N G cc zer Lu 2a W i a 6 �W > s 17 s °g o I o 'KK �/ A-.a zOAltry� �3In i 4c I 1:7til I"I ! F � n •F o� 3 - -v a i I Kt - b a 9 2006 STANDARD PLAN A248 z ~ r€F Z I Y Tit =mmm ( ;p W6 o a „ig W LL Pi TV l u i .o-ez o 3 ¢ a � i 1 0 ' I r I ' I I � j b i • u i r 1 rc gd at l g � b y Y H-TF-i= O 10 ww ..H..tl\.....\\.-..IA-.-.l\...N... Mons arJr ON MEMMOMMEM e.u.w.00� •Ap.H.Ca■:�--.wL_GNM no .\HN\\..pp\.Y\'\l-Y..-'D\..-.\\\ \tl...HY.\\.pp\\�/.ate/\..p..- ..p..tlW..-N...\\....-...W.��.Y�...p\.\. mus WMEMEMERNME US ��■■■1:71f1`\Nil . -N--__--.� 11■�■Il�'11■�1■■ 11■■N■■■■II I=_C==�== POP �NNNNNNN� -N—N—N-- I-- —I.—\--NN�I--. on OR No NOON a�i�.�■■:. .N: �- �� NOON ■■■ ■■���■�.�■■�.�■���■■ NOON . - ■n■ NOON■��■��■���■■■■ NOON : . .. ■N■ ■UN%i % \ OM N■ NONE ■■■ 20 0/Ga■ON1- ■ D■w�. ■■■ NOON �rWEENEE■ =_■■■■..M ■N■■ 81 INS boll ZZ : 00800 - _� = X06000 — IN=R== m�� _-�_�S°- ELM MC il its S S°_ - S . 0 �— -- Bee cc -_jM___ a °__ _ NO I BEE =e°p_ :�____ ° ==- CM c� 22 CvCC Cm no o� e= 090000 909999 0A0990 - == __== ► ME °_=8 _ mmiwiw =am ��lmiwn -__ in---------- IfNi� OS-_'----1- ----� ----- llllfl - /A�I��.�ffll�fff !off\�B.flfli Nf1i ff�\�i/_i Suulifo►_.o NNIIf11fNf1 ffN/i1flflNf _ ff�L�tl11�N►`.�� ---e- .-- -'-i=- -T'N _�-S I�I_�flfl/r►\II.i1 __ �i%ffl N-ICJff - ----S-T'---_ --- -- E I II•\ff - ASS � ��YCSS ---- - -- -fluff -------- Ifffff 1 I CALIFORNIA MUTCD STANDARDS 1 1 1 I T I 1 1 1 1 California MUTCD Page 3A4 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Figure 3A-101(CA). Centerlines - 2 Lane Highways DETAIL 1 POLICY 71.64 m (1B X) 2.14. Slam 2.14.. 5.18m 2.14m Centerline pattern for use on two-lane streets I7XI I 117f11 Ilfq I (17X) (74)I and higghways (normally used on local streets Q Q Q and hlghways). DETAIL 2 74.64 m(484) 259. 274 5.18m 2.14 2.59m Centerline pattern with pavement markers for f OaS ft) 117X1 Ills) (85X)❑ use on two-lane streets and highways. i DETAIL 3 (Deleted) DETAIL 4 14.64 m(48 X) tam 2.4/m 4.eam 2.um 2.4dm Alternate to Detail 2. For use at problem + (aft) I (a fit) I O6e) I (afl) 116 s1 locations where it is difficult to place and ❑ O O O 090 O ❑ maintain centerline because of moisture, sand, ht.am(40) � i22-(0) etc. DETAIL 5 14.64 m 148 X) Centerline pattern for use on two-lane streets 3.66m(12ft 10.98m(36 X) 3.66. 11211, and highways (normally used on local streets O O and highways). DETAIL 6 14.614 m(48 X) 5.48m 3.ccm 5.69m Centerline pattern with pavement markers for ,� ❑ (tea) I hzk I (18X) ❑ use on two-lane streets and highways. DETAIL 7 UNm(48Iq Alternate to Detail 6. For use at problem 5.49m 3.66m 5.49m I locations where it is difficult to place and �.- ❑ (1e1q O 20 O (18 s) ❑ maintain centerline because of moisture, sand, 0 etc. 1 LEGEND 200 mm(4 in)Yellow ❑Iwo-way Yellow Reboreflective Markers Direction of Travel O Non-Retroreflective Yellow Markers NOT TO SCALE Chapter 3A—General January 21,2010 Part 3-Markings w California MUTCD Page 3A-7 (FHWA's MUTCD 2003 including Revisions I and 2,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 r local streets and highways). See Note 2. y 75 mm(3 in) DETAIL 22 1— 732m(24ff) I 7.32m 124 N1 ❑ ❑ ❑ mm(2 in) Two-direction no-passing pattern with pavement =75 mm(3 in) markers for use on two-lane streets and 50 mm 12 in) highways. See Notes 1 and 2. y DETAIL 23 7.32 m(24 IQ I 732m(24 k) 0000000000000—is m 13 in) Alternate to Detail 22. For use with either Detail [1000000000000 000000I000I0I0❑ m 4or Detail 7. 122 m(4 ft)� r y F1.22m(4k) 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 0 100 mm(4 in)Yellow ❑ Two-Way Yellow Retroreflective Markers —w Direction of Travel O Non-Retroreflective Yellow Markers NOT TO SCALE Chapter 3A-General January 21,2010 Part 3-Markings California MUTCD Page 3A-9 (FHWA's MUTCD 2003 including Revisions I and 2,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 y highways may be used on local streets and highways. It is generally dropped at the _ beginning of the intersection flares on so mm It in) ` conventional highways. See also Detail On the 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 Oglm "'1 ggtm Right Edge Line Extension Through �3 AI I 766m17t fl) (J fl) 3.6lim lit fl) 13 fl) Intersections pattern for use to extend the right 0 0 edgeline through an intersection where climatic conditions, such as areas of heavy fog, may require additional guidance. ' LEGEND 0 100 mm (4 in) White —► Direction of Travel NOT TO SCALE (This space left intentionally blank) Chapter 3A-General January 21,2010 Part 3-Markings 1 California MUTCD Page 3A-16 (FHWA's MUTCD 2003 including Revisions I and 2,as amended for use in California) Figure 3A-112(CA). Channelizing Line and Lane Line/Centerline Extensions DETAIL 38- Channelizing Line POLICY 200 mm(8 in)White Line Right-Turn lanes on Stale highways. Pavement -s0mmlz in) Markers when used should be place on the through traffic side only. 7.32m 124 It) 7]2m(248) ' Through Traffic —I- DETAIL 38A- Channelizing Line Typical channelizing line for use on Left-Turn or 200 mm(8 in)White Line Right-Turn lanes on local streets and highways ' and freeway off-ramp terminals. DETAIL 38B -Channelizing Line at Exit Ramps 0 —so mml2 in) Typical channelizing line for use on Exit Ramps. Pavement Markers as shown may also be placed 200 mm(8 in)While Line on the line. 0 0-50 mm tin) 732. (248) 1 7.32.(248) I DETAIL 38C-Alternate to Detail 38 and 38B 1888881888881 6 E i ,`'7• 7.32.124 h) DETAIL 39-Bike Lane Line 150 mm 6 in White Line DETAIL 39A-Bike Lane Intersection Line ® ,44 --- 30.)100 ft)to 60.)2008) - ----4►it-Intersedbn 0 4 �. I.41m 1 11 R\ (e hi P81 ut 150 mm(6 in)White Line DETAIL 40-Lane Line Extension Through Intersections The Lane Line Extension Through Intersections 0.30 m1 1&3m line is used to extend the lane line through an (I al (e a) 100 mm(4 in)While Line intersection that might otherwise be confusing DETAIL 40A-Alternate to Detail 40 to the motorist. O O 0 0 O O O 122. 1401 --Nan-Retroreflective White Markers DETAIL 41- Centerline Extension Through Intersections 0 The Centerine Extension Through Intersections DAM MI 1160) i line is used to extend the centerline through an 100 mm(4 in)Yellow Line intersection that might otherwise be confusing DETAIL 4fA-Alternate to Defail41 to the motorist. O O O O O O �! 122. NOT TO SCALE i4 111 � Nan-Retroreflective Yellow Markers LEGEND White Line O Non-Retroreflective White Markers y Direction of Travel Yellow Line O Non-Retroreflective Yellow Markers 0 One-Way Clear Retroreflective Markers Chapter 3A—General January 21,2010 Pad 3-Markings ' California MUTCD Page 3B-1 (FHWA's MUTCD 2003 including Revisions] and 2,as amended for use in California) CHAPTER 3B. PAVEMENT AND CURB MARKINGS Section 3B.01 Yellow Centerline Pavement Markings and Warrants Standard: ' Centerine pavement markings,when used,shall be the pavement markings used to delineate the separation of traffic lanes that have opposite directions of travel on a roadway and shall be yellow. Option: ' Centerline pavement markings may be placed at a location that is not the geometric center of the roadway. On roadways without continuous centerline pavement markings, short sections may be marked with ' centerline pavement markings to control the position of traffic at specific locations,such as around curves, over hills,on approaches to highway-railroad grade crossings, at highway-railroad grade crossings,and at bridges. Standard: The centerline markings on two-lane,two-way roadways shall be one of the following as shown in Figure 3B-1: A.Two-direction passing zone markings consisting of a normal broken yellow line where crossing the centerline markings for passing with care is permitted for traffic traveling in either direction; B. One-direction no-passing zone markings consisting of a normal broken yellow line and a normal solid yellow line where crossing the centerline markings for passing with care is permitted for the traffic traveling adjacent to the broken line,but is prohibited for traffic traveling adjacent to the solid line; and C. Two-direction no-passing zone markings consisting of two normal solid yellow lines where crossing the centerline markings for passing is prohibited for traffic traveling in either direction. The centerline markings on undivided two-way roadways with four or more lanes for moving motor vehicle traffic always available shall be the two-direction no-passing zone markings consisting of two normal solid yellow lines as shown in Figure 3B-2. Guidance: ' On two-way roadways with three through lanes for moving motor vehicle traffic,two lanes should be designated for traffic in one direction by using one-or two-direction no-passing zone markings as shown in Figure 3B-3. Standard: Centerline markings shall be placed on all paved urban arterials and collectors that have a traveled way of 6.1 an (20 ft)or more in width and an ADT of 6,000 vehicles per day or greater. Centerline markings shall also be placed on all paved two-way streets or highways that have three or 1 more lanes for moving motor vehicle traffic. Guidance: Centerline markings should be placed on paved urban arterials and collectors that have a traveled way of 6.1 in(20 ft)or more in width and an ADT of 4,000 vehicles per day or greater. Centerline markings should also be placed on all mral arterials and collectors that have a traveled way of 5.5 in(18 ft)or more in width and an ADT of 3,000 vehicles per day or greater.Centerline markings should also be placed on other traveled ways where an engineering study indicates such a need. Engineering judgment should be used in determining whether to place centerline markings on traveled ways that are less than 4.9 in(16 ft)wide because of the potential for traffic encroaching on the pavement edges, traffic being affected by parked vehicles,and traffic encroaching into the opposing traffic lane. Option: Centerline markings may be placed on other paved two-way traveled ways that are 4.9 in(16 ft)or more in width. If a traffic count is not available,the ADTs described in this Section may be estimates that are based on engineering judgment. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings 1 ' California MUTCD Page 311-2 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) Standard: Centerline patterns shall be selected from those shown in Figures 3A-101(CA)and 3A-104(CA). Raised relroreflective pavement markers shall be used to supplement the centerline markings on State highways,except in snow areas. ' Support: On horizontal curves with radii less than 1000 m(3280 ft)and without street lighting, Detail 22 instead of Detail 21 can be helpful in improving the delineation for centerline markings as it includes retrore0ective raised pavement markers. Detail 22 can be applied in advance of the approach to the curve per Table 2CA and continued throughout the length of the curve. Refer to CVC 21460 for Double Lines. Refer to CVC 21460.5 for Two-Way Left-Turn Lanes. ' Standard: A left edge line shall consist of a solid 100 mm(4 in)wide yellow line,yellow reflective pavement markers or a combination of line and markers as shown in Figure 3A-105(CA). Option: Two normal solid yellow lines may be used as a left edge line on a divided roadway for more emphasis when motorists tend to use the shoulder for a through lane or where encroachments onto the shoulder occasionally occur. Support: Left edge line patterns for median islands are shown in Figure 3A-107(CA). Section 311.02 No-Passing Zone Pavement Markings and Warrants Standard: No-passing zones shall be marked by either the one direction no-passing zone pavement markings or the two-direction no-passing zone pavement markings described previously and shown in Figures 311-1 and 311-3. When centerline markings are used,no-passing zone markings shall be used on two-way roadways at lane reduction transitions(see Section 3B.09) and on approaches to obstructions that must be passed on the right(see Section 3B.10). 6uidafiee� I V.Lhofe the dktafloe bar ing zones is less than !20­m,(40041),-rm-pasRng markings should eennee!the zones. Standard: If the gap between successive no-passing zones is less than the sight distance for the prevailing speed I shown in Table 313.1,the no-passing zone shall be continuous. Where centerline markings are used,no-passing zone markings shall be used on approaches to ` highway-rail grade crossings in conformance with Section 811.20. Option: .._. In addition to pavement markings,no-passing zone signs(see Sections 213.29,213.30,and 2C.35)may be used to emphasize the existence and extent of a no-passing zone. Support: Section 11-307 of the"Uniform Vehicle Code(UVC)Revised"contains further information regarding no-passing zones. The"UVC"can be obtained from the National Committee on Uniform Traffic Laws and Ordinances at the address shown on Page i. Standard: On two-way,two-or three-lane roadways where centerline markings are installed,no-passing zones shall be established at vertical and horizontal curves and other locations where an engineering study indicates that passing must be prohibited because of inadequate sight distances or other special conditions. On three-lane roadways where the direction of travel in the center lane transitions from one direction to the other,a no-passing buffer zone shall be provided in the center lane as shown in Figure 311-4.A lane transition shall be provided at each end of the buffer zone. The buffer zone shall be a median island that is at least 15 m(50 ft)in length. Chapter 3B-Pavement and Curb Markings January 21,2010 Part 3-Markings ' California MUTCD Page 311-3 (FHWA's MUTCD 2003 including Revisions] and 2,as amended for use in California) Guidance: For three-lane roadways having a posted or statutory speed limit of 70 km/h(45 mph)or greater,the lane transition taper length should be computed by the formula L=0.62 WS for speeds in km/h(L=WS for speeds in mph).For roadways where the posted or statutory speed limit is less than 70 km/h(45 mph),the ' formula L=WS2/155 for speeds in km/h(L=WS2/60 for speeds in mph)should be used to compute taper length.Under both formulas,L equals the taper length in meters(feet),W equals the width of the center lane or offset distance in meters(feet),and S equals the 85th-percentile speed or the posted or statutory speed limit,whichever is higher. Standard: The minimum lane transition taper length shall be 30 in (100 ft)in urban areas and 60 in(200 ft) in rural areas. On roadways with centerline markings,no-passing zone markings shall be used at horizontal or vertical curves where the passing sight distance is less than the minimum necessary for reasonably safe passing at the 85th-percentile speed or the posted or statutory speed limit as shown in Table 311-1.The passing sight distance on a vertical curve is the distance at which an object 1.07 in (3.5 ft)above the pavement surface can be seen from a point 1.07 in(3.5 ft)above the pavement(see Figure 311-5). Similarly,the passing sight distance on a horizontal curve is the distance measured along the centerline(or right-hand lane line of a three-lane roadway)between two points 1.07 in(3.5 ft)above the pavement on a line tangent to the embankment or other obstruction that cuts off the view on the inside of the curve(see Figure 311-5). Support: The beginning of a no-passing zone at point"a"in Figure 311-5 is that point where the sight distance first becomes less than that specified in Table 311-1.The end of the no-passing zone at point"b"in Figure 311-5 is that point at which the sight distance again becomes greater than the minimum specified. Support: Refer to CVC 21750 through 21759 for overtaking and passing. Refer to CVC 21460 for Double Lines. CVC 21752 restricts passing(driving on left side of a two-way roadway)when approaching within 30 m(100 ft)of or when traversing any intersection or railroad grade crossing.CVC 21752 also restricts passing(driving on left side of a two-way roadway)when the view is obstructed upon approaching within 30 m(100 ft)of any bridge,viaduct,or tunnel. ' The patterns and policy for intersection markings are shown in Figure 3A-109(CA). Standard: No-passing zone patterns shall be selected from those shown in Figures 3A-103(CA)and 3A-104(CA). Guidance: ' The no-passing zone markings at intersections,when used,should be between 30 m(100 ft)and 90 m(300 ft)in length at the approach to an intersection and placed in a pattern as shown in Figure 3A-109(CA). Section 311.03 Other Yellow Longitudinal Pavement Markines Standard: If reversible lanes are used,the lane line pavement markings on each side of reversible lanes shall consist of a normal double broken yellow line to delineate the edge of a lane in which the direction of travel is reversed from time to time,such that each of these markings serve as the centerline markings of the roadway during some period(see Figure 311-6). Signs(see Section 211.25),lane-use control signals(see Chapter 4J),or both shall be used to supplement reversible lane pavement markings. If a two-way left-turn lane that is never operated as a reversible lane is used,the lane line pavement markings on each side of the two-way left-turn lane shall consist of a normal broken yellow r. line and a normal solid yellow line to delineate the edges of a lane that can be used by traffic in either direction as part of a left-turn maneuver.These markings shall be placed with the broken line toward the two-way left-turn lane and the solid line toward the adjacent traffic lane as shown in Figure 311-7. W Chapter 311 -Pavement and Cub Markings January 21,2010 Part 3-Markings 1 ' California MUTCD Page 36-4 (FHWA's MUTCD 2003 including Revisions and 2,as amended for use in California) Option: Pavement marking arrows may be used in conjunction with the two-way left-turn lane markings as shown in Figure 3B-7. I Guidaaeer Signs sheold maybe used in conjunction with the two-way left turn markings(see Section 2B.24). Standard: If a continuous median island formed by pavement markings separating travel in opposite directions is used,two sets of double solid yellow lines shall be used to form the island as shown in Figures 311-2 and 311-4.Other markings in the median island area shall also be yellow,except crosswalk markings which shall be white(see Section 3B.17). On State highways, reversible lanes shall be separated by physical barriers or delineators. Support: A two-way left-turn lane is a lane reserved in the center of a highway for exclusive use of left or U-turning vehicles. Refer to CVC 21460.5. It is normally used where there are many points of access. Standard: The two-way left-turn lane markings shall be selected from those shown in Figure 3A-108(CA). Option: Optional treatments at signalized, major and minor intersections as shown in Figure 3B-7(CA)may be used. Two-way opposing pavement arrows may be used as shown in Figure 3B-7(CA).The arrows may be supplemented by Two-Way Left Turn Lane(R67(CA))sign at new installations and problem locations. Guidance: A gap in the markings should be made at all intersections. Support: For left turn channelization,see Figure 3B-101(CA)and Department of Transportation's Highway Design Manual, Section 405.2.See Section 1A.11 for information regarding this publication. Channelized left-turn lanes in combination with continuous raised-curb medians are used instead of two-way left- turn lanes(TWLTL)if one or more of the following conditions exist: • Average daily traffic volumes exceed 20,000 vehicles per day For remediation where there is a demonstrated crash problem, • Wherever a need is demonstrated through engineering study. ' Section 311.04 White Lane Line Pavement Markings and Warrants Standard: When used,lane line pavement markings delineating the separation of traffic lanes that have the same direction of travel shall be white. Support: Examples of lane line markings are shown in Figures 3B-2, 3B-3, 3B-7 through 3B-13, 3B-22,-3B 24 313- I 23(CA),and 3B-26. Standard: Where crossing the lane tine markings with care is permitted,the lane line markings shall consist of a normal broken white line. Where crossing the lane line markings is discouraged,the lane line markings shall consist of a normal solid white tine. Option: Solid white lane line markings may be used to separate through traffic lanes from auxiliary lanes, such as uphill truck lanes, left-or rigbt-turn lanes,and preferential lanes.They may also be used to separate traffic lanes approaching an intersection. Wide solid lane line markings may be used for greater emphasis. Standard: Where crossing the lane line markings is prohibited,the lane line markings shall consist of two normal solid white lines. Lane line markings shall be used on all freeways and Interstate highways. r Chapter 3B-Pavement and Curb Markings January 21,2010 Part 3-Markings ' California MUTCD Page 313-5 (FHWA's MUTCD 2003 including Revisionsl and 2,as amended for use in California) Guidance: Lane line markings should be used on all roadways with two or more adjacent traffic lanes that have the same direction of travel.Lane line markings should also be used at congested locations where the roadway will accommodate more traffic lanes with lane line markings than without the markings. Standard: Lane line patterns shall be selected from those shown in Figure 3A-102(CA).Detail 9 or 10(65 kmlh(40 mph) or less)or Detail 12 or 13(70 kmlh(45 mph)or more)shall be used on State freeways,expressways,freeway ramps,freeway to freeway connectors and collector roads,except when used in snow areas,the raised pavement markers will be recessed. Section 3B.05 Other White Longitudinal Pavement Markings Standard: A channelizing line shall be a wide or double solid white line. Option: Channelizing lines may be used to form channelizing islands where traffic traveling in the same direction is permitted on both sides of the island. Standard: Other pavement markings in the channelizing island area shall be white. Support: Examples of channelizing fine applications are shown in Figures 354 313-8(CA),35-9 313-9(CA),and 313- 13. Channelizing lines at exit ramps as shown in Figure 35-8 3B-8(CA)define the neutral area,direct exiting traffic at the proper angle for smooth divergence from the main lanes into the ramp,and reduce the probability of colliding with objects adjacent to the roadway. Channelizing lines at entrance ramps as shown in Figure 35-9 3B-9(CA)promote reasonably safe and efficient merging with the through traffic. Standard: I For exit ramps,channelizing lines shall be placed along the sides of the neutral area adjacent to the through traffic lane and the ramp lane.With a parallel deceleration lane,a 200 mm(8 in)wide dotted white lane drop line shall be extended from the beginning of the channelizing line upstream of the entire for a distance of one h-°the length of the full-width deceleration lane as shown in Figure 3B-8 3B- 8(CA) Option: White chevron markings may be placed in the neutral area for special emphasis as shown in Figure 313-8 I 3B-8(CA). Guidance: For entrance ramps,a channelizing line should be placed along the side of the neutral area adjacent to the ramp lane. For entrance ramps with a parallel acceleration lane,a lane line should be extended from the end of the I channelizing line for a distance of one had the entire length of the full-width acceleration lane as shown in Figure 35-9 3B-9(CA). Option: For entrance ramps with a tapered acceleration lane, lane line markings may be placed to extend the channelizing line,but not beyond a point where the tapered lane meets the near side of the through traffic lane as shown in Figure 35-9 3B-9(CA). Standard: Lane drop markings as shown in Figure 3B-19 313-10(CA)muy shall be used in advance of lane drops at exit ramps to distinguish a lane drop from a normal exit ramp or from an auxiliary lane. Option: The lane drop marking may consist of a wide,white dotted line with line segments 0.9 in(3 ft) in length separated by 2.7 in(9 ft)gaps. Guidance: Chapter 3B-Pavement and Curb Markings January 21,2010 Part 3-Markings I r California MUTCD Page 3B-6 • (FHWA's MUTCD 2003 including Revisions] and 2,as amended for use in California) If used,lane drop markings should begin 800 m(0.5 mi)in advance of the theoretical gore point. I If the dropped lane is an auxiliary lane 0.8 km(112 mi)or less in length,the lane drop line should extend throughout the entire length. Option: 1° solid white cha Where lane changes might cause conflicts,a wide tmelizing line may extend upstream from the theoretical gore point. Standard: ' The lane drop line pattern shall be as shown in Figure 3A•111(CA). Support: See Figures 3A-111(CA),3B-8(CA),3B-9(CA),3B-10(CA),3B-12(CA)and 3BA07(CA)for further details of markings and signing. Option: A 200 mm(8 in)wide single solid white line preceded by a 200 mm(8 in)wide dotted white line may be placed in advance of an intersection where the outside lane is dropped at the intersection,and as a result, creates a mandatory turn lane. Standard: If used,diagonal lines shall be the same color as the edge line. Section 3B.06 Edge Line Pavement Markings Standard: If used,edge line pavement markings shall delineate the right or left edges of a roadway. Except for dotted edge line extensions (see Section 3B.08),edge line markings shall not be continued through intersections or major driveways. If used on the roadways of divided highways or one-way streets,or on any ramp in the direction of travel,left edge line pavement markings shall consist of a normal solid yellow fine to delineate the left edge of a roadway or to indicate driving or passing restrictions left of these markings. If used,the right edge line pavement markings shall consist of a normal solid white line to delineate the right edge of the roadway. Guidance: Edge line markings should not be broken for minor driveways. ' Support: Edge line markings have unique value as visual references to guide road users during adverse weather and visibility conditions. Option Wide solid edge line markings may be used for greater emphasis. Standard: A right edge line shall consist of a solid 100 mm(4 in)wide white line. Guidance: The edge line should be placed 50 mm(2 in)in from the edge of traveled way,approximately 3.6 m(12 ft)from the lane line or centerline on highway mainlines,ramps,and connectors.See Figure 3A-106(CA). ' Generally,the solid edge line should be dropped at the beginning of intersection flares. Option: In heavy fog areas,or locations where additional guidance would be beneficial,a dotted 100 mm(4 in)wide white right edge line may be continued across an intersection. Support: Edge line is not used at turnouts.See Figure 3B-108(CA), Standard: Exit and entrance ramps, including freeway connectors,shall be marked with a yellow edge line I supplemented with yellow reflective pavement markers on the left and a white edge line on the right. See Figure 3A-105(CA). Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings ' California MUTCD Page 3B-7 (FRWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Section 3B.07 Warrants for Use of Edee Lines Standard: Edge tine markings shall be placed on paved streets or highways with the following characteristics: A.Freeways; B.Expressways; and C.Rural arterials with a traveled way of 6.1 in(20 ft)or more in width and an ADT of 6,000 vehicles per day or greater. ps Guidance: Edge line markings should be placed on paved streets or highways with the following characteristics: A.Rural arterials and collectors with a traveled way of 6.1 m(20 ft)or more in width and an ADT of 3,000 vehicles per day or greater. - B.At other paved streets and highways where an engineering study indicates a need for edge line markings. Edge line markings should not be placed where an engineering study or engineering judgment indicates 1 that providing them is likely to decrease safety. Option: Edge line markings may be placed on streets and highways with or without centerline markings. Edge line markings may be excluded,based on engineering judgment,for reasons such as if the traveled way edges are delineated by curbs,parking,bicycle lanes,or other markings. Edge line markings may be used where edge delineation is desirable to minimize unnecessary driving on paved shoulders or on refuge areas that have lesser structural pavement strength than the adjacent roadway. Standard: Edge lines shall be used on all State highways,except urban type streets with curbs and parking provisions. - - Option: The Two-way Traffic(W6-3)sign may be used in conjunction with edge lines at)orations where motorists could perceive that they are on a one-way roadway when,in fact,they are on a two lane,two-way highway.See Section 2C.34 for W6-3 sign. Section 3B.08 Extensions Through Intersections or Interchanges Standard: I Pavement markings extended into or continued through an intersection or interchange area shall be the same color and at least th P same width as the line markings they extend(see Figure 313-11). Option: A normal line may be used to extend a wide line through an intersection. Guidance: Where highway design or reduced visibility conditions make it desirable to provide control or to guide vehicles through an intersection or interchange,such as at offset,skewed,complex,or multilegged intersections,on curved roadways,or where multiple turn lanes are used,dotted line markings should be used to extend longitudinal line markings through an intersection or interchange area. Option: Dotted edge line extensions may be placed through intersections or major driveways. Guidance: Where greater restriction is required,solid lane lines or channelizing lines should be extended into or continued through intersections or major driveways.However,edge lines should not be extended into or continued through intersections or major driveways as solid lines. A single line of equal width to one of the lines of the double line should be used to extend a double line to through an intersection. To the extent possible,pavement marking extensions through intersections should be designed in a manner that minimizes potential confusion for drivers in adjacent or opposing lanes. Support: I See Figure 3A-112(CA),Detail 40 and 40A for lane line extensions. r Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings r California MUTCD Page 3B-12 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) for 3 markeps,at 413 points - A markers,and at !j4 points for At least one retrorellective or internally illuminated marker per group shall be used or a retroreflective or internally illuminated marker shall be installed midway in each gap between successive groups of nonretroreflective markers. When raks kers shall be equally spneed at no greater than N14,with retForefleetive oF interantly illuminated units at a spacing The widths s and patterns of raised pavement markers shall conform to the details shown in Figures 3A- 101(CA)through 3A-112(CA).See Section 3A.05. Guidance: Raised pavement markers should not substitute for right edge line markings. Standards I When raised pave npnt manawng si-listitute fosr dotted lines,they shall be spneed at HO gFeater ithan NA,with not less than ene raised pavement maFlker per detiled line.At least one raised marker eveFy N stand- rd Illuminated. Option: When substituting for wide lines,raised pavement markers may be placed laterally adjacent to each other to simulate the width of the line. Standard: I If used on State highways, internally-illuminated raised pavement markers shall be installed by an encroachment permit and include a maintenance agreement as a provision of the permit for the service life of the markers. Section 3B.15 Transverse Markings Standard: Transverse markings,which include shoulder markings,word and symbol markings,stop lines, yield lines,crosswalk lines,speed measurement markings,speed hump markings, parking space markings,and others,shall be white unless otherwise specified herein. I Guidance: Because of the low approach angle at which pavement markings are viewed,transverse lines should be proportioned to provide visibility equal to that of longitudinal lines. Standard: Pavement marling letters,numerals,and symbols shall be installed in accordance with the Pavement Markings chapter of the"Standard Highway Signs"book(see Section 1A.11). I Crosswalk markings near schools shall be yellow.Refer to CVC 21368 and Part 7. I Support: Refer to Department of Transportation's Standard Plans for pavement marking letters,numerals and symbols.See Section 1A.11 for information regarding this publication Section 3B.16 Stop and Yield Lines Standard: If used,stop lines shall consist of solid white lines extending across approach lanes to indicate the point at which the stop is intended or required to be made. If used,yield lines(see Figure 3$-14 3B-14(CA))shall consist of a row of solid white isosceles I triangles pointing toward approaching vehicles extending across approach lanes to indicate the point at which the yield is intended or required to be made. Guidance: Stop lines should be 300 to 600 mrrr(12 to 24 in)wide. Stop lines should be used to indicate the point behind which vehicles are required to stop,in compliance with a STOP(RI-1)sign,traffic control signal,or some other traffic control device,except YIELD signs. Chapter 3B-Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-13 (FHWA's MUTCD 2003 including.Revisionsl and 2,as amended for use in California) The individual triangles comprising the yield line should have a base of 300 to 00 mm(424e 24 in) I wide and a height equal to 1.5 times the base.The space between the triangles should be:76 4a300 into(34o 12 in). Option: 1 Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with a YIELD(RI-2)sign or a Yield Here to Pedestrians (RI-5 or RI-5a)sign. Guidance: ' If used,stop and yield lines should be placed a minimum of 1.2 in(4 ft)in advance of the nearest crosswalk line at controlled intersections,except for yield lines at roundabout intersections as provided for in Section 313.24 and at midblock crosswalks.In the absence of a marked crosswalk,the stop line or yield line should be placed at the desired stopping or yielding point,but should be placed no more than 9 in(30 ft)nor less than 1.2 in(4 R)from the nearest edge of the intersecting traveled way. Stop lines should be placed to allow sufficient sight distance to all other approaches to an intersection. If used at an unsignalized midblock crosswalk,yield lines should be placed adjacent to the Yield Here to Pedestrians sign located 6.1 to 15 in(20 to 50 ft)in advance of the nearest crosswalk line,and parking should be prohibited in the area between the yield line and the crosswalk(see Figure 313-15). Stop lines at midblock signalized locations should be placed at least 12 in(40 ft)in advance of the nearest signal indication(see Section 4D.15). Support: Drivers who yield too close to crosswalks on multi-lane approaches place pedestrians at risk by blocking other drivers' views of pedestrians. Support: As defined in CVC 377,a"limit line"is a solid white line not less than 300 mm(12 in)nor more than 600 mm(24 in) wide,extending across a roadway or any portion thereof to indicate the point at which traffic is required to stop in compliance with legal requirements. Standard: For all purposes,limit line(s)as defined per CVC 377shall mean stop line(s). A limit line shall be placed in conjunction with STOP(R7-1)signs on paved approaches,except where marked crosswalk exists. Guidance: If a sidewalk exists,the limit line should be placed in advance of an unmarked crosswalk area. Option: A limit line may be placed in advance of a crosswalk where vehicles are required to stop,in compliance with a STOP (R1-1)sign,traffic control signal or some other traffic control device. Support: If a marked crosswalk is in place,it would normally function as a limit line. Typical limit line markings are shown in Figure 3B-103(CA). Standard: The individual triangles comprising the yield line shall have a base of 0.6 in(2 ft)wide and a height of 0.9 m (3 ft).The space between the triangles shall be 0.3 m(1 ft). Support: Figure 3B-14(CA)shows typical yield line layout for streets and highways. Section 3B.17 Crosswalk Markings Support: Crosswalk markings provide guidance for pedestrians who are crossing roadways by defining and delineating paths on approaches to and within signalized intersections,and on approaches to other intersections where traffic stops. Crosswalk markings also serve to alert road users of a pedestrian crossing point across roadways not �+ controlled by highway traffic signals or STOP signs. At nonintersection locations,crosswalk markings legally establish the crosswalk. so Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings r r. .. California MUTCD Page 313-16 (FHWA's MUTCD 2003 including Revisionsl and 2,as amended for use in California) Policy on Parkins Restrictions Option: Local authorities may,by ordinance,provide for the establishment of parking meter zones and cause streets and highways to be marked with white lines designating parking spaces.Refer to CVC Section 22508. Standard: Where the proposed zones are on State highways,the ordinances shall be approved by the Department of Transportation. R, Local authorities shall furnish a sketch or map showing the definite location of all parking meter stalls on State highways before departmental approval is given. so Support: The District Directors have been delegated the authority to approve such ordinances. The desirable dimensions of parking meter stalls are 2.4 in(8 ft)by 7.3 m(24 ft)with a minimum length of 6.1 in(20 ft). Guidance: At all intersections, one stall length on each side measured from the crosswalk or end of curb return should have parking prohibited.A clearance of 1.8 m(6 ft)measured from the curb return should be provided at alleys and driveways. At signalized intersections parking should be prohibited for a minimum of two stall lengths on the near side and one 1 stall length on the far side.See Figure 3B-18(CA). Standard: The departmental approval for the installation of the parking meters shall be covered by an encroachment permit. 1 Option: Local authorities may by ordinance permit angle parking.Refer to CVC 22503, Support: Department of Transportation does not approve ordinances establishing angle parking on State highways. Diagonal parking stalls are not permitted on State highways. Section 3B.19 Pavement Word and Symbol Markines Support: Word and symbol markings on the pavement are used for the purpose of guiding,warning,or regulating I traffic. Symbol messages are preferable to word messages.Examples of standard word and arrow pavement markings are shown in Figures 3B-20 3B-20(CA)and 3B-24 3B-21(CA). Normally,pavement word and symbol markings supplement standard signing. Standard: Word and symbol markings shall be white,except as otherwise noted in this Section. Guidance: Letters and numerals should be '-..8 in(6 R)244 in(8 ft)or more in height. Word and symbol markings should not exceed three lines of information. If a pavement marking word message consists of more than one line of information,it should read in the direction of travel.The first word of the message should be nearest to the road user. Except for the two opposing arrows of a two-way left-tum lane marking(see Figure 3B-7),the longitudinal space between word or symbol message markings,including arrow markings,should be at least four times the height of the characters for low-speed roads,but not more than ten times the height of the characters under any conditions. ' The number of different word and symbol markings used should be minimized to provide effective guidance and avoid misunderstanding. Except as noted in the Option,pavement word and symbol markings should be no more than one lane in ' width. I T Cbapwr 3B-Pavement and Carb Markings January 21,2010 Pan 3-Markings ' California MUTCD Page 313-17 (FHWA's MUTCD 2003 including Revisionsl and 2,as amended for use in California) Guideaee= be 3 no( ) ef mofe in height Standard: If used,the SCHOOL pavement marking shown in Figure 3B-20(CA)and 7C-101(CA)shall be used and it shall be restricted to a single lane(See Section 7C.06). Word and symbol markings near schools shall be yellow as provided in CVC 21368.See Part 7. Option: Pavement word and symbol markings should maybe proportionally sealed spaced to fit within the width of the facility upon which they are applied. I Opt on: On narrow, low-speed shared-use paths,the pavement words and symbols may be smaller than suggested,but to the relative scale. Standard: The International Symbol of Accessibility parking space markings to"shall be placed in each r parking space designated for use by persons with disabilities. A blue background with white border may shall supplement the wheelchair symbol as shown in Figure 31119 313-19(CA). If used, new construction of accessible off-street parking spaces,and, loading and unloading areas shall include pavement marking details shown on Figure 3B-19(CA),or as shown on the Department's Revised Standard Plan A90A.The loading and unloading area shall be marked by a border and hatched lines.The border t shall be painted blue and the hatched lines shall be painted a suitable contrasting color to the parking space (blue or white paint is preferred). If used,new construction of accessible on-street parking shall include a blue painted curb,as shown on the Department's Revised Standard Plan A90B.If on-street parking designated and designed for persons with disabilities includes a loading and unloading area, it shall be marked by a border and hatched lines.The border shall be painted blue and the hatched lines shall be painted a suitable contrasting color to the parking space (blue or white paint is preferred). Loading and unloading areas shall include the words"NO PARKING"within the blue border and shall be painted in white letters no less than 0.3 m(12 in)high(See detail in Figure 3B-19.(CA)). Refer to California Code of Regulations Title 24,Section 1129B.4. Standard: Where through traffic lanes approaching an intersection become mandatory turn lanes,lane-use arrow markings(see Figure 3B-3136-21(CA))shall be used and shall be accompanied by standard signs. Lane use,lane reduction, and wrong-way arrow markings shall be designed as shown in Figure 3B-21 3B-21(CA). Guidance: Where through lanes become mandatory turn lanes,signs or markings should be repeated as necessary to prevent entrapment and to help the road user select the appropriate lane in advance of reaching a queue of waiting vehicles. Option: Lane-use arrow markings(see Figure 313 2-13B-21(CA))may be used to convey either guidance or mandatory messages.The ONLY word marking(see Figure 3B-20 3B-20(CA))may be used to supplement lane-use arrow markings (see Figure 3B-22). In situations where a lane reduction transition occurs,the lane reduction arrow markings shown in Figure 3B 2-1 3B-21(CA)maybe used. Guidance: Where crossroad channelization or ramp geometries do not make wrong-way movements difficult,a I lane-use arrow should be placed in each lane of an exit ramp near the crossroad terminal where it will be clearly visible to a potential wrong-way road user(see Figure 3B-23 3B-23(CA)). Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings t 1 California MUTCD Page 311-18 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) Option: The wrong-way arrow markings shown in Figure 3B- 3B-21(CA)may be placed near the downstream terminus of a ramp as shown in Figures 3B-23 3B-23(CA)end-3B-24 to indicate the correct direction of traffic flow and to discourage drivers from traveling in the wrong direction. A yield-ahead triangle symbol or YIELD AHEAD word pavement marking may be used on approaches to intersections where the approaching traffic will encounter a YIELD sign at the intersection(see Figure 3B- 25). Support: Lane-use arrow markings are often used to provide guidance in turn bays(see Figure 313-22),where tums may or may not be mandatory,and in two-way left-turn lanes(see Figure 3B-7). Arrows: I Standard: Where a turning movement is mandatory,an arrow marking accompanied by a regulatory sign shall be used.However,when an additional clearly marked lane is provided for the approach to the turning movement, the sign is not required.Refer to CVC Mill. Support: Examples of entrance/exit ramp terminal signs and pavement markings are shown in Figure 3B-23(CA). Guidance: The Type V arrows and warning signs, as shown in Figure 3B-104(CA), should be used at locations where motorists could perceive that they are on a one-way roadway when,in fact,they are on a two lane,two-way highway. Following are some typical situations: Construction sites where a two-lane highway is being converted to a freeway or an expressway. • Two-lane,two-way highways where ultimate freeway or expressway right-of-way has been purchased and grading for the full width has been completed. • Two-lane,two-way highways following long sections of multi-lane freeway or expressway. Exit Ramp Arrows: Standard: A minimum of two pavement arrows shall be placed on each freeway exit ramp lane. A Type V arrow shall be the first arrow,on the ramp,in the direction of travel when exiting the freeway. Where a mandatory movement is required,a Type I, II, III,IV,VII,orVlll arrow shall be placed with its point approximately 6.10 in(20 ft)preceding the limit line, crosswalk or"STOP"pavement legend.Where no mandatory movement is required,a Type V arrow shall be used at this location. All other additional arrows,when used,shall be a minimum of 7.32 in(24 ft)in length. All arrows shall be placed in the center of the lane and spaced approximately 30 in(100 ft)to 90 in(300 ft) apart. Guidance: The actual position and spacing should be determined in the field to provide the optimum visibility for traffic that may I attempt to enter the exit ramp in the wrong direction. Support: See Figures 313-21(CA)and 3B-23(CA). Entrance Ramp Arrows: Standard: A minimum of one Type I arrow, not less than 5.49 in(16 ft)in length,shall be positioned in the center of each freeway entrance ramp lane so that it is clearly in view of a right-way driver. Guidance: The distance between arrows,when more than one per lane is needed,should be 30 no(100 ft)to 90 m(300 ft).The Type V arrow should not be used on entrance ramps. Support: See Figures 3B-21(CA)and 3B-23(CA). Additional information on signing of ramp terminals is shown in Section 2E.50. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 313-19 (FHWA's MUTCD 2003 including Revisionsl and 2,as amended for use in California) Turn Lane Arrows: Standard: One directional arrow,a minimum of 2.44 m(8 ft)in length,shall be placed in the center of each turning lane near the point of entrance. Option: High approach speeds may justify the use of a longer arrow.Two or more arrows may be placed in long turning lanes. Support: See Figures 3B-7(CA)and 313-101(CA). Support: Refer to Section 2E.50 for Wrong-Way Traffic Control at Interchange Ramps. Option: Word and symbol markings may include,but are not limited to,the following.Other words or symbols may also be used under certain conditions. A. Regulatory: 1. STOP 2. RIGHT(LEFT)TURN ONLY 3. 40 km/h(25 MPH) 4. Arrow Symbols B. Warning: 1. STOP AHEAD 2. YIELD AHEAD 3. YIELD AHEAD Triangle Symbol 4. SCHOOL XING 5. SIGNAL AHEAD 6. PED XING 7. SCHOOL 8. RXR 9. BUMP 10. HUMP C. Guide: 1. US 40 2. STATE 135 3. ROUTE 40 Standard: Except at the ends of aisles in parking lots,the word STOP shall not be used on the pavement unless accompanied by a stop line(see Section 3B.16) and STOP sign(see Section 2B.04).At the ends of aisles in parking lots,the word STOP shall not be used on the pavement unless accompanied by a stop line. The word STOP shall not be placed on the pavement in advance of a stop line,unless every vehicle is required to stop at all times. The yield-ahead triangle symbol or YIELD AHEAD word pavement marking shall not be used unless a YIELD sign(see Section 2B.08)is in place at the intersection.The yield-ahead symbol marking shall be as shown in Figure 3B-25. L Guidance: A STOP pavement marking should be placed on all but minor approaches to State highways not controlled by signals. Option: Pavement markings with appropriate figures maybe used to supplement speed limit signs.See Section 28.13. Chapter 313-Pavement and Curb Markings January 21,2010 Part 3-Markings f California MUTCD Page 3B-25 (FHWA's MUTCD 2003 including Revisionsl and 2,as amended for use in California) Section 313.25 Markings for Other Circular Intersections r Support: Other circular intersections include but are not limited to rotaries,traffic circles,and residential traffic *«, calming designs. Option: "Y The markings shown in Figures 313-27 and 313-28 may be used at other circular intersections when engineering judgment indicates that their presence will benefit drivers or pedestrians. Section 3B.26 Speed Hump Markines Standard: If used,speed hump markings shall be a series of white markings placed on a speed hump to identify its location. Option: rta Speed humps,except those used for crosswalks,may be marked in accordance with Figure 313-29.The it markings shown in Figure 313-30 may be used where the speed hump also functions as a crosswalk or speed table. Support: Per CVC 440,speed humps or bumps are not official traffic control devices. Section 3B.27 Advance Speed Hump Markings Standard: If used,advance speed hump markings shall be a special white marking placed in advance of speed humps or other engineered vertical roadway deflections such as dips. Option: Advance speed hump markings may be used in advance of an engineered vertical roadway deflection where added visibility is desired or where such deflection is not expected(see Figure 3B-31). Advance pavement wording such as BUMP or HUMP(see Section 313.19)may be used on the approach to a speed hump either alone or in conjunction with advance speed hump markings.Appropriate advance warning signs may be used in conformance with Section 2C.24. Guidance: 1 If used,advance speed hump markings should be installed in each approach lane. Section 3B.101(CA)Diagonal and Chevron Markings Guidance: Diagonal and chevron markings should be used,when in the opinion of an engineer,it is necessary to add emphasis or to discourage vehicular travel upon a paint formed roadway feature such as an unusually wide shoulder area,a pedestrian refuge island,or a traffic divisional or channelization island. Diagonal lines,when used,should be installed between an edge line and traffic island,or between pairs of double yellow lines. Chevron markings,when used,should be installed between channelizing lines for traffic flows in the same direction. Support: The applicable channelizing lines for chevron markings are shown in Figure 3A-110(CA),Details 36,36A and 36B and pairs of lines shown in Figure 3A-112(CA),Details 38 and 38A. The diagonal lines or chevron markings are normally 300 mm(12 in)wide. Standard: Diagonal lines and chevrons shall be the same color as the line or lines to which they connect and shall I point at a 45-degree forward angle. Diagonal lines or chevrons,if used,shall be the same color as the edge line. Option: The spacing between these lines may vary from 0.3 in(1 ft)in a pedestrian crosswalk to 60 in(200 ft)for vehicular traffic. Chapter 3B-Pavement and Curb Markings January 21,2010 Part 3-Markings i 40 California MUTCD Page 3B-62 (FHWA's MUTCD 2003 including Revisionsl and 2,as amended for use in California) Figure 38-20(CA). Examples of Elongated Letters for Word Pavement Markings (Sheet 1 of 2) DD i :W mm toomm zOki Womm NMI IA mI NFI (am) I 10. IWmm toomm ISO) Ia FI WO NmJ (4 FI i p p 0 zoomm tmmm too mm Wmm tOUmm LOO mm LOB mm ISO) 11 Ft I<m) Ninl INS 00 D iW mm tI4mm tismm N lnl IB FI IQ In 0 IB FI IWmm (4 Imm IWmm 1Wmm p inl la ml 1<inl 11 ml - p 0 0 i20G. tao mm 20 Om tW mm IB inl Ninl B FI iB In) loo mm IN taomm 10D mm i Nim IS I.) 14.1 WO,NOT TO SCALE NOTES: 1. All letters and numerals should be in conformance with the standard alphabets for highway signs and pavement markings approved by Department of Transportation. 2. The design details for various words are also shown in Department of Transportation's Standard Plans. iChapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-63 (FHWA's MUTCD 2003 including Revisions] and 2,as amended for use in California) Figure 38-20 (CA). Examples of Elongated Letters for Word Pavement Markings (Sheet 2 of 2) aoo mm of mo la mm ma mm !r nl le ml nl Ir Ip t mm %mm IW mm (4 IPo mm pip It lrl 11 pn) D D D aoe�i iie YM mm ra)mn tou mm uml 14W p.m � D IB Ir IB it Up raa mm Iw mm rro mm p.ol pml 4:p � a0 ra oo n mm mo mm i raa mm :ao mm rmmm P:nl 14 1,1 dml NOT TO SCALE NOTES: I- All letters and numerals should be in conformance with the standard alphabets for highway signs and pavement markings approved by Department of Transportation. I2. The design details for various words are also shown in Department of Transportation's Standard Plans. 3. Half-size"BIKE LANE" legends are shown on Figure 9C-6(CA). Chapter 3B—Pavement and Curb Markings lamary 21,2010 Part 3-Markings t California MUTCD Page 3B-65 (FHWA's MUTCD 2003 including Revisionsl and 2,as amended for use in California) Figure 3B-21 (CA). Examples of Arrows for Pavement Markings (Sheet 1 of 2) e p _ e E %OsnI,MCN a i� '�-aRmnN N i R TYPE(ARROW _ �I'�eMmPro ' TYPE IARROW im..n roans Ram.n NOm I ��mnN �aMmnN �I TYPE IARROW TYPE II(LIARROW FOR TY U(R) ARROW, USE MARK WAGE) >mmlroXl� �IIieIXXI� �IlSm n�N� Ny UmRXI►I TI 2 E L MXmmnNOm e a e TYPE IV IL)ARROW N q (FORTYPE NN(R)ARROW. USE INFIRM MAGE) NOT TO SCALE I mom.nN aXX I Rom.l,roam Ri.mnro ana y� �IRnnN � �-.umnN � �X.RSnN TYPEII(B)ARROW TYPE IN(L)ARROW TYPE III IN)ARROW (FOR TYPE M Pe FUROW USE MNR AGE) INOTE: The design details for various arrows are also shown In Department of Transportation's standard Plans. Chapter 3B-Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-86 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Figure 38-103(CA). Examples of Intersection Markings S d o C: E E $ IR' 1.83m(6 ft)Min, ` � (- I .n i 1.03m(6 ft)Min. E R71 0.30m(1 R) a R7.1 0.30m(1ft) 1�(See Note 1) ` i (See Note 1) 132 M(4 rt}►I N- 0.30 R114 m 0.30m(1 R) �? ;e (See Note i1) a (See Note 1) Lo, E e: ar o °e RI-1 E (See Note 2) 4 4 E 2 - LANE m MULTI -LANE LEGEND y Direction of Travel NOT TO SCALE NOTES: 1. The Limit Line Is optional,refer to Section 36.16. The Limit Line on wide side roads on long radius corners may be bent at a 45°i angle for traffic making a right turn. 2. When a Stop Ahead(W3-1)or STOP AHEAD(W3.1a)sign Is used,a STOP AHEAD pavement marking maybe placed to supplement the sign according to Section 36.19. (This space left intentionally blank) I Chapter 3B-Pavement and Curb Markings January 21,2010 Part 3-Markings t PROJECT LOCATION SURVEY DOCUMENTS 1 1 I t ' t t t t 5. B. C F 9, 135- 1137- LENA RDAI] TIES SET CHECKED /0 -Z7- 00 HY.'Al.7. COX R.D.LOSN _ I 1 ;FD. _ 177C. w. PERS.BCFa- 13 5 797 5ETNAIL � FLA5N A. L. P-V'MT.- tt i I R-i R L r.o A V BN 1J E 'FD P I.P. i* PER ".5.[3 C.F. I3. 135-7HT , , t r , t I I I f I f L _.i..f t ` FD M91L DA) tr SET L T PV T.C. /35 TyT I ' I i I 7 , f . l I f I) 4. I , DENOTES TK lift)SITL/NE HOLDS OVER T/E D/STANLE SCi.C.F. Q. D6NaTE6- ShN/ 8ERIUARD 1/UO C/TY F/FLD &9,ok I 1 PV*2012 NOTICE.- Filing this Comer Record does not relieve you of filing a Record of Suns y when his required by the Land Surveyors'Act. CORNER RECORD Document Number_--12- 1— 02 7- O City of SAN BERNARDINO 1 O 7 4County of SAN BERNARDINO,California Brief Legal Description5EL.// T 1:15 F6 HW. . AN B RN RT)INO RTD N (Include: Sec., Two., Rge., and Feendian or u 1 CORNER TYPE COORDINATES (Optional) 0 Government Corner 0 Control N. 0 Meander 0 Property E. 0 Rancho M'Other Zone 0 NAD27 0 NAD83 9rDate of Survey /D - 07- 00 NAD 83 Epoch Elev. Vert. Datum: 0 NGVD28 0 NAVD88 Maas. Units: 0 Metric 0 Imperial Comer— fiAeft as found 0 Found and tagged 0 Established 0 Reestablished 0 Rebuih IIdentification and type of corner found: Evidence used to identify or procedure used to establish or reestablish the corner: 5E F 0 711E 5 1DE IA description of the physical condition of the monument as found and as set or reset: .5EF D TARE 5 1DE LAND SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the * z N EzP Land Surveyor's Act on EC--E t-IR E P- 4 ,20 D(:�). A iZ-3lzo- �! Signed L.S. Number 1-17- 7-1/ fF0 CAUE�� 1 SURVEYOR'S STATEMENT SEAL This Corner Record was received DEC 0 6 2000 ,0KPt LA'�o and examined , a�E� C. 4lo�q� 4 P y r and filed //Z- '20,9/ o o m a Lssos2 n * owra.Tirn wg Signed , Deputy County Surveyor Z L.S. R.C.E. Number S� 9rF OF CA�FOP County Surveyor's Comment A.P.N. _ _ _ Page I of 2 .r V T� 3 R f1 30M173d4 LL I 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"ofthese 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 Apri113, 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 Comer Record or Record of Survey for the monuments noted in(I)tern(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 I. 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 comers,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. 1 1 1 i CONTRACT AGREEMENT i 1 _ 1 1 1 1 1 i i 1 i i 1 1 AGREEMENT CITY OF SAN BERNARDINO THIS AGREEMENT is made and concluded this It day of Jute. 20_!L_, between the City of San Bernardino(owner and hereinafter"CITY"),and eya e,-T , -5 its I,4` (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 RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE (SW 08-005) tin strict conformity with Plans and Special Provisions No. 12283 B, and also in accordance with Standard Specifications for Public Works/Construction, 2009 Edition, on file in the Office of the City Engineer, Public Works Department, City of Sam Bernardino, which said Plans and Special Provisions and Standard Specifications are hereby especially referred to and by such reference made a part hereof. 2. The 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. r fi , AGREEMENT: PAVEMENT REHABILITATION, RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE (SW 08-005) 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 r., nothing herein shall be considered as an acceptance of said terms of said bid conflicting herewith. IN WITNESS WHEREOF,the parties of these present have hereunto set their hands the year and date first above written. CONTRACTOR CITY OF SAN BERNARDINO Name of Firm: ' eorE cowl pwNle" kc ' ldc. BY ARLES E.MC Y, Manager City of San Bernaz mo BY: tl TITLE: CNO ATTEST: MAILING ADDRESS: /� I S 32 / Lr4 S,4LLE C,s/ N. RACHEL G. CLARK 14- /3 C r4• 9 26 V 7 City Clerk PHONE NO.:(7,,v 7/6 - 61 96 APPROVED AS TO FORM: ATTEST: MES F.PENMAN, City Attorney Secretary NOTE: Secretary of the Owner should attest. If Contractor is a corporation,Secretary should attest. THE AMERICAN INSTITUTE OF ARCHITECTS 1 ' Premium Amount Based on Final Contract Amount Bond No. CTR-3001020 Premium: 2,743.00 AIA Document A312 Performance Bond Any singular reference to Conrnaemr Sureg,owner or other party shall he eoo:mered plural where appuaame. CONTRACTOR(Name and Address): ELITE COMPANIES US, INC 15321 LA SALLE LANE HUNTINGTON BEACH, CA 92647 SURETY(Name and Principal Place of Business): AEGIS SECURITY INSURANCE COMPANY 2407 PARK DRIVE HARRISBURG, PA 17105 OWNER(Name and Address): CITY OF SAN BERNARDINO 300 N. D STREET,4TH FLOOR SAN BERNARDINO, CA 92418 CONSTRUCTION CONTRACT Date: / / Amount: $ 109,705.65 Description (Name and Location): PAVEMENT REHABILITATION; RIALTO AVENUE, LENA ROAD TO TIPPECANOE AVENUE (SW 08-005) BOND Date (Not earlier than Construction Contract Date): May 31st, 2011 Amount: $ 109,705.65 Modifications to this Bond: [XI None L, See Page 3 CONTRACTOR AS PRINCIPAL SURETY / COMPANY: (Corporate Seal) COMPANY: _/, (Corpora�'e Seal) ELITE COMPANIES US,INC AEGIS SECURIT�x IN URANCE MPANY Signature: Signatures' Name and Titl . LIDL F ,�w..r Z —��z7 Name and Title: YUNG T. MULL ,Aft ey-i -Fact (Any additional signatures appear on page 3) FOR INFORMATION ONLY-Name,Address and Telephone OWNER'S - PRESENTATIVE(Architect, AGENT OR BROKER: or Engineerpr other party): THE BOND EXCHANGE AND INSURANCE AGENCY 24800 CHRISANTA DRIVE SUITE 160 MISSION VIEJO,CA 92691 AIA DOCUMENT A312 PERFORMANCE BOND DECEMBER 19M ED.,AIA A312-1964 1 THE AMERICAN INSTTUTE OF ARCHITECTS,1735 NEW YORK AVE.,N.W.,WASHINGTON D.C.20006 THIRD PRINTING MARCH 1937 1. The Contractor and the Surety,jointly and severally, .1 After investigation, determine the amount for which it may bind themselves,their heirs, executors, administrators, be liable to the Owner and,as soon as practicable after ' successors,and assigns to the Owner for the performance the amount is determined,tender payment therefor to the of the Construction Contract,which is incorporated herein Owner;or by reference. .2 Deny liability in whole or in part and notify the Owner citing reasons therefor. 2. If the Contractor performs the Construction Contract, 5. If the Surety does not proceed as provided in Paragraph the Surety and the Contractor shall have no obligation 4 with reasonable promptness,the Surety shall be deemed under this Band,except to participate in conferences as to be in default on this Bond fifteen days after receipt of an provided in Subparagraph 3.1. additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under 3. If there is no Owner Default,the Surety's obligation this Bond,and the Owner shall be entitled to enforce any under this Bond shall arise after: remedy available to the Owner. If the Surety proceeds as provided in Subparagraph 4.4, and the Owner refuses the 3.1 The Owner has notified the Contractor and the payment tendered or the Surety has denied liability, in Surety at its address described in Paragraph 10 below whole or in part,without further notice the Owner shall be that the Owner is considering declaring a Contractor entitled to enforce any remedy available to the Owner. Default and has requested and attempted to arrange a conference with the Contractor and the Surety to be held not later than fifteen days after receipt of such 6. After the Owner has terminated the Contractor's right notice to discuss methods of performing the Construo- to complete the Construction Contract, and if the Surety tion Contract. If the Owner,the Contractor and the elects to act under Subparagraph 4.1,4.2, or 4.3 above, Surety agree,the Contractor shall be allowed a reason- then the responsibilities of the Surety to the Owner shall able time to perform the Construction Contract, but not be greater than those of the Contractor under the such an agreement shall not waive the Owners right, if Construction Contract,and the responsibilities of the any, subsequently to declare a Contractor Default; and Owner to the Surety shall not be greater than those of the Owner under the Construction Contract. To the limit of the 3.2 The Owner has declared a Contractor Default and amount of this Bond, but subject to commitment by the formally,terminated the Contractor's right to complete Owner of the Balance of the Contract Price to mitigation of the contract. Such Contractor Default shall not be de- costs and damages on the Construction Contract,the Sure- clared earlier than twenty days after the Contractor and ty is obligated without duplication for: the Surety have received notice as provided in Sub- paragraph 3.1;and 6.1 The responsibilities of the Contractor for correc- tion of defective work and completion of the Construc- 3.3 The Owner has agreed to pay the Balance of the tion Contract; Contract Price to the Surety in accordance with the terms of the Construction Contract or to a contractor 6.2 Additional legal,design professional and delay selected to perform the Construction Contract in accor- costs resulting from the Contractor's Default,and re- dance with the terms of the contract with the Owner. sulting from the actions or failure to act of the Surely under Paragraph 4;and 4. When the Owner has satisfied the conditions of Para- graph 3,the Surety shall promptly and at the Surety's ex- 6.3 Liquidated damages,or if no liquidated damages pense take one of the following actions: are specified in the Construction Contract, actual dam- ages caused by delayed performance or non-perfor- 4.1 Arrange for the Contractor,with consent of the mance of the Contractor. Owner,to perform and complete the Construction Contract;or 7. The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Con- 4.2 Undertake to perform and complete the Construc- struction Contract,and the Balance of the Contract Price tion Contract itself,through its agents or through inde- shall not be reduced or set off on account of any such pendent,contractors;or unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than the Owner or 4.3 Obtain bids or negotiated proposals from its heirs,executors,administrators, or successors. qualified contractors acceptable to the Owner for a contract for performance and completion of the Con- 8. The Surety hereby waives notice of any change, includ- struction Contract,arrange for a contract to be pre- ing changes of time,to the Construction Contract or to pared for execution by the Owner and the Contractor related subcontracts, purchase orders and other obliga- selected with the Owner's concurrence,to be secured lions. with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the 9. Any proceeding, legal or equitable,under this Bond Construction Contract,and pay to the Owner the may be instituted in any court of competent jurisdiction in amount of damages as described in Paragraph 6 in ex- the location in which the work or part of the work is located cess of the Balance of the Contract Price incurred by the and shall be instituted within two years after Contractor Owner resulting from the Contractor's default;or Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails 4.4 Waive its rights to perform and complete, arrange to perform its obligations under this Bond,whichever oc- for completion, or obtain a new contractor and with reasonable curs first. If the provisions of this Paragraph are void or promptness under the circumstances: prohibited by law,the minimum period of limitation available AW DOCUMENT A312 PERFORMANCE BOND DECEMBER 1985 ED.,AM® A 312-1984 2 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE.,N.W.,WASHINGTON D.C.20005 THIRD PRINTING:-MARCH 1987 able to sureties as a defense in the jurisdiction of the suit tractor of any amounts received or to be received by shall be applicable. the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled, re- 10. Notice to the Surety,the Owner or the Contractor shall duced by all valid and proper payments made to or on be mailed or delivered to the address shown on the sig- behalf of the Contractor under the Construction Con- nature page. tract. 11. When this Bond has been furnished to comply with a 12.2 Construction Contract: The agreement between statutory or other legal requirement in the location where the Owner and the Contractor identified on the sig- the construction was to be performed, any provision in this nature page, including all Contract Documents and Bond conflicting with said statutory or legal requirement changes thereto. shall be deemed deleted herefrom and provisions con- forming to such statutory or other legal requirement shall 12.3 Contractor Default: Failure of the Contractor, be deemed incorporated herein. The intent is that this which has neither been remedied nor waived,to per- Bond shall be construed as a statutory bond and not as a form or otherwise to comply with the terms of the common law bond. Construction Contract. , 12 DEFINITIONS 12.4 Owner Default: Failure of the Owner,which has neither been remedied nor waived,to pay the Con- 12.1 Balance of the Contract Price: The total amount tractor as required by the Construction Contract or to payable by the Owner to the Contractor under the perform and Complete or Comply with the other terms Construction Contract after all proper adjustments thereof. have been made, including allowance to the Con- MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: (Space is provided below for additional signatures of added parties,other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company:ELITE COMPANIES US,INC COmpany:AEGIS SECURITY INSURANCE COMPANY (Corporate Seal) (Corporate Seal) Signature: Signature: Name and Title: Name and Title: YUNG T. MULLICK Address: Address: 2407 PARK DRIVE HARRISBURG,PA 17105 AIA DOCUMENT A312 PERFORMANE BOND DECEMBER 19843D.,AIA0 A312-1984 3 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE.,N.W.,WASHINGTON,D.C. 30008 THIRD PRINTING-MARCH MIST ACKNOWLEDGMENT State of California County of Orange On May 31,2011 before me, Christine T. Hoang,Notary Public (insert name and title of the officer) personally appeared Yung T.Mullick who proved to me on the basis of satisfactory evidence to be the person(s)whose name($) is/prat subscribed to the within instrument and acknowledged to me that he% executed the same in his&mxkl k authorized capacity(*, and that by his/keY&x&k signature(s)on the instrument the person($), or the entity upon behalf of which the person(s)acted, executed the instrument. 1 certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. CHRISTINE T.HOANG N COMM.# 1827909 X NOTARY PU9l1CCA1.ffOWM X WITNESS my hand and official seal. E ORANGE COUNTY Rv MrCman.E"DEC 23.2012 , Signature (Seal) I 1 a a i 1 i I I {3 1 I i I i 1 j ACKNOWLEDGMENT i State of California County of Orange ) On May 31,2011 before me, Jennifer C. Giboney,Notary Public (insert name and title of the officer) personally appeared Joe Hernandez who proved to me on the basis of satisfactory evidence to be the person(*)whose name%) is/an subscribed to the within instrument and acknowledged to me that he/ y executed the same in hisbhedtbair authorized capacity(ia*, and that by his/J>t iftsic signature(&)on the instrument the person(*), or the entity upon behalf of which the person(*)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. ° .y, JENNIFER C.GIBONEY N ^�, COMM.*1797084 WITNESS my hand and offici seal. NOTORlPUWVJ11F0R0 ;0 fir" Y ORANGE COUNTY N ►yWm 5;lm lt4r z 2017 Signature (Seal) BOND NUMBER CTR-3001020 AEGIS SECURITY INSURANCE COMPANY POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS,THAT AEGIS SECURITY INSURANCE COMPANY does hereby make,constitute and appoint: Yung T. Mullick its true and lawful Attomey-in-Fact,to make,execute and deliver on its behalf surety bonds,undertaking and other instruments of similar nature as follows: $2.5 Million This Power of Attorney is granted and sealed under and by the authority of the following Resolution adopted by the Board of Directors of the Company on the 4th day of February 1993. "Resolved,That the President,any Vice President,the Secretary and any Assistant Secretary appointed for that purpose by the officer in charge of surety operations shall each have authority to appoint individuals as Attorney-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 an 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 facsimile thereof may by imposed or fixed or in any other manner reproduced;provided,however,that the seal shall not be necessary to the validity of any such instrument or undertaking." "Resolved,That the signature of each of the following officers;President,Vice President,any Assistant Vice President,any Secretary or Assistant Secretary and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any Certificate relating thereto, appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for the purpose only of executing and attesting bonds and undertaking and other writings upon the Company and any such power required and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or undertaking to which it is attached.® IN WITNESS WHEREOF,AEGIS SECURITY INSURANCE COMPANY bas caused its official seal to be hereunto affixed,and these presents to be signed by its President this 30th day of January,2008. AEGIS SECURITY INSURANCE COMPANY BY e`SS DNS UAyryn DARLEEN 1 FRITZ m e.Froa n� ]977 0 President ' �>•anvW� ; Commonwealth of Pennsylvania } ',9 Ab }s.s.:Harrisburg �'k * }� County of Dauphin } On this 30th day of January,2008,before me personally came Darleen J.Fritz to me known,who being by me duly sworn,did depose and say that she is President of AEGIS SECURITY INSURANCE COMPANY,the corporation described herein and which executed the above instrument;that she knows the seal of the said corporation,that the seal affixed to the said instrument is such corporate seal;that it was so affixed by order of the Board of Directors of said corporation and that she signed her name thereto by like order. �ZL c`A 40 4. rpMM a� � tr REBECCA LIDDICK Notary Public ycry P My Commission Expires July 25,2013 I,the undersigned,Assistant Secretary of AEGIS SECURITY INSURANCE COMPANY,a Pennsylvania corporation,DO HEREBY CERTIFY that the foregoing and attached Power of Attorney remains in full force and has not been revoked:and furthermore that the Resolution of the Board of Directors,set forth in the said Power of Attorney,is now in force. ` Signed and sealed at the City of Harrisburg,in the Commonwealth of Pennsylvania,dated this 31St day of May 2011 e\Sy tNSUr{gyc DEBORAH A.GOOD x .1977 0.. Secretary xn��° Mnaa*�S+x 3y • ti•� THE AMERICAN INSTITUTE OF ARCHITECTS 61 Premium Included in the performance bond cost. Bond No. CTR-3001020 AIA Document A311 Labor and Material Payment Bond THIS BOND IS ISSUED SIMULTANEOUSLY WITH PERFORMANCE BOND IN FAVOR OF THE OWNER CONDITIONED ON THE FULL AND FAITHFUL PERFORMANCE OF THE CONTRACT KNOW ALL MEN BY THESE PRESENTS: that ELITE COMPANIES US, INC (Here insert full name and address or legal title of Contractor) 15321 LA SALLE LANE HUNTINGTON BEACH, CA 92647 as Principal, hereinafter called Contractor, and, AEGIS SECURITY INSURANCE COMPANY (Here insert full name and address or legal title of Surety) 2407 PARK DRIVE HARRISBURG, PA 17105 as Surety, hereinafter called Surety, are held and firmly bound unto (Here insert full name and address or legal title of Owner) CITY OF SAN BERNARDINO 300 N. D STREET,4TH FLOOR SAN BERNARDINO,CA 92418 as Obligee, hereinafter called Owner,for the use and benefit of claimants as hereinbelow defined, in the amount of ONE HUNDRED NINE THOUSAND SEVEN HUNDRED FIVE AND 651100 (Here insert a sum equal to at least one-half of the contract price) Dollars ($ 109,705.65 ), for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. WHEREAS, Principal has by written agreement dated: day of , ,entered into a contract with Owner for (Here insert full name,address and description of project) PAVEMENT REHABILITATION; RIALTO AVENUE, LENA ROAD TO TIPPECANOE AVENUE(SW 08-005) in accordance with Drawings and Specifications prepared by (Here insert full name and address or legal title of Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AIA DOCUMENT A311 LABOR AND MATERIAL PAYMENT BOND AIA FEBRUARY 1970 ED. THE AMERICAN INSTITUTE OF ARCHITECTS,1735 N.Y.AVE.,N.W.,WASHINGTON,D.C.20006 Labor and Material Payment Bond NOW,THEREFORE,THE CONDITION OF THIS OBLIGATION is such that, if Principal shall promptly make payment to all claimants as hereinafter defined,for all labor and material used or reasonably required for use in the performance of the Contract,then this obligation shall be void: otherwise it shall remain in full force and effect, subject, however,to the following conditions: 1. A claimant is defined as one having a direct con-tract with the Principal or with a Subcontractor of the Principal for labor, material, or both, used or reasonably required for use in the performance of the Contract, labor and material being construed to include that part of water, gas, power, light, heat, oil, gasoline,telephone service or rental of equipment directly applicable to the Contract. 2. The above named Principal and Surety hereby jointly and severally agree with the Owner that every claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) days after the date on which the last of such claimants work or labor was done or performed, or materials were furnished by such claimant, may sue on this bond for the use of such claimant, prosecute the suit to final judgment for such sum or sums as may be justly due claimant, and have execution thereon. The Owner shall not be liable for the payment of any costs or expenses of any such suit. 3. No suit or action shall be commenced hereunder by any claimant: a) Unless claimant, other than one having a direct contract with the Principal, shall have given written notice to any two of the following: the Principal,the Owner, or the Surety above named,within ninety(90)days after such claimant did or performed the last of the work or labor, or furnished the last of the materials for which said claim is made, stating with substantialaccuracy the amount claimed and the name of the party to whom the materials were furnished, or for whom the work or labor was done or performed. Such notice shall be served by mailing the same by registered mail or certified mail, postage prepaid, in an envelope ad-dressed to the Principal, Owner or Surety, at any place where an office is regularly maintained for the trans-action of business, or served in any manner in which legal process may be served in the state in which the aforesaid project is located, save that such service need not be made by a public officer. b) After the expiration of one (1) year following the date on which Principal ceased Work on said Contract, it being understood, however, that if any limitation em-bodied in this bond is prohibited by any law controlling the construction hereof such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law. c) Other than in a state court of competent jurisdiction in and for the county or other political subdivision of the state in which the Project, or any part thereof, is situated, or in the United States District Court for the district in which the Project, or any part thereof, is situated, and not elsewhere. 4. The amount of this bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder, inclusive of the payment by Surety of mechanics liens which may be filed of record against said improvement,whether or not claim for the amount of such lien be presented under and against this bond. SPECIAL PROVISION: Signed and sealed this 31st day of May 2011 CONTRACTOR AS PRINCIPAL SURETY COMPANY: (Corporate Seal) COMPANIWASHITON, a Seal) ELITE COMPANIES US, C AEGIS SECE MPANY Signature: Signature: Name and Till . jtJc ,z,,,o,,,,�,EL _ cam) Name and YUNG T. y-in-Fact AIA DOOCUMENT A311 LABOR AND MATERIAL PAYMENT BOND AIA FEBRUARY 1970 ED. THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y.AVE.,N.W. .20006 ACKNOWLEDGMENT State of California County of Orange On May 31,2011 before me, Christine T.Hoang Notary Public _ (insert name and title of the officer) personally appeared Yung T.Mullick who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/awe; subscribed to the within instrument and acknowledged to me that he/AbtWft executed the same in hisbhaddilak authorized capacity(, and that by his/kmAxalc signature(&)on the instrument the person(*), 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. , .�, CHRISTINE T HOANG WITNESS myha nd offcial seal. a TOAKMYPM.*1827908 ;r ccwFatNU Z W ORANGE COUNTY Cr NY Cann Er-0Iro DEC 23.2012 Signature (Seal) ACKNOWLEDGMENT State of California County of Orange ) On May 31,2011 before me, Jennifer C Gibonev Notary Public (insert name and title of the officer) personally appeared Joe Hemandez who proved to me on the basis of satisfactory evidence to be the person(s)whose name(%) is/M subscribed to the within instrument and acknowledged to me that he* executed the same in hisdher/Llwk authorized capacity(asj, and that by his/JuMliitak signature(s)on the instrument the person(g), 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 correct4ando WITNESS ,# +.' JENNIF:EG N,{ COMo IdOTMISignature (Seal) � M4Y;tJ i BOND NUMBER CTR-3001020 AEGIS SECURITY INSURANCE COMPANY POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS,THAT AEGIS SECURITY INSURANCE COMPANY does hereby make,to an appoint: Yung T. Mullick d its true and lawful Attomey-in-Fact,to make,execute and deliver on its behalf surety bonds,undertaking and other instruments of similar nature as follows: $2.5 Million This Power of Attorney is granted and sealed under and by the authority of the following Resolution adopted by the Board of Directors of the Company on the 4th day of Febnary 1993. "Resolved,That the President,any Vice President,the Secretary and any Assistant Secretary appointed for that purpose by the officer in charge of surety operations shall each have authority to appoint individuals as Atmmey-in-Fact or under other appropriate tides 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 an 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 facsimile thereof may by imposed or fixed or��'rrkkany other manner reproduced;provided,however,that the seal shall not be necessary to.the validity of any such instrument or undertaking." "Resolved,That the signature of each of the following officers;President,Vice President,any Assistant Vice President,any Secretary or Assistant Secretary and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any Certificate relating thereto, appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for the purpose only of executing and attesting bonds and undertaking and other writings upon the Company and any such power required and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or undertaking to which it is attached.® IN WITNESS WHEREOF,AEGIS SECURITY INSURANCE COMPANY has caused its official seal to be hereunto affixed,and these presents to be signed by its President this 30th day of January,2008. AEGIS SECURITY INSURANCE COMPANY DARLEEN J.FRITZ v President Commonwealth of Penn ylvania }ss.:Harrisburg County of Dauphin } On this 30th day of January,2008,before me personally came Darleen J.Fritz to me known,who being by me duly swom,did depose and say that she is President of AEGIS SECURITY INSURANCE COMPANY,the corporation described herein and which executed the above instrument;that she knows the seal of the said corporation,that the seal affixed to the said instmment is such corporate seal;that it was so affixed by order of the Board of Directors of said corporation and that she signed her name therein by like order, a� REBECCA LIDDICK Notary Public My Commission Expires July 25,2013 I,the undersigned,Assistant Secretary of AEGIS SECURITY INSURANCE COMPANY,a Pennsylvania corporation,DO HEREBY CERTIFY that the foregoing and attached Power of Attorney remains in full force and has not been revoked:and furthermore that the Resolution of the Board of Directors,set forth in the said Power of Attorney,is now in force. Signed and sealed at the City of Harrisburg,in the Commonwealth of Pennsylvania,dated this 31 St Iday of May 2011 \5y%Hsu99 rt y DEBORAH A.GOOD 1977 p Secretary m�'Fxnsmr�^"a' OR/6/,Y6'L CO1NCIL MEETING 5-16-11 ITEM #15 FILE NO. 1.7767B RESOLUTION 2011-107 ACCT NO. 245-160-5504-7767-0025 CITY OF SAN BERNARDINO STATE OF CALIFORNIA BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS NO. 12283 B FOR PAVEMENT REHABILITATION RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE ( SW 08-005) 4„.,„ (;\_. S S Yom, 0.54831 v )! Exp. 441.---2:1L' c,,,,‘_ ! OF C::-:. %" DEPARTMENT OF PUBLIC WORKS CITY OF SAN BERNARDINO OCTOBER 2010 BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. ON MARCH 29 , 2011 tea 6,1f//a/T FILE NO. 1.7767B ACCT NO. 245-160-5504-7767-0025 CITY OF SAN BERNARDINO STATE OF CALIFORNIA BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS NO. 12283 B FOR PAVEMENT REHABILITATION RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE ( SW 08-005 ) 1 t4' , l 4:r ,'NO.54931 `$• ExP• 30- , DEPARTMENT OF PUBLIC WORKS CITY OF SAN BERNARDINO OCTOBER 2010 BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. ON MARCH 29 , 2011 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 DRAWING NO. 12283 B - SHEETS 1 - 3 PAVEMENT REHABILITATION RIALTO AVENUE,LENA ROAD TO TIPPECANOE AVENUE (SW 08-005) 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-11 SECTION 4 - CONSTRUCTION SCHEDULE &COMMENCEMENT OF WORK,TIME OF COMPLETION&LIQUIDATED DAMAGES SP-13 SECTION 5 - LEGAL REQUIREMENTS SP-15 SECTION 6 - GENERAL SP-22 SECTION 7 - UTILITIES SP-33 SECTION 8 - DESCRIPTION OF WORK SP-38 SECTION 9 - TRAFFIC CONTROL SP-41 SECTION 10 - MOBILIZATION SP-45 SECTION 11 THROUGH SECTION 13 BLANK SP-47 SECTION 14 - ASPHALT CONCRETE SP-48 SECTION 15 - BLANK SP-50 SECTION 16 PORTLAND CEMENT CONCRETE SP-51 SECTION 17 - COLD MILLING SP-54 SECTION 18 THROUGH SECTION 19 BLANK SP-56 SECTION 20 - THERMOPLASTIC TRAFFIC STRIPING, PAVEMENT MARKING AND RAISED PAVEMENT MARKERS SP-57 SECTION 21 THROUGH SECTION 24 BLANK SP-59 SECTION 25A - ADJUSTMENT OF WATER FACILITIES SP-60 SECTION 26 THROUGH SECTION 45 BLANK SP-63 SECTION 46 - ADJUST MANHOLE FRAMES AND COVERS TO GRADE SP-64 SECTION 47 THROUGH SECTION 49 BLANK SP-65 SECTION 50 - REMOVAL&RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT SP-66 APPENDIX SOILS REPORT STATE OF CALIFORNIA, DEPARTMENT OF INDUSTRIAL RELATIONS APPRENTICESHIP PROGRAM FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS CALTRANS STANDARD PLANS CALIFORNIA MUTCD STANDARDS PROJECT LOCATION SURVEY DOCUMENTS CONTRACT AGREEMENT PART I ADMINISTRATION Engineer's Estimate(Range Only): $125,000 to $150,000 NOTICE INVITING SEALED BIDS CITY OF SAN BERNARDINO Owner NOTICE IS HEREBY GIVEN that the City of San Bernardino (CITY) will receive bids for: PAVEMENT REHABILITATION RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE ( SW 08-005 ) in accordance with Special Provision No. 12283 B in file in the Office of the City Engineer, Department of Public Works, 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, CA 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$10.00 per set. Electronic copy of the above documents are available upon request by contacting the City Engineer's Office and by providing a firm name, physical address, contact person, phone number and fax number for inclusion on the CITY's List of Plan Holders. It shall be the responsibility of those receiving electronic versions of the Plans and Special Provisions to provide the above listed information and confirmation of receipt of any issued addendum to the City Engineer's Office a minimum of one (1) business day prior to the scheduled day of the Bid Opening. Only those listed on the CITY's "LIST OF PLAN HOLDERS" and providing confirmation of any issued addendum shall be eligible to submit bids for this project. 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, March 29, 2011, 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. 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 extended and inserted in the spaces provided. 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 , March 15, 2011, at 2:00 p.m., in the office of the City Engineer, Public Works Department, Third Floor, City Hall, 300 North "D" Street, San Bernardino, California. 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. This project is subject to requirements for the employment of apprentices registered with the California Department of Industrial Relations, Division of Apprenticeship Standards. Additional information can be obtained at http://www.dir.ca.gov/DAS/PublicWorksForms.htm. 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. Specific questions regarding this project should be submitted in writing to the City Engineer's Office as follows: City Engineer's Office Third Floor San Bernardino City Hall 300 North"D" Street San Bernardino, CA 92418-0001 SUBJECT: PAVEMENT REHABILITATION, RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE (SW 08-005) PLANS & SPECIAL PROVISIONS NO. 12283 B Attention: Mirela Grigorescu Tel: (909) 384-5202; Fax: (909) 384-5190 E-mail: grigorescu_mi @sbcity.org Inquiries or questions based on alleged patent ambiguity of the Plans or the Special Provisions must be communicated as a bidder inquiry prior to the bid opening. Any such inquiries or questions, submitted after the bid opening, will not be treated as a bid protest. Written responses will only be provided to written questions. No written response will be provided to verbal questions. CITY OF SAN BERNARDINO RACHEL G. CLARK City Clerk • NOTICE TO ADVERTISE: SPECIFICATION NO. 12283 B SHALL APPEAR IN FIRST ISSUE NOT LATER THAN DATE: 3/01/11 and 3/07/11 (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 RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE ( SW 08-005) in strict conformity with Plans and Special Provisions No. 12283 B , of the Department of Public Works, City of San Bernardino and also in accordance with Standard Specifications for Public Works Construction, 2009 Edition. The 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 BID SCHEDULE PLAN NO. 12283 B PAVEMENT REHABILITATION RIALTO AVENUE, LENA ROAD TO TIPPECANOE AVENUE (SW 08-005) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL Ni UANT TY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 1 1 LS MOBILIZATION, at the Lump Sum price of FtYC. Vo 41-4 D F NE, At Dollars & Cents LS $ 5,.55D O 2. 1 LS TRAFFIC CONTROL, at the Lump Sum price of Two 1 iouSAWN FVE 141.04 AT 1 Dollars & Cents LS $ 215t(7 3. 700 SF PCC CURB RAMP,per SPPWC Std.Plan 111-4 at I=o of 2_ Dollars & F\F-t-Y Cents per SQ.FT. $ y•co /SF $ 31SO 4. 63 SF PCC SIDEWALK, per CITY Std.Plan 202, at 10 Atz- Dollars & pT•r Cents per SQ.FT. $__��z/SF $ 2-83 •CO 5. 71 LF PCC CURB & GUTTER,Modified,Including Removal of Existing, per CITY Std. Plan 200, . '�,tl 77' .i it. Type"B", at Tt4.i tz'r"f -t-W o Dollars 1) 23�1. 70 & SEdGt4 r'? Cents per LIN.FT. $ 32 /LF $ - 6. 102 LF PCC RETAINING CURB,per SPPWC Std.Plan 111-4, at Fr -' Dollars & Cents per LIN.FT. $ I S /LF $ /3".3c2 7. 10,250 SY COLD MILLING, at QN6 Dollars & otz-r' Cents per SQ.YD. $ 1.40 /SY $ ILI 13 50 B-2 BID SCHEDULE PLAN NO. 12283 B PAVEMENT REHABILITATION RIALTO AVENUE, LENA ROAD TO TIPPECANOE AVENUE (SW 08-005) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 8. 865 TN ASPHALT CONCRETE PAVEMENT OVERLAY, Including 2' FEATHER,at EiG�l4r`� 1 Dollars & TING Cents per TON $ Mill/TN $ 12 t 2 18. $5 9. 14 EA ADJUST Existing WATER VALVE ENCLOSURE To Grade,at DtJE 176.1 B FIT`? Dollars & Cents per EACH $ 150 /EA $ 21 Da 10. 400 LF THERMOPLASTIC ELLOW SINGLE SOLID LANE LINE per CALTRANS Std. Plan A20A,at Dollars , & 5 t%T'V EI kii•1-T Cents per LIN.FT. $ (0 8 /LF $ z 2 11. 1,205 LF THERMOPLASTIC STRIPING YELLOW LANE LINE with P M per CALTRANS Std.Plan A20A, Detail 2, at Dollars & FoTs-T`t' TAM., Cents per LIN.FT. $ .42. /LF $ 50C,. 10 12. 660 LF THERMOPLASTIC TRAFFIC STRIPING 4"W DOUBLE YELLOW CENTERLINE with RPM (2-Way No Passing), per CALTRANS Std. Plan A20A, Detail 22, at Ouf, Dollars & 61 1H- - Cents per LIN.FT. $ 1'5-0/LF $ t 0 y 2 ,$U 13. 4,260 LF THERMOPLASTIC TRAFFIC STRIPING 4"W WHITE RIGHT EDGE LINE, per CALTRANS Std. Plan A20B, Detail 27B, at Dollars & .O[2<q TAI t) Cents per LIN.FT. $ •92- /LF $ I?$4 • 2.0 B-3 BID SCHEDULE PLAN NO. 12283 B PAVEMENT REHABILITATION RIALTO AVENUE, LENA ROAD TO TIPPECANOE AVENUE (SW 08-005) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 14. 209 LF THERMOPLASTIC TRAFFIC STRIPING 4"W WHITE DIAGONAL LINE, spaced per the PLAN, at anlE Dollars Cents per LIN.FT. $ 1.05- .b /LF $ 219. Y S 15. 160 LF THERMOPLASTIC A STRIPING WH TECHANNE IZI GLIE with RPM, per CALTRANS Std. Plan A2OD Detail 38, at 0 N bbAa s 14 Dollars & 'five Cents per LIN.FT. $ 1.0 c /LF $ 16. 4 EA THERMOPLASTIC TRAFFIC PAVEMENT MARKING, WHITE ARROW, TYPE IV (L/R), per CALTRANS Std. Plan A24A, at h°EV ch+f FIAT Dollars & Cents per EACH $ 7 I /EA $ 312- 17. 4 EA THERMOPLASTIC TRAFFIC PAVEMENT MARKING, WHITE, WORD — "STOP", per CALTRANS Std. Plan A24D, at Dollars & Cents per EACH $ $( /EA $ 3 3(0 18. 1 EA THERMOPLASTIC TRAFFIC PAVEMENT MARKING, WHITE, WORD—"AHEAD", pei :a�L _�l CALTRANS Std. Plan A24D, at bile- Dollars /,U J i U & ^ 46 Cents per EACH $_,11 /EA $ 19. 50 LF 12 W WHITES LIMIT TRAFFIC INE, per CALTRANS Std.Plan A24E, at 'NO Dollars & -Tetsi Cents per LIN.FT. $ 2.4° /LF $ 105- B-4 BID SCHEDULE PLAN NO. 12283 B PAVEMENT REHABILITATION RIALTO AVENUE, LENA ROAD TO TIPPECANOE AVENUE (SW 08-005) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 20. 1 LS NPDES REQUIREMENTS for SWPPP, per SECTION 6-1.03, at the Lump Sum price of Fi 1- u■ D2=D Dollars & Cents LS $ 6120 21. 1 LS SURVEYING SERVICE,per SECTION 6-1.10 Including Protection of Lateral Markers, at the Lump Sum price of FIVE J-VtAotyeeb Dollars & Cents LS $ Sot? ,{r 7 TOTAL BID $ I e 7 ; '13 J5-; 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. Any situation not specifically provided for will be determined in the discretion of the City of San Bernardino (CITY), and that discretion will be exercised in the manner deemed by the CITY to best protect the public interest in the prompt and economical completion of the work. The decision of the CITY respecting the amount of a bid, or the existence or treatment of an irregularity in a bid, shall be final. BIDDER declares that this Bid is based upon careful examination of the work site,Bid and Contract Documents. B-5 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 20 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.: 939 0 V7 CLASSIFICATION: A DATE: )0/31111 FIRM NAME: al T E C o M Pa J l ES lA4- t ZivC BUSINESS ADDRESS: 1 5 3 74 LA SAL!-E LA►✓E }4uNrIt•ken l Pr�Ac.P , rA 121,91 BUSINESS PHONE: -11'I -111Q -6,040 FAX: 11 y 40 8 -6337 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: eORco rzf}Tiotf Is Bidder currently a certified DBE? Yes l No ❑ Legal Status of Firm NAME(S) ADDRESS(ES) JoE ilsiztjA.Nb ET- Gc� iS 32.' M- 5/ILL£ LANE/ILL R: (. tic Dated: 3/2-5` ,20 if SIGNATURE OF BIDDER: f BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS: ADDENDUM NO. 1 DATE: ADDENDUM NO.2 DATE: ADDENDUM NO.3 DATE: ADDENDUM NO.4 DATE: C-1 ****************************************************************** 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 uubcontracted 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. The bidder shall provide the actual dollar "Sub-Contract Amount" as submitted by each listed sub-contractor, keeping in mind that the prime contractor for this project is required to provide or perform, with his own organization, contract work amounting to at least 50% of the total contract bid price. Material required for any of the contract work of this project that is purchased directly by the prime contractor is considered as included in the prime contractor's 50% requirement. If material purchased directly by the prime contractor is to be used by a listed sub-contractor in performing contract work, the dollar amount of such purchased material should not be included in the dollar amount listed for said sub-contractor. C-2 atiS Cot4Aru► 0 1144c BIDDER'S FIRM NAME DESIGNATION OF SUB- CONTRACTORS PLANS & SPECIAL PROVISIONS NO. 12283 B 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. ?I2E-CtSioN Got_D 1�1Ag•I' C.DLD ?WW1 go? kqb-oO/O $ 13,632.So 2. %I 9MEMEAT Stti Pt t•)(7 qt 51g6—►020 $ kbZ.s 3. 4. 5. 6. IF ADDITIONAL SPACE IS REQUIRED,PLEASE DUPLICATE THIS SHEET DO NOT WRITE ON THE BACK C-3 wow CE/PENS Iama 7cr ID`S°f the �N INSURANCE every emplo.Yer provisions of undertake to be insured Section 300 x',11 self-insurance agalnst liability of the Labor Cod e requi . w°rk of th this'contract. such provisions nee with�rO v Workers'compensation rjng s be fore commencing ISt e °f'that °n°r t0 Co me�cing the code' and I tractor performance of the N,qliE OFF l3/4, SCI tE 8y. ��P4N/�S TI ��E us TITLE: h ATE, v s / G4 (This affidavit shall be executed by all bidders at the time of bid submittal. Failure to execute the affidavit on this page result in rejection of bid.) p g will NON-COLLUSION AFFIDAVIT To the Department of Public Works,City of San Bernardino, State of California: The undersigned in submitting a bid for performing the following work by contract, bein says: � g duly sworn, deposes and 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 b cno, directly or indirectly, submitted his or her bid price or any breakdown thereof, or data the bidder e thereto,not, or paid, and will not pay, any fee to any corporation, partnership, company association, organization depository,or to any member or agent thereof to effectuate a collusive or sham bid. , bid ELITE +1■4 NICS s TNt✓ Firm Name Signature of Bidder Printed Name and Title 3 Z i L 5.�► 7 i3 e4 Business Address 5.4�� Place of Residence Subscribed and sworn to or affirmed)before me this ` ' the above roved to me on the basis of satisfactory evidence to be the person who appeared before me. 20IL Signed —Notary Public in and for the County of 123-vcg-ssiic,y` 57472(5, , State of California. .�.: R. casrRo My Commission expires on 6 �� Commission# 184orni l 3 Z e a, Notary Public-California Z Year " San Bernardino County My Comm. Expires Apr 19,2013 C-5 FORM OF BID BOND KNOW ALL MEN BY THESE PRESENTS, that we,the undersigned, ELITE COMPANIES US,INC. as Principal,and AEGIS SECURITY INSURANCE COMPANY as Surety, are hereby and firmly bound unto the City of San Bernardino , State of California, hereinafter referred to as"Obligee"in the penal sum of ten percent (10%I of the total amount of the bid of the Principal submitted to the Obligee for the work described below, for the payment of which sum we hereby jointly and severally bind ourselves,our heirs,executors, administrators, successors and assigns. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT: • WHEREAS, the Principal has submitted to Obligee,a certain Bid,attached hereto and hereby made a part hereof to enter into a contract in writing,for the PROJECT NO.SW 08-005;BID PACKAGE ITEM NO.12283 B;PAVEMENT • HABILITATION RIALTO AVENUE,LENA ROAD TO TIPPECANOE,AVENUE (Copy here the exact title description of work including location,as it appears on the Bid and Contract Document) for which bids are to be opened on MARCH 29,2011 (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,for value received,hereby stipulates and agrees that the obligations of said Surety and its 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. Signed, this 23 day of MARCH , 20 11 • IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals,and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper o' ,the day and year first mentioned. ELITE COMPANIES US,INC. (SEAL) AEGIS SECURI S • • CE COMP (SEAL) Principal /�l ety By: ' — By: Si:. a Signature 3 0 5 OW /k,?.'A•.n E2 - C.b-- / G T.MULLICK,ATTORNEY-IN-FACT Printed Name and Title Printed Name and Title NOTE:Notarization of Principal and Surety signatures and Power of Attorney of the Surety shall accompany this form. C-6 ACKNOWLEDGMENT State of California County of Orange On March 23,2011 before me, Peter Austin Neff,Notary Public (insert name and title of the officer) personally appeared Yung T.Mullick who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/mac subscribed to the within instrument and acknowledged to me that hely executed the same in hisillaectimic authorized capacity( c), and that by his/iaieskixk signature(s)on the instrument the person(s), 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. ��►�•�>,�,� PETER AUSTIN NEFF WITNESS my hand and official seal. c, �J ►ti; COMM.8 1799 "-r "' NOUR'f PUEUC'CALF NGE COUNTY N fY ?'► mORA estlAYll,l011 Signature / �I ' (Seal) BOND NUMBER BID AEGIS SECURITY INSURANCE COMPANY POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS,THAT AEGIS SECURITY INSURANCE COMPANY does hereby make,constitute and appoint: YUNG T. MULLICK its true and lawful Attorney-in-Fact,to make,execute and deliver on its behalf surety bonds,undertaking and other instruments of similar nature as follows: $2.5 Million This Power of Attorney is granted and sealed under and by the authority of the following Resolution adopted by the Board of Directors of the Company on the 4th day of February 1993. "Resolved,That the President,any Vice President,the Secretary and any Assistant Secretary appointed for that purpose by the officer in charge of surety operations shall each have authority to appoint individuals as Attorney-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 an 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 facsimile thereof may by imposed or fixed or in any other manner reproduced;provided,however,that the seal shall not be necessary to the validity of any such instrument or undertaking." `Resolved,That the signature of each of the following officers;President,Vice President,any Assistant Vice President,any Secretary or Assistant Secretary and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any Certificate relating thereto, appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for the purpose only of executing and attesting bonds and undertaking and other writings upon the Company and any such power required and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or undertaking to which it is attached.@ IN WITNESS WHEREOF,AEGIS SECURITY INSURANCE COMPANY has caused its official seal to be hereunto affixed,and these presents to be signed by its President this 30th day of January,2008. AEGIS SECURITY INSURANCE COMPANY tNSl1Jq Al&BY 44Es dpONATII DARLEEN J.FRITZ 19�Z President u90to Commonwealth of Pennsylvania } 3y. * F*` }s.s.:Harrisburg County of Dauphin } On this 30th day of January,2008,before me personally came Darleen J.Fritz to me known,who being by me duly sworn,did depose and say that she is President of AEGIS SECURITY INSURANCE COMPANY,the corporation described herein and which executed the above instrument;that she knows the seal of the said corporation,that the seal affixed to the said instrument is such corporate seal;that it was so affixed by order of the Board of Directors of said corporation and that she albetZilZZald 1445 signed her name thereto by like order. 1st d a =� REBECCA LIDDICK ,fit' * Notary Public 0r4RY P • My Commission Expires July 25,2013 I,the undersigned,Assistant Secretary of AEGIS SECURITY INSURANCE COMPANY,a Pennsylvania corporation,DO HEREBY CERTIFY that the foregoing and attached Power of Attorney remains in full force and has not been revoked:and furthermore that the Resolution of the Board of Directors,set forth in the said Power of Attorney,is now in force. Signed and sealed at the City of Harrisburg,in the Commonwealth of Pennsylvania,dated this 23 day of March 2011 ,Z∎N8Uggy� ,w010.40.24,,e DEBORAH A.GOOD cars 1977 ° �i.6rof nvnM} D Secretary d 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, 2009 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: A enc - The City of San Bernardino. Board - The Mayor and Common Council for the City of San Bernardino. City Engineer - The City Engineer 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 Office of the City Engineer, Public Works Department, located on the 31d floor of City Hall for the City of San Bernardino, 300 N. "D" Street, San Bernardino. SP-1 The mailing address for the City of San Bernardino's Public Works Department is: City of San Bernardino Public Works Department 300 North"D" Street, 3`d Floor San Bernardino, CA 92418-0001 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 Public Works Standards, Incorporated, a mutual benefit corporation comprised of five members representing the American Public Works Association, and four members from the Associated General Contractors of California, the Engineering Contractors Association, the Southern California Contractors Association, and BNi Publications,Incorporated. 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 References in the Special Provisions to "CALTRANS Standard Specifications" shall mean the Standard Specifications (MAY, 2006) of the State of California, Department 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 1 Procedures unless directed otherwise by these Special Provisions or as directed by the Engineer. The plans and specifications of this project shall conform to the requirements of the City of San Bernardino Municipal Code and Public Works Construction Policies, the latest editions of the Standard Specifications for Public Works Construction (green book), the American Concrete Institute (ACI), the current California Building Code, the current California Plumbing Code, Caltrans Standard Specifications, and these Special Provisions. 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 by 5:00 p.m. of the 5th working day 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 be considered as not fully executing the contract. 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 liquidated damages and not 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 ol oun iNo. the City a yof San Bernardino, on 11-20-95. This outreach program superse d d R Standard Operation Procedures dated January 1994. Bidder's outreach efforts (good faith efforts) must reach h o t to MBEs,produce and all other of business enterprises. Prime bidders could reasonably expected p e 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. 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 (CUCP) 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/find certified.htm SP-6 (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. (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. SP-7 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 Department, upon request, by 4:30 p.m. on the fourth working day following the day of the bid opening. *In the of 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. 2-1.05 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS -- Each bid shall have listed therein the name and address of each subcontractor to whom the bidder proposes to subcontract portions of the work in the amount of 1/2 of one percent of his total bid or $10,000.00, whichever is greater, in accordance with the Subletting and Subcontracting Fair Practices Act, commencing with Section 4100 of the Public Contract Code. The bidder's attention is invited to other provisions of said Act related to the imposition of penalties for a failure to observe its provisions by using unauthorized subcontractors or by making unauthorized substitutions. A sheet for listing the subcontractors, as required herein, is included in the Bid Documents, in Part I of these Special Provisions. 2-1.06 REQUIRED EXAMINATION OF ALL CONTRACT DOCUMENTS A. Before submitting a Bid, each Bidder shall thoroughly examine and be familiar with the Specifications, Plans, addenda, and all 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 the 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-8 2-1.07 REQUIRED INSPECTION OF THE SITE -- A. Bidders are required to inspect the site of the proposed 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 proposed 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 proposed 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 proposed 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-9 2-1.08 DESIGN ENGINEER MAY NOT BID ON CONSTRUCTION CONTRACT -- No engineering or architectural firm which has provided design services for a project shall be eligible to bid on the contract to construct the project. The ineligible to bid include the prime contractor for design, subcontractors of portions of the design, and affiliates of either. An affiliate is a firm which is subject to the control of the same persons, through joint ownership or otherwise. 2-1.09 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. 2-1.10 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-10 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 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 Special Provisions-Instructions to Bidders, the Plans, the Standard Specifications, the Notice Inviting Sealed Bids and Addenda, together with any attachments. The Bidder to whom the contract is awarded shall be notified upon approval of the contract by the Mayor and Common Council. The Bid Form, the Special Provisions-Instructions to Bidders, the Plans, the Standard Specifications, the Notice Inviting Sealed Bids and 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. 3-1.03 CONTRACT BONDS -- The Payment and Faithful Performance Bonds shall be filed with the Engineer before the Notice to Proceed 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. The Contractor shall provide to the CITY three (3) original "wet" copies of Payment and Performance Bonds equal to 100% of the award amount of the contract. SP-11 3-1.04 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, will delay the issue of the Notice to Proceed, and such delay will subject the bidder to a negative determination of the bidder's responsibility should the bidder choose to participate in future public works bid offerings. SP-12 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 the notification of award, inform the Construction/Survey Manager 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 shall not be issued until all required documents have been submitted and approved by the CITY. The Contractor shall immediately notify and obtain the approval of the Construction/Survey Manager, prior to the Pre-Construction Meeting, should special circumstances or conditions exist that might prohibit the Contractor from providing all required documentation and commencing work as scheduled within 10 working days of the Pre-Construction meeting. Required documentation shall include the Contractor's applicable NPDES plan (for required submittal time refer to Section 6-1.03 of these Special Provisions), the proposed Construction Schedule, Traffic Control Plan and Traffic Detour Plan (as required). 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. 4-1.04 WORKING DAYS -- The Contractor shall diligently prosecute the work to completion before the expiration of 20 WORKING DAYS from the date of the "NOTICE TO PROCEED". SP-13 4-1.05 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, 2°d Floor, San Bernardino, CA 92418. 4-1.06 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. 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. 4-1.07 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. 4-1.08 INSPECTION -- The Contractor is responsible to notify the Public Works Department Inspection 48 hours prior to the 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. SP-14 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 5-1.07, "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 to 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-15 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 wages shall comply with current rates and all updates in effect on the date of the first advertisement by the City Clerk of the "Notice Inviting Sealed Bids". 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-16 (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 EMPLOYMENT OF APPRENTICES -- This project is subject to the State of California Division of Apprenticeship Standards (DAS) requirements for the employment of apprentices. The Contractor's attention is directed to the provisions in the following section of the California Labor Code concerning employment of apprentices on public works projects: 1773.3 An awarding agency whose public works contract falls within the jurisdiction of Section 1777.5 shall, within five days of the award, send a copy of the award to the Division of Apprenticeship Standards. When specifically requested by a local joint apprenticeship committee, the division shall notify the local joint apprenticeship committee regarding all such awards applicable to the joint apprenticeship committee making the request. Additional information regarding the Contractor's options for the employment of apprentices registered with the California Department of Industrial Relations, DAS can be obtained at http://www.dir.ca.gov/DAS/PublicWorksForms.htm. 5-1.07 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. SP-17 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. 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. 5-1.08 DIFFERING SITE CONDITIONS -- During the progress of the work, if subsurface or latent physical conditions are encountered at the site differing materially from those indicated in the contract or if unknown physical conditions of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in the work provided for in the contract, are encountered at the site, the party discovering such conditions shall promptly notify the other party in writing of the specific differing conditions before they are disturbed and before the affected work is performed. Upon written notification, the Engineer will investigate the conditions, and if the Engineer determines that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any work under the contract, an adjustment, excluding loss of anticipated profits, will be made and the contract modified in writing accordingly. The Engineer will notify the Contractor of his determination whether or not an adjustment of the contract is warranted. SP-18 No conflict adjustment which results in a benefit to the Contractor will be allowed unless the Contractor has provided the required written notice. No contract adjustment will be allowed under the provisions specified in this section for any effects caused on unchanged work. Any contract adjustment warranted due to differing site conditions will be made in accordance with the provisions in Section 3-4, "Changed Conditions", of the Standard Specifications. 5-1.09 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. 5-1.10 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-19 ACORD FORM INSURANCE SAMPLE: DATE(MM/YY/DD) ACCORD CERTIFICATE OF INSURANCE 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 COVERAGE CERTIFICATE DOES NOT T EN OLIO ES BELOW.ALTER 1226 EAST LA PALMA AVENUE COMPANIES AFFORDING COVERAGE ANAHEIM, CA 92807 (714)524-4949 FAX: (7145)524-4940 COMPANY A CNA-TRANSCONTINENTAL INSURED COMPANY B CNA—VALLEY FORGE YOUR COMPANY NAME COMPANY AND ADDRESS C CHUBB GROUP-FEDERAL INSURANCE 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 AFFORDED BY THE POLICIES DESCRIBED OHEREIN IS SUBJECT TO ALL THE TERMS,DOCUMENT EXCLUSIONS RESPECT AND CONDITIONS OF SUCH POLICIES.LLIIMITS SHOWN MAY HAVE BEEN REDC ED BY PAID CLAIMS. POLICY POLICY EFFECTIVE POLICY EXPIR LIMITS LT TYPE OF INSURANCE NUMBER DATE(MM/YY/DD) DATE(MM/YY/DD) LTR $1 000 000 EACH OCCURRENCE GENERAL LIABILITY FIRE DAMAGE(ANY ONE FIRE) © COMMERCIAL GEN LIABILITY $ 500 000 A ■ CLAIMS MADE OCCUR MED EXP ANY ONE PERSO $ 5 000 102267576 02/01/98 02/01/99 © OWNER'S&CONTRACTOR'S PROT PERSONAL&ADV INJURY $1 000 000 ■- GENERAL AGREGATE $2 000 000 ■ PRODUCTS-COMP/OP AGG $2 000 000 COMBINED SINGLE LIMIT $1 000 000 AUTOMOBILE LIABILITY II AUTO BODILY INIURY $ 'er Person BODILY INJURY $ B III ALL OWNED AUTOS 'er ident BAP 5197135 02/01/98 02/01/99 I ['1 RTY DAMAGE SCHEDULED AUTOS ccident li ■ HIRED AUTOS I 111 NON-OWNED AUTOS I I 111 GARAGE LIABILITY 0 ONLY-EACH ACCIDENT fother than auto only: $ ANY AUTO ACCIDENT ill other than au EA to only: $ I AGGREGATE © WORKERS COMP WORKERS COMPENSATION AND STATUTORY LIMITS EMPLOYER'S LIABILITY $1,000,000 E.L.EACH ACCIDENT C ■ `r t:II 12/01/98 02/01/99 $1,000,000 E.L.DISEASE-EA EMPLOYEE TJIEPROPRIRETOR/ INCL PARTNERS/EXECUTIV Ill $1,000,000 E.L.DISEASE-POLICY LIMIT E OFFICERS ARE: EXCL - 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 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCEI I FO BEFORE THE EXPIRATION DATE THEREOF, THE CITY OF SAN BERNARDINO THE ISSUEING COMPANY WILL MAIL 21 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMES TO THE LEFT. DEPARTMENT OF PUBLIC WORKS AUTHORIZED REPRESENTATIVE 300 N. "D" STREET, 3RD FLOOR JOHN E.SMITH (Signature) SAN BERNARDINO,CA 92418-0001 ®ACCORD CORPORATION ACCORD 25-S 1/95 SP-20 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 DEPARTMENT OF PUBLIC WORKS 300 NORTH"D" STREET,3R1)FLOOR SAN BERNARDINO, CA 92418-0001 SIMPLE 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 o t the thatrinsured lby shown in the Schedule, but only with respect to liability g or for you. NOTE: MUST BE SIGNED BY AUTHORIZED GIVING AUTHORITY REPRESENTATIVE O FOR BIND PROVIDER SUPPLY POWER OF ATTORN CG 20 10 11 85 Authorized Representative for CNA Insurance Group Golden Eagle Insurance Company SP-21 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, "Contract Unit Prices", 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, "General", of the Standard Specifications 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-22 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) throughout the entire project. The Contractor, without limitation, shall be responsible for providing and implementing 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, for preventing any contaminants, including soil, from entering any drainage system. The Contractor shall be responsible for having sufficient materials on hand and being prepared to provide erosion and sediment controls capable of preventing erosion from being washed into the storm drain system. The Contractor shall be responsible for maintaining equipment so that oil, grease, gasoline, diesel fuel, et al., do 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 SWPPP. 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-23 The Contractor shall have a minimum of two (2) readily accessible copies of each publication on the project 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 VEHIf T E AND EQUIPMENT MANAGEMENT � MM-- 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-24 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 one BMP actual listed under each contractor activities, or construction operations. When more than 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. 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. SP-25 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.htm. 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 excavated activities which are other non-storm water sources. During all periods of construction, stored on-site shall be completely covered with waterproof material and 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 manner 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. The CITY, as Permittee, is subject to enforcement actions by the State Water Resources Control Board, Environmental Protection Agency, and private citizens. Contractor has not assess the Contractor a penalty of $1,000 for each calendar day that the implemented the BMP(s) or SWPPP 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 BMP(s) or SWPPP. SP-26 THE CONTRACTOR SHALL COMPLY WITH THESE REQUIREMENTS The AND CITY ENGINEER'S DIRECTIONS DURING THE COURSE OF CONSTRUCTION. shall provide to the CITY, prior to beginning construction, the name and telephone number(s) of g the Contractor and/or the Contractor's NPDES representative, which can be reached and will respond to calls 24 hours/day for emergencies during construction activity. Full compensation for the implementation of BMPs, including the construction,with NPDES and the furnishing of all necessary labor, equipment, and materials to comply fully requirements shall be considered as included in the contract bid lump sum pricee, or if no specific bid item, the contract bid prices paid for the various bid items of work, compensation shall be allowed therefor. Full compensation for preparation of the SWPPP, revisions to the SWPPP, and all l other e r related costs, including the construction, removal, and the all considered as equipment, and materials to comply fully with NPDES requirements shall be 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 LICENS AND E -- The Contractor shall phall obtain a City of City Business Registration prior to the execution of the contract. Contractor San Bernardino Business Registration at his/her own expense. Prior to the commencement of work, the Contractor shall obtain a co at San Bernardino at no cost from the City of San Bernardino, Public Works Department, located City Hall, 300 North "D" Street, 3`d Floor, San Bernardino, California. The permit shall all be kept pt in a readily available place on the job site at all times during construction. While no be charged for the permit, no permit will be issued unless the Contractor provides a code reference number from USA. The Contractor shall obtain all required permits from all other City of San Bernardino Departments/divisions and/or agencies including,but not limited Street the Community any involved veld went, Building and Safety Division, the Public Works Department, St Regional agency, county flood control, railroad, Caltrans, Fish & ose fated gn the Plans and Water Quality Board, etc., at his/her own expense, unless otherw Specifications. These fees and permits shall include water and sewer hook-up, meter, inspection and flagging fees. SP-27 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. 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 and 43 0 p.m., Monday Contractor's through activities shall be confined to the hours between 7:00 a.m. an P Thursday, 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 will coordinate inspections with the Public Works Inspector 48 hours prior to any work being done during evenings, Fridays or Saturdays. The Contractor shall coordinate with the Engineer regarding working hours prior to start of construction. Except for Fridays, 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. SP-28 Designated legal Holidays are: January July 4th,1s`, the third Monday in January, the third Monday in February, the last Monday in May, J 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. 6-1.07 PAYMENTS -- Attention is directed to Section 9-3, "Payment", 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. I wee kly stockpiling kpili unless necessary, the material shall be removed or disposed 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 work. ial the shall become the property of the Contractor and shall be disposed of by him away from the site SP-29 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. 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. SP-30 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. 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. SP-31 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. 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-32 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 Engineering Section 300 North "D" Street, 5th Floor San Bernardino, CA 92418 Phone: (909) 384-5092 Attn: Mike Nevarez SP-33 4. VERIZON 1980 Orange Tree Lane, Suite 100 Redlands, CA 92374-2803 Phone: (909) 748-6655 Attn: Control Desk 5. TIME WARNER TELCOM OF CALIFORNIA (ADELPHIA;COMICAST) 1500 Auto Center Drive Ontario, CA 91761-1561 Phone: (909) 795-3349 Attn: Stewart King 6. TIME WARNER TELCOM OF CALIFORNIA (ADELPHIA; TCI) 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, CA 94596-2714 Phone: (916) 799-4642 Attn: Rosemary Hamill, Cell Phone A.T. & T. - Cable Hazards Center Phone: (800) 252-1133 or A.T. & T. - Plant Protection Services Phone: (909) 381-7385 Attn: John Bradley 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-34 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: Scipio Ibarra 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-35 16. CITY OF SAN BERNARDINO INFORMATION TECHNOLOGY NETWORK GROUP 300 North"D" Street, 4th Floor San Bernardino, CA 92418 Phone: (909) 384-5947 Attn: Larry Martin 17. CITY OF SAN BERNARDINO PUBLIC WORKS DEPARTMENT STREET DIVISION 234 S, Mt. View Avenue San Bernardino, CA 92408 Phone: (909) 384-5143 Attn: John Van Havermaat 18. CITY OF SAN BERNARDINO PUBLIC WORKS DEPARTMENT TRAFFIC SIGNALS & STREET LIGHTING 234 S. Mt. View, #110 San Bernardino, CA Phone: (909) 384-5129 Attn: Clemente Elizalde 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-36 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-37 SECTION 8 8-1 DESCRIPTION OF WORK 8-1.01 DESCRIPTION -- The work to be done consists, in general, of construction of portland cement concrete curb ramp, including adjacent sidewalk, retaining curb and curb and gutter; cold mill grinding of existing pavement; construction of asphalt concrete pavement overlay, including feathering; adjustment of manhole frames and covers and utility enclosures to new grade; application of thermoplastic traffic striping, raised pavement markers and pavement markings, relocating and replacing lateral location survey markers, and such other items or details, not mentioned above, that are required by the Plans, Standard Specifications, or these Special Provisions to 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 WORK SITE MAINTENANCE -- The Contractor shall comply with the provisions in Section 7-8, "Work Site Maintenance", 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-38 8-1.04 PROJECT LOCATIONS -- See separate bound Plans. 8-1.05 GEOTECHNICAL INVESTIGATION -- See the APPENDIX of these Special Provisions. 8-1.06 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. 8-1.07 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-39 8-1.08 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 if received by 5:00 p.m. of the 5th working day prior to the day of the proposed 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: PLANS & SPECIAL PROVISIONS NO. 12283B PAVEMENT REHABILITATION, RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE (SW 08-005) Attention: Mirela Grigorescu Tel: (909) 384-5202; Fax: (909) 384-5190 E-mail: grigorescu_mi @sbcity.org SP.-40 SECTION 9 9-1 TRAFFIC CONTROL 9-1.01 GENERAL -- The Contractor shall comply with Section 7-10, "Public Convenience and Safety", of the Standard Specifications for Public Works Construction, latest edition, and these Special Provisions. Warning signs, lights, cones, barricades and devices for use in performance of work upon highways shall conform to the most recent "California Manual on Uniform Traffic Control Devices". 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 plans shall be based on the most recent "California Manual on Uniform Traffic Control Devices". 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, and 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 shall be properly lighted to the satisfaction of the Engineer. The Contractor shall take all necessary measures to maintain 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"California Manual on Uniform Traffic Control Devices". 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-41 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. The Contractor shall notify all local authorities of his intent to begin work, in writing, at least seven(7) days before work is begun. 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 provided herein, the Contractor may post temporary "NO PARKING" signs within the area of work as required to facilitate construction operations, subject to approval of the Engineer. Personal vehicles of the Contractor's employees shall not be parked on the traveled way at any time. 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 cooperate with local authorities relative to handling traffic through the area and 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. 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. SP-42 9-1.05 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. Convenient access to abutting properties shall be maintained and remain open, unless approved by the Engineer. 9-1.06 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. 9-1.07 LANE CLOSURE -- The Contractor shall not close more than one (1) lane at a time. The Contractor shall submit traffic control plans and obtain written approval from the Traffic Engineer prior to lane closure. 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. 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 (unless otherwise approved by the Engineer) and the day preceding designated legal holidays; and when construction operations are not actively in progress on working days. The Contractor shall furnish, install, and upon completion of the work, remove all signs and warning devices required for directing, protecting, and detouring the public during construction. Emergency vehicles shall be permitted access at all times to any street. Unless otherwise authorized by the Engineer, pedestrian access shall be permitted to pass through the work area, or an approved detour shall be provided. Safe and adequate pedestrian access to all business establishments shall be continuous and unobstructed unless otherwise approved by the Engineer. SP-43 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, shall be considered as included in the lump sum prices 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 not be adopted until approved in writing by the Engineer. Such approved modifications or alterations shall be adopted immediately and shall be considered paid in full as a part of the lump sum contract bid price for "TRAFFIC CONTROL", and no additional compensation will be allowed therefor. SP-44 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. The cost of bonds, insurance, move in and move out costs, preparation and submission of submittals, obtaining encroachment permits, and miscellaneous incidental costs, shall be included in the Bid Item provided for mobilization and demobilization and incidental project costs as a lump sum item, for which 75 percent (75%) will be eligible for inclusion in the first progress payment, with the remaining 25 percent (25%) not eligible for inclusion until 100 percent(100%) of the work has been completed and if progress of the work is satisfactory. SP-45 No work shall be started without prior approval of the submittals. Failure to comply with the preceding requirement will be sufficient ground for the Engineer to stop all work on the project until the requirements are met. 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-46 SECTION 11 THROUGH SECTION 13 BLANK SP-47 SECTION 14 14-1 ASPHALT CONCRETE 14-1.01 GENERAL -- Asphalt concrete shall comply with the requirements of Section 203-6, "Asphalt Concrete", and Section 302-5, "Asphalt Concrete Pavement", of the Standard Specifications and these Special Provisions. The Performance Grade of the asphalt concrete shall be PG 64-10. Where dense graded asphalt is being constructed in two layers or more, the asphalt concrete pavement for the base course shall be B-PG 64-10. Where dense graded asphalt is being constructed in a single layer or for a finishing course or asphalt concrete overlay, the asphalt concrete pavement shall be C2-PG 64-10. A tack coat shall be applied, as directed by the Engineer. The Contractor shall coordinate with the Engineer regarding the protection of newly installed sewer lateral location markers prior to beginning the work of this project. The Contractor shall be responsible for accurate marking of lateral locations in the parkway out of the path of the project work and replacing all 2-1/4" flat shiner and concrete nails approximately 1/2 foot in from the edge of pavement following the project work, as directed by the Engineer. 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. SP-48 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. 14-1.04 ADJUSTING MANHOLE FRAMES AND COVERS AND WATER VALVE COVERS TO GRADE - Adjusting manhole frames and covers to grade after completion of paving shall be in accordance with Sub-Section 301-1.6 "Adjustment of Manhole Frame and Cover Sets to Grade", of the Standard Specifications, SECTION 46, "Adjust Manhole Frames And Covers To Grade" of these Special Provisions, and as directed by the Engineer. Adjusting water valve enclosures to grade after completion of paving shall be in accordance with SECTION 25A, "Adjustment of Water Facilities" of these Special Provisions, and as directed by the Engineer. All debris and foreign material shall be removed from the cover in accordance with Sub- Section 301-1.6 The pavement surrounding the frames and covers shall meet the smoothness requirement as specified in Sub-Section 302-5.8, "Manholes (and other structures)", of the Standard Specifications. 14-1.05 ADJUSTING NON-CITY UTILITY MANHOLES/VAULTS -- Adjusting non-city utility manhole/vault frames and covers to grade after completion of paving shall be performed by others. 14-1.06 PAYMENT -- The contract bid unit price paid per ton for "ASPHALT CONCRETE PAVEMENT OVERLAY and 2' FEATHER" shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in placing pavement material, including crack sealing, tack coat, overlay, feathering, adjustment of manhole frames and covers to grade, as required, replacing lateral line location survey markers (2 '/4" flat shiner and concrete nail) in new pavement, complete in place, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. Adjusting water valve enclosures to grade following the Contractor's paving operations shall be considered as included in the contract bid price paid per each for "ADJUST Existing WATER VALVE COVER To Grade", and no additional compensation will be allowed therefor. SP-49 SECTION 15 BLANK SP-50 SECTION 16 16-1 PORTLAND CEMENT CONCRETE 16-1.01 GENERAL -- Portland cement concrete construction shall comply with Section 201-1, "Portland Cement Concrete", and Section 303-5, "Concrete Curb, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps and Driveways", of the Standard Specifications, as shown on the Plans, Standard Drawings and these Special Provisions. Portland cement concrete shall be Class 520-C-2500, with a maximum slump of four (4) inches. 16-1.02 PCC CURB RAMP -- Portland cement concrete curb ramp shall be constructed in accordance with Standard Plans for Public Works Construction(SPPWC) Standard Plan 111-4, as shown on the Plans, and as directed by the Engineer. 16-1.03 PCC SIDEWALK -- Portland cement concrete sidewalk and sidewalk by- pass shall be constructed in accordance with CITY Standard Plan. 202, modified per Plan, and as directed by the Engineer. 16-1.04 PCC CURB & GUTTER -- Portland cement concrete curb and gutter, modified to meet existing, shall be constructed in accordance with the CITY's Standard Plan 200, Type"B", as shown on the Plans, and as directed by the Engineer. 16-1.05 PCC RETAINING CURB -- Portland cement concrete retaining curb, 6" wide, shall be constructed in accordance with the Standard Plans for Public Works Construction (SPPWC) Standard Plan 111-4, as shown on the Plans and as directed by the Engineer. The above-referenced CITY Standard Plans and the Standard Plans for Public Works Construction(SPPWC) Standard Plans are included in the APPENDIX and made a part of these Special Provisions. All work shall conform to the above standards to the extent feasible; however, emphasis shall be given to matching dimensions of adjoining improvements, subject to concurrence of the Engineer. It is the Contractor's responsibility for the ramp-type selection with concurrence from the Engineer, at every access ramp location,before proceeding to remove existing improvements. No removals shall be done until it has been determined by the Contractor that an access ramp can be installed that will meet all ADA requirements. SP-51 The Contractor shall be responsible for modifying traffic signal and highway lighting conduit and conductors when adjusting pull boxes in ramp areas. The Contractor shall be responsible for replacement of any pull boxes and/or pull box covers damaged prior to and/or during construction. The Contractor shall be responsible for modifying any portion of sprinkler irrigation system found to be in conflict with the construction of curb ramp or sidewalk. The Contractor shall be responsible for replacement of any portion of sprinkler irrigation facilities damaged prior to and/or during construction. The Contractor shall protect all existing structures and facilities which are adjacent to the limits of the work to be done under this contract, in accordance with Section 7-9, "Protection and Restoration of Existing Improvements", of the Standard Specifications and these Special Provisions. 16-1.06 BONDING -- Joints between new and existing concrete shall be given surface preparation as follows: 1. Joints made with the mass of existing concrete by cutting, chipping, or grinding shall be cleaned free of all loose deleterious material by thorough brooming and compressed air jetting. 2. Original surfaces or existing concrete shall be cleaned free of bitumens, grease, paint, and other deleterious materials and clean aggregate of at least 3/8-inch size shall be exposed by rock hammer abrasive blast cleaning or machine scarifying. 16-1.07 PAYMENT -- The contract bid unit price paid per square foot for "PCC CURB RAMP" and "PCC SIDEWALK" shall include full compensation for furnishing all materials, equipment and incidentals, and for doing all the work involved in constructing concrete curb access ramp and concrete sidewalk adjacent to curb ramp, including saw cutting existing concrete, removing existing concrete, adjusting water valves and traffic pull boxes to grade and restoring irrigation system as required, performing unclassified excavation and unclassified fill, 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. There will be "No Payment" of any kind for access ramps that do not meet the ADA Standards and the APWA Standard Drawing No. 111-4. SP-52 The contract bid unit price paid per linear foot for "PCC CURB & GUTTER" and"PCC RETAINING CURB" shall include full compensation for furnishing all materials, equipment and incidentals, and for doing all the work involved in constructing concrete curb and gutter at curb returns and retaining curb for curb access ramp, including saw cutting and removal of existing concrete, any unclassified excavation and/or unclassified fill, complete in place to meet existing, 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. Asphalt concrete that is used to fill the area from the Contractor's operations (area that is left after removing concrete forms from gutter face) shall be considered as included in the contract bid price paid per ton for "ASPHALT CONCRETE", and no additional compensation will be allowed therefor. SP-53 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. The Contractor shall coordinate with the Engineer regarding the protection of newly installed sewer lateral location markers prior to beginning the work of this project. The Contractor shall be responsible for accurate marking of lateral locations in the parkway out of the path of the project work and replacing all 2-1/4" flat shiner and concrete nails approximately 1/2 foot in from the edge of pavement following the project work, as directed by the Engineer. 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. SP-54 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. 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 MILLING" shall include full compensation for conforming to the requirements of this Section, for furnishing all 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 MILLING" of asphalt concrete pavement and no additional compensation will be allowed therefor. Replacing lateral line location survey markers (2 'A" flat shiner and concrete nail) in new pavement shall be considered as included in the contract bid price paid per ton for "ASPHALT CONCRETE", and no additional compensation will be allowed therefor. SP-55 SECTION 18 THROUGH SECTION 19 BLANK SP-56 SECTION 20 20-1 THERMOPLASTIC TRAFFIC STRIPING, PA E ENT MARKING AND RAISED PAVEMENT MARKERS 20-1.01 GENERAL - The application of traffic striping, pavement markings and raised pavement markers shall conform to the requirements of Section 310-5.6, "Painting Traffic Stripes, Pavement Markings, and Curb Markings", and Section 312, "Pavement Marker Placement and Removal", of the Standard Specifications and these Special Paint for traffic striping and pavement markings shall conform to the requirements of Section 210-1.6.2, "Thermoplastic Paint, State Specifications", of the Standard Specifications. The paint shall contain pre-mixed glass beads with additional glass beads to be mechanically applied when the paint is applied, in accordance with Section 210-1.6.5, "Reflective Material", of the Standard Specifications. Pavement markings and traffic stripes are to conform to pavement delineation plates. Thermoplastic material for traffic stripes shall be applied at a minimum thickness of 0.080-inch. Thermoplastic traffic stripes and pavement markings shall be placed a minimum of 6 working days after paving is completed. Raised pavement markers (RPMs), if required, shall be Stimsonite-Low Profile No. 953A (yellow) and No. 953B (clear white) or approved equal. The CALTRANS Standard Plans details referenced on Manual the Unaform Traffic the BID Devices ( CA MUTCD ) are D DOCUMENTS, and the related incfigures ludedf in the APPENDIX and made a part of these Special Provisions. All work shall conform to the above standards to the extent feasible; however, emphasis shall be given to matching dimensions of adjoining improvements, subject to concurrence of the Engineer. 20-1.02 PAYMENT - The contract bid price paid per linear foot for the various bid items of "THERMOPLASTIC TRAFFIC STRIPING shall include full compensation for furnishing all tools, equipment and materials, and for doing all work involved in the application of thermoplastic traffic striping and raised pavement markers, per the Plans, the CALTRANS Standard Plans and the California Manual on Uniform Traffic Control Devices (CA MUTCD) Figures, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-57 The contract bid price paid per each for the various bid items of "THERMOPLASTIC TRAFFIC PAVEMENT MARKING" shall include full compensation for furnishing all tools, equipment and materials, and for doing all work involved in the application of thermoplastic traffic pavement marking, per the Plans, the CALTRANS Standard Plans and the California Manual on Uniform Traffic Control Devices (CA MUTCD) Figures, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-58 SECTION 21 THROUGH SECTION 24 BLANK SP-59 SECTION 25A 25A-1 ADJUSTMENT OF WATER FACILITIES 25A-1.01 GENERAL - Adjustment of water meter boxes and water valve enclosures 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 enclosures 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 a meets domestic water specifications and has been approved ethe East Valley Water District. system by the Municipal Water Dep artment or SP-60 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 a same.agencies having jurisdiction, and shall make application for all required permits and bear cost 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 s otherwise for se indicated in the Plans or these Special Provisions specifications, or unless otherwise 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-61 25A-1.07 PAVEMENT REPLACEMENT - When it is necessary to break pavement in order to adjust water facility enclosures 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 s b replaced with shown on the Plans. The pavement so removed shall be hauled away 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 meter box or 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 COVER To Grade" shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in adjusting water valve enclosures to grade following the Contractor's paving operations to meet the grade of project improvements, complete in place, per the Plans, 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 enclosure and covers, and no adjustment shall, therefore, be made in the contract bid unit prices for increased or decreased quantities of adjusting utility facilities. SP-62 SECTION 26 THROUGH SECTION 45 BLANK SP-63 SECTION 46 46-1 ADJUST MANHOLE FRAMES AND COVERS TO GRADE 46-1.01 GENERAL -- Adjusting manhole frames and` covers to grade, after completion of paving, shall be in accordance with Sub-Section 301-1.6, "Adjustment of Manhole Frames And Cover Sets To Grade", of the Standard Specifications, these Special Provisions, per the Plans and as directed by the Engineer. All debris and foreign material shall be removed from the cover in accordance with Sub- Section 301-1.6 of the Standard Specifications. The pavement surrounding the frames and covers shall meet the smoothness requirement as specified in Sub-Section 302-5.8, "Manholes (and other structures)" of the Standard Specifications. 46-1.02 ADJUSTING NON-CITY UTILITY MANHOLES/VAULTS -- Adjusting non-city utility manhole/vault frames and covers to grade after completion paving performed by others. 46-1.03 PAYMENT -- Full compensation for providing all the material, tools and equipment, and for doing all the work involved in adjusting manhole frames and covers to grade, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, shall be considered as included in the various contract bid items of work, and no additional compensation will be allowed therefor. The provisions contained in Section 3-2, "Changes Initiated the Agency",y and of the Standard Specifications shall not apply to adjusting manhole frames adjustment shall, therefore, be made in the contract bid unit prices for increased or decreased quantities of adjusting utility facilities. SP-64 SECTION 47 THROUGH SECTION 49 BLANK SP-65 SECTION 50 50-1 REMOVAL AND RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT 50-1.01 GENERAL - The Contractor shall comply with Section 7-9, "Protection and Restoration of Existing Improvements", of the Standard Specifications, latest edition, and these Special Provisions. 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 ines shall be sawlcut. or between scoring line and joint. Prior to removal, scoring g 4. If a concrete driveway is damaged and is a single monolithic structure, it shall be removed in its entirety and replaced. SP-66 5. If a concrete driveway is damaged and is monolithic with t the the sidewalk.k, it shall be set off from the sidewalk by a saw cut along the edge shall then be removed in its entirety and replaced. they shall be restored or the construction, equal or replaced to a condition 6. If the roadside signs are damaged better during 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. 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 e prices will pai allowed or th various contract bid items of work involved, and no additional compensation therefor. SP-67 APPENDIX SOILS REPORT REPORT OF LIMITED GEOTECHNICAL STUDY SEWER AND STREET IMPROVEMENTS ON RIALTO STREET FROM LENA ROAD TO TIPPECANOE AVENUE AND 3RD STREET FROM "G" STREET TO "H" STREET CITY OF SAN BERNARDINO SAN BERNARDINO COUNTY, CALIFORNIA PROJECT NO.: 622-R08 REPORT NO.: 2 FEBRUARY 29, 2008 SUBMITTED TO: CITY OF SAN BERNARDINO PUBLIC WORKS / ENGINEERING 300 NORTH D STREET SAN BERNARDINO, CA 92408 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 February 29, 2008 City of San Bernardino Project No.: 622-R08 Public Works / Engineering Report No.: 2 300 North D Street San Bernardino, CA 92408 Attention: Mr. Robert Sepulveda Associate Engineer Subject: Report of Limited Geotechnical Study, Sewer and Street Improvements on Rialto Street from Lena Road to Tippecanoe Avenue and 3rd Street from "G" Street to "H" Street, City of San Bernardino, San Bernardino County, California. References: City of San Bernardino,Development Services-Public Works /Engineering, Undated with no Revisions, Unsigned, Unapproved, Sewer Improvements and Street Improvements on Rialto Street -Lena Road to Tippecanoe Avenue (SW08-05), 3rd Street - "G"Street to "H" Street (SW08-12), Drawing No. 12283, Sheet 1 of 7 Sheets through Sheet 7 of 7 Sheets. Mr. Sepulveda: According to your request, we have completed a limited geotechnical study for the sewer improvements on Rialto Street, 3rd Street, and Lena Road 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 underlying earth strata and the presence of groundwater. Five (5) exploratory 622-R08.2 February 29, 2008 Page 2 borings were performed along the project alignment on February 4, 2008. The locations of the borings were pre-established by representatives of the City of San Bernardino. The locations of the borings were marked in the field by representatives of Hilltop Geotechnical, Inc. by pacing and sighting from the adjacent existing streets and adjacent structures as shown on the referenced plans. Approximate locations of the exploratory excavations are denoted in the table in the subsequent`Existing Pavement Section'in this report. Approximate elevations of the exploratory excavations were determined by interpolation from the profile as shown on the referenced plans. Locations and elevations of the exploratory excavations should be considered accurate only to the degree implied by the method used in determining them. The exploratory borings were performed by using a truck-mounted drill rig equipped with 8-inch outside-diameter, hollow-stem augers. The exploratory excavations were explored to a depth of approximately 11 to 14.5 feet below existing pavement surfaces at the excavation locations. Bulk and relatively undisturbed samples of encountered earth materials were obtained at various depths in the exploratory excavations and returned to our laboratory for testing and verification of field classifications. Bulk samples were obtained from cuttings developed during the excavation process and represent a mixture of soils with i ri the depth indicated on the logs. Disturbed samples of encountered earth materials were obtained at various depth by driving a split-spoon sampler. The sampler was driven with successive drops of a 140-pound weight having a free fall of approximately 30 inches. Blow counts for each successive 6.0 inches of penetration,or fraction thereof,are shown on the attached`Subsurface Exploration Log,' Plate Nos. 1 through 5, presented in this report. Groundwater observations were made during, and at the completion of the excavation process and are noted on the attached `Subsurface Exploration Log,' if encountered. The exploratory excavations were logged by a representative of Hilltop Geotechnical, Inc. for 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 Classification System (USCS), ASTM D2488, visual-manual procedures, as illustrated on the attached, simplified `Subsurface Exploration Legend.' The visual textural description, color of the soil at natural moisture content, apparent moisture condition of the soils,and apparent relative density or consistency of the soils,etc., were recorded on the field logs. The`Relative Density'of granular soils is given as very loose, loose, medium dense, dense, or very dense and is based on the number HILLTOP GEOTECHNICAL, INC. 622-R08.2 February 29, 2008 Page 3 of blows to drive the sampler. The `Consistency' of silts or clays is given as very soft, soft, medium stiff, stiff, very stiff, or hard and is also based on the number of blows to drive the sampler. The field log for each excavation contains factual information and interpretation of soil conditions between samples. The `Subsurface Exploration Logs'presented in this report represent our interpretation of the field log contents and results of laboratory observations and tests performed on samples obtained in the field from the exploratory excavations. The exploratory boring excavations were areas ao with theirexcavated initial COnd condition before and with reasonable effort to restore the site. Where borings were located in existing paved areas, the borings were capped with asphaltic concrete,cold patch material. In an area as subsidence of backfill soil l and deep as a boring excavation, consolidation and result in time, causing a depression of the excavation areas. The client is advised to observe exploratory excavation areas periodically and, when needed, backfill noted depressions. EXISTING PAVEMENT SECTION The asphalt concrete and aggregate base thickness at the boring locations are presented in the following table: Asphalt Aggregate Base Boring No. Boring Location Thickness Thickness (in.) (in.) Lena Road,Sta. ±7+50, 36' Rt. 6.0 10.0 Rialto Avenue, Sta. ±30+00, 18' Rt. 3.0 6.0 — Rialto Avenue, Sta. ±21+00, C.L*. 6.0 3.5 Rialto Avenue, Sta. ±13+00, C.L. 8 5 4.0 3rd Street,Sta. ±14+50, 9' Rt. 3.5 9.0 * C.L. - Centerline of the proposed sewer alignment. __. EARTH MATERIAL DESCRIPTION Presented as follows are brief descriptions of the earth materials encountered in the exploratory excavations. More detailed descriptions of the earth materials encountered are presented on the attached Sabs hown on the logs represent the 1 through 5. The earth material strata conditions at the actual exploratory excavation locations. Other variations may HILLTOP GEOTECHNICAL, INC. 622-R08.2 February 29, 2008 Page 4 occur beyond and/or between the excavations. Lines of demarcation between the earth materials on the logs represented the approximate boundary between the material types; however, the transition may be gradual. The site materials encountered at the boring locations were identified as pavement overlying man-made fill (af), overlying alluvium (Qal). The pavement section encountered at the locations of the boring ranged between 3.0 to 8.5 inches asphalt concrete overlying 3.5 to 10 inches of aggregate base material. The fill material varied in thickness from approximately 2.0 to 7.0 feet. The man- made fill generally consisted of silty, fine to coarse sands with a trace to some gravel (SM), silty, fine sands (SM), slightly silty, fine to coarse sands with some gravel (SP-SM), and fine to coarse sands (SP). The fill was generally dark brown, brown, light brown, orange-brown, and gray in color, moist, and medium dense in relative density. The alluvium underlying the pavement section and man-made fill a the project alignment generally consisted of fine to coarse sands with a trace (SP), gravely medium to coarse sands (SP), silty fine to coarse sands with a trace to some gravel and a trace clay (SM), sandy silts (ML), sandy clays (CL), and silty clays with a trace to some sand(CL). These strata were generally light gray, gray, dark gray, light gray-brown, brown, light brown, light orange-brown, or black, in color,moist, and loose to very dense in relative density or medium stiff to very stiff in consistency. The borings were terminated in the alluvial materials. GROUNDWATER Groundwater was not encountered in the exploratory excavations to the maximum depth explored of approximately 14.5 feet below existing r surface at the boring locations at the time the fie ld study was performed for this report. SITE VARIATIONS Based on results of our subsurface exploration and experience, variations in the 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 HILLTOP GEOTECHNICAL, INC. 622-R08.2 February 29, 2008 Page 5 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. LABORATORY TESTING Laboratory tests were performed on selected bulk samples obtained from exploratory excavations during the field study. Tests were performed in general 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 The field classification of soil materials encountered in the exploratory excavations was verified in the laboratory in general accordance with the current Unified Soil s Classification System, ASTM D2488, `Standard Practice for Determination and Identification of Soils (Visual-Manual Procedures).' The final classification is shown on the attached `Subsurface Exploration Log,' Plate Nos. 1 through 5. Sieve Analysis The percent by weight finer than a No. 200 sieve (silt and clay content) was 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 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 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. 622-R08.2 February 29, 2008 Page 6 PERCENT PASSING #200 SIEVE TEST (ASTM D1140 Test Method) PERCENT SAMPLE SOIL DESCRIPTION PASSING#200 SIEVE Dark brown, silty, fine to coarse 17 B-1, 2.0'-2.5' sand, some gravel(SM) Brown, silty, fine to coarse sand, 13 B-1, 7.0'-7.5' some gravel(SM) ) Brown, slightly silty, fine to coarse 8 B-2, 2.0'-2.5' sand, some gravel(SP-SM) B-2, 7.0'-7.5' Light brown, sandy silt(ML) 57 Light brown, silty,fine to coarse 19 B-3, 2.0'-2.5' sand, trace gravel(SM) Black, silty, fine to coarse sand,trace 26 B-3, 7.0'-7.5' organic material(SM) Brown silty, fine to coarse sand, 18 B-4, 2.0'-2.5' trace gravel(SM) Light gray-brown, gravely, medium 3 B-4, 7.0'-7.5' to coarse sand(SP) B-5,2.0'-2.5' Gray, silty, fine sand(SM) 26 B-5, 7.0'-7.5' Light gray, sandy silt(ML) 59 Sand Equivalent Test Sand equivalent tests were performed on samples of near-surface earth materials 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 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: HILLTOP GEOTECHNICAL, INC. 622-R08.2 February 29, 2008 Page 7 SAND EQUIVALENT (California Test 217 Procedure) SAMPLE SOIL DESCRIPTION SAND EQUIVALENT Dark brown, silty, fine to coarse 34 B-1, 2.0'-2.5' sand, some gravel(SM) Brown, silty,fine to coarse sand, 51 B-1 7.0'-7.5' some gravel(SM) Brown, slightly silty, fine to 62 B-2, 2.0'-2.5' coarse sand, some gravel(SP-SM) B-2, 7.0'-7.5' Light brown, sandy silt(ML) 9 Light brown, silty,fine to coarse 45 B-3, 2.0'-2.5' sand, trace gravel(SM) Black, silty, fine to coarse sand, 12 B-3, 7.0'-7.5' trace organic material(SM) Brown silty,fine to coarse sand, 32 B-4, 2.0'-2.5' trace gravel (SM) Light gray-brown,gravely, 79 B-4, 7.0'-7.5' medium to coarse sand(SP) B-5, 2.0'-2.5' Gray, silty,fine sand(SM) 19 B-5, 7.0'-7.5' Light gray, sandy silt(ML) 4 Resistance (R-Value) Test Resistance (R-Value) tests were performed on samples of near-surface earth material that are encountered below the existing the pavement areas. 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 Indexes (TI's) for the various streets were 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: HILLTOP GEOTECHNICAL, INC. 622-R08.2 February 29, 2008 Page 8 RESISTANCE (R-VALUE) TEST RESULTS (California Test 301 Procedure) R-VALUE BY BY SAMPLE SOIL DESCRIPTION EXUDATION PRESSURE EXPANSION AT 300 psi PRESSURE Dark brown, silty, fine to B-1, 1.0'-4.0' coarse sand, some gravel 73 NA* (SM) Light brown, silty, fine to B-3, 2.0'-5.0' coarse sand, trace gravel 76 NA (SM) Gray, silty,fine sand, trace 73 75 @ TI = 7.5 B-5, 1.0'-3.0' clay(SM) NA-Not Applicable. No expansion of test specimens during test. PRELIMINARY PAVEMENT RECOD'IlVIENDATIONS The following are recommendations for the structural pavement section for the various streets. The Hot Mix Asphalt (HMA) pavement sections have been determined in general accordance with current CALTRANS design procedures and are based on a Traffic Index (TI) provided by a representative of the City of San Bernardino, California and an R-Value of 50 or more 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: RECOMMENDED PAVEMENT SECTIONS Traffic Pavement Section Site Area Index* 4.7"Asphaltic Concrete(A.C.) Lena Road, over 4.7" Aggregate Base(A.B.) Sta. 5+84 to Rialto 7.5 or Avenue 6.6" PCC @ 2,500 psi over properly prepared subgrade. HILLTOP GEOTECHNICAL, INC. 622-R08.2 February 29, 2008 Page 9 RECOMMENDED PAVEMENT SECTIONS Traffic Pavement Section Site Area Index* 5.3"Asphaltic Concrete(A.C. over 7.1 Aggregate Base(A.B.) Rialto Street between or Lena Road and 9.0 Tippecanoe Avenue 8.1" PCC @ 2,500 psi over properly prepared subgrade 4.7 Asphaltic Concrete(A.C.) over 4.7"Aggregate Base(A.B.) 3rd Street between"G" 7.5 or Street and"H"Street 6.6 PCC @ 2,500 psi over properly prepared subgrade Traffic Index provided by a representative of the City of San Bernardino, California. Asphalt concrete pavement materials should be Standard as specified nc Section or 39, 'Asphaltic Concrete,' in the current CALTRANS equivalent substitute. Aggregate base should conform to Class 2(37.5-mm {1F 1/2"} Maximum or 19-mm (3/4"} Maximum) material as S specified in c ni 26- 02 , 'Class 2 Aggregate Base,' in the current CALTRANS Standard Spe an equivalent substitute. Portland Cement Concrete sections are based on a compressive strength design strength gt of 2,500 0 psi or greater at 28 days for the concrete. Higher can permit thinner pavement sections. Lower strength d design transverse,for heconcrete io will thicker pavement sections. Joints(longitudinal, r pavement and/or joint and expansion), jointing arrangement, joint type, p reinforcing, as well as drainage, crowning, finishing Portland Cement Association v(PCA) should be in accordance with current recommendations. to 90 The subgrade soil, including utility trench backfill, 12.0 inches or greater below percent or greater relative compaction depth h of material should be compacted to 95 finish subgrade elevation. The aggregate base or PCC pavement percent or greater relative compaction. If asphaltic n �bgrade should be is placed directly on subgrade, the upper 6.0 inches of the s compacted to 95 percent or greater relative compaction. ase mum rry density shoud and optimum moisture content for subgrade and aggregate determined according to current ASTM D1557 procedures. The asphalt concrete HILLTOP GEOTECHNICAL, INC. 622-R08.2 February 29, 2008 Page 10 tained by pavement should be densified to 95 percent or u greater s �Hveeni compacted laboratory current California Test 304 and 308 procedures Where HMA pavement abuts concrete aprons, drives, walks, or curb and gutter section to sections, a thickened edge transition zone is aon rfrom PCC paving to minimize the effects of impact loading as vehicles t an HMA paving. This thickened edge should consist r t u d thick agesof ThiOs inches for parking areas and 4.0 inches for areas of heavy of thickened edge should extend to a distance of 3.0 feet or greater from hi the edge If pavement and then gradually taper back to the design pavement pavement subgrade soils are prepared at the time l observations ons and testing will and the areas are not paved immediately, d base material, asphaltic concrete, have to be performed before placing aggregate or PCC pavement to locate areas that may have been dam construction traffic,construction activities,and/or seasonal wetting and Ithe proposed pais vement areas, soil samples should be obtained iat tha Test the pro grade to graded for R-Value testing according to current a verify the pavement design recommendations. The longevity and performance of pavements utilizing aggregate base material for support is dependent upon the quality of the materialtlCAL naRtur S sprushed ro s do not specifically exclude the use of material other and rock dust for Class 2 Aggregate Base material as the Standard Sp e iate Base Public Works Construction, Section Portland Cement concrete and Mix Asphalt material. Often times, reclaimed Port Base material per concrete are crushed and graded to produce a Class 2 Aggregate lass, CALTRANS gradation specifications. Bricks,concrete masonry units,tile, glass, porcelain, wood, plastic, metal, etc. are not an acceptable reclaimed material for use in a Class 2 Aggregate Base material per the CALTRANS e g specifications. However, gradation is not the only quality guidelines for for aag a gr egas Cl base material. If a reclaimed material is is proposed should not exceed 50 percent of the total 2 Aggregate Base,the reclaimed materials of the aggregate used. The aggregate base material should also be tested for the following quality requirements per the current, appropriate CALTRANS procedures: HILLTOP GEOTECHNICAL, INC. 622-R08.2 February 29, 2008 Page 11 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,r 2006 Edition with the following quality requirements,per the current`Greenbook, 20 2007 Supplements, and appropriate procedures as well as the required gradation and other requirements: I TEST QUALITY TEST METHOD I THOD NO. REQUIREMENT i Resistance Calif. Test 301 78 Minimum' (R-Value) Sand Calif. Test 217 35 Minimum Equivalent Percent Wear' 100 Revolutions ASTM C131 15 Maximum 500 Revolutions 52 Maximum Gravel Calif. Test 202 15 Maximum Particles'', (%) 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 one(1)fractured face. A`Greenbook'Crushed Miscellaneous Base may contain broken or crushed e concrete or Portland Cement concrete and may contain crushed aggregate base or other rock materials. The Crushed Miscellaneous Base no more than 3.0 percent brick retained on the # 4 sieve by dry weight of the total HILLTOP GEOTECHNICAL, INC. 622-R08.2 February- 29. 2008 Page 12 Samples of the proposed aggregate base using reclaimed material should be sampled from the manufacturer's stockpiles prior e to delivery the pthJe e prof project. The samples should be obtained at a time as near the would allow enough time to complete the testing results quality delivery to the site. Samples should again per the current compliance from the materials delivered to the project. In addition,per or Sand CALTRANS Standard Specifications. than single yards or one grading day of Equivalent test shall represent�� production, whichever is less." gutters should be provided at flow lines in paved areas. Pavements should be sloped to permit rapid and unimpaired flow of runoff on and ponding , paved areas should be protected from moisture e ial adjacent water sources. Saturation of aggregate s g ate base and/or subgrade materials could result in pavement failure and/or conform to the current standards of the material and construction method City of San Bernardino County, California. TRENCH EXCAVATION RECOMMENDATIONS It is recommended that utility trench excavations be designed ons provide trench accordance with current OSHA regulations. These sloping and shoring design parameters for trenches p tos 0lf et in epth based on a description and field verification of r's Trenches over 20 feet in vertical depth should be de ig eda the Co tractor's Engineer based on site specific geotechnical analyses. p P slo e recommend that the following OSHA soil type designations and temporary inclinations be used: TEMPORARY OSHA SLOPE EARTH INCLINATION MATERIAL TYPE* (H:V)** Undocumented Fill C Compacted Fill Alluvium 1111.11111110111111 HILLTOP GEOTECHNICAL, INC. 622-R08.2 February 29. 2008 Page 13 TEMPORARY OSHA SLOPE EARTH SOIL MATERIAL INCLINATION TYPE'% (H:V)** Type'C': Cohesive soils with an unconfined compressive strength of 0.5 tsf or less: or Granular soils including sands. gravels, loamy, clayey or silty sands, etc. ** Steepest allowable slopes for excavations less than 20 feet in vertical height. Slopes for excavations greater than 20 feet in vertical height should be designed by a Registered Professional Engineer with experience in Geotechnical Consulting and Soil Mechanics. Excavations of less than 5.0 feet in depth may 0 1 other fabtors and collapse ay may water, vibrations, previously disturbed soils, protection for workers such as temporary slopes, shoring, qualified,competeng person (as system. The excavations should be tions lookin for signs of potential cave-ins on defined in the current OSHA regulations)looking p a daily basis before start of work, as needed throughout the work shifts, and after every rainstorm or other hazard-increasing occurrence. Surcharge loads (i.e., spoil piles, earthmoving equipment, trucks, etc,)ehouldtno t be not within a horizontal distance measured from the top of the equivalent to 1.5 times the vertical depth of Geotechnical / Geologic Consultant should be initially observed by the project Geote and/or his representative to verify the recommenndaations prey istede r tiamake additional recommendations to maintain stability differences in the cohesive or cementation characteristics, or changes in the coarseness of the deposits may require slope flattening or, onvG sely, permit/ steepening upon review and appropriate testing by the project Geologic Consultant and/or his representative. The excavations t shHA reg observed by a qualified, competent person (as defined in the looking for signs of potential problems on a daily basis before start ot of work, as e needed throughout the work shifts, and after every will increasing occurrence. Deep utility trenches may experience nd exavdite the Ching require special considerations to stabilize the walls operations. Surface drainage should be controlled excavations top of to the construction left open for slopes to preclude erosion of the slope face. If HILLTOP GEOTECHNICAL, INC. 622-R08.2 February 29, 2008 Page 14 long periods, the slopes should be sprayed with a protective compound and/or covered to minimize drying out. raveling. and/or erosion of the slopes. TRENCH BACKFILL RECOMMENDATIONS e that Sand equivalent tests on samples of near-surfac eou9indn general, the near-surface on-site soil material had sand equivalents of 4 to 79. the on-site earth materials present are considered tiisfa tosltr The backfill but may not be suitable for pipe bedding P i P e zone backai suitability of on-site materials for pipe bedding and/or dpe pe i g the p pe for the should be evaluated by the Civil Engineer who is proposed sewer line. Trench backfill materials hould not contain rocks or clumps amounts of organic materials and/or debris and amount greater than 6.0 inches in maximum dimension.ated from the cuts performed oversized rock materials are anticipated to be generated the local materials. Trench backfill material should be placed in a lift thickness appropriate for the type of material and compaction equipment used. Backfill material should be brought to optimum moisture cent or Orelative compaction by mechanical content and compacted to 90 p greater d a means. Jetting or flooding of the backfill matern considere that satisfactory method for compaction unless the co and optimum moisture proper compaction will be achieved. Maximum dry density content for backfill material should be determined according to current ASTM D1557 procedures. CLOSURE d This report has been prepared for use by the parties or project name of d or describec or above. It may or may not contain sufficient information d purposes. The findings expressed in this report are as du thernerally t e pare geotechnical engineering practices ractices and principles. implied or expressed beyond the direct representations of this report. reciated. If you have any questions This opportunity to be of service is app your convenience. regarding this matter, please contact this office at y HILLTOP GEOTECHNICAL, INC. 622-R08.2 February 29, 2008 Page 15 Respectfully submitted, HILLTOP GEOTECHNICAL, INC. QppFESSA -- / - Q� DL• U N i� PA / , 54 <<'o. 05254 m "A"' .i�3�• � n, G 5;;7:2/31/09 �21 Senior Engineer �,,0�- Date Signed s � rFO c PI FC \G DLC/em C CAlF0 Attachments: `Subsurface Exploration Log,'Plate ate Nos. 1 through 5. `Subsurface Exploration g, Distribution: (4) Addressee HILLTOP GEOTECHNICAL, INC. SUBSURFACE EXPLORATION LEGEND CONSISTENCY/RELATIVE UNIFIED SOIL CLASSIFICATION SYSTEM CONSIDENSITY Visual-Manual Procedure(ASTM D2488) GROUP TYPICAL NAMES CRITERIA MAJOR DIVISIONS SYMBOLS GW Well Graded Gravels and Gravel- Reference:`Foundation Engineering',Peck,Hansen, Clean Sand Mixtures,Little or no Fines Thombum,2nd Edition. Gravels Gravels Poorly Graded Gravels and Standard Penetration Test 50%or more GP Gravel-Sand Mixtures,Little or no Granular Soils of Coarse Fines Fraction RResistance, Relative i Retained on GM Silty Gravels,Gravel-Sand-Silt Penetration Res Density Grained with Soils* Fines GC Clayey Gravel,Gravel-Sand-Clay 0 4 Very Loose *Mixtures - More than SW Well Graded Sands and Gravely 4-10 Loose 50 Sands,Little or no Fines 10-30 Medium Retained Clean on No.200 Sands Sands Poorly Graded Sands and Gravelly 30 50 Dense Sieve SP Sands,Little or no Fines More than 50 Very Dense 50%of Sands SM Silty Sands,Sand-Silt Mixtures** Coarse with Fraction Fines Passes No.4 SC Clayey Sands,Sand-Clay Sieve Mixtures** ML Inorganic Silts,Sandy Silts,Rock Standard Penetration Test Flour Cohesive Soils Silts and Clays CL Inorganic Clays of Low to Penetration Consistency Unconfined Medium Plasticity,Gravelly Resistance,N, Compressive Sandy Clays,Silty Clays, (Blows/Foot) Strength, Liquid Limits 50 %or less Clays, Lean Clays Ty (Tons/Sq. Fine Ft.) Grained Soils* OL Organic Silts and Organic silty < Very Soft 0.25 Clays of Low Plasticity 50%or ME Inorganic Silts,Micaceous or 2_4 Soft 0.25-0.5 more Diatomaceous silts,Plastic Silts 4.8 Medium Stiff 0.5-1.0 Passes No. 200 Sieve Silts and Clays CH Inorganic Clays of High Plasticity, 8 15 Stiff I.0-2.0 Fat Clays Liquid Limits Greater than 15_30 Very Stiff 2.0-4.0 50% OH Organic Clays of Medium to High Plasticity >30 Hard >4.0 Highly Organic Soils PT Peat,Muck,or Other Highly Organic Soils * Based on material passing the 3-inch sieve. ** More than 12%passing the No.200 sieve; 5%to 12%passing No.200 sieve requires use of duel symbols(i.e.,SP-SM., GP-GM,SP-SC,GP-GC,etc.);Border line classifications are designated as CH/Cl,GM/SM,SP/SW,etc. U.S. Standard Sieve Size 12" 3" 3/4" #4 #10 #40 #200 Gravel Sand Silt and Unified Soil Classification Boulders Cobbles Clay Designation Coarse I Fine Coarse I Medium Fine • Material Quantity Other Symbols Moisture Condition �5 /o C-Core Sample Dry of moisture, dusty, Trace ° D Slightly 5 - 12% S- SPT Sample dry to the touch. B-Bulk Sample Moist Damp but no visible moisture. Little 12-25% Wet Visible free water,usually Some 25 -50% CK-Chunk Sample R-Ring Sample below the water table. N-Nuclear Gauge Test V-Water Table Alk HILLTOP GEOTECHNICAL AL- SUBSURFACE EXPLORATION LOG BORING NO. B-1 HILLTOP GEOTECHHICAL Project Name: City of San Bernardino Logged By: RG Project No. 622-R08.2 Date: 02/04/08 gg Type of Rig: Hollow-Stem Auger Drive Wt.: 140 Ib Elevation: f 1041.8 Drill Hole Dia.: 8 in. Drop: 30 in. Depth of Boring(ft.): 11.0 y w F ct c C Description rn -SM af e FILL: 6"Asphalt Concrrete/IO"Aggregate Base- Silty fine to coarse sand, some gravel;Dark brown;Moist; 1 11 Medium dense. fps 12 2 14 3 4 5 - - - __STV7 foal- — ALI.-CIaI131VI: Silty fine to coarse sand, some gravel;Brown;Moist;Medium 6 ;dense. 8 7 10 8 9 10 11 - - _ Bottom of Boring at 1 El eet. No groundwater encountered. 12 Boring backfilled with excavated material and capped with cold patch asphalt concrete. 13 14 15 16 17 18 19 20 21 , 22 23 24 25 S-SPT Sample R-Ring Sample B -Bulk Sample N-Nuclear Gauge Test D -Disturbed Plam Sample No. 1 AIL SUBSURFACE EXPLORATION LOG BORING NO. B-2 HILLTOP GEOTF-CHNICAL Project Name: City of San Bernardino Logged By: RG Project No. 622-R08.2 Date: 02/04/08 f 1057.8 Type of Rig: Hollow-Stem Auger Drive Wt.: 140 Ib Elevation:Depth of Boring(ft.): 12.5 Drill Hole Dia.: 8 in. Drop: 30 in. a) on F o 8 Description ;A p ; U A C Q of FILL: 3"Asphalt Concrete/6 Aggregate Base. SP SM Slightly silty fine to coarse sand, some gravel;Slightly micaceous; 1 7 Brown;Moist;Medium dense. it. ,; g 2 11 Fine to coarse sand; Orange-brown;Moist. SP 3 4 5 _ CL Qal ALLUVIUM:. . Silty clay, some sand;Black;Moist;Medium stiff. 6 3 f ' 3 7 _ 5 ML Sandy silt Light brown;Moist;Medium stiff. .., . . . 8 Gravelly medium to coarse sand;Light gray-brown;Moist;Very 9 SP dense. 10 11 11 10 I 28 12 50/5" Bottom of boring at 12.5 feet. 13 No groundwater encountered. Boring backfilled with excavated material and capped with cold 14 patch asphalt concrete. 15 16 17 18 19 20 ; 21 j 22 23 24 25 S - SPT Sample R-Ring Sample B -Bulk Sample N-Nuclear Gauge Test D-Disturbed Sam Sample 2 SUBSURFACE EXPLORATION LOG �. BORING NO. B-3 HILLTOP GEOTECHNICAL Project Name: City of San Bernardino Project No. 622-R08.2 Date: 02/04/08 Logged By: RG Type of Rig: Hollow-Stem Auger Drive Wt.: 140 Ib Elevation: ± 1053.5 Drill Hole Dia.: 8 in. Drop: 30 in. Depth of Boring(ft.): 13.0 z o 0 ›, o o y „ " U m w at F +' v . � Description y A w A as � zn° U Av 1. 1.of FILL:6"Asphalt Concrete/3.5 Aggregate Base. Silty fine to coarse sand,trace gravel;Light brown;Moist; 1 B 13 Medium dense. i 18 2 • 18 3 4 5 6 - 2 _-CL real Silty clay Micaceous;Dark gray Moist Medium stiff 8 ; "6 SM !•Silty fine to coarse sand, trace organic material,Illack,-Moist; Loose. 9 10 _ _ .s}h- - - Fine to coarse sand,some gravel;Light torange-brown',Foist; Very dense. 11 12 3 6 50 13 Bottom of boring at 13.0 feet. i No groundwater encountered. 14 Boring backfilled with excavated material and capped with cold patch asphalt concrete. 15 16 17 18 19 20 21 22 23 24 25 S-SPT Sample R-Ring Sample B -Bulk Sample N-Nuclear Gauge Test D-Disturbed Sample Plate No. 3 • AL. SUBSURFACE EXPLORATION LOG BORING NO. B-4 HILLTOP GEOTECHNICAL Project Name: City of San Bernardino Project No. 622-R08.2 Date: 02/04/08 Logged By: RG Type of Rig: Hollow-Stem Auger Drive Wt.: 140 Ib Elevation: ± 1049.7 Drill Hole Dia.: 8 in. Drop: 30 in. Depth of Boring(ft.): 14.5 s. O y tL d , +� o Cid w F + v Description y LL y m m A w w § A rn ag � � A � c d SM of FILL:8.5"Asphalt Concrete/4"Aggregate Base. Silty fine to coarse sand, trace gravel;Slightly micaceous;Brown; 1 .. 7 Moist;Medium dense. 10 2 9 3 __ SP Qal ALLUVIUM: Gravely medium to coarse sand;Light gray-brown;Moist;Very 4 _ dense. 5 6 7 At " 50/3" 8 9 10 11 SP Fine to coarse sand, trace gravel;Light gray-brown;Moist;Dense. 12 13 12 21 14 25 Bottom of'boring at 14.E feet. 15 No groundwater encountered. Boring backfilled with excavated material and capped with cold 16 patch asphalt concrete. 17 18 -- 19 20 21 22 23 24 25 S-SPT Sample R-Ring Sample B -Bulk Sample N-Nuclear Gauge Test D -Disturbed Sample Plate No. 4 SUBSURFACE EXPLORATION LOG BORING NO. B-5 HILLTOP GEOTECHNICAL Project Name: City of San Bernardino Project No. 622-R08.2 Date: 02/04/08 Logged By: RG Type of Rig: Hollow-Stem Auger Drive Wt.: 140 Ib Elevation: ± 1059.9 Drill Hole Dia.: 8 in. Drop: 30 in. Depth of Boring(ft.): 13.5 E o H *4- u EP, . Description Cl) X o a rn U A C SM af FILL:3.5'Asphalt Concrete/9"Aggregate Base. Silty fine sand;Micaceous;Gray; Dry;Medium dense. 1 t 16 2 13 SM (dal ALLUVIUM - Silty fine sand, trace clay;Micaceous; Gray;Medium dense. 3 4 5 6 CL Sandy clay;Dark gray;Moist;Stiff.. 7 R 8 12 ML Sandy silt;Light gray;Moist;Very stiff 8 . 20 9 10 SF Fine to coarse sand;Light orange-gray;Moist Very dense. 11 12 �.1 16 28 13 ., 40 - - - - _ - bottom of boring at 13.5 feet. 14 No groundwater encountered. Boring backfilled with excavated material and capped with cold 15 patch asphalt concrete. 16 17 18 19 20 21 22 23 24 25 S -SPT Sample R-Ring Sample B -Bulk Sample N-Nuclear Gauge Test D-Disturbed Sample Plate No. 5 STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS APPRENTICESHIP PROGRAM FOR PUBLIC WORKS CONSTRUCTION EXCERPTS FROM THE CALIFORNIA LABOR CODE RELATING TO APPRENTICES ON PUBLIC WORKS Chapter 1 of Division 2 APPRENTICES ON PUBLIC WORKS 1773.3.An awarding agency whose public works contract falls within the jurisdiction of Section 1777.5 shall, within five days of the award, send a copy of the award to the Division of Apprenticeship Standards. When specifically requested by a local joint apprenticeship committee, the division shall notify the local joint apprenticeship committee regarding all such awards applicable to the joint apprenticeship committee making the request. Within five days of a finding of any discrepancy regarding the ratio of apprentices to journeymen, pursuant to the certificated fixed number of apprentices to journeymen,the awarding agency shall notify the Division of Apprenticeship Standards. 1776. (a) Each contractor and subcontractor shall keep accurate payroll records, 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 the public work. Each payroll record shall contain or be verified by a written declaration that it is made under penalty of perjury, stating both of the following: (1)The information contained in the payroll record is true and correct. (2)The employer has complied with the requirements of Sections 1771, 1811, and 1815 for any work performed by his or her employees on the public works project. (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 the employee or his or her authorized representative on request. (2) A certified copy of all payroll records enumerated in subdivision (a) shall be made available for inspection or furnished upon request to a representative of the body awarding the contract, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations. (3) A certified copy of all payroll records enumerated in subdivision (a) shall be made available upon request by the public for inspection or for copies thereof. However,a request by the public shall be made through either the body awarding the contract, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement. If the requested payroll records have not been provided pursuant to paragraph (2), the requesting party shall, prior to being provided the records, reimburse the costs of preparation by the contractor, subcontractors, and the entity through which the request was made. The public shall not be given access to the records at the principal office of the contractor. (c)The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or shall contain the same information as the forms provided by the division. (d) A contractor or subcontractor shall file a certified copy of the records enumerated in subdivision (a) with the entity that requested the records within 10 days after receipt of a written request. (e) Any copy of records made available for inspection as copies and furnished upon request to the public or any public agency by the awarding body, the Division of Apprenticeship Standards,or the Division of Labor Standards Enforcement shall be marked or obliterated to prevent disclosure of an individual's name,address, and social security number. The name and address of the contractor awarded the contract or the subcontractor performing the contract shall not be marked or obliterated.Any copy of records made available for inspection by,or furnished to,a joint labor- management committee established pursuant to the federal Labor Management Cooperation Act of 1978 (Section 175a of Title 29 of the United States Code) shall be marked or obliterated only to prevent disclosure of an individual's name and social security number. A joint labor management committee may maintain an action in a court of competent jurisdiction against an employer who fails to comply with Section 1774. The court may award restitution to an employee for unpaid wages and may award the joint labor management committee reasonable attorney's fee and costs incurred in maintaining the action. An action under this subdivision may not be based on the employer's misclassification of the craft of a worker on its certified payroll records. Nothing in this subdivision limits any other available remedies for a violation of this chapter. (f)The contractor shall inform the body awarding the contract of the location of the records enumerated under subdivision(a), including the street address, city and county, and shall,within five working days,provide a notice of a change of location and address. (g( The contractor or subcontractor shall have 10 days in which to comply subsequent to receipt of a written notice requesting the records enumerated in subdivision (a). In the event that the contractor or subcontractor fails to comply within the 10-day period, he or she shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded,forfeit twenty-five dollars($25) for each calendar day,or portion thereof,for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, these penalties shall be withheld from progress payments then due.A contractor is not subject to a penalty assessment pursuant to this section due to the failure of a subcontractor to comply with this section. (h) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section. (i) The director shall adopt rules consistent with the California Public Records Act, (Chapter 3.5(commencing with Section 6250),Division 7,Title 1, Government Code) and the Information Practices Act of 1977,(Title 1.8(commencing with Section 1798),Part 4,Division 3,Civil Code)governing the release of these records, including the establishment of reasonable fees to be charged for reproducing copies of records required by this section. (j)This section shall remain in effect only until January 1,2003,and as of that date is repealed,unless a later enacted statute,that is enacted before January 1,2003,deletes or extends that date. 1776. (a) Each contractor and subcontractor shall keep an accurate payroll record, showing the name, address, social security number,work classification, and 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 the public work. (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 the employee or his or her authorized representative on request. (2) A certified copy of all payroll records enumerated in subdivision (a) shall be made available for inspection or furnished upon request to a representative of the body awarding the contract, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations. (3) A certified copy of all payroll records enumerated in subdivision (a) shall be made available upon request by the public for inspection or for copies thereof.However,a request by the public shall be made through either the body awarding the contract, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement. If the requested payroll records have not been provided pursuant to paragraph (2), the requesting party shall, prior to being provided the records, reimburse the costs of preparation by the contractor, subcontractors, and the entity through which the request was made. The public shall not be given access to the records at the principal office of the contractor. (c)The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or shall contain the same information as the forms provided by the division. (d) Each contractor shall file a certified copy of the records enumerated in subdivision(a)with the entity that requested the records within 10 days after receipt of a written request. (e) Any copy of records made available for inspection as copies and furnished upon request to the public or any public agency by the awarding body, the Division of Apprenticeship Standards,or the Division of Labor Standards Enforcement shall be marked or obliterated to prevent disclosure of an individual's name,address,and social security number.The name and address of the contractor awarded the contract or performing the contract shall not be marked or obliterated. Any copy of records made available for inspection by, or furnished to, a joint labor-management committee established pursuant to the federal Labor Management Cooperation Act of 1978(Section 175a of Title 29 of the United States Code) shall be marked or obliterated only to prevent disclosure of an individual's social security number. (I)The contractor shall inform the body awarding the contract of the location of the records enumerated under subdivision(a), including the street address, city and county,and shall,within five working days,provide a notice of a change of location and address. (g)The contractor shall have 10 days in which to comply subsequent to receipt of written notice specifying in what respects the contractor must comply with this section. In the event that the contractor fails to comply within the 10-day period,he or she shall,as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit twenty-five dollars ($25) for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement,these penalties shall be withheld from progress payments then due. (h) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section.These stipulations shall fix the responsibility for compliance with this section on the prime contractor. (i) The director shall adopt rules consistent with the California Public Records Act, (Chapter 3.5 (commencing with Section 6250), Division 7,Title 1, Government Code) and the Information Practices Act of 1977, (Title 1.8(commencing with Section 1798),Part 4,Division 3,Civil Code)governing the release of these records, including the establishment of reasonable fees to be charged for reproducing copies of records required by this section. (j)This section shall become operative January 1,2003. 1777.5.(a) Nothing in this chapter shall prevent the employment of properly registered apprentices upon public works. (b) Every apprentice employed upon public works shall be paid the prevailing rate of per diem wages for apprentices in the trade to which he or she is registered and shall be employed only at the work of the craft or trade to which he or she is registered. (c) Only apprentices, as defined in Section 3077, who are in training under apprenticeship standards that have been approved by the Chief of the Division of Apprenticeship Standards and who are parties to written apprentice agreements under Chapter 4 (commencing with Section 3070) of Division 3 are eligible to be employed at the apprentice wage rate on public works. The employment and training of each apprentice shall be in accordance with either (1) the apprenticeship standards and apprentice agreements under which he or she is training or (2) the rules and regulations of the California Apprenticeship Council. (d) When the contractor to whom the contract is awarded by the state or any political subdivision, in performing any of the work under the contract, employs workers in any apprenticeable craft or trade, the contractor shall employ apprentices in at least the ratio set forth in this section and may apply to any apprenticeship program in 2 the craft or trade that can provide apprentices to the site of the public work for a certificate approving the contractor under the apprenticeship standards for the employment and training of apprentices in the area or industry affected. However, the decision of the apprenticeship program to approve or deny a certificate shall be subject to review by the Administrator of Apprenticeship. The apprenticeship program or programs, upon approving the contractor, shall arrange for the dispatch of apprentices to the contractor. A contractor covered by an apprenticeship program's standards shall not be required to submit any additional application in order to include additional public works contracts under that program. "Apprenticeable craft or trade," as used in this section, means a craft or trade determined as an apprenticeable occupation in accordance with rules and regulations prescribed by the California Apprenticeship Council. As used in this section, "contractor" includes any subcontractor under a contractor who performs any public works not excluded by subdivision(o). (e) Prior to commencing work on a contract for public works, every contractor shall submit contract award information to an applicable apprenticeship program that can supply apprentices to the site of the public work. The information submitted shall include an estimate of journeyman hours to be performed under the contract,the number of apprentices proposed to be employed, and the approximate dates the apprentices would be employed.A copy of this information shall also be submitted to the awarding body if requested by the awarding body. Within 60 days after concluding work on the contract, each contractor and subcontractor shall submit to the awarding body, if requested, and to the apprenticeship program a verified statement of the journeyman and apprentice hours performed on the contract. The information under this subdivision shall be public. The apprenticeship programs shall retain this information for 12 months. (f) The apprenticeship program that can supply apprentices to the area of the site of the public work shall ensure equal employment and affirmative action in apprenticeship for women and minorities. (g) The ratio of work performed by apprentices to journeymen employed in a particular craft or trade on the public work may be no higher than the ratio stipulated in the apprenticeship standards under which the apprenticeship program operates where the contractor agrees to be bound by those standards,but,except as otherwise provided in this section, in no case shall the ratio be less than one hour of apprentice work for every five hours of journeyman work. (h)This ratio of apprentice work to journeyman work shall apply during any day or portion of a day when any journeyman is employed at the jobsite and shall be computed on the basis of the hours worked during the day by journeymen so employed.Any work performed by a journeyman in excess of eight hours per day or 40 hours per week shall not be used to calculate the ratio.The contractor shall employ apprentices for the number of hours computed as above before the end of the contract or,in the case of a subcontractor, before the end of the subcontract. However, the contractor shall endeavor, to the greatest extent possible, to employ apprentices during the same time period that the journeymen in the same craft or trade are employed at the jobsite.Where an hourly apprenticeship ratio is not feasible for a particular craft or trade, the Chief of the Division of Apprenticeship Standards, upon application of an apprenticeship program,may order a minimum ratio of not less than one apprentice for each five journeymen in a craft or trade classification. (i) A contractor covered by this section that has agreed to be covered by an apprenticeship program's standards upon the issuance of the approval certificate, or that has been previously approved for an apprenticeship program in the craft or trade, shall employ the number of apprentices or the ratio of apprentices to journeymen stipulated in the applicable apprenticeship standards, but in no event less than the 1-to-5 ratio required by subdivision(g). (j) Upon proper showing by a contractor that he or she employs apprentices in a particular craft or trade in the state on all of his or her contracts on an annual average of not less than one hour of apprentice work for every five hours of labor performed by journeymen, the Chief of the Division of Apprenticeship Standards may grant a certificate exempting the contractor from the 1-to-5 hourly ratio,as set forth in this section for that craft or trade. (k) An apprenticeship program has the discretion to grant to a participating contractor or contractor association a certificate, which shall be subject to the approval of the Administrator of Apprenticeship, exempting the contractor from the 1-to-5 ratio set forth in this section when it finds that any one of the following conditions is met: (1) Unemployment for the previous three-month period in the area exceeds an average of 15 percent. (2) The number of apprentices in training in the area exceeds a ratio of 1 to 5.(3)There is a showing that the apprenticeable craft or trade is replacing at least one-thirtieth of its journeymen annually through apprenticeship training, either on a statewide basis or on a local basis. (4)Assignment of an apprentice to any work performed under a public works contract would create a condition that would jeopardize his or her life or the life,safety,or property of fellow employees or the public at large,or the specific task to which the apprentice is to be assigned is of a nature that training cannot be provided by a journeyman. (1)When an exemption is granted pursuant to subdivision(k)to an organization that represents contractors in a specific trade from the 1-to-5 ratio on a local or statewide basis, the member contractors will not be required to submit individual applications for approval to local joint apprenticeship committees, if they are already covered by the local apprenticeship standards. (m) (1) A contractor to whom a contract is awarded, who, in performing any of the work under the contract, employs journeymen or apprentices in any apprenticeable craft or trade shall contribute to the California Apprenticeship Council the same amount that the director determines is the prevailing amount of apprenticeship training contributions in the area of the public works site. A contractor may take as a credit for payments to the council any amounts paid by the contractor to an approved apprenticeship program that can supply apprentices to the site of the public works project. The contractor may add the amount of the contributions in computing his or her bid for the contract. 3 (2) At the conclusion of each fiscal year, the California Apprenticeship Council shall distribute training contributions received by the council under this subdivision, less the expenses of the Division of Apprenticeship Standards for administering this subdivision, by making grants to approved apprenticeship programs for the purpose of training apprentices. The funds shall be distributed as follows: (A) If there is an approved multiemployer apprenticeship program serving the same craft or trade and geographic area for which the training contributions were made to the council, a grant to that program shall be made. (B) If there are two or more approved multiemployer apprenticeship programs serving the same craft or trade and geographic area for which the training contributions were made to the council, the grant shall be divided among those programs based on the number of apprentices registered in each program. (C)All training contributions not distributed under subparagraphs(A) and(B) shall be used to defray the future expenses of administering this subdivision. (3) All training contributions received pursuant to this subdivision shall be deposited in the Apprenticeship Training Contribution Fund,which fund is hereby created in the State Treasury. Notwithstanding Section 13340 of the Government Code, all money in the Apprenticeship Training Contribution Fund is hereby continuously appropriated for the purpose of carrying out this subdivision and to pay the expenses of the division in administering this subdivision. (n) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section. The stipulations shall fix the responsibility of compliance with this section for all apprenticeable occupations with the prime contractor. (o) This section does not apply to contracts of general contractors or to contracts of specialty contractors not bidding for work through a general or prime contractor when the contracts of general contractors or those specialty contractors involve less than thirty thousand dollars($30,000). (p)All decisions of an apprenticeship program under this section are subject to Section 3081. 1777.6. It shall be unlawful for an employer or a labor union to refuse to accept otherwise qualified employees as registered apprentices on any public works, on the ground of the race, religious creed, color, national origin, ancestry, sex,or age,except as provided in Section 3077,of such employee. 1777.7. (a) (1) A contractor or subcontractor that is determined by the Chief of the Division of Apprenticeship Standards to have knowingly violated Section 1777.5 shall forfeit as a civil penalty an amount not exceeding one hundred dollars($100) for each full calendar day of noncompliance.The amount of this penalty may be reduced by the Chief if the amount of the penalty would be disproportionate to the severity of the violation. A contractor or subcontractor that knowingly commits a second or subsequent violation of Section 1777.5 within a three-year period, where the noncompliance results in apprenticeship training not being provided as required by this chapter, shall forfeit as a civil penalty the sum of not more than three hundred dollars($300) for each full calendar day of noncompliance. Notwithstanding Section 1727,upon receipt of a determination that a civil penalty has been imposed by the Chief,the awarding body shall withhold the amount of the civil penalty from contract progress payments then due or to become due. (2) In lieu of the penalty provided for in this subdivision, the Chief may, for a first-time violation and with the concurrence of an apprenticeship program described in subdivision (d), order the contractor or subcontractor to provide apprentice employment equivalent to the work hours that would have been provided for apprentices during the period of noncompliance. (b) In the event a contractor or subcontractor is determined by the Chief to have knowingly committed a serious violation of any provision of Section 1777.5, the Chief may also deny to the contractor or subcontractor, and to its responsible officers, the right to bid on or be awarded or perform work as a subcontractor on any public works contract for a period of up to one year for the first violation and for a period of up to three years for a second or subsequent violation. Each period of debarment shall run from the date the determination of noncompliance by the Chief becomes a final order of the Administrator of Apprenticeship. (c) (1)An affected contractor, subcontractor, or responsible officer may obtain a review of the determination of the Chief imposing the debarment or civil penalty by transmitting a written request to the office of the Administrator within 30 days after service of the determination of debarment or civil penalty.A copy of this report shall also be served on the Chief. If the Administrator does not receive a timely request for review of the determination of debarment or civil penalty made by the Chief,the order shall become the final order of the Administrator. (2)Within 20 days of the timely receipt of a request for review, the Chief shall provide the contractor, subcontractor, or responsible officer the opportunity to review any evidence the Chief may offer at the hearing. The Chief shall also promptly disclose any nonprivileged documents obtained after the 20-day time limit at a time set forth for exchange of evidence by the Administrator. (3)Within 90 days of the timely receipt of a request for review,a hearing shall be commenced before the Administrator or an impartial hearing officer designated by the Administrator and possessing the qualifications of an administrative law judge pursuant to subdivision (b) of Section 11502 of the Government Code. The affected contractor,subcontractor,or responsible officer shall have the burden of providing evidence of compliance with Section 1777.5. (4)Within 45 days of the conclusion of the hearing,the Administrator shall issue a written decision affirming, modifying,or dismissing the determination of debarment or civil penalty.The decision shall contain a statement of the factual and legal basis for the decision and an order.This decision shall be served on all parties and the awarding body pursuant to Section 1013 of the Code of Civil Procedure by first-class mail at the last known address of the party that the party has filed with the Administrator. Within 15 days of issuance of the decision, the Administrator may reconsider or modify the decision to correct an error, except that a clerical error may be corrected at any time. (5)An affected contractor, subcontractor, or responsible officer who has timely requested review and obtained a decision under paragraph(4)may obtain review of the decision of the Administrator by filing a petition for a writ of mandate to the appropriate superior court pursuant to Section 1094.5 of the Code of Civil Procedure within 45 days after service of the final decision. If no timely petition for a writ of mandate is filed, the decision shall become the final order of the 4 Administrator. The decision of the Administrator shall be affirmed unless the petitioner shows that the Administrator abused his or her discretion. If the petitioner claims that the findings are not supported by the evidence, abuse of discretion is established if the court determines that the findings are not supported by substantial evidence in light of the entire record. (6)The Chief may certify a copy of the final order of the Administrator and file it with the clerk of the superior court in any county in which the affected contractor or subcontractor has property or has or had a place of business.The clerk, immediately upon the filing, shall enter judgment for the state against the person assessed in the amount shown on the certified order. A judgment entered pursuant to this section shall bear the same rate of interest and shall have the same effect as other judgments and be given the same preference allowed by the law on other judgments rendered for claims for taxes.The clerk shall not charge for the service performed by him or her pursuant to this section.An awarding body that has withheld funds in response to a determination by the Chief imposing a penalty under this section shall, upon receipt of a certified copy of a final order of the Administrator, promptly transmit the withheld funds, up to the amount of the certified order,to the Administrator. (d)If a subcontractor is found to have violated Section 1777.5,the prime contractor of the project is not liable for any penalties under subdivision (a), unless the prime contractor had knowledge of the subcontractor's failure to comply with the provisions of Section 1777.5 or unless the prime contractor fails to comply with any of the following requirements: (1) The contract executed between the contractor and the subcontractor or the performance of work on the public works project shall include a copy of the provisions of Sections 1771, 1775, 1776, 1777.5, 1813, and 1815. (2)The contractor shall continually monitor a subcontractor's use of apprentices required to be employed on the public works project pursuant to subdivision (d) of Section 1777.5, including, but not limited to, periodic review of the certified payroll of the subcontractor. (3)Upon becoming aware of a failure of the subcontractor to employ the required number of apprentices, the contractor shall take corrective action, including, but not limited to, retaining funds due the subcontractor for work performed on the public works project until the failure is corrected. (4) Prior to making the final payment to the subcontractor for work performed on the public works project, the contractor shall obtain a declaration signed under penalty of perjury from the subcontractor that the subcontractor has employed the required number of apprentices on the public works project. (e)Any funds withheld by the awarding body pursuant to this section shall be deposited in the General Fund if the awarding body is a state entity, or in the equivalent fund of an awarding body if the awarding body is an entity other than the state. (f)The Chief shall consider,in setting the amount of a monetary penalty,in determining whether a violation is serious, and in determining whether and for how long a party should be debarred for violating this section, all of the following circumstances: (1) Whether the violation was intentional. (2) Whether the party has committed other violations of Section 1777.5. (3) Whether, upon notice of the violation, the party took steps to voluntarily remedy the violation. (4) Whether, and to what extent, the violation resulted in lost training opportunities for apprentices. (5) Whether, and to what extent, the violation otherwise harmed apprentices or apprenticeship programs. If a party seeks review of a decision by the Chief to impose a monetary penalty or period of debarment, the Administrator shall decide de novo the appropriate penalty,by considering the same factors set forth above. (g) The interpretation of Section 1777.5 and this section shall be in accordance with the regulations of the California Apprenticeship Council. The Administrator may adopt regulations to establish guidelines for the imposition of monetary penalties and periods of debarment and may designate precedential decisions under Section 11425.60 of the Government Code. NOTE: THE ABOVE CALIFORNIA LABOR CODE SECTIONS ARE AVAILABLE FROM THE INTERNET (a, www.dir.ca.gov/. DAS 10 (Rev. 04-02) 5 Division of Apprenticeship Standards - Public works information Page 1 of 2 Welcome to the California DEPARTMENT OF INDUSTRIAL RELATIONS Division of Apprenticeship Standards - Important notice -Change to Code of Regulations Setion 230.1 Notification of Change in Regulation 230.1 Regarding Employment of Apprentices on Public Works. ..»Regulation 230.1 has been amended. The change will affect projects bid after June 30, 2009. Projects bid on or before June 30, 2009 will still be controlled by the prior version of 230.1. The change requires all contractors(who are not already employing sufficient apprentices)to request dispatch (either consecutively or simultaneously)from all approved apprenticeship programs in the geographical area of the project. The change also requires that contractors who employ apprentices but are not meeting the required ratio for their craft must request dispatch from any other programs in their craft that exist in the geographical area of the project The change also requires contractors to give the approved apprenticeship programs written notice of the request for dispatch at least 72 hours in advance. Previously 48 hours advance notice was required. Effective on projects bid July 1. 2009 Reg. 230.1. Employment of Apprentices on Public Works. (a)Contractors, as defined in Section 228 to include general, prime, specialty or subcontractor, shall employ registered apprentice(s), as defined by Labor Code Section 3077, during the performance of a public work project in accordance with the required one hour of work performed by an apprentice for every five hours of labor performed by a journeyman, unless covered by one of the exemptions enumerated in Labor Code Section 1777.5 or this subchapter. Unless an exemption has been granted,the contractor shall employ apprentices for the number of hours computed above before the end of the contract. Contractors who are not already employing sufficient registered apprentices(as defined by Labor Code Section 3077)to comply with the one-to-five ratio must request the dispatch of required apprentices from the apprenticeship committees providing training in the applicable craft or trade and whose geographic area of operation includes the site of the public work by giving the committee written notice of at least 72 hours(excluding Saturdays, Sundays and holidays) before the date on which one or more apprentices are required. If the apprenticeship committee from which apprentice dispatch(es) are requested does not dispatch apprentices as requested, the contractor must request apprentice dispatch(es) from another committee providing training in the applicable craft or trade in the geographic area of the site of the public work, and must request apprentice dispatch(es)from each such committee, either consecutively or simultaneously, until the contractor has requested apprentice dispatches from each such committee in the geographic area. All requests for dispatch of apprentices shall be in writing, sent by first class mail, facsimile or email. If a non-signatory contractor declines to abide by and comply with the terms of a local committee's standards, the apprenticeship committee shall not be required to dispatch apprentices to such contractor. Conversely, if in response to a written request no apprenticeship committee dispatches, or agrees to dispatch during the period of the public works project any apprentice to a contractor who has agreed to employ and train apprentices in accordance with either the apprenticeship committee's standards or these regulations within 72 hours of such request(excluding Saturdays, Sundays and holidays)the contractor shall not be considered in violation of this section as a result of failure to employ apprentices for the remainder of the project, provided that the contractor made the request in enough time to meet the above-stated ratio. If an apprenticeship committee dispatches fewer apprentices than the contractor requested,the contractor shall be considered in compliance if the contractor employs those apprentices who are dispatched, provided that,where there is more than one apprenticeship committee able and willing to unconditionally dispatch apprentices, the contractor has requested dispatch from all committees providing training in the applicable craft or trade whose geographic area of operation include the site of the public work. Nothing in this section shall affect the right of a contractor who participates in and employs registered apprentices from programs approved under Labor Code Section 3075 outside the geographic area of the public work from employing said apprentice(s)on the site of the public work in order to http://www.dir.ca.gov/DAS/PublicWorksImpNot230-1.htm 01/05/2011 Division of Apprenticeship Standards -Public works information Page 2 of 2 meet the ratio requirement of Labor Code Section 1777.5. (b)Apprentices employed on public works shall be paid the applicable apprentice prevailing per diem wage rate, available from DAS, and derived from the Director's survey of wages paid on public works in the geographic area of the craft or trade. DAS shall refer complaints alleging any contractor's failure to pay the proper apprentice prevailing wage rate on a public works project to the Division of Labor Standards Enforcement for investigation and appropriate action. (c)Apprentices employed on public works can only be assigned to perform work of the craft or trade to which the apprentice is registered. Work of the craft or trade consists of job duties normally assigned to journeymen in the apprenticeable occupation.Where an employer employs apprentices under the rules ands regulations f the on California Apprenticeship Council, as set forth in Labor Code Section 1777.5(c) (2), apprentices public works must at all times work with or under the direct supervision of journeyman/men. The on-the-job training shall be in accordance with the apprenticeship standards and apprenticeship agreement under which the apprentice is training, provided that a contractor shall not be subject to any financial or administrative obligations to a trust fund or employee benefit plan unless the contractor has so agreed. (d)The provisions of this regulation shall not apply to contractors on public works projects that were bid prior to July 1, 2009. Such contractors shall comply with the version of this regulation that was in effect prior to July 1, 2009. Note:Authority cited: Section 1777.7, Labor Code. Reference: Section 1777.5, Labor Code. June 2009 Conditions of Use I Privacy Policy Copyright©2011 State of California http://www.dir.ca.gov/DAS/PublicWorksImpNot230-1.htm 01/05/2011 Division of Apprenticeship Standards -Public works information Page 1 of 2 Welcome to the California DEPARTMENT OF INDUSTRIAL RELATIONS Division of Apprenticeship Standards - Public works information In general, public works refers to construction projects that are paid for in whole or in part out of public funds, or if private funds are used, more than 50 percent of the square footage is leased to a public entity. Because of this, there are laws regarding many aspects of the construction projects to protect the public's interest. One of the legal requirements for working on a public works project is the employment of apprentices. The Division of Apprenticeship Standards provides assistance to contractors in employing apprentices on public works sites. Important Notices Changes to Code of Regulations Section 230.1 Regarding the employment of apprentices on Public Works. Effective for projects bid on or after 7/1/2009. Exemption Request for Operating Engineers& Laborers Basics Are you interested in bidding on a public works project and not sure where to start when it comes to complying with the law and hiring apprentices? Have you been awarded a public works contract? Click here to see a listing of contractors and individuals who have been debarred Frequently Asked Questions Interactive databases 1. If you are looking to check the apprenticeship status of an individual this database can give you the information you need. 2. If you are looking to find apprenticeable crafts and the contact information for those apprenticeship programs in your area this database sorts by county and craft and gives you contact information. 3. If you are looking to find out if training funds have been paid by a contractor working on a public works project this database can provide you information. 4. If you are looking for the additional apprenticeship wage information as noted in the general prevailing wage apprenticeship schedules, published by the Division of Labor Statistics and Research . Forms 1. Public Works Contract Award Information -DAS Form 140 du version IS version 2. MOO Request for Dispatch of an Apprentice-DAS Form 142 du version version 3. Training Fund Contributions-California Apprenticeship Council-CAC Form 2 (Rev 6/03) (.pdf format, 181 kb) 4. 111231131Directions to complete CAC form 2 (UPDATED 6/10) 5. If you are an awarding body,this is the form you need: To contract to perform public works under Labor Code section 1777.5-DAS Form 13-(Rev 5/01) (.pdf format, 16kb) For more information on public works: Excerpts from the California Labor Code Relating to Apprentices on Public Works-DAS10(Rev 4/02)du.(.pdf format 55kb) Laws and Regulations http://www.dir.ca.gov/DAS/PublicWorksForms.htm 01/05/2011 Division of Apprenticeship Standards -Public works information Page 2 of 2 The Division of Labor Standards Enforcement enforces labor law related to the payment of prevailing wage and working conditions. The Division of Labor Statistics and Research conducts labor research and provides statistics for public works projects. Files in Adobe Acrobat PDF.'format are viewed with Abobe Acrobat Reader. If you do not already have Adobe Acrobat installed on your computer,you should download the free Acrobat Reader from Adobe's web site at www.adobe.com, download instructions are available on the Adobe web site. Once you have downloaded the Acrobat Reader you can view PDF documents in your web browser if it supports plug-ins or, if it does not support plug-ins,you can save the file(s)to your hard drive and view them by opening them in Acrobat Reader. Known Printing Problems. June 2010 Conditions of Use I Privacy Policy Copyright©2011 State of California http://www.dir.ca.gov/DAS/PublicWorksForms.htm 01/05/2011 STANDARD DRAWINGS CITY c P gAN 13�GLAlA¢=11 0 S-rANDAG2D ES 1 OT 110 3 TOP4ci;rotor we SYMsot-S —• CS a, LINE O SEWEZ MAMNOL6 -4,-------4,------ XVE oao. 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CURB CIT ENG JiIN��/ja{ D.ib/!/T,411111f-a-83 T I . l VAR/ES - — t- to' - — t_TYP/CAa hoarav mini 3!HAW UTILITY TRENCH h/E,4CENED , 4(E JO/NT CASE "A" PAIrFEA ED NM-MAW LOCATION 1/AR/ES „ �' 4•aNOElsrkvcrFO .."-& '"w Al/0771 stAgr#•" IafAiE 6r0ne Or A.C. 51"p/!�/LK or s//d/TEOhN TI//S AREA t CASE "5 MAY BE USED 1.) O�T 5/0E5 OPLOT. D -SAME P.)FOR Aft-Avoeiceiver .S/v5h/A/K.4. _ - --t--- GENERAL NOTES: Daar. T I)C»A/CRETE CLASS-54D-C-L OO •� ✓ '�• �s�/' l.)WEAXENED PLANE.A00/71 To/'Z4TCN / I CU�P5.. 1NT AS D/RECTE0 FY I j 7?/E ENO/N5EQ B)CUFIAG CO/'7PoUN0 ..5N4./..BE PROPOSED SP,PAYEO UN/ PM�LV ON ALL V I �' EXPOSED SURFACES "'MC TO THE I �� B/oE4/•ac c E✓.4Rae47 VN OF JdRF14ICE A 4T6•e • ODFACE TYPICAL 5/OEIVAL./C T 'ANS/T/ON CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. D ,1983 STANDARD .:: ;.: PLAN apopipit.._ 2.07.SIDEWALK LOCATION .. Cl Y cis C5 BCR O�Q. 2% MAX E 4' 1220 mm �/ GRADE BREAK E 3 ;T:1:m ' �� NOTE 8 C 3 N / SHEET 0 ^ X f A. 3 x �` c�`�, ca Y.a Ix AREAIING kel \i/Afr:./ `�, A� s O c1) \,..., it:4,- CURB FACE/ WHERE PLANTING AREA IS ADJACENT TO THE CURB RAMP, TYPE 3 USE CASE A, TYPE 6 2% MAX O% GRADE BREAK 2. ‘2,C\ ',e\EE 4' 1220 mm JOE 915mm 7 0 ,, NOTE 8 e BCR T — x ? o 3 �/ NOTE / a�3<:r S� ^�� PLANTING 1 .� q=� a AREA � � � 1_cu ` `� 0 ccP I CURB FACE/ Plk' 4. WHERE PLANTING AREA IS ADJACENT TO THE CURB RAMP, USE CASE A, TYPE 6 TYPE 4 CASE A STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-4 SHEET 2 OF 10 AORB 4' 1220 mm R MIN •Z mm R r Z -� r i 11—Z.33. N< I8 3372 r BREAK F E 2, SHEET 10 I I g ^>s : PLANTING AREA ce PLANTING AREA :.., T 10 ao t CURB / h - �1 `i CURB FACE 4' 1>c (1200 mm) ke:01 AORB SEE FIGURE 1, SHEET 8, THIS SECTION TYPE 5 _PARKWAY 1 I R Q W 2% % MA 0 F 4Q` Z P Z _ 4' 1220 mm mm MIN ):449 2 3 '1 r �o PCC WALK 4 1220 mm � Z�3' 915 mm) MIN R tr" �N Q NOTE 2 ,�.� .:E X SHEETIO — N+TE8� "`'PLANTING AREA EE/ CUR: >CI- #45) CURB FACE cn,' IF PLANTING AREA IS NOT P 'Q'' ADJACENT TO SIDE FLARE, USE ti "X" PER TABLE 2 FOR NAT FLARE TYPE 6 CASE A STANDARD PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION AND _ L CURB RAMP SHEET 3 OF 10 c .1 r z.x 1 gRit-r2i o Ft.2115 m L litsc KN ttcce x3: R lz 8 iimmei.zmm: .....himmE ciat 1,3AN 63_4A CURB / I... X _ NOTE 8, SHEET 10 CURB FACE X 4' (1220 mm .4.114 IR C in TYPE 1 4 -VIT■t • cl ei- G 77 ^)" C.) N 4/ L,,, &) 4 CY■t*.. - t5.. IR ott .511W '..?. (..) 4:■. ir t+ a L) rIET210\ .•■•• iv .Z. co CURB/ / 4 # CURB FACE ie TYPE 2 CASE B STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-4 SHEET 4 OF 10 / , A SKEW ANGLE, a 4, SKEW ANGLE a=45' 1220 )NOTE 2. OFFSET b=0 / SHEET ,10 UNLESS OTHERWISE NOTED ON PLANS M • „„II /./� S. / / Y MIN NE41 NOTE 8a"r' ET 1• OFFSET, b CUR: CURB FACE \"-----ir.\-1.1 CASE C Z m E E E^ o E � .3 o, SEE DETAIL OTE B, ca A, B, C OR D SHEET 10 ► a�CV A IiJA Q �--- N 2 SHEET 10 I 5X MAX Y yf1� ita 1 PLANTING MIN a AREA • �4 X=4' (1220 mm) R_GRADE �� IF ADJACENT TO CURB PLANTING AREA, CURB FACE OTHEWISE SEE TABLE 1 TYPE 1 Y Z 3' (915 mlr z MIN I I i E E SEE DETAIL A, B, C OR D\l E A 8.33 .._.1.. J A 4'2 a a _ °: 5 MAX din SHEET 10 �1 ava s CUR NOTE 2, CURB FACE SHEET 10 TYPE 2 CASE D STANDARD PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION 111-4 CURB RAMP SHEET 5 OF 10 S MASirogii RARE BREAK i --3 1220 mm) 3' 915 MIN mm) m id x m 4--� p +E llii '� o:1117 B N LESS 4._.-. NCIAX CROSSWALK c.)i N S � t -��'' a.- x 4._ al 4' 1220 mm 3 � 3' 915 mm) \IF llI a PLANTIN •� `���► a AREA �� NOTE 2, SHEET 10 CUR: A llS R : mi NOTE 8, SHEET 10 CURB FACE X=4' (1220 mm) Ire 4 X WHEN ADJACENT (1220 mm) TO PLANTING AREA x MARKED CROSSWALK TYPE 1 •Sie-� x x E II U� U 5 MAX d. MARKED Z OR , CROSSWALK S C LES - NOTE 2, SHEET 10 1-.. Z-X "� I. • / x x Q 3' (915 mm) a II -N . _... .-.,,.` 0# •ADE BREAK CURB CE/ I I X x( 20,MO X NOTE S, SHEET 10 N Rii MARKED CROSSWALK TYPE 2 CASE E STANDARD PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION CURB RAMP 111--4 SHEET 6 OF 10 SEE NOTE 6 x►► 1 a Y 4' 1220 mm SHEET 10 R _ :ii 915 mm EXISTING ROUNDE' TOP OF I ROADWAY EDGE RAMP Ilim IIII A2-0 CURB AND GUTTER SECTION Q-/4 USE FIGURE 1 TO DETERMINE WHICH OF SECTIONS A-A, B-B SEE NOTE 6 PARKWAY OR C-C IS APPROPRIATE. SHEET 10 R Y 4' 1220 mm ROUNDED TOP OF EXISTING EDGE RAMP/ \ DEPRESS BACK OF WALK ROADWAY 5.{MAX �' SEE DETAIL A, B, C OR D, �� SHEET 10. A2-0 CURB AND GUTTED SECTION B-B SEE NOTE 6 PARKWAY SHEET 10 R Y EXISTING ROADWAY 5x Ai DEPRESS BACK OF WALK SEE DETAIL A, B, C OR D, r-2% MAX / SHEET 10. �A2-0 CURB AND GUTTER , SECTION C-C, z 4' Z 0 mm DEPRESS BACK OF WALK $44 •.1 PC SI ALK SECTION R-R �z OR LESS Z 4' 4 Z 1 I (1220 mm) 1 1.0 220 mm} DEPR SS BACK OF WALK .qr ;'5 4 PCC SIDEWALK SECTION S-S STANDARD PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION 111�'4 CURB RAMP SHEET 7OF10 PARKWAY WIDTH, FT (m) 4' 5' 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' (1.2) (1.5) (1.8) (2.1) (2.4) (2.7) (3.0) (3.3) (3.6) (3.9) (4.2) (4.5) (4.8) (5.1) (5.4) (5.7) (6.0) 1" (25) E2" (50) S 3" (75) FC O . ) 4" (1 00) �- SECTION A-A Z 5" (125)--- I 1 �•9iy��� LANDING = 4' (1220 mm) c W 6" (150)--Z a a• U 0 996. LL. 7" (175)=--U lb • ce2 8" (200)—�- 9" (225) SECTION B-B < 1 0 (250) J " CALCULATE Z DIMENSION PER FORMULA BELOW 0 11" (275) Flill Z 12" (300) - OR MORE FIGURE 1 - SECTION USAGE. WHERE FIGURE 1 SHOWS USE OF SECTION B-B, FIGURE Z NORMAL CURB FACE, SECTION Y-Y DIMENSION AS FOLLOWS: INCHES (mm) X, FT (mm) Y, FT (mm) W = PARKWAY WIDTH 2" (50) 4.00' (1200) MIN 2.63' (790) L = LANDING WIDTH, 4' (1220 mm) TYP, 3' (915 mm) MIN 3" (75) 4.00' (1200) MIN 3.95' (1185) Z = [(Y+L)-W] x 0.760 4" (100) 4.00' (1200) 5.26' (1580) IF (Y+L) < W, THEN Z = 0 5" (125) 5.00' (1500) 6.58' (1975) 6" (150) 6.00' (1800) 7.90' (2370) TABLE 1 SHOWS X FOR A FLARE SLOPE OF 8.33% AT 7" (175) 7.00' (2100) 9.21' (2765) IT Y BE MUL11PUEDFBY 10.833 FOR A MAXIMUM°FLARE 8" (200) 8.00' (2400) 10.53' (3160) SLOPE OF 10% AT THE CURB FACE. 9" (225) 9.00' (2700) 11.84' (3555) 10" (250) 10.00' (3000) 13.16' (3950) 11" (275) 11.00' (3300) 14.47' (4340) 12" (300) 12.00' (3600) 15.79' (4735) SEE SHEET 9 FOR STREET SLOPE ADJUSTMENT FACTORS, ALL STREETS TABLE 1 - X AND Y VALUES, TABLE 1 REFERENCE FORMULAS: X = CF / 8.333% • Y = CF / (8.333% - 2% WALK CROSS SLOPE) STANDARD PLAN STANDARD PLANS FOR PUBLIC 'WORKS CONSTRUCTION 111-4 CURB RAMP SHEET 8 OF 10 4' (1220 mm) 3' 915 mm) MIN Z•UP, II GRADE BREAK Ire x T ' Ma T cot CURBS GUTTER L. L 0 X.DOWN.4. I. X.UP CURB FACE SLOPE, S (1220 TYPICAL CURB RAMP. X.DOWN X.UP BACK OF WALK 5 GUTTER FLOW UNE SECTION T—T SLOPED STREET FOR SLOPED STREETS, MULTIPLY THE DIMENSIONS PARALLEL AND DOWNSTREAM OF THE RAMP, BY THE AND N THEM FOLLOWING TABLE. FOR EXAMPLE, X.DOWN = X x K.DOWN S K.DOWN K.UP 0% 1.000 1.000 0.2% 0.977 1.025 0.5% 0.943 1.064 1% 0.893 1.136 2% 0.806 1.316 3% 0.735 1.563 4% 0.676 1.923 5% 0.625 2.500 TABLE 2 — SLOPE ADJUSTMENTS TABLE 2 REFERENCE FORMULAS: K.DOWN = 8.333% / (8.333% + S) K.UP = 8.333% / (8.333% - S) STREET SLOPE ADJUSTMENTS. STANDARD PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION 111-4 CURB RAMP S{EET 9 OF 10 12" 305 mm 0O 0 0 0 E E 1 3/4" "0 0 0 0 0 0.90" iv E ) •co m a„0 0 0 O (23 mm)I 1 c SINGLE 4--0 0 0 0 PATTERN "TRUNCATED DOME" 1/4" ~4-}--1/4" 1 2.35" (6 mm) (6 mm) (60 mm) GROOVING DETAIL DETECTABLE WARNING DETAIL CONSTRUCT FENCE OR HANDRAIL PER CONTRACT PLANS Y 6" (150 mm) rl PAVED SURFACE RETAINING CURB PAVED SURFACE ti SIM DETAIL A DETAIL B GRADED 1..6%050 mm) SLOPE 2:1 NPAVED SURFACE UNPAVED SURFACE 1. 111111111/ 1,t7VNWW, MAX RETAINING CURB- DETAIL C DETAIL D GENERAL NOTES: 1. CONCRETE SHALL BE CLASS 520-C-2500 (310-C-17) CONFORMING TO SSPWC 201-1.1.2 AND SHALL BE 4" (100 mm) THICK. 2. THE RAMP SHALL HAVE A 12" (305 mm) WIDE BORDER WITH 1/4" (6 mm) GROOVES APPROXIMATELY 3/4" (19 mm) OC. SEE GROOVING DETAIL. 3. THE RAMP SURFACE SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE CONFORMING TO SSPWC 303-1.9. 4. USE DETAIL "A" OR B" IF EXISTING SURFACE BEHIND LANDING IS PAVED. 5. USE DETAIL "C" OR D" IF EXISTING SURFACE BEHIND LANDING IS UNPAVED. 6. R = 3' (900 mm) UNLESS OTHERWISE SHOWN ON PLAN. 7. ANGLE = A/2 UNLESS OTHERWISE SHOWN ON PLAN. S. CONSTRUCT DETECTABLE WARNING SURFACE PER DETAIL THIS SHEET. MATERIALS SHALL BE PER CONTRACT DOCUMENTS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-4 SHEET 10 OF 10 CALTRANS STANDARD PLANS 2006 STANDARD PLAN A10A 21 s 1.4'"'"'•11 I .�i i E It = 4' fi M " 0" IL 51 2 4c I: ill"' (aa( ,. _.;lY is 3 is 1512 ZW • 2 • 5 S Bi ;s W „��� a � �i� g OQW E ft U1 • -_ N n€ :1 O IC 440 • v ' g Y !; 30 o « = U1!hdtI y imtflu I Yba6 th _ tooc o t N i zi8Pttt Bit li g'4. - " t i O U C Y D e e N r T u 8Z. : o • Et a t 1. 5 1-. ~ v II f I- 4 1111IH.iiniii111" Utii ! iiikIUhuI1t W ` 5 p u u . y a a p T p yy a Y Y i g h$. .N C s ■ i t ■ fi M "'mil" O J I s O l N N P■ ■ .2120 ..... W...O S O e eY 1k a 5 o b • • a a.J• �! t P ` L go a2iYY � • i ! Y Ti be n . ! h lg 0 6 E e . ` . . ill M ilitt ! 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Centerlines -2 Lane Highways FOR SPEEDS 65 km/h(40 mph)OR LESS DETAIL I POLICY 14.64 m (48 ft) 2.14 ml 5.18 m 12.14 ml 5.18 m 2.14 mI Centerline pattern for use on two-lane streets ( ft) (17 ft) (7 ft) (17 ft) (7 ft)I and highways (normally used on local streets =I C❑ ED and highways). DETAIL 2 14.64 in(48 ft) 2.59m 2(7f 5.18m 2.14 2.59m Centerline pattern with pavement markers for ❑(a.Sttil= (17 ft) I { 185ft)❑ use on two-lane streets and highways. DETAIL 3 (Deleted) DETAIL 4 14.64 m(48 ft) 2.44m 2.44m 4.88m 2.44m 2.44m Alternate to Detail 2. For use at problem (aft) I (8ft) I (16ft) I (aft) I (aft) locations where it is difficult to place and ❑ 0 0 0 0 0 0 ❑ maintain centerline because of moisture, sand, "'. .I .•1.22m(4ft) . I.1.22 m(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(121 10.98 m(36 ft) 3.66 m (12 tt and highways (normally used on local streets 44—.� I ( ( ( and highways). DETAIL 6 14.64 m(48 ft) 5.49 m i 3.66 m 1:14:1;1 Centerline pattern with pavement markers for (1811) I (1211) I ❑ use on two-lane streets and highways. ❑ I I --.- DETAIL 7 14.64m(48ft) I Alternate to Detail 6. For use at problem 56489; 3.66 m 5.49 m locations where it Is difficult to place and (1211) (18 ft) maintain centerline because of moisture, sand, f 0 Q Q 0 Q ❑ etc. "'0,. .I I.1.22m(4ft) LEGEND I 1 100 mm(4 in)Yellow ❑Two-Way Yellow Retroreflective Markers 4— Direction of Travel Q Non-Retroreflective Yellow Markers NOT TO SCALE January 21,2010 Chapter 3A-General Part 3-Markings California MUTCD Page 3A-7 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Figure 3A-104 (CA). No Passing Zones - Two Direction DETAIL 21 POLICY .41- Two-direction no-passing pattern for use on I I" two-lane streets and highways normally used on I 1T local streets and highways). See Note 2. ..,� 75 mm(31n) DETAIL 22 7.32 m(24 ft) I 7.32 m(24 ft) I ❑ ❑ 1-❑-50 mm(21n) Two-direction no-passing pattern with pavement 75mm(3inl markers for use on two-lane streets and I I_-50 mm(2 In) highways. See Notes 1 and 2. o o o- DETAIL 23 7.32 m(24 ft) 7.32 m(24 ft) I 0 0 0 0 0 0 ❑0 0 0 0 0❑ 75 mm(3 in) 4 . Alternate Detail oDetail 22. For use with either Detail 000000 0 000000 1.22m(4ft)-1 I- -I I-1.22m(4ft) NOTES: 1. Pavement markers shown off the placed line in Detail 22 may be placed on the line. 2. State highways andkmay be placed on on sleet a d highways under local juririsdiction. LEGEND I 1 100 mm(4 in)Yellow 0 Two-Way Yellow Retroreflective Markers ..� Direction of Travel 0 Non-Retraeflective Yellow Markers NOT TO SCALE January 21,2010 Chapter 3A—General Part 3-Markings California MUTCD Page 3A-9 (FHWA's MUTCD 2003 including Revisions 1 and 2,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 --0' highways may be used on local streets and highways. It is generally dropped at the beginning of the intersection flares on _5o mm(2 in ) conventional highways. See also Detail 27C. On 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 10.91 091m 0.91 ml Right Edge Line Extension Through (3 ft)I 3.66 m{12 ft) I (3 I 3.66 m(12 ft) I (39) I Intersections pattern for use to extend the right 0 0 edgeline through an intersection where climatic conditions, such as areas of heavy fog, may require additional guidance. LEGEND 100 mm(4 in) White —► Direction of Travel NOT TO SCALE (This space left intentionally blank) Chapter 3A—General January 21,2010 Part 3-Markings California MUTCD Page 3A-16 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Figure 3A-112(CA). Channelizing Line and Lane LinelCenterline Extensions DETAIL 38-Channelizing Line POLICY I Typical channelizing line for use on Left-Turn or 200 mm(8 in)White Line I Right-Turn lanes on State highways. Pavement .=50 mm(2 In) Markers when used should be place on the 13 0 LE through traffic side only. 7.32 m(24 It) I 732 m(24 ft) I Through Traffic —o- 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 II I] Typical channelizing line for use on Exit Ramps. —50 mm(2 in) Pavement Markers as shown may also be placed I200 mm(8 in)White Line l_ on the line. 0 I7 LE 50 mm(2 in) 7.32 m (24 f1) I 7.32 m(24 ft) I DETAIL 38C-Alternate to Detail 38 and 38B 1888881888881 e re F E q 14 7.32 m(24 ft) DETAIL 39-Bike Lane Line I 150 mm(6 in)White Line I DETAIL 39A-Bike Lane Intersection Line 30 m(100 ft)to 60 m(200 It) 1 Intersection 4 I I I II 2.44m 1122m (8 ft) I (4 ft) I 150 mm(6 in)White Line DETAIL 40-Lane Line Extension Through Intersections CI I I 0 The Lane Line Extension Through Intersections I0.30mI 1.83m line is used to extend the lane line through an (1 n)I (6 f) 100 mm(4 in)White Line intersection that might otherwise be confusing to the motorist. DETAIL 40A-Alternate to Detail 40 O O t 0 O O O 1.22 m (4 ft) ( Non-Retroreflective White Markers DETAIL 41 -Centerline Extension Through Intersections 0 Q The Centerine Extension Through Intersections 0.30r 1.83m line is used to extend the centerline through an (1 ft)I (6 ft) I 100 mm(4 in)Yellow Line intersection that might otherwise be confusing to the motorist. DETAIL 41A-Alternate to Detail 41 O O t O O O O 1.22 m I NOT TO SCALE (4 ft) Non-Retroreflective Yellow Markers LEGEND White Line 0 Non-Retroreflective White Markers —► Direction of Travel I I Yellow Line 0 Non-Retroreflective Yellow Markers I] One-Way Clear Retroreflective Markers Chapter 3A-General January 21,2010 Part 3-Markings California MUTCD Page 3B-1 (FHWA's MUTCD 2003 including Revisions1 and 2,as amended for use in California) CHAPTER 3B.PAVEMENT AND CURB MARKINGS Section 3B.01 Yellow Centerline Pavement Markings and Warrants Standard: Centerline pavement markings,when used,shall be the pavement markings used to delineate the separation of traffic lanes that have opposite directions of travel on a roadway and shall be yellow. Option: Centerline pavement markings may be placed at a location that is not the geometric center of the roadway. On roadways without continuous centerline pavement markings,short sections may be marked with centerline pavement markings to control the position of traffic at specific locations,such as around curves, over hills,on approaches to highway-railroad grade crossings, at highway-railroad grade crossings,and at bridges. Standard: The centerline markings on two-lane,two-way roadways shall be one of the following as shown in Figure 3B-1: A.Two-direction passing zone markings consisting of a normal broken yellow line where crossing the centerline markings for passing with care is permitted for traffic traveling in either direction; B.One-direction no-passing zone markings consisting of a normal broken yellow line and a normal solid yellow line where crossing the centerline markings for passing with care is permitted for the traffic traveling adjacent to the broken line,but is prohibited for traffic traveling adjacent to the solid line; and C.Two-direction no-passing zone markings consisting of two normal solid yellow lines where crossing the centerline markings for passing is prohibited for traffic traveling in either direction. The centerline markings on undivided two-way roadways with four or more lanes for moving motor vehicle traffic always available shall be the two-direction no-passing zone markings consisting of two normal solid yellow lines as shown in Figure 3B-2. Guidance: On two-way roadways with three through lanes for moving motor vehicle traffic,two lanes should be designated for traffic in one direction by using one-or two-direction no-passing zone markings as shown in Figure 3B-3. Standard: Centerline markings shall be placed on all paved urban arterials and collectors that have a traveled way of 6.1 m(20 ft)or more in width and an ADT of 6,000 vehicles per day or greater. Centerline markings shall also be placed on all paved two-way streets or highways that have three or more lanes for moving motor vehicle traffic. Guidance: Centerline markings should be placed on paved urban arterials and collectors that have a traveled way of 6.1 m(20 ft)or more in width and an ADT of 4,000 vehicles per day or greater.Centerline markings should also be placed on all rural arterials and collectors that have a traveled way of 5.5 m(18 ft)or more in width and an ADT of 3,000 vehicles per day or greater.Centerline markings should also be placed on other traveled ways where an engineering study indicates such a need. Engineering judgment should be used in determining whether to place centerline markings on traveled ways that are less than 4.9 m(16 ft)wide because of the potential for traffic encroaching on the pavement edges,traffic being affected by parked vehicles,and traffic encroaching into the opposing traffic lane. Option: Centerline markings may be placed on other paved two-way traveled ways that are 4.9 m(16 ft)or more in width. If a traffic count is not available,the ADTs described in this Section may be estimates that are based on engineering judgment. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-2 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Standard: Centerline patterns shall be selected from those shown in Figures 3A-101(CA)and 3A-104(CA). Raised retroreflective pavement markers shall be used to supplement the centerline markings on State highways,except in snow areas. Support: On horizontal curves with radii less than 1000 m(3280 ft)and without street lighting,Detail 22 instead of Detail 21 can be helpful in improving the delineation for centerline markings as it includes retroreflective raised pavement markers. Detail 22 can be applied in advance of the approach to the curve per Table 2C-4 and continued throughout the length of the curve. Refer to CVC 21460 for Double Lines. Refer to CVC 21460.5 for Two-Way Left-Turn Lanes. Standard: A left edge line shall consist of a solid 100 mm(4 in)wide yellow line,yellow reflective pavement markers or a combination of line and markers as shown in Figure 3A-105(CA). Option: Two normal solid yellow lines may be used as a left edge line on a divided roadway for more emphasis when motorists tend to use the shoulder for a through lane or where encroachments onto the shoulder occasionally occur. Support: Left edge line patterns for median islands are shown in Figure 3A-107(CA). Section 3B.02 No-Passing Zone Pavement Markings and Warrants Standard: No-passing zones shall be marked by either the one direction no-passing zone pavement markings or the two-direction no-passing zone pavement markings described previously and shown in Figures 3B-1 and 3B-3. When centerline markings are used,no-passing zone markings shall be used on two-way roadways at lane reduction transitions(see Section 3B.09) and on approaches to obstructions that must be passed on the right(see Section 3B.10). wee: • .1• -- -- - . .. . . ! .. .. . ..• Standard: If the gap between successive no-passing zones is less than the sight distance for the prevailing speed shown in Table 3B-1,the no-passing zone shall be continuous. Where centerline markings are used,no-passing zone markings shall be used on approaches to highway-rail grade crossings in conformance with Section 8B.20. Option: In addition to pavement markings,no-passing zone signs(see Sections 2B.29,2B.30,and 2C.35)may be used to emphasize the existence and extent of a no-passing zone. Support: Section 11-307 of the"Uniform Vehicle Code(UVC)Revised"contains further information regarding no-passing zones.The"UVC"can be obtained from the National Committee on Uniform Traffic Laws and Ordinances at the address shown on Page i. Standard: On two-way,two-or three-lane roadways where centerline markings are installed,no-passing zones shall be established at vertical and horizontal curves and other locations where an engineering study indicates that passing must be prohibited because of inadequate sight distances or other special conditions. On three-lane roadways where the direction of travel in the center lane transitions from one direction to the other,a no-passing buffer zone shall be provided in the center lane as shown in Figure 3B-4.A lane transition shall be provided at each end of the buffer zone. The buffer zone shall be a median island that is at least 15 m(50 ft)in length. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-3 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Guidance: For three-lane roadways having a posted or statutory speed limit of 70 km/h(45 mph)or greater,the lane transition taper length should be computed by the formula L=0.62 WS for speeds in km/h(L=WS for speeds in mph). For roadways where the posted or statutory speed limit is less than 70 km/h(45 mph),the formula L=WS2/155 for speeds in km/h(L=WS2/60 for speeds in mph)should be used to compute taper length.Under both formulas,L equals the taper length in meters(feet),W equals the width of the center lane or offset distance in meters(feet), and S equals the 85th-percentile speed or the posted or statutory speed limit,whichever is higher. Standard: The minimum lane transition taper length shall be 30 m(100 ft)in urban areas and 60 m(200 ft) in rural areas. On roadways with centerline markings,no-passing zone markings shall be used at horizontal or vertical curves where the passing sight distance is less than the minimum necessary for reasonably safe passing at the 85th-percentile speed or the posted or statutory speed limit as shown in Table 3B-1.The passing sight distance on a vertical curve is the distance at which an object 1.07 m(35 ft)above the pavement surface can be seen from a point 1.07 m(3.5 ft)above the pavement(see Figure 3B-5). Similarly,the passing sight distance on a horizontal curve is the distance measured along the centerline(or right-hand lane line of a three-lane roadway)between two points 1.07 m(3.5 ft)above the pavement on a line tangent to the embankment or other obstruction that cuts off the view on the inside of the curve(see Figure 3B-5). Support: The beginning of a no-passing zone at point"a"in Figure 3B-5 is that point where the sight distance first becomes less than that specified in Table 3B-1.The end of the no-passing zone at point"b"in Figure 3B-5 is that point at which the sight distance again becomes greater than the minimum specified. Support: Refer to CVC 21750 through 21759 for overtaking and passing. Refer to CVC 21460 for Double Lines. CVC 21752 restricts passing(driving on left side of a two-way roadway)when approaching within 30 m(100 ft)of or when traversing any intersection or railroad grade crossing.CVC 21752 also restricts passing(driving on left side of a two-way roadway)when the view is obstructed upon approaching within 30 m(100 ft)of any bridge,viaduct,or tunnel. The patterns and policy for intersection markings are shown in Figure 3A-109(CA). Standard: No-passing zone patterns shall be selected from those shown in Figures 3A-103(CA)and 3A-104(CA). Guidance: The no-passing zone markings at intersections,when used,should be between 30 m(100 ft)and 90 m(300 ft)in length at the approach to an intersection and placed in a pattern as shown in Figure 3A-109(CA). Section 3B.03 Other Yellow Longitudinal Pavement Markings Standard: If reversible lanes are used,the lane line pavement markings on each side of reversible lanes shall consist of a normal double broken yellow line to delineate the edge of a lane in which the direction of travel is reversed from time to time,such that each of these markings serve as the centerline markings of the roadway during some period(see Figure 3B-6). Signs(see Section 2B.25),lane-use control signals(see Chapter 4J),or both shall be used to supplement reversible lane pavement markings. If a two-way left-turn lane that is never operated as a reversible lane is used,the lane line pavement markings on each side of the two-way left-turn lane shall consist of a normal broken yellow line and a normal solid yellow line to delineate the edges of a lane that can be used by traffic in either direction as part of a left-turn maneuver.These markings shall be placed with the broken line toward the two-way left-turn lane and the solid line toward the adjacent traffic lane as shown in Figure 3B-7. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-4 (FHWA's MUTCD 2003 including Revisions1 and 2,as amended for use in California) Option: Pavement marking arrows may be used in conjunction with the two-way left-turn lane markings as shown in Figure 3B-7. Signs should may be used in conjunction with the two-way left turn markings(see Section 2B.24). Standard: If a continuous median island formed by pavement markings separating travel in opposite directions is used,two sets of double solid yellow lines shall be used to form the island as shown in Figures 3B-2 and 3B-4.Other markings in the median island area shall also be yellow,except crosswalk markings which shall be white(see Section 3B.17). On State highways, reversible lanes shall be separated by physical barriers or delineators. Support: A two-way left-turn lane is a lane reserved in the center of a highway for exclusive use of left or U-turning vehicles. Refer to CVC 21460.5. It is normally used where there are many points of access. Standard: The two-way left-turn lane markings shall be selected from those shown in Figure 3A-108(CA). Option: Optional treatments at signalized, major and minor intersections as shown in Figure 3B-7(CA)may be used. Two-way opposing pavement arrows may be used as shown in Figure 3B-7(CA).The arrows may be supplemented by Two-Way Left Turn Lane(R67(CA))sign at new installations and problem locations. Guidance: A gap in the markings should be made at all intersections. Support: For left turn channelization,see Figure 3B-101(CA)and Department of Transportation's Highway Design Manual, Section 405.2. See Section 1A.11 for information regarding this publication. Channelized left-turn lanes in combination with continuous raised-curb medians are used instead of two-way left- turn lanes(TWLTL)if one or more of the following conditions exist: • Average daily traffic volumes exceed 20,000 vehicles per day • For remediation where there is a demonstrated crash problem, • Wherever a need is demonstrated through engineering study. Section 3B.04 White Lane Line Pavement Markings and Warrants Standard: When used,lane line pavement markings delineating the separation of traffic lanes that have the same direction of travel shall be white. Support: Examples of lane line markings are shown in Figures 3B-2,3B-3, 3B-7 through 3B-13,3B-22,3B 24 3B- 23(CA),and 3B-26. Standard: Where crossing the lane line markings with care is permitted,the lane line markings shall consist of a normal broken white line. Where crossing the lane line markings is discouraged,the lane line markings shall consist of a normal solid white line. Option: Solid white lane line markings may be used to separate through traffic lanes from auxiliary lanes,such as uphill truck lanes,left-or right-turn lanes, and preferential lanes.They may also be used to separate traffic lanes approaching an intersection. Wide solid lane line markings may be used for greater emphasis. Standard: Where crossing the lane line markings is prohibited,the lane line markings shall consist of two normal solid white lines. Lane line markings shall be used on all freeways and Interstate highways. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-5 (FHWA's MUTCD 2003 including Revisionsl and 2,as amended for use in California) Guidance: Lane line markings should be used on all roadways with two or more adjacent traffic lanes that have the same direction of travel.Lane line markings should also be used at congested locations where the roadway will accommodate more traffic lanes with lane line markings than without the markings. Standard: Lane line patterns shall be selected from those shown in Figure 3A-102(CA).Detail 9 or 10(65 kmlh(40 mph) or less)or Detail 12 or 13(70 kmlh(45 mph)or more)shall be used on State freeways,expressways,freeway ramps,freeway to freeway connectors and collector roads,except when used in snow areas,the raised pavement markers will be recessed. Section 3B.05 Other White Longitudinal Pavement Markings Standard: A channelizing line shall be a wide or double solid white line. Option: Channelizing lines may be used to form channelizing islands where traffic traveling in the same direction is permitted on both sides of the island. Standard: Other pavement markings in the channelizing island area shall be white. Support: Examples of channelizing line applications are shown in Figures 3B-8 3B-8(CA), 3B 9 3B-9(CA),and 3B- 13. Channelizing lines at exit ramps as shown in Figure 3B 8 3B-8(CA)define the neutral area,direct exiting traffic at the proper angle for smooth divergence from the main lanes into the ramp,and reduce the probability of colliding with objects adjacent to the roadway. Channelizing lines at entrance ramps as shown in Figure 3B 9 3B-9(CA)promote reasonably safe and efficient merging with the through traffic. Standard: For exit ramps,channelizing lines shall be placed along the sides of the neutral area adjacent to the through traffic lane and the ramp lane.With a parallel deceleration lane,a 200 mm(8 in)wide dotted white lane drop line shall be extended from the beginning of the channelizing line upstream of the entire fer—ft-dista-nee- -eite-ha-lf-the length of the full-width deceleration lane as shown in Figure 3B-S 3B- 8(CA). Option: White chevron markings may be placed in the neutral area for special emphasis as shown in Figure 313-8 3B-8(CA). Guidance: For entrance ramps,a channelizing line should be placed along the side of the neutral area adjacent to the ramp lane. For entrance ramps with a parallel acceleration lane, a lane line should be extended from the end of the channelizing line for a distance of one-half the entire length of the full-width acceleration lane as shown in Figure 3B 9 3B-9(CA). Option: For entrance ramps with a tapered acceleration lane,lane line markings may be placed to extend the channelizing line,but not beyond a point where the tapered lane meets the near side of the through traffic lane as shown in Figure 3B 9 3B-9(CA). Standard: Lane drop markings as shown in Figure 3 -40 3B-10(CA)may shall be used in advance of lane drops at exit ramps to distinguish a lane drop from a normal exit ramp or from an auxiliary lane. Option: The lane drop marking may consist of a wide,white dotted line with line segments 0.9 m(3 ft)in length separated by 2.7 m(9 ft)gaps. Guidance: Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-6 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) If used,lane drop markings should begin 800 m(0.5 mi)in advance of the theoretical gore point. If the dropped lane is an auxiliary lane 0.8 km(1/2 mi)or less in length,the lane drop line should extend throughout the entire length. Option: Where lane changes might cause conflicts,a wide solid white channelizing line may extend upstream from the theoretical gore point. Standard: The lane drop line pattern shall be as shown in Figure 3A-111(CA). Support: See Figures 3A-111(CA), 3B-8(CA),3B-9(CA),3B-10(CA), 3B-12(CA)and 3B-107(CA)for further details of markings and signing. Option: A 200 mm(8 in)wide single solid white line preceded by a 200 mm (8 in)wide dotted white line may be placed in advance of an intersection where the outside lane is dropped at the intersection,and as a result,creates a mandatory turn lane. Standard: If used,diagonal lines shall be the same color as the edge line. Section 3B.06 Edge Line Pavement Markings Standard: If used,edge line pavement markings shall delineate the right or left edges of a roadway. Except for dotted edge line extensions(see Section 3B.08),edge line markings shall not be continued through intersections or major driveways. If used on the roadways of divided highways or one-way streets,or on any ramp in the direction of travel,left edge line pavement markings shall consist of a normal solid yellow line to delineate the left edge of a roadway or to indicate driving or passing restrictions left of these markings. If used,the right edge line pavement markings shall consist of a normal solid white line to delineate the right edge of the roadway. Guidance: Edge line markings should not be broken for minor driveways. Support: Edge line markings have unique value as visual references to guide road users during adverse weather and visibility conditions. Option: Wide solid edge line markings may be used for greater emphasis. Standard: A right edge line shall consist of a solid 100 mm(4 in)wide white line. Guidance: The edge line should be placed 50 mm (2 in)in from the edge of traveled way,approximately 3.6 m(12 ft)from the lane line or centerline on highway mainlines, ramps,and connectors.See Figure 3A-106(CA). Generally,the solid edge line should be dropped at the beginning of intersection flares. Option: In heavy fog areas,or locations where additional guidance would be beneficial,a dotted 100 mm(4 in)wide white right edge line may be continued across an intersection. Support: Edge line is not used at turnouts.See Figure 3B-108(CA). Standard: Exit and entrance ramps, including freeway connectors,shall be marked with a yellow edge line supplemented with yellow reflective pavement markers on the left and a white edge line on the right.See Figure 3A-105(CA). Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-7 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Section 3B.07 Warrants for Use of Edge Lines Standard: Edge line markings shall be placed on paved streets or highways with the following characteristics: A.Freeways; B.Expressways; and C.Rural arterials with a traveled way of 6.1 m(20 ft)or more in width and an ADT of 6,000 vehicles per day or greater. Guidance: Edge line markings should be placed on paved streets or highways with the following characteristics: A.Rural arterials and collectors with a traveled way of 6.1 m(20 ft)or more in width and an ADT of 3,000 vehicles per day or greater. B.At other paved streets and highways where an engineering study indicates a need for edge line markings. Edge line markings should not be placed where an engineering study or engineering judgment indicates that providing them is likely to decrease safety. Option: Edge line markings may be placed on streets and highways with or without centerline markings. Edge line markings may be excluded,based on engineering judgment,for reasons such as if the traveled way edges are delineated by curbs,parking,bicycle lanes,or other markings. Edge line markings may be used where edge delineation is desirable to minimize unnecessary driving on paved shoulders or on refuge areas that have lesser structural pavement strength than the adjacent roadway. Standard: Edge lines shall be used on all State highways,except urban type streets with curbs and parking provisions. Option: The Two-Way Traffic(W6-3)sign may be used in conjunction with edge lines at locations where motorists could perceive that they are on a one-way roadway when,in fact,they are on a two lane,two-way highway.See Section 2C.34 for W6-3 sign. Section 3B.08 Extensions Through Intersections or Interchanges Standard: Pavement markings extended into or continued through an intersection or interchange area shall be the same color a t' t th wid h as the line markings they extend(see Figure 3B-11). Option: A normal line may be used to extend a wide line through an intersection. Guidance: Where highway design or reduced visibility conditions make it desirable to provide control or to guide vehicles through an intersection or interchange,such as at offset,skewed,complex,or multilegged intersections,on curved roadways,or where multiple turn lanes are used, dotted line markings should be used to extend longitudinal line markings through an intersection or interchange area. Option: Dotted edge line extensions may be placed through intersections or major driveways. Guidance: Where greater restriction is required,solid lane lines or channelizing lines should be extended into or continued through intersections or major driveways. However,edge lines should not be extended into or continued through intersections or major driveways as solid lines. A single line of equal width to one of the lines of the double line should be used to extend a double line through an intersection. To the extent possible,pavement marking extensions through intersections should be designed in a manner that minimizes potential confusion for drivers in adjacent or opposing lanes. Support: See Figure 3A-112(CA),Detail 40 and 40A for lane line extensions. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-12 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) • ,•. .At least one retroreflective or internally illuminated marker per group shall be used or a retroreflective or internally illuminated marker shall be installed midway in each gap between successive groups of nonretroreflective markers. The widths and patterns of raised pavement markers shall conform to the details shown in Figures 3A- 101(CA)through 3A-112(CA).See Section 3A.05. Guidance: Raised pavement markers should not substitute for right edge line markings. Standup • Option: When substituting for wide lines,raised pavement markers may be placed laterally adjacent to each other to simulate the width of the line. Standard: If used on State highways,internally-illuminated raised pavement markers shall be installed by an encroachment permit and include a maintenance agreement as a provision of the permit for the service life of the markers. Section 3B.15 Transverse Markings Standard: Transverse markings,which include shoulder markings,word and symbol markings,stop lines, yield lines,crosswalk lines,speed measurement markings,speed hump markings,parking space markings,and others,shall be white unless otherwise specified herein. Guidance: Because of the low approach angle at which pavement markings are viewed,transverse lines should be proportioned to provide visibility equal to that of longitudinal lines. Standard: Pavement marking letters,numerals,and symbols shall be installed in accordance with the Pavement Markings chapter of the"Standard Highway Signs"book(see Section 1A.11). Crosswalk markings near schools shall be yellow.Refer to CVC 21368 and Part 7. Support: Refer to Department of Transportation's Standard Plans for pavement marking letters,numerals and symbols.See Section 1A.11 for information regarding this publication Section 3B.16 Ston and Yield Lines Standard: If used,stop lines shall consist of solid white lines extending across approach lanes to indicate the point at which the stop is intended or required to be made. If used,yield lines(see Figure 3B-14 3B-14(CA))shall consist of a row of solid white isosceles triangles pointing toward approaching vehicles extending across approach lanes to indicate the point at which the yield is intended or required to be made. Guidance: Stop lines should be 300 to 600 mm(12 to 24 in)wide. Stop lines should be used to indicate the point behind which vehicles are required to stop, in compliance with a STOP(R1-1)sign,traffic control signal,or some other traffic control device,except YIELD signs. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-13 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) The individual triangles comprising the yield line should have a base of 3004e-600 mm( -te 24 in) wide and a height equal to 1.5 times the base.The space between the triangles should be 75 to 300 mm(3-te 12 in). Option: Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with a YIELD(R1-2)sign or a Yield Here to Pedestrians(R1-5 or R1-5a)sign. Guidance: If used,stop and yield lines should be placed a minimum of 1.2 m(4 ft)in advance of the nearest crosswalk line at controlled intersections,except for yield lines at roundabout intersections as provided for in Section 3B.24 and at midblock crosswalks.In the absence of a marked crosswalk,the stop line or yield line should be placed at the desired stopping or yielding point,but should be placed no more than 9 m(30 ft)nor less than 1.2 m(4 ft)from the nearest edge of the intersecting traveled way. Stop lines should be placed to allow sufficient sight distance to all other approaches to an intersection. If used at an unsignalized midblock crosswalk,yield lines should be placed adjacent to the Yield Here to Pedestrians sign located 6.1 to 15 m(20 to 50 ft)in advance of the nearest crosswalk line,and parking should be prohibited in the area between the yield line and the crosswalk(see Figure 3B-15). Stop lines at midblock signalized locations should be placed at least 12 m(40 ft)in advance of the nearest signal indication(see Section 4D.15). Support: Drivers who yield too close to crosswalks on multi-lane approaches place pedestrians at risk by blocking other drivers' views of pedestrians. Support: As defined in CVC 377,a"limit line"is a solid white line not less than 300 mm(12 in)nor more than 600 mm(24 in) wide,extending across a roadway or any portion thereof to indicate the point at which traffic is required to stop in compliance with legal requirements. Standard: For all purposes,limit line(s)as defined per CVC 377sha11 mean stop line(s). A limit line shall be placed in conjunction with STOP(R1-1)signs on paved approaches,except where marked crosswalk exists. Guidance: If a sidewalk exists,the limit line should be placed in advance of an unmarked crosswalk area. Option: A limit line may be placed in advance of a crosswalk where vehicles are required to stop, in compliance with a STOP (R1-1)sign,traffic control signal or some other traffic control device. Support: If a marked crosswalk is in place,it would normally function as a limit line. Typical limit line markings are shown in Figure 3B-103(CA). Standard: The individual triangles comprising the yield line shall have a base of 0.6 m(2 ft)wide and a height of 0.9 m (3 ft).The space between the triangles shall be 0.3 m(1 ft). Support: Figure 3B-14(CA)shows typical yield line layout for streets and highways. Section 3B.17 Crosswalk Markings Support: Crosswalk markings provide guidance for pedestrians who are crossing roadways by defining and delineating paths on approaches to and within signalized intersections,and on approaches to other intersections where traffic stops. Crosswalk markings also serve to alert road users of a pedestrian crossing point across roadways not controlled by highway traffic signals or STOP signs. At nonintersection locations,crosswalk markings legally establish the crosswalk. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-16 (FHWA's MUTCD 2003 including Revisions1 and 2,as amended for use in California) Policy on Parking Restrictions Option: Local authorities may,by ordinance,provide for the establishment of parking meter zones and cause streets and highways to be marked with white lines designating parking spaces. Refer to CVC Section 22508. Standard: Where the proposed zones are on State highways,the ordinances shall be approved by the Department of Transportation. Local authorities shall furnish a sketch or map showing the definite location of all parking meter stalls on State highways before departmental approval is given. Support: The District Directors have been delegated the authority to approve such ordinances. The desirable dimensions of parking meter stalls are 2.4 m(8 ft)by 7.3 m(24 ft)with a minimum length of 6.1 m(20 ft). Guidance: At all intersections, one stall length on each side measured from the crosswalk or end of curb return should have parking prohibited.A clearance of 1.8 m(6 ft) measured from the curb return should be provided at alleys and driveways. At signalized intersections parking should be prohibited for a minimum of two stall lengths on the near side and one stall length on the far side.See Figure 3B-18(CA). Standard: The departmental approval for the installation of the parking meters shall be covered by an encroachment permit. Option: Local authorities may by ordinance permit angle parking. Refer to CVC 22503. Support: Department of Transportation does not approve ordinances establishing angle parking on State highways. Diagonal parking stalls are not permitted on State highways. Section 3B.19 Pavement Word and Symbol Markings Support: Word and symbol markings on the pavement are used for the purpose of guiding,warning,or regulating traffic. Symbol messages are preferable to word messages.Examples of standard word and arrow pavement markings are shown in Figures 3B-20 3B-20(CA) and 3B 21 3B-21(CA). Normally, pavement word and symbol markings supplement standard signing. Standard: Word and symbol markings shall be white,except as otherwise noted in this Section. Guidance: Letters and numerals should be 1.8 m(6 ft)2.44 m(8 ft)or more in height. Word and symbol markings should not exceed three lines of information. If a pavement marking word message consists of more than one line of information, it should read in the direction of travel.The first word of the message should be nearest to the road user. Except for the two opposing arrows of a two-way left-turn lane marking(see Figure 3B-7),the longitudinal space between word or symbol message markings, including arrow markings, should be at least four times the height of the characters for low-speed roads,but not more than ten times the height of the characters under any conditions. The number of different word and symbol markings used should be minimized to provide effective guidance and avoid misunderstanding. Except as noted in the Option,pavement word and symbol markings should be no more than one lane in width. p •Anc Thee - . - . . . -- . . - • . .. .. •- - .!. . Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-17 (FHWA's MUTCD 2003 including Revisions1 and 2,as amended for use in California) Guidance: Standard: If used,the SCHOOL pavement marking shown in Figure 3B-20(CA)and 7C-101(CA)shall be used and it shall be restricted to a single lane(See Section 7C.06). Word and symbol markings near schools shall be yellow as provided in CVC 21368.See Part 7. Option: Pavement word and symbol markings sheuld may be proportionally sealed spaced to fit within the width of the facility upon which they are applied. Option: On narrow,low-speed shared-use paths,the pavement words and symbols may be smaller than suggested,but to the relative scale. Standard: The International Symbol of Accessibility parking space markings may shall be placed in each parking space designated for use by persons with disabilities.A blue background with white border may shall supplement the wheelchair symbol as shown in Figure 38-19 3B-19(CA). If used,new construction of accessible off-street parking spaces,and,loading and unloading areas shall include pavement marking details shown on Figure 3B-19(CA),or as shown on the Department's Revised Standard Plan A90A.The loading and unloading area shall be marked by a border and hatched lines.The border shall be painted blue and the hatched lines shall be painted a suitable contrasting color to the parking space (blue or white paint is preferred). If used, new construction of accessible on-street parking shall include a blue painted curb,as shown on the Department's Revised Standard Plan A90B.If on-street parking designated and designed for persons with disabilities includes a loading and unloading area, it shall be marked by a border and hatched lines.The border shall be painted blue and the hatched lines shall be painted a suitable contrasting color to the parking space (blue or white paint is preferred). Loading and unloading areas shall include the words"NO PARKING"within the blue border and shall be painted in white letters no less than 0.3 m(12 in) high(See detail in Figure 3B-19(CA)).Refer to California Code of Regulations Title 24,Section 1129B.4. Standard: Where through traffic lanes approaching an intersection become mandatory turn lanes,lane-use arrow markings(see Figure 3B 21 3B-21(CA))shall be used and shall be accompanied by standard signs. Lane use,lane reduction,and wrong-way arrow markings shall be designed as shown in Figure 3B 21 3B-21(CA). Guidance: Where through lanes become mandatory turn lanes, signs or markings should be repeated as necessary to prevent entrapment and to help the road user select the appropriate lane in advance of reaching a queue of waiting vehicles. Option: Lane-use arrow markings(see Figure 3B 21 3B-21(CA))may be used to convey either guidance or mandatory messages.The ONLY word marking(see Figure 3B-20 3B-20(CA))may be used to supplement lane-use arrow markings(see Figure 3B-22). In situations where a lane reduction transition occurs,the lane reduction arrow markings shown in Figure 3B 21 3B-21(CA)maybe used. Guidance: Where crossroad channelization or ramp geometrics do not make wrong-way movements difficult,a lane-use arrow should be placed in each lane of an exit ramp near the crossroad terminal where it will be clearly visible to a potential wrong-way road user(see Figure 3B 23 3B-23(CA)). Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-18 (FHWA's MUTCD 2003 including Revisions1 and 2,as amended for use in California) Option: The wrong-way arrow markings shown in Figure 3B 21 3B-21(CA)may be placed near the downstream terminus of a ramp as shown in Figures 3B 23 3B-23(CA)and 3B 21 to indicate the correct direction of traffic flow and to discourage drivers from traveling in the wrong direction. A yield-ahead triangle symbol or YIELD AHEAD word pavement marking may be used on approaches to intersections where the approaching traffic will encounter a YIELD sign at the intersection(see Figure 3B- 25). Support: Lane-use arrow markings are often used to provide guidance in turn bays(see Figure 3B-22),where turns may or may not be mandatory,and in two-way left-turn lanes(see Figure 3B-7). Arrows: Standard: Where a turning movement is mandatory,an arrow marking accompanied by a regulatory sign shall be used. However,when an additional clearly marked lane is provided for the approach to the turning movement, the sign is not required.Refer to CVC 22101. Support: Examples of entrance/exit ramp terminal signs and pavement markings are shown in Figure 3B-23(CA). Guidance: The Type V arrows and warning signs,as shown in Figure 3B-104(CA),should be used at locations where motorists could perceive that they are on a one-way roadway when, in fact,they are on a two lane,two-way highway. Following are some typical situations: • Construction sites where a two-lane highway is being converted to a freeway or an expressway. • Two-lane,two-way highways where ultimate freeway or expressway right-of-way has been purchased and grading for the full width has been completed. • Two-lane,two-way highways following long sections of multi-lane freeway or expressway. Exit Ramp Arrows: Standard: A minimum of two pavement arrows shall be placed on each freeway exit ramp lane. A Type V arrow shall be the first arrow,on the ramp,in the direction of travel when exiting the freeway. Where a mandatory movement is required,a Type I,II, Ill,IV,VII,or VIII arrow shall be placed with its point approximately 6.10 m(20 ft)preceding the limit line,crosswalk or"STOP"pavement legend.Where no mandatory movement is required,a Type V arrow shall be used at this location. All other additional arrows,when used,shall be a minimum of 7.32 m(24 ft)in length. All arrows shall be placed in the center of the lane and spaced approximately 30 m(100 ft)to 90 m(300 ft) apart. Guidance: The actual position and spacing should be determined in the field to provide the optimum visibility for traffic that may attempt to enter the exit ramp in the wrong direction. Support: See Figures 3B-21(CA)and 3B-23(CA). Entrance Ramp Arrows: Standard: A minimum of one Type I arrow, not less than 5.49 m(18 ft)in length,shall be positioned in the center of each freeway entrance ramp lane so that it is clearly in view of a right-way driver. Guidance: The distance between arrows,when more than one per lane is needed,should be 30 m(100 ft)to 90 m(300 ft).The Type V arrow should not be used on entrance ramps. Support: See Figures 3B-21(CA)and 3B-23(CA). Additional information on signing of ramp terminals is shown in Section 2E.50. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-19 (FHWA's MUTCD 2003 including Revisions l and 2,as amended for use in California) Turn Lane Arrows: Standard: One directional arrow,a minimum of 2.44 m(8 ft)in length,shall be placed in the center of each turning lane near the point of entrance. Option: High approach speeds may justify the use of a longer arrow.Two or more arrows may be placed in long turning lanes. Support: See Figures 3B-7(CA)and 3B-101(CA). Support: Refer to Section 2E.50 for Wrong-Way Traffic Control at Interchange Ramps. Option: Word and symbol markings may include,but are not limited to,the following.Other words or symbols may also be used under certain conditions. A. Regulatory: 1. STOP 2. RIGHT(LEFT)TURN ONLY 3. 40 km/h(25 MPH) 4. Arrow Symbols B.Warning: 1. STOP AHEAD 2. YIELD AHEAD 3. YIELD AHEAD Triangle Symbol 4. SCHOOL XING 5. SIGNAL AHEAD 6. PED XING 7. SCHOOL 8. RXR 9. BUMP 10. HUMP C. Guide: 1. US 40 2. STATE 135 3. ROUTE 40 Standard: Except at the ends of aisles in parking lots,the word STOP shall not be used on the pavement unless accompanied by a stop line(see Section 3B.16)and STOP sign(see Section 2B.04).At the ends of aisles in parking lots,the word STOP shall not be used on the pavement unless accompanied by a stop line. The word STOP shall not be placed on the pavement in advance of a stop line,unless every vehicle is required to stop at all times. The yield-ahead triangle symbol or YIELD AHEAD word pavement marking shall not be used unless a YIELD sign(see Section 2B.08)is in place at the intersection.The yield-ahead symbol marking shall be as shown in Figure 3B-25. Guidance: A STOP pavement marking should be placed on all but minor approaches to State highways not controlled by signals. Option: Pavement markings with appropriate figures may be used to supplement speed limit signs.See Section 2B.13. • Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-25 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Section 3B.25 Markings for Other Circular Intersections Support: Other circular intersections include but are not limited to rotaries,traffic circles,and residential traffic calming designs. Option: The markings shown in Figures 3B-27 and 3B-28 may be used at other circular intersections when engineering judgment indicates that their presence will benefit drivers or pedestrians. Section 3B.26 Speed Hump Markings Standard: If used,speed hump markings shall be a series of white markings placed on a speed hump to identify its location. Option: Speed humps,except those used for crosswalks,may be marked in accordance with Figure 3B-29. The markings shown in Figure 3B-30 may be used where the speed hump also functions as a crosswalk or speed table. Support: Per CVC 440,speed humps or bumps are not official traffic control devices. Section 3B.27 Advance Speed Hump Markings Standard: If used,advance speed hump markings shall be a special white marking placed in advance of speed humps or other engineered vertical roadway deflections such as dips. Option: Advance speed hump markings may be used in advance of an engineered vertical roadway deflection where added visibility is desired or where such deflection is not expected(see Figure 3B-31). Advance pavement wording such as BUMP or HUMP(see Section 3B.19)may be used on the approach to a speed hump either alone or in conjunction with advance speed hump markings.Appropriate advance warning signs may be used in conformance with Section 2C.24. Guidance: If used,advance speed hump markings should be installed in each approach lane. Section 3B.101(CA)Diagonal and Chevron Markings Guidance: Diagonal and chevron markings should be used,when in the opinion of an engineer, it is necessary to add emphasis or to discourage vehicular travel upon a paint formed roadway feature such as an unusually wide shoulder area,a pedestrian refuge island,or a traffic divisional or channelization island. Diagonal lines,when used,should be installed between an edge line and traffic island,or between pairs of double yellow lines. Chevron markings,when used,should be installed between channelizing lines for traffic flows in the same direction. Support: The applicable channelizing lines for chevron markings are shown in Figure 3A-110(CA),Details 36,36A and 36B and pairs of lines shown in Figure 3A-112(CA),Details 38 and 38A. The diagonal lines or chevron markings are normally 300 mm(12 in)wide. Standard: Diagonal lines and chevrons shall be the same color as the line or lines to which they connect and shall point at a 45-degree forward angle. Diagonal lines or chevrons,if used,shall be the same color as the edge line. Option: The spacing between these lines may vary from 0.3 m(1 ft)in a pedestrian crosswalk to 60 m(200 ft)for vehicular traffic. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-62 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Figure 38-20 (CA). Examples of Elongated Letters for Word Pavement Markings (Sheet I of 2) r „; _ Ilf-' -'..---.-. '-\ 100 mm — 100 mm 100 mm 100 mm (4in) (4in) (4 in) (4in) ny _ . ..___ D 1.(1 '♦yi 100 mm 200 mm 200 mm 200 mm i4 84 50 mm 100mm •�/ 100 mm 100 mm (2 in) (4 M) (4in) (4 m) ti _ _ ___ -"N -il y.@JllJ200mm J► 200 m V 2000 mm mm 100mm 100mm 100mm 100mm 0 in) (4 M) 14 in) (4in) n Ii D D _~ - V. Jill2r 2 100 mm 100 mm 100 mm 100 mm (4in) (4in) (4M) (4 In) NOT TO SCALE NOTES: 1. All letters and numerals should be in conformance with the standard alphabets for highway signs and pavement markings approved by Department of Transportation. 2. The design details for various words are also shown in Department of Transportation's Standard Plans. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-63 (FHWA's MUTCD 2003 including Revisions1 and 2,as amended for use in California) Figure 3B-20 (CA). Examples of Elongated Letters for Word Pavement Markings (Sheet 2 of 2) 111 %.. . 20:m J 20m NJ 20m MO� 100 mm 100mm 100mm 100mm (41n) (4 In) (4 in) (4 M) r17 200 n) mmm mm 100mm 100mm 100 mm (4 In} (4 in) (4 i) IUIR- - - _..1\11__ A .. ) E 117 3 _ ._. 217 __L 200m 1 100 mm 100 mm 100 mm (41n) (4 m) (4 in) F.a - .. _ 200 mm 200 mm .- `. f..200 mm (01n) 18 m) .. l 1111 100 mm 100 mm 100 mm (4 in) (41n) (4 in) NOT TO SCALE NOTES: 1. All letters and numerals should be in conformance with the standard alphabets for highway signs and pavement markings approved by Department of Transportation. 2. The design details for various words are also shown in Department of Transportation's Standard Plans. 3. Half-size"BIKE LANE"legends are shown on Figure 9C-6(CA). Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-65 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Figure 3B-21 (CA). Examples of Arrows for Pavement Markings(Sheet 1 of 2) 131; 1- 117:1 1 s um 1.4-213.(*I E 700 mm 11RG,id i - __ ._._ IF - .1 k-a.70m(t R) E .- E w ; TYPE I ARROW 700 wmn10end __-. __ ..___ t.. -_--._._. 1- ._.. -fI 1F-171mnro 1 TYPE IARROW V 1 - 700 000(I It)Odd 300mm11R&dl 14_O40mIR k- 13000 R TYPE 1 ARROW TYPE 11(L)ARROW (FOR TYPE I(R) ARROW, I' USE MIRROR IMAGE) 1 7.05 m ItO RI� �1.113aAR� f 3.35mIII ft 1+1-1.83mI$R}I1 300 mm(1 R)6rk_7I III_ ? ... -. r S0.30m(1M e.E s ,, E TYPE IV(L)ARROW 'ti t r ., (FOR TYPE IV(R)ARROW. USE MIRROR IMAGE) Ii,' NOT TO SCALE 700 mm 11R rrw _ f �1.71mi1R ISO 10.01110 1yw� I_ 0.70mnR 701 mmnR Wld� 1 0.30mutq TYPE II(Et)ARROW TYPE 10(L)ARROW TYPE III(B)ARROW OW(R) 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 January 21,2010 Part 3-Markings California MUTCD Page 3B-86 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Figure 3B-103(CA). Examples of Intersection Markings i o _ 1.83 m(6ft)Min. ° 46--1.83 m(6 ft)Min. IAA,,' `: E R1-1 0.30 m(1 ft) " ,.R1 1 0.30 m(1 ft) t l'(See Note 1) t a'� (See Note 1) ( F-a 4°} a £ , 3 4'1'.7 ` ° # k _. � 7,-,'' ?,- 1, 4d4r:';i4''.7...•,,,,f5:,:',A,,,,,VitiNegt,'''''''''''''----' - i 0.30m(1ft) R11 0.30m(tft) 4 � (See Note 1) .:,1 ii (See Note 1) 1.:;.#4:0W (See 1c4-- m __ STOP 1 nk iI ' R1-1 + fi, o E (bee Note 2) f ol 2 -LANE MULTI -LANE LEGEND —► Direction of Travel NOT TO SCALE NOTES: 1. The Limit Line is optional,refer to Section 38.16. The Limit Line on wide side roads on long radius corners may be bent at a 45'1 angle for traffic making a right turn. 2. When a Stop Ahead(W3-1)or STOP AHEAD(N sign is used,a STOP AHEAD pavement marking may be placed to supplement the sign according to Section 38.19. (This space left intentionally blank) Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings PROJECT LOCATION SURVEY DOCUMENTS " '6 •LE NA ROAD 5. 5. C. F ,Q. 13 5- // 37- TlES SET CHECKED • /D -Z7- DD BY:MT CbX•R.D.LOSN , • �- 1 . , a ; , I 1 1 I - I 1 I i I -_,---- FD _SCRFJ ON i i .1 , .I i 1. ', - --- - PER.5:13.C P,8 � -i i _I , I I 1- T, I r I _ 135 7N • I j , i , I I I r . _ ._ �- } i I 1 1 , , , ,S.EJNRIL 4 F LASH i A P-1/1777.- rro 1 I I 1 I I. I I 1 - 1 ._ - , I 1 I I i I I ii �.1I } � �') i ! 1 1 r � , , 1 }R1FL TD i • -AVEN U E , i i . . i i , 1 „I P E ( i S. 3.C.F [3. 135-7i/T . •I 1 • Hr; I 1 ! r G. !. i _ , , _ .i r - 1 -i- r I I, 1 I I ! i iL i ! i, , I I I ' FD IV AI L OIU I v __ T.0 . PER S,8__C F.f3 _ . _ 1 1 1 ' i : I 'SET LfT DlU T 1 1 /3 5�- 7Y T I ' ' i • t Q. mac 4 I } ..I ` . I_ i , I } 1 . . NOTES. ' -� .. . DENOTES IRhNS1TLI-NE HDLDS ()vex TIE D/STANJGE S.13.C.F. 13. DENOTES !S/aN /3ERNA RD//UO CITY FIELD L3DOK J : Page 2 of 2 NOTICE: Filing this Corner Record does not relieve you of filing a Record of Survey when it is required by the Lend Surveyors'Act. CORNER RECORD Document Number_24_6_0_24_______ City of SAN BERNARDINO O 1 4 County of SAN BERNARDINO,California Brief Legal Description 5E . /1 WP/S:I RISE '1 W. ` SAN B -RN RDINO MER DiiN (Include:Sec..Twp.. Rpe.,sc7crIVIcium or Rancho) CORNER TYPE COORDINATES (Optional) ❑ Government Corner ❑ Control N. 1 0 Meander ❑ Property E. 1 - - 0 Rancho 'Other Zone ❑ NAD27 ❑ NAD83 �� O'Date of Survey /D- 27- 4,0 NAD 83 Epoch 1 Elev. 1 Vert. Datum: ❑ NGVD29 ❑ NAVD88 Meas. Units: ❑ Metric ❑ Imperial Comer— 14eft as found ❑ Found and tagged ❑ Established ❑ Reestablished ❑ Rebuilt Identification and type of corner found:Evidence used to identify or procedure used to establish or reestablish the corner: SEE D TNER 57DE A description of the physical condition of the monument as found and as set or reset: _5 EE OTHER_ S/DE LAN0 SURVEYOR'S STATEMENT �2�� E Oq�� This Corner Record was prepared by me or under my direction in conformance with the cnexP s Land Surveyor's Act on l/EcE M : 6 R 4 ,20 DD O . .% /Z 3/-03 •� 1111�./ . . e. L.S. .- Number 5 Z 7 / �OF CAL`�Ok Signed _.`./i. i SEAL SURVEYOR'S STATEMENT This Corner Record was received DECO 6 2000 , • , and examined aitj C. C. r„.1oi�%It% and filed /�ZT ,20 0( a_K....is sssz st , (P1R�T Signed , Deputy County Surveyor , l N" AP R.C.E. Number 5` L- ?�OF cm.'o- County Surveyor's Comment A.P.N. —_-- Pere 1 of 2 • 4 J v I 7 \1 _ --- al , d M N\ N /\ \ i . J 1 v , � A a . (1- 4,1.... .„4. ‘,. i., . 1 V...._ d, 14.. . ' • ' . . ., • ,, ' • It• • 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. CONTRACT AGREEMENT AGREEMENT CITY OF SAN BERNARDINO THIS AGREEMENT is made and concluded this 144- day of Is Ate. , 20 tt , between the City of San Bernardino(owner and hereinafter"CITY"),and (hereinafter "CONTRACTOR"). �v,� �Pa-11,E. �.ls, 1 w � 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 RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE (SW 08-005) in strict conformity with Plans and Special Provisions No. 12283 B, and also in accordance with Standard Specifications for Public Works/Construction, 2009 Edition, on file in the Office of the City Engineer, Public Works Department, 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. The 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, RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE (SW 08-005) 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 present have hereunto set their hands the year and date first above written. CONTRACTOR CITY OF SAN BERNARDINO Name of Firm: L(,Irk Co iv! PA-ti rem 1,C, I',i t: BY 111 _ ,�_ ' ARLES E.MC N: LY, of Manager City of San Bernar•mo BY: u— TITLE: C-6-#0 ATTEST: MAILING ADDRESS: I 15 3, i L.�+ 5.41._Lc C-� RACHEL G. CLARK - /; e.4-- 9 26 '/ 7 City Clerk PHONE NO.:(7wv ) 7/6 - 6/ 96 APPROVED AS TO FORM: ATTEST: 1 { ,` /X------ s— 7/ ES F.PENMAN, City Attorney Secretary NOTE: Secretary of the Owner should attest. If Contractor is a corporation, Secretary should attest. awal gmwal PUBLIC WORKS DEPARTMENT ENGINEERING DOCUMENT TRANSMITTAL SHEET TO : CITY CLERK'S OFFICE FROM: MIRELA GRIGORESCU DATE : JUNE 2, 2011 FILE NOS: 1.7767B SUBJECT: "ORIGINAL" EXHIBIT "A" CONTRACT DOCUMENT PLANS AND SPECIAL PROVISIONS NO. 12283B INCLUDING PAYMENT &PERFORMANCE BONDS CONTRACT TITLE: PAVEMENT REHABILITATION RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE (SW 08-005) RESOLUTION/ ORDINANCE TITLE: RESOLUTION NO. 2011-107 ITEM No. 15 MCC MEETING DATE: 5-16-11 RECEIVED BY: SUBMIT l ED TO CITY CLERK: /19.6112. THE AMERICAN INSTITUTE OF ARCHITECTS .tv , Premium Amount Based on Final Contract Amount Bond No. CTR-3001020 Premium: 2,743.00 AIA Document A312 Performance Bond Any singular reference to Contractor,Surety,Owner or other party shall be considered plural where applicable. CONTRACTOR(Name and Address): ELITE COMPANIES US,INC 15321 LA SALLE LANE HUNTINGTON BEACH,CA 92647 SURETY(Name and Principal Place of Business): AEGIS SECURITY INSURANCE COMPANY 2407 PARK DRIVE HARRISBURG, PA 17105 OWNER(Name and Address): CITY OF SAN BERNARDINO 300 N. D STREET,4TH FLOOR SAN BERNARDINO,CA 92418 CONSTRUCTION CONTRACT Date: I I Amount: $ 109,705.65 Description (Name and Location): PAVEMENT REHABILITATION; RIALTO AVENUE, LENA ROAD TO TIPPECANOE AVENUE(SW 08-005) BOND Date(Not earlier than Construction Contract Date): May 31st,2011 Amount: $ 109,705.65 [X] None [,See Page 3 Modifications to this Bond: CONTRACTOR AS PRINCIPAL SURETY (Corpor a Seal) COMPANY: (Corporate Seal) ELITE COMPANIES US,INC AEGIS SECURI IN URANCE MPANY `-� — Signature: Signature,•r` �F ' dips and Title: Name and TM:. y` �f�nS Z —��=� YUNG T. MULL ,Att ey-i -Fact (Any additional signatures appear on page 3) FOR INFORMATION ONLY-Name,Address and Telephone OWNER'S r oR eSENT TIVE(Architect, AGENT OR BROKER: THE BOND EXCHANGE AND INSURANCE AGENCY 24800 CHRISANTA DRIVE SUITE 160 MISSION VIEJO,CA 92691 AIA DOCUMENT 4312 PERFORMANCE BOND DECEMBER 1984 ED.,AIA A 312-1984 1 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE.,N.W.,WASHINGTON D.C.20006 THIRD PRINTING-MARCH 1987 1. The Contractor and the Surety,jointly and severally, .1 After investigation, determine the amount for which it may bind themselves, their heirs, executors, administrators, be liable to the Owner and, as soon as practicable after successors, and assigns to the Owner for the performance the amount is determined,tender payment therefor to the of the Construction Contract,which is incorporated herein Owner; or by reference. .2 Deny liability in whole or in part and notify the Owner citing reasons therefor. 2. If the Contractor performs the Construction Contract, 5. If the Surety does not proceed as provided in Paragraph the Surety and the Contractor shall have no obligation 4 with reasonable promptness,the Surety shall be deemed under this Bond, except to participate in conferences as to be in default on this Bond fifteen days after receipt of an provided in Subparagraph 3.1. additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under 3. If there is no Owner Default,the Surety's obligation this Bond, and the Owner shall be entitled to enforce any under this Bond shall arise after: remedy available to the Owner. If the Surety proceeds as provided in Subparagraph 4.4, and the Owner refuses the 3.1 The Owner has notified the Contractor and the payment tendered or the Surety has denied liability, in Surety at its address described in Paragraph 10 below whole or in part,without further notice the Owner shall be that the Owner is considering declaring a Contractor entitled to enforce any remedy available to the Owner. Default and has requested and attempted to arrange a conference with the Contractor and the Surety to be held not later than fifteen days after receipt of such 6. After the Owner has terminated the Contractor's right notice to discuss methods of performing the Construc- to complete the Construction Contract, and if the Surety tion Contract. If the Owner,the Contractor and the elects to act under Subparagraph 4.1,4.2, or 4.3 above, Surety agree,the Contractor shall be allowed a reason- then the responsibilities of the Surety to the Owner shall able time to perform the Construction Contract, but not be greater than those of the Contractor under the such an agreement shall not waive the Owner's right, if Construction Contract, and the responsibilities of the any, subsequently to declare a Contractor Default; and Owner to the Surety shall not be greater than those of the Owner under the Construction Contract. To the limit of the 3.2 The Owner has declared a Contractor Default and amount of this Bond, but subject to commitment by the formally terminated the Contractor's right to complete Owner of the Balance of.the Contract Price to mitigation of the contract. Such Contractor Default shall not be de- costs and damages on the Construction Contract,the Sure- dared earlier than twenty days after the Contractor and ty is obligated without duplication for: the Surety have received notice as provided in Sub- paragraph 3.1; and 6.1 The responsibilities of the Contractor for correc- tion of defective work and completion of the Construc- 3.3 The Owner has agreed to pay the Balance of the tion Contract; Contract Price to the Surety in accordance with the terms of the Construction Contract or to a contractor 6.2 Additional legal,design professional and delay selected to perform the Construction Contract in accor- costs resulting from the Contractor's Default, and re- dance with the terms of the contract with the Owner. suiting from the actions or failure to act of the Surety under Paragraph 4; and 4. When the Owner has satisfied the conditions of Para- graph 3,the Surety shall promptly and at the Surety's ex- 6.3 Liquidated damages, or if no liquidated damages pense take one of the following actions: are specified in the Construction Contract, actual dam- ages caused by delayed performance or non-perfor- 4.1 Arrange for the Contractor,with consent of the mance of the Contractor. Owner,to perform and complete the Construction Contract; or 7. The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Con- 4.2 Undertake to perform and complete the Construc- struction Contract, and the Balance of the Contract Price tion Contract itself,through its agents or through inde- shall not be reduced or set off on account of any such pendent,contractors; or unrelated obligations. No right of action shall accrue on this Bond to any person br entity other than the Owner or 4.3 Obtain bids or negotiated proposals from its heirs,executors, administrators, or successors. qualified contractors acceptable to the Owner for a contract for performance and completion of the Con- 8. The Surety hereby waives notice of any change, includ- struction Contract, arrange for a contract to be pre- ing changes of time,to the Construction Contract or to pared for execution by the Owner and the contractor related subcontracts, purchase orders and other oblige- selected with the Owner's concurrence,to be secured tions. with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the 9. Any proceeding, legal or equitable, under this Bond Construction Contract,and pay to the Owner the may be instituted in any court of competent jurisdiction in amount of damages as described in Paragraph 6 in ex- the location in which the work or part of the work is located cess of the Balance of the Contract Price incurred by the and shall be instituted within two years after Contractor Owner resulting from the Contractor's default; or Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails 4.4 Waive its rights to perform and complete, arrange to perform its obligations under this Bond,whichever oc- for completion, or obtain a new contractor and with reasonable curs first. If the provisions of this Paragraph are void or promptness under the circumstances: prohibited by law,the minimum period of limitation available AIA DOCUMENT A312 PERFORMANCE BOND DECEMBER 1984 ED.,AIA® A 312-1984 2 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE.,N.W.,WASHINGTON D.C.20006 THIRD PRINTING-MARCH 1987 able fo sureties as a defense in the jurisdiction of the suit tractor of any amounts received or to be received by shall be applicable. the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled, re- 10. Notice to the Surety,the Owner or the Contractor shall duced by all valid and proper payments made to or on be mailed or delivered to the address shown on the sig- behalf of the Contractor under the Construction Con- nature page. tract. 11. When this Bond has been furnished to comply with a 12.2 Construction Contract: The agreement between statutory or other legal requirement in the location where the Owner and the Contractor identified on the sig- the construction was to be performed, any provision in this nature page, including all Contract Documents and Bond conflicting with said statutory or legal requirement changes thereto. shall be deemed deleted herefrom and provisions con- forming to such statutory or other legal requirement shall 12.3 Contractor Default: Failure of the Contractor, be deemed incorporated herein. The intent is that this which has neither been remedied nor waived,to per- Bond shall be construed as a statutory bond and not as a form or otherwise to comply with the terms of the common law bond. Construction Contract. 12 DEFINITIONS 12.4 Owner Default: Failure of the Owner,which has neither been remedied nor waived,to pay the Con- 12.1 Balance of the Contract Price: The total amount tractor as required by the Construction Contract or to payable by the Owner to the Contractor under the perform and complete or comply with the other terms Construction Contract after all proper adjustments thereof. have been made, including allowance to the Con- MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: (Space is provided below for additional signatures of added parties, other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company:ELITE COMPANIES US.INC Company:AEGIS SECURITY INSURANCE COMPANY (Corporate Seal) (Corporate Seal) Signature: Signature: Name and Title: Name and Title: YUNG T. MULLICK Address: Address: 2407 PARK DRIVE HARRISBURG,PA 17105 AIA DOCUMENT A312 PERFORMANE BOND DECEMBER 1984 3D.,AIA 0 A312-1984 3 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE.,N.W.,WASHINGTON,D.C. 20006 THIRD PRINTING-MARCH 1987 ACKNOWLEDGMENT State of California County of Orange ) On May 31,2011 before me, Christine T. Hoang,Notary Public (insert name and title of the officer) personally appeared Yung T. Mullick who proved to me on the basis of satisfactory evidence to be the person()whose name(z) is/ ; subscribed to the within instrument and acknowledged to me that hebitata executed the same in hisiberignair authorized capacity(*, and that by hisibinktimix signature(s)on the instrument the person(s), or the entity upon behalf of which the person()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. _ 0,?!'",,,. CHRISTINE T.HOANG N y; COMM.#1827909 NOTARY PUBLJCrCAt.IFORNW WITNESS my hand and official seal. ^ ' *My COUNTY R" - My Comm.Cort lames 23,2012 ra\j\/ Signature (Seal) ACKNOWLEDGMENT State of California County of Orange On May 31,2011 before me, Jennifer C. Giboney,Notary Public (insert name and title of the officer) personally appeared Joe Hernandez who proved to me on the basis of satisfactory evidence to be the person(x)whose name(s) is/a; subscribed to the within instrument and acknowledged to me that hehtt executed the same in hiseir authorized capacity(1 , and that by his/wit signature(s)on the instrument the person(), 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. �•R?',', r JENNIFER C.(MONEY N F. ►"1 , COMM.#1797064 X WITNESS my hand and offici. seal. "''=m NOTARY PU8u C.CIWFORNLA X � >� ORANGE COUNTY N My Conan.Eches MAY 2,2411 Signature / (Seal) • BOND NUMBER CTR-3001020 AEGIS SECURITY INSURANCE COMPANY POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS,THAT AEGIS SECURITY INSURANCE COMPANY does hereby make,constitute and appoint: Yung T. Mullick its true and lawful Attorney-in-Fact,to make,execute and deliver on its behalf surety bonds,undertaking and other instruments of similar nature as follows: $2.5 Million This Power of Attorney is granted and sealed under and by the authority of the following Resolution adopted by the Board of Directors of the Company on the 4th day of February 1993. "Resolved,That the President,any Vice President,the Secretary and any Assistant Secretary appointed for that purpose by the officer in charge of surety operations shall each have authority to appoint individuals as Attorney-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 an 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 facsimile thereof may by imposed or fixed or in any other manner reproduced;provided,however,that the seal shall not be necessary to the validity of any such instrument or undertaking." "Resolved,That the signature of each of the following officers;President,Vice President,any Assistant Vice President,any Secretary or Assistant Secretary and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any Certificate relating thereto, appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for the purpose only of executing and attesting bonds and undertaking and other writings upon the Company and any such power required and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or undertaking to which it is attached.@ IN WITNESS WHEREOF,AEGIS SECURITY INSURANCE COMPANY has caused its official seal to be hereunto affixed,and these presents to be signed by its President this 30th day of January,2008. AEGIS SECURITY INSURANCE COMPANY BY: tNS tlq'yt+ DARLEEN J.FRITZ co/wrist, a President * Commonwealth of Pennsylvania ) /0 4 4 } s.s.:Harrisburg �y * 1+ ' County of Dauphin } On this 30th day of January,2008,before me personally came Darleen J.Fritz to me known,who being by me duly sworn,did depose and say that she is President of AEGIS SECURITY INSURANCE COMPANY,the corporation described herein and which executed the above instrument;that she knows the seal of the said corporation,that the seal affixed to the said instrument is such corporate seal;that it was so affixed by order of the Board of Directors of said corporation and that she signed her name thereto by like order. 34,6t40. 1QPILL X g Cf .a1 REBECCA LIDDICK y *4 3 , * Notary Public 'IHY P My Commission Expires July 25,2013 I,the undersigned,Assistant Secretary of AEGIS SECURITY INSURANCE COMPANY,a Pennsylvania corporation,DO HEREBY CERTIFY that the foregoing and attached Power of Attorney remains in full force and has not been revoked:and furthermore that the Resolution of the Board of Directors,set forth in the said Power of Attorney,is now in force. Signed and sealed at the City of Harrisburg,in the Commonwealth of Pennsylvania,dated this 31st day of May 2011 %�liT f Ave an,cRAtEs fi DEBORAH A.GOOD a- ?7 Secretary S'iA `sPossaD THE AMERICAN INSTITUTE OF ARCHITECTS Premium Included in the performance bond cost. Bond No. CTR-3001020 AIA Document A311 Labor and Material Payment Bond THIS BOND IS ISSUED SIMULTANEOUSLY WITH PERFORMANCE BOND IN FAVOR OF THE OWNER CONDITIONED ON THE FULL AND FAITHFUL PERFORMANCE OF THE CONTRACT KNOW ALL MEN BY THESE PRESENTS: that (Here insert full name and address or legal title of Contractor) ELITE COMPANIES US, INC 15321 LA SALLE LANE HUNTINGTON BEACH, CA 92647 as Principal, hereinafter called Contractor, and, (Here insert full name and address or legal title of Surety) AEGIS SECURITY INSURANCE COMPANY 2407 PARK DRIVE HARRISBURG, PA 17105 as Surety, hereinafter called Surety, are held and firmly bound unto (Here insert full name and address or legal title of Owner) CITY OF SAN BERNARDINO 300 N. D STREET,4TH FLOOR SAN BERNARDINO,CA 92418 as Obligee, hereinafter called Owner,for the use and benefit of claimants as hereinbelow defined, in the amount of ONE HUNDRED NINE THOUSAND SEVEN HUNDRED FIVE AND 65/100 (Here insert a sum equal to at least one-half of the contract price) Dollars ($ 109,705.65 ), for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS, Principal has by written agreement dated: day of , ,entered into a contract with Owner for (Here insert full name,address and description of project) PAVEMENT REHABILITATION; RIALTO AVENUE, LENA ROAD TO TIPPECANOE AVENUE (SW 08-005) in accordance with Drawings and Specifications prepared by (Here insert full name and address or legal title of Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AIA DOCUMENT A311 LABOR AND MATERIAL PAYMENT BOND AIA FEBRUARY 1970 ED. THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y.AVE.,N.W.,WASHINGTON,D.C.20006 Labor and Material Payment Bond NOW,THEREFORE,THE CONDITION OF THIS OBLIGATION is such that, if Principal shall promptly make payment to all claimants as hereinafter defined,for all labor and material used or reasonably required for use in the performance of the Contract,then this obligation shall be void;otherwise it shall remain in full force and effect, subject, however,to the following conditions: 1. A claimant is defined as one having a direct con-tract with the Principal or with a Subcontractor of the Principal for labor, material, or both, used or reasonably required for use in the performance of the Contract, labor and material being construed to include that part of water, gas, power, light, heat, oil,gasoline,telephone service or rental of equipment directly applicable to the Contract. 2. The above named Principal and Surety hereby jointly and severally agree with the Owner that every claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) days after the date on which the last of such claimants work or labor was done or performed, or materials were furnished by such claimant, may sue on this bond for the use of such claimant, prosecute the suit to final judgment for such sum or sums as may be justly due claimant, and have execution thereon. The Owner shall not be liable for the payment of any costs or expenses of any such suit. 3. No suit or action shall be commenced hereunder by any claimant: a) Unless claimant, other than one having a direct contract with the Principal, shall have given written notice to any two of the following: the Principal,the Owner, or the Surety above named,within ninety(90) days after such claimant did or performed the last of the work or labor, or furnished the last of the materials for which said claim is made, stating with substantialaccuracy the amount claimed and the name of the party to whom the materials were furnished, or for whom the work or labor was done or performed. Such notice shall be served by mailing the same by registered mail or certified mail, postage prepaid, in an envelope ad-dressed to the Principal, Owner or Surety, at any place where an office is regularly maintained for the trans-action of business, or served in any manner in which legal process may be served in the state in which the aforesaid project is located, save that such service need not be made by a public officer. b) After the expiration of one (1) year following the date on which Principal ceased Work on said Contract, it being understood, however, that if any limitation em-bodied in this bond is prohibited by any law controlling the construction hereof such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law. c) Other than in a state court of competent jurisdiction in and for the county or other political subdivision of the state in which the Project, or any part thereof, is situated, or in the United States District Court for the district in which the Project, or any part thereof, is situated, and not elsewhere. 4. The amount of this bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder, inclusive of the payment by Surety of mechanics liens which may be filed of record against said improvement, whether or not claim for the amount of such lien be presented under and against this bond. SPECIAL PROVISION: Signed and sealed this 31st day of May 2011 CONTRACTOR AS PRINCIPAL SURETY COMPANY: (Corporate Seal) COMPANY: (Corp. :4e Seal) ELITE COMPANIES US, C AEGIS SECU' Y INSU' NCE ' 1 MPANY Signature: Signature: Name and Titl . - Name and Title: zniA-�.)-EL CCU YUNG T. MULLICK Attorney-in-Fact AIA DOOCUMENT A311 LABOR AND MATERIAL PAYMENT BOND AIA FEBRUARY 1970 ED. THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y.AVE.,N.W.,WASHI TON,D.C.20006 ACKNOWLEDGMENT State of California County of Orange ) On May 31, 2011 before me, Christine T. Hoang,Notary Public (insert name and title of the officer) personally appeared Yung T. Mullick who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/fix subscribed to the within instrument and acknowledged to me that heikiatithity executed the same in hisibecidavk authorized capacity(ker), and that by hisHkx/xlx signature($)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. ,s%,°''P44, CHRISTINE T.HOANG N ,SIP-11. COMM.#1827909 X. WITNESS my ha nd official seal. . I r, ;J NOTARY PUBUGCAIIFORNIA ' '4 " ORANGE COUNTY v My Cantu.6pfes DEC 23,2012 Signature (Seal) ACKNOWLEDGMENT State of California County of Orange On May 31, 2011 before me, Jennifer C. Giboney,Notary Public (insert name and title of the officer) personally appeared Joe Hernandez who proved to me on the basis of satisfactory evidence to be the person()whose name() is/j; subscribed to the within instrument and acknowledged to me that he%lbtalmt executed the same in hisk er alir authorized capacity(iesK), and that by his/imexdlm signature(&)on the instrument the person(s), or the entity upon behalf of which the person(z)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. WITNESS my hand and o • i:l s- 0" , t41 JENNIFER C.GIBONEY MOM, COMM. 1797004 Signature (Seal) UB11CAUc '` ; f ORAN COUNTY N MyC mm,ExpiresMAY2,2012 BOND NUMBER CTR-3001020 AEGIS SECURITY INSURANCE COMPANY POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS,THAT AEGIS SECURITY INSURANCE COMPANY does hereby make,constitute and appoint: Yung T. Mullick its true and lawful Attorney-in-Fact,to make,execute and deliver on its behalf surety bonds,undertaking and other instruments of similar nature as follows: $2.5 Million This Power of Attorney is granted and sealed under and by the authority of the following Resolution adopted by the Board of Directors of the Company on the 4th day of Febn.ary 1993. "Resolved,That the President,any Vice President,the Secretary and any Assistant Secretary appointed for that purpose by the officer in charge of surety operations shall each have authority to appoint individuals as Attorney-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 an 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 facsimile thereof may by imposed or fixed or irk any other manner reproduced;provided,however,that the seal shall not be necessary to the validity of any such instrument or undertaking." "Resolved,That the signature of each of the following officers;President,Vice President,any Assistant Vice President,any Secretary or Assistant Secretary and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any Certificate relating thereto, appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for the purpose only of executing and attesting bonds and undertaking and other writings upon the Company and any such power required and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or undertaking to which it is attached.@ IN WITNESS WHEREOF,AEGIS SECURITY INSURANCE COMPANY has caused its official seal to be hereunto affixed,and these presents to be signed by its President this 30th day of January,2008. AEGIS SECURITY INSURANCE COMPANY BY: I ��y 14SII,9 DARLEEN J.FRITZ ti 1977 President h Commonwealth of Pennsylvania } }s.s.:Harrisburg tth County of Dauphin } On this 30th day of January,2008,before me personally came Darleen J.Fritz to me known,who being by me duly sworn,did depose and say that she is President of AEGIS SECURITY INSURANCE COMPANY,the corporation described herein and which executed the above instrument;that she knows the seal of the said corporation,that the seal affixed to the said instrument is such corporate seal;that it was so affixed by order of the Board of Directors of said corporation and that she signed her name thereto by like order. k 1>: at REBECCA LIDDICK : * * Notary Public My Commission Expires July 25,2013 R P I,the undersigned,Assistant Secretary of AEGIS SECURITY INSURANCE COMPANY,a Pennsylvania corporation,DO HEREBY CERTIFY that the foregoing and attached Power of Attorney remains in full force and has not been revoked:and furthermore that the Resolution of the Board of Directors,set forth in the said Power of Attorney,is now in force. Signed and sealed at the City of Harrisburg,in the Commonwealth of Pennsylvania,dated this 31 St day of May 2011 piSu Afriple ' ever rte,, DEBORAH A.GOOD 1377 c Secretary d; n�"'"* 0 AY * *j.