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2013-057
(BOUND AGREEMENT) 1 RESOLUTION NO. 2013-57 2 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT TO KAD PAVING COMPANY 3 FOR PAVEMENT REHABILITATION ON TWO CITY STREETS: IRVINGTON 4 AVENUE, FROM OLIVE AVENUE TO PINE AVENUE, PLAN NO. 12800 (SS11-014); AND BELMONT AVENUE, FROM PALM AVENUE TO OLIVE AVENUE, PLAN NO. 5 12804 (SS11-013). 6 BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS: 7 SECTION 1. KAD Paving Company, 32147 Dunlap Blvd., Suite K, Yucaipa, CA 8 92399 is the lowest responsible bidder for Pavement Rehabilitation on Two City Streets 9 (Irvington Avenue, from Olive Avenue to Pine Avenue, Plan No. 12800 (SS 11-014); and 10 Belmont Avenue, from Palm Avenue to Olive Avenue, Plan No. 12804 (SS 11-013)). A 11 contract is awarded accordingly to said bidder in a total amount of $272,323.50, with a contingency amount of $27,232.35, but such contract shall be effective only upon being fully 12 executed by both parties. All other bids, therefore, are hereby rejected. The City Manager is 13 hereby authorized and directed to execute said contract on behalf of the City. A copy of the 14 contract is on file in the office of the City Clerk and incorporated herein by reference as though 15 fully set forth at length. 16 SECTION 2. This contract and any amendment or modifications thereto shall not take effect or become operative until fully signed and executed by the parties and no party shall be 17 obligated hereunder until the time of such full execution. No oral agreements, amendments, 18 modifications or waivers are intended or authorized and shall not be implied from any act or 19 course of conduct of any party. 20 SECTION 3. The authorization to execute this contract is rescinded if the parties to the contract fail to execute it within sixty (60) days of passage of this Resolution. 21 22 /// 23 /// 24 /// 25 1 2013-57 1 RESOLUTION . . . AWARDING A CONTRACT TO KAD PAVING COMPANY FOR PAVEMENT REHABILITATION ON TWO CITY STREETS: IRVINGTON 2 AVENUE, FROM OLIVE AVENUE TO PINE AVENUE, PLAN NO. 12800 (SS11-014); AND BELMONT AVENUE, FROM PALM AVENUE TO OLIVE AVENUE, PLAN NO. 3 12804 (SS11-013). 4 I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor and 5 joint re Common Council of the City of San Bernardino at a gu Eeting thereof, held on the 6 18th day of March , 2013, by the following vote, to wit: 7 Council Members: AYES NAYS ABSTAIN ABSENT 8 MARQUEZ X 9 JENKINS x 10 11 VALDIVIA ___ 12 SHORETT x 13 KELLEY _X_ 14 JOHNSON X 15 MC CAMMACK x 16 17 Ge geann Hann ;City Clerk 18 The foregoing resolution is hereby approved this at day of March , 2013. 19 20 ` • 'atri b J. Morn , ayor 21 CA y of San Bernardino 22 Approved as to Form: JAMES F. PENMAN, 23 City Attorney 24 By: - 25 2 COUNCIL MEETING - 03/18/2013 RESOLUTION 2013-57 ACCT NOs.258-160-5504-7906-0025 ITEM #9N 258-160-5504-7907-0025 CITY OF SAN BERNARDINO STATE OF CALIFORNIA • BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS FOR • PAVEMENT REHABILITATION ON TWO CITY STREETS IRVINGTON AVENUE,FROM OLIVE AVENUE TO PINE AVENUE PLAN NO. 12800 (SS 11-014); and BELMONT AVENUE,FROM PALM AVENUE TO OLIVE AVENUE .d PLAN NO. 12804 (SS 11-013) . ° ,03-/F4, tip 6\ 0N0.54931 '°` * Exp. 130./ 0:0 CIVIL ec,4'i DEPARTMENT OF PUBLIC WORKS CITY OF SAN BERNARDINO January,2013 BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. on February 5, 2013 4-/G9-1,61/7 k4 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 NOS. 12800& 12804 - SHEETS 1 - 5 PAVEMENT REHABILITATION ON TWO CITY STREETS: IRVINGTON AVENUE,FROM OLIVE AVENUE TO PINE AVENUE,PLAN NO. 12800(SS 11-014); and BELMONT AVENUE,FROM PALM AVENUE TO OLIVE AVENUE,PLAN NO. 12804(SS 11-013) Contents for Bid and Contract Documents CITY OF SAN BERNARDINO TABLE OF CONTENTS PART I ADMINISTRATION, NOTICE INVITING SEALED BIDS BID DOCUMENTS BID FORM B-1 BID SCHEDULE No. 1 B-2 BID SCHEDULE No.2 B-4 SUMMARY OF BID SCHEDULES B-5 BIDDER'S INFORMATION AND SIGNATURE C-1 ACKNOWLEDGEMENT OF ADDENDUMS C-2 SPECIAL NOTICE C-3 DESIGNATION OF SUBCONTRACTORS C-4 BIDDER SELF PERFORMANCE VERIFICATION FORM C-5 WORKERS' COMPENSATION INSURANCE CERTIFICATION C-6 NON-COLLUSION AFFIDAVIT C-7 FORM OF BID BOND C-8 MBE/WBE INFORMATION - GOOD FAITH EFFORTS C-9 REFERENCES FOR WORK C-12 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-16 SECTION 6 - GENERAL SP-23 SECTION 7 - UTILTI'IES SP-34 SECTION 8 - DESCRIPTION OF WORK SP-38 SECTION 9 - TRAFFIC CONTROL SP-42 SECTION 10 - MOBILIZATION SP-48 SECTION 11 - CLEARING AND GRUBBING SP-51 SECTION 12 - UNCLASSIFIED EXCAVATION SP-53 SECTION 13 -UNCLASSIFIED FILL SP-56 SECTION 14-A- ASPHALT CONCRETE SP-58 SECTION 14-B- MICRO-GRIND EXISTING ASPHALT AND CONCRETE SURFACES SP-64 SECTION 15 - UNTREATED BASE(PATCHING AND FLATWORK) SP-66 SECTION 16 - PORTLAND CEMENT CONCRETE SP-67 SECTION 17 COLD MILLING SP-72 SECTION 18 - THROUGH SECTION 19 BLANK SP-74 SECTION 20 - THERMOPLASTIC TRAFFIC STRIPING, PAVEMENT MARKING AND RAISED PAVEMENT MARKERS,REFLECTORIZED SP-75 SECTION 21 - THROUGH SECTION 22 BLANK SP-76 SECTION 23 - ROADSIDE SIGNS AND POSTS SP-77 SECTION 24 - BLANK SP-78 SECTION 25 - ADJUSTMENT OF WATER FACILTIIES SP-79 SECTION 26 - THROUGH 38 BLANK SP-82 SECTION 39 - HYDROSEED AREAS ALONG IRVINGTON WIDENING SP-83 SECTION 40 - THROUGH 45 BLANK SP-86 SECTION 46 - ADJUST UTILITY FRAME AND COVER TO GRADE SP-87 SECTION 47 - THROUGH SECTION 49 BLANK SP-88 SECTION 50 - REMOVAL&RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT SP-89 SECTION 51 - CONSTRUCTION INFORMATION SIGN SP-91 SECTION 52 THROUGH SECTION 62 BLANK SP-93 APPENDIX CONSTRUCTION INFORMATION SIGN MOCKUP CITY STANDARD PLANS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLANS CALTRANS STANDARD PLANS STATE OF CALIFORNIA, DEPARTMENT OF INDUSTRIAL RELATIONS APPRENTICESHIP PROGRAM FOR PUBLIC WORKS CONSTRUCTION CALIFORNIA MUTCD STANDARDS PROJECT LOCATION SURVEY DOCUMENTS CONTRACT AGREEMENT PART I ADMINISTRATION Engineer's Estimate(Range Only): $300,000 to$450,000 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 ON TWO CITY STREETS IRVINGTON AVENUE, FROM OLIVE AVENUE TO PINE AVENUE PLAN NO. 12800 (SS 11-014);and BELMONT AVENUE,FROM PALM AVENUE TO OLIVE AVENUE PLAN NO. 12804 (SS 11-013) in accordance with Special Provision Nos. 12800 & 12804, in file in the Office of the City Engineer, Department of Public Works, Third Floor, San Bernardino City Hall. Electronic copies of the above documents are available to be downloaded (copied), at no cost, from the CITY's website at: www.ci.san-bernardino.ca.us/services/request_for bids/public works/default.asp. Conversely, the Project documents are also available on CD, at no cost, if picked up in person. Upon request, a CD of the Plans and Special Provisions may be mailed for an additional fee of $5.00. It is the responsibility of firms wishing to bid on this Project to provide a firm name, physical address, contact person, phone number, fax number and email address for inclusion on the CITY's List of Plan Holders. The above listed information and confirmation of receipt of any issued addendum to the City Engineer's Office shall be submitted to the CITY a minimum of one (1) business day prior to the scheduled day of the Bid Opening. Only those firms 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, February 5, 2013, 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 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 its own forces, Contract work amounting to at least 50 % of the Contract price. A bidder's Self Performance Verification Form is required herein, and is provided in the Bid Documents in Part I of these Special Provisions. 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. Any bid not accompanied by a bid guaranty in the form of cash, check, or bond will be rejected as invalid. 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 , January 29, 2013 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.doLca.gov/hq/beplindex. 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 ON TWO CITY STREETS: IRVINGTON AVENUE,FROM OLIVE AVENUE TO PINE AVENUE,PLAN NO. 12800(SS 11-014); and BELMONT AVENUE,FROM PALM AVENUE TO OLIVE AVENUE,PLAN NO. 12804(SS 11-013) Attention: Ted Rigoni Tel: (909) 384-5198; Fax: (909) 384-5190 E-mail: Rigoni to @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 City Clerk NOTICE TO ADVERTISE: SPECIFICATION NOS. 12800& 12804 SHALL APPEAR IN FIRST ISSUE NOT LATER THAN DATE 1/11/13 & 1/18/13 (FIVE WORKING 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 Plans and read the accompanying instructions to bidders and hereby proposes to furnish any and all required labor, materials,transportation and service for the PAVEMENT REHABILITATION ON TWO CITY STREETS IRVINGTON AVENUE,FROM OLIVE AVENUE TO PINE AVENUE PLAN NO. 12800 (SS 11-014); and BELMONT AVENUE, FROM PALM AVENUE TO OLIVE AVENUE PLAN NO. 12804 (SS 11-013) in strict conformity with Plans and Special Provisions Nos. 12800 & 12804, of the Department of Public Works, City of San Bernardino and also in accordance with Standard Specifications for Public Works Construction, 2009 Edition, and other Standards as noted herein. 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 PAVEMENT REHABILITATION OF TWO CITY STREETS BID SCHEDULE No. 1 Irvington Avenue, Olive Avenue to Pine Avenue(C1P No. SS 11-014) Plans and Special Provisions No. 12800 Item Description Unit Quantity Unit Price($) Item Total($) 1 Mobilization LS 1 Cl S g) Q15 80 2. Traffic Control LS I 3 z_oo 32-0 0 3 Clearing and Grubbing LS 1 I l 'g'`60 ( 8-E-0 Construct PCC Curb Ramp,including removal of 8 a EA 7 4• existing,per Caltrans Std.Plan A88A f a-) S .1-T9--- --g) Modify Existing PCC Curb Ramp,including 5 grinding existing PCC curb where noted,per EA 12 Caltrans Std.Plan A88A Id- 7-5 ( S 30 0 Construct PCC Cross Gutter with Spandrels, 6. including removal of existing,per City Standard EA 1 Plan No.201 -7 DP) -7E 9 o Construct Portion of PCC Cross Gutter with 7 Spandrels,including removal of existing,per City EA 1 Standard Plan No.201 Y D •j F(a) Construct PCC Sidewalk,including removal of SF 270 8• existing,per City Standard Plan No.202 3 So ( p au, Construct PCC Curb and Gutter,Type B,per City of LF 248 5'r) c� 9. San Bernardino Standard Plan No.200 ei 10. Construct PCC Residential Driveway per Modified SF 750 �, , 3/ 1Z . S�D SPPWC Standard Plan No. 113-2 11. Construct Variable Height PCC curb per SPPWC LF 124 Standard Plan No. 120-2,Type Al-6 I y• 7 5 1 $ Q 12. Unclassified Excavation,Roadway Widening Cy 290 ? .513 "a(,,S Cold Mill Wedge Cut, 1.5"Max Depth,Width per LF 3,860 13. Plan r 90 3c17L/ 14. Cold Mill Header Cut,Depth and Width per Plan SF 1,150 0 Sp S 7 S Pavement Repair,including removal and 15. replacement of minimum 2'/2"Asphalt Concrete SF 5,000 a 7 j 3 5 o o Pavement Repair,including removal and SF 1,050 16. replacement of minimum 4"Asphalt Concrete D- q0 3 0 Li.s Construct minimum of 2 '/2"AC Pavement, TN 85 17. Roadway Widening j g� � 18. Construct Asphalt Concrete Pavement Overlay, 1.5" TN 760 ("1 .75 S3 i Cr t B-2 PAVEMENT REHABILITATION OF TWO CITY STREETS BID SCHEDULE No. 1,Cont. Irvington Avenue, Olive Avenue to Pine Avenue(CIP No. SS 11-014) Plans and Special Provisions No. 12800 Construct Variable Thickness Asphalt Concrete 1 N 45 19. Pavement Overlay,minimum 1.5" 10 C> c t s©O Construct AC Dike,Type D1-8,per SPPWC 20. Standard Plan No. 120-1 LF 480 CO `Z SY 21. Adjust Existing Utility Frame and Cover to Grade EA 12 3 c-f Y 4- 22 Adjust Existing Water Valve Cover to Grade EA 25 0 / 5(7 23.(D) Untreated Base(Patching&Flatwork) TN S0 " 2 /(100 Micro-grind Existing PCC Sidewalk,Gutter or AC 24.(S) Pavement SF 50 / (2 0 Thermoplastic Traffic Striping,and Raised 25.(S) Pavement Markers,Reflectorized,per Caltrans Std. LS 1 Plans A20A,A20B,A24C,A24D&A24E ` 3 a -73.2 Hydroseed Areas Along Irvington Avenue 26.(S) Widening LS 1 Q( / D o d NPDES Requirements,including SWPPP,per 27.(S) Section 6-1.03 of these Special Provisions LS 1 28.(S) Construction Information Sign EA 2 900 / a o Total Bid Schedule No. 1 Bid $ t / 4, 4, Mb b� • .. S� Ifig,. - B-3 PAVEMENT REHABILITATION OF TWO CITY STREETS BID SCHEDULE No. 2 Belmont Avenue,Palm Avenue to Olive Avenue (CIP No. SS 11-013) Plans and Special Provisions No. 12804 Item Description Unit Quantity Unit Price($) Item Total($) 1. Mobilization LS 1 3 F S- 3 g S C 2. Traffic Control LS 1 / i 7 00 / 1 7 0 C1 Construct PCC Curb Ramp,including removal of 3• existing,per Caltrans Std.Plan A88A EA 5 C g,� goo Modify Existing PCC Curb Ramp,including t 4 grinding existing PCC curb where noted,per EA 4 Caltrans Std.Plan A88A 1/30 (152-0 Construct PCC Curb and Gutter,including removal 5- of existing,per City Standard Plan No.200,Type B LF 10 s 2 52_0 Construct PCC Sidewalk,including removal of 6- existing,per City Standard Plan No.202 SF 144 (©. S-0 9-3 to Construct Modified PCC ADA Bypass per City 7. Standard Plan No.203 SF 40 7--2 V" 0 Cold Mill Wedge Cut, 1.5"Max Depth,Width per 8. Plan LF 2,800 u-7 S Z (00 g Cold Mill Header Cut,Depth and Width per Plan SF 570 f S '>o Pavement Repair,including removal and 10. replacement of minimum 2 ''/z"Asphalt Concrete SF 2,500 D —7 0 Pavement Repair,including removal and 11. replacement of minimum 4"Asphalt Concrete SF 630 G S 3• r / 3 12. Construct Asphalt Concrete Pavement Overlay, 1.5" TN 480 LA.. S o 33 3 (oa 13. Adjust Existing Utility Frame and Cover to Grade EA 4 -3Sv i c.( 00 14. Adjust Existing Water Valve Cover to Grade EA 13 S d Co SO 15.(D) Untreated Base(Patching&Flatwork) TN 20 30 — (d cl CO Thermoplastic Traffic Striping,and Raised 16.(S) Pavement Markers,Reflectorized,per Caltrans Std. LS 1 Plans A20A,A20B,A24C,A24D&A24E --73 y --73 NPDES Requirements,including SWPPP,per 17.(S) Section 6-1.03 of these Special Provisions LS 1 D d se) 18.(S) Construction Information Sign EA 1 g OQ 9`0 0 Total Bid Schedule No.2 Bid $ e . 7 ,, e'dD B-4 1) 3 n S Q 7 • o� SUMMARY OF BID SCHEDULES PLANS AND SPECIAL PROVISIONS NOS. 12800 & 12804; PAVEMENT REHABILITATION ON TWO CITY STREETS IRVINGTON AVENUE,FROM OLIVE AVENUE TO PINE AVENUE PLAN NO. 12800 (SS 11-014); and BELMONT AVENUE,FROM PALM AVENUE TO OLIVE AVENUE PLAN NO. 12804(SS 11-013) BIDDER: C 1 CM . 0'cPCtW (Contractor Name) TOTAL BID SCHEDULE No. 1: $ 12 80(0. S° (FIGURES) D TOTAL BID SCHEDULE No.2: $ ,q,3 Sr? • (FIGURES) �7 v GRAND TOTAL BID* $ ( p (FIGURES) *Grand Total Bid is equal to the total of Bid Schedule No.1,plus Bid Schedule No.2. BID NOTES: Bids shall be submitted on the bid forms provided in the Bid and Contract Documents package. All bid forms shall be completed, signed, and sealed in accordance with these instructions and the instructions included with the individual bid forms. A bid that fails to include all bid forms will be considered non- responsive. CITY reserves the right to award a Contract to the lowest responsible bidder for the GRAND TOTAL BID (the combined total of Bid Schedule No. 1, plus Bid Schedule No. 2,plus Bid Schedule No. 3, plus Bid Schedule No. 4). The Bid Schedule shall be typed or clearly completed in ink. All spaces for unit prices,item totals, and total bid shall be completed, in figures. All prices shall be in United States dollars. For a Lump Sum item,the unit price shall match the item total price. The bidder shall make every effort to provide a legible and complete Bid Schedule. The bidder shall verify that its Bid Schedule is free of mathematical errors. If a Bid Schedule is found to contain minor errors or illegible entries,the bidder agrees that the CITY may, if deemed in the public interest, cure the error or entry, using one of the following methods: Method A. If the sum of the item totals does not equal the total bid, but all item totals correctly indicate the products of the unit price and quantity, the CITY will consider the corrected sum of the item totals to be the Bidder's total bid. B-5 Method B. If the sum of the item totals equals the total bid, but the product of a unit price and a quantity does not equal the stated item total,the City will determine a correct unit price by dividing the item total by the item quantity. The total bid price for the entire Contract work shall include the cost of labor, materials, equipment, parts, implements, supplies, and all applicable sales taxes and fees necessary to complete the Project, as based on the City Engineer's estimate of quantities of work. 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, 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. Any situation not specifically provided for will be determined at 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. Estimated quantities are for the purpose of comparison only, and payments will be made on a basis of actual measurement of work completed except for Lump Sum(LS)and Final(F)pay quantities. Codes: Units of Measurement: (F) Final Pay Quantity EA Each (S) Specialty Bid Item LS Lump Sum (D) Deletable Work Item SF Square Foot SY Square Yard ELT Extra Long Ton LF Linear Feet TN Ton (D) Deletable work item; only to be incorporated in the work as provided via written direction from the Engineer. (S)Specialty Bid Item—are bid items that are considered part of the total base bid but are not considered part of the Contractor's obligation to perform at least fifty percent(50%)of the work as specified in Section 2-3.2,"Additional Responsibility,"of the Standard Specifications. (F)Final Pay Quantity-are bid items as described in Section 6-1.07 of these Special Provisions. B-6 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: Kd `ktV trI3 CO� V BY: OCirrld S eeler va. TITLE: ' ST• DATE. C ` 41# C-6 (This affidavit shall be executed by all bidders at the time of bid submittal. Failure to execute the affidavit on this page will result in rejection of bid.) NON-COLLUSION AFFIDAVIT To the 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. 1(MT)acffa Can pan q Firm Name it■ L - Signature of Bi v ei nrlid �Q whee le r r. (1derc) Printed Name and Title 3241 Doniop bud- Sr k Business Address ID8 Ola rew i o kill a OW* f4q.)da3 Place of Residence b and sworn to(or affirmed)before me this 5 day of r b ,20( 3 the above proved to me on the basis of satisfactory ev' nce to be the person who appeared before me. Signe likg _ • 41O Notary Public in end for'he County of SAN BERNARDINO ,State of California. My Commission expires on fe.4) 2 , O(3 Year MARY J.11110.1A C-7 COMM.#1e37578 8ANIERNAROMIOO:AMTY Cimt .21 2013 BOND NO. 1000826470-15 BID BOND PENALTY NOT TO EXCEED$49,500.00 FORM OF BID _BOND KNOW ALL MEN BY THESE PRESENTS,that we,the undersigned, K A D Paving Company dba K A D Engineering as Principal,and U.S.Specialty 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 f 10% ) 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 Pavement Rehabilitation of Two City_Streets,__ ("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 February 05,2013 I 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 shed. I he 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 extcnsicn of the time within which the Obligee may accept such Bid;and said Surety does hereby waive notice of any such extension. Signed,this 01 day of ,February 20 13 IN WI"iN}ASS WHEREON=, 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 officers,the day and year first mentioned. K A D Paving Company dba K A D Engineering (SEAL) U.S.Specialty Insurance Company (SEAL) . Principal .Surety Signature _ _--------- Signor �Lr�S° Yunp�T..Mullick, :4.rne -in-Fact Printed Name and Title Printed , and Title NOTE:Notarization of Principal and Surety signatures and Power of Attorney of the Surety shall accompany this form. C-8 ACKNOWLEDGMENT State of California County of Orange ) On_ February 1,2013 before me, Jennifer C.Anaya,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/ ; subscribed to the within instrument and acknowledged to me that he/site:bey executed the same in histheakuiak authorized capacity**, and that by his/i xtek 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. WITNESS my hand and • -ial s-:I. N °"'w•� JENNIFER C.ANAYA *, COMM.#1974158 U • Wq r sir NOTARY PUBLIC.CAUFORNIA ., ... wyJ;jr t ,, 'E'► ' ORANGE COUNTY N - �uF0. - MY COMM,EXP.MAY 2,2016 Signature �1 (Seal) - .. – — 0 -- -. —_- ---- - POWER OF ATTORNEY AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY KNOW_,ALL MEN BY THESE PRESENTS:That American Contractors Indemnity Company,a California corporation,lJnited_States Sittety--A.Aniiilft&-- a Maryland corliitoTAM_ pecialty Insuratil Ce fAmpiany, 1 a Texas corPoratkialkwi c - ---"Okripisisie-ek7d - these presei--- -reM-- ti _.W-aM- ---Iwo- Mt: James W.Manumit,Yung T.Mullick,or Jennifer C.Aiiaya of Mission Viejo,California its true and lawful Attorney(s)-in-fact,each in their separate capacity if more than one is named above,with full power and authority hereby conferred,in its name,place and stead,to execute,acknowledge and deliver anan d sill,ho. nds,recogniz' anon,undertakings o41W-hadeformits or contracts of sureqiihip to Include riders, annunkmmtsom ts of surety, p*.nrwTeld_ ft the bond .-- - Ion,Wi--4-mnk11051cceed 1 1 1 !rfl.'1 **Three Million**"6°,=_ 1-= --,, - Dollars (S, _ ''MP--Otiim-OrAttiimey shall expire Votidahlt 'Anther action on March 1 of-Attorney is graft&iiMer and by authority oldie following resolutions adopted by the Boards of Directors of the Companies: Be it Resolved,that the President,any Vice-President,any Assistant Vice-President,any Secretary or any Assistant Secretary shall be and is hereby vested with full po and authority to for appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act or on behalf of the Company subject to the following provisionK- z-±- ...frearrin-Friermay=he given full power -ararrt"-Attine of and on behalf of the.Comp.anyi,to execute„ataiacknoallwledge anclfirdroi_ eielax 441relannaubCrid.% Mmignmalsmilnrar agreements or InremintY---- - a' isririlsal or obligatory iii. ildirilJ any "ainsentstenninadni y,s Keility Temlut- - tageStualror--final estimates on engirwamrwraietmcontracts,and any and of notices and documents thereunder,and any such instruments so executed by any such Attorney-in-Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. t O. , Be it Resorvea,that the signature of any authorized officer and seal of the Company heretofore or.hereafter r akikbeedvalid_andto any powerbindingofareattonmeythe or any certiy willthAreapente relating thereto by imilend any power of attorney or certificate bearing facsimile signature or facsimile shall_4.,..__. :. Ito which it is attached - = ----= == - — ===== -=-7= — --.7----= =- - IMILUIMIWEOF The Companies have caused this instrument teXm--4-rml ardtheimarpmate seals to be heretcv-rdExed,this áy olOctiber,2011. .n AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY it. ,1 - 't r- -- 4;: rpoSettU- -,--_,?. ,, ..." --'._. 7- ,a - -A.#;,,..., - - , - --.- Nt , -- - -- i'4, ----,-.7 - - - -1- - --.. t.--. '. --. I;ftf- =„;._ - - -: '4---1 -1- *4' — - = ".-. . gr 7,77 By-. ---- - - -- - - iliP - z . ... ..., 1...? Daniel P.Aguilar, ice President State oftalifomia I a itt, id CountyiilLos Afteles SS: --_-= . A) iWI" dWiy-OM:tober,2011,before me,Deborah Reese,a notary pub pcTs_ maiWa : Darnel P.Aguilar,Vice Pf_.,esjdent of ntitrie.,*er.Mractors Indemnity Company,tinited States Surety CompanylIIM pcINaltr-Insurance Company who priiyed to me on the.basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknow.ledgedt4;•,,me that he executed the same in his authorized capacity,and that by his signature on the instrument the person(s),or the entity upoa behalf of which aperson(s)acted,executed the instrument. -- -3:--- - - ---=- _ - -_ ro , , -•,..- - I certr*- :tunkr-- PENALTY OF PER - tke_La5vr of the State of California that the tangoing paragraph t.: --- = - ---- VVTTNEAguirry-hand-and official sW.. _== or,_, _ _ -..- - -ft 'i ' - liiraiiiiiiiikt---== Cil' al i , vy Signature Al.,figra4.,t ... sotteaor.- - (Seal) -410.,-, aniammo o name ' ' , -.t. ONtisilkeitt-Collimit \..- -J tashiplits Cody iti,..'; iv ,N; 111 lama ersitION11110 ".t.‘,1, = -1,Jgarzik:Ue=Ass- istant Secretary of Amerion Contractors Indemnity CompahM.-11___, _ _nretY Company an4-1-1S-awialtY ---#-.42e-Ui --fte' ff„do hereby certify that tfte aboVe and foregoing is aticin&---circ- - aa Power of AtiArney,7extheguuti ed by =_m-SaWntaza. rims- — --,which is still in full force ai,cl effect,furthermore,the reitiliWn&-oflatirsardsW'Directors,set-outut riihyr Attorney are in full force and effect i I is In WiLuliulilsp‘• f,,I have 1- w'ito set my hmid and affixed the seals of said Companies at Los Angeles,California this 01 day -- ---4-- --- , ' - - -e&POlik-S-ealS - --11.---i- =- -- 1- -- ----- , 34:1, '11.! ' ..., • uk -= - ___c. 7.-:.-.=. 4,--- .i = ,-,:- , ,:.1- ,),f. , .t -41 -----\c '' ' .. slA . ).. i i , .:. ,. NI:: I - k ."., St - , •tC , 1000826470-1 ;-3 MS , Bond Notv <.,..' i , ,-' Jeannie,Lee, ... istant Secretary ri p. . ,,y ..,-. ,0 Agency0o. _7715 ,, „ i--; -, ,... ,„...„, ,, ..i. ' . 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 Public Works Construction, latest edition in effect on the first day of the advertised "Notice Inviting Sealed Bids" for this Project, 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, or CITY. 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 and these Special Provisions, 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 3rd floor of City Hall for the City of San Bernardino, 300 North"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 (CITY) 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 these Special Provisions, the Special Provisions shall take precedence over and be used in lieu of such conflicting portions. SP-2 References in these Special Provisions to "CALTRANS Standard Specifications" shall mean the latest edition of the Standard Specifications of the State of California, Department of Transportation. References in these 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 Special Provisions. Where the Plans or Special Provisions describe portions of the work in general terms, but not in complete detail, it is understood that the item is to be furnished and installed complete and in place, that only the best general practice is to prevail and that only materials and workmanship of the first quality are to be used. Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment, and incidentals and do all the work involved in executing the Contract. The Contractor shall meet or exceed the applicable Public Works Policies and Procedures unless directed otherwise by these Special Provisions or as directed by the Engineer. The Plans and Special Provisions for 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 Plans, 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, emailed, 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 Special Provisions 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 Contract 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 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 contacting 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, Special Provisions 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 Special Provisions, 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 fmds 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 Special Provisions, 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 working 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 interests 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 Special Provisions, 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, unless otherwise directed by the Engineer. 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. In respect to work performed under the Contract, Subsection 6-1, "Construction Schedule" of the Standard Specifications, shall be deemed revised to include as follows: The Contractor's representative and the Contractor's principal [$10,000 of work and above of the Contract work]subcontractors shall attend the City's pre-construction meeting. Other agencies and utilities involved in this Project may also have separate pre-construction meetings; the Contractor and applicable subcontractors are required to attend the agency/utility meetings. In respect to work performed under the Contract, the first sentence of the first paragraph of Subsection 6-1, "Construction Schedule and Commencement of the Work," of the Standard Specifications, shall be deemed revised to read as follows: The Contractor shall submit a proposed construction schedule (Gantt Chart) for the entire Work to the Engineer for review and approval five (5) working days prior to the Pre-Construction Meeting and revised schedules thereafter as required by the Engineer when the Contractor's activities differ or are expected to differ from the latest existing schedule. If the Contractor has not submitted a Construction Schedule upon the date to start work in the Notice to Proceed, the Contractor will not be allowed to start work and will not be granted additional time. The Contractor shall refer to Section 8-1.01, "Description of Work," of these Special Provisions for any required or preferred sequence of work. SP-13 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 Engineer. 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 for Bid Schedule Nos. 1 & 2 to completion before the expiration of Forty (40) WORKING DAYS from the date of the "NOTICE TO PROCEED". 4-1.05 PERMITS AND LICENSES -- Prior to issuance of a "Notice to Proceed", Contractor and its subcontractors 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 Five Hundred Dollars ($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 fmal and conclusive. SP-14 4-1.07 PROGRESS REPORTS AND ACCOUNTING OF CONTRACTOR WORKING DAYS -- The Contractor shall submit periodic Progress Reports to the Engineer by the tenth day of each month. The report shall include an updated Construction Schedule. Any deviations from the original schedule shall be explained. Progress payments will be withheld pending receipt of any outstanding reports. Section 6-7.3, "Contract Time Accounting", of the Standard Specifications, is superseded by these Special Provisions. The Engineer or 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's Inspection Office 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-15 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-16 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 the 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-17 (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.dinca.gov/DAS/PublicWorksForms.htm. 5-1.07 CONTRACTOR'S LIABILITY -- The City of San Bernardino, the Mayor and Common Council, the City Manager, the Director of Public Works 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-18 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 fmal 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-19 No Contract 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 and its subcontractors warrant they possess, or shall obtain, and maintain during the term of this Agreement, business registration certificate(s) 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-20 ACORD FORM INSURANCE SAMPLE: ACCORD CERTIFICATE OF INSURANCE DATE(MM/YY/DD) 00/00/00 PRODUCER THIS CERTIFICATE ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. COMMERCIAL ASSOCIATES INS.,INC. THIS CERTIFICATE DOES NOT AMEND,EXTEND, OR ALTER 1226 EAST LA PALMA AVENUE THE COVERAGE AFFORDED BY THE POLICIES BELOW. ANAHEIM, CA 92807 COMPANIES AFFORDING COVERAGE (714)524-4949 FAX: (7145)524-4940 COMPANY A CNA-TRANSCONTINENTAL INSURED COMPANY B CNA-VALLEY FORGE 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 CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO 7YPE OF INSURANCE POLICY POLICY EFFECTIVE POLICY EXPIR LIMITS LTR NUMBER DATE(MMIYY/DD) DATE(MM/YY/DD) GENERAL LIABILITY EACH OCCURRENCE $1,000,000 FIRE DAMAGE(ANY ONE FIRE) X COMMERCIAL GEN LIABILITY $ 500,000—A CLAIMS MADE ' OCCUR MED EXP(ANY ONE PERSON) $ 5,000 X OWNER'S&CONTRACTOR'S PROT 102267576 07/01/98 07/01/99 PERSONAL&ADV INJURY $1,000,000 GENERAL AGREGATE $2,000,000 PRODUCTS-COMP/OP AGG $2,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 X AUTO BODILY INJURY (Per Person) $ B ALL OWNED AUTOS BODILY INJURY (Per ident) —$ BAP 5197135 02/01/98 02/01/99 SCHEDULED AUTOS RTY DAMAGE ccident) $ HIRED AUTOS — NON-OWNED AUTOS - GARAGE LIABILITY 0 ONLY-EACH ACCIDENT _$ other than auto only: $ ANY AUTO EACH ACCIDENT _ other than auto only: $ AGGREGATE WORKERS COMPENSATION AND X WORKERS COMP EMPLOYER'S LIABILITY STATUTORY LIMITS C E.L.EACH ACCIDENT 01/99 $1,000,000 8 01/ $1,000,000 THE PROPRIRETOR/ INCL _EL.DISEASE-EA EMPLOYEE PARTNERS/EXECUTIVE $1,000,000 OFFICERS ARE: EXCL E.L.DISEASE-POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS JOB LOCATION: ALL CALIFORNIA OPERATIONS OF THE NAMED INSURED RE: (INSERT PROJECT NAME) BELOW NAMES AS ADDITIONAL INSURED WITH RESPECT TO GENERAL LIABILITY AS REQUIRED BY PROJECT CONTRACT CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF.THE ISSUEING THE CITY OF SAN BERNARDINO COMPANY WILL MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMES TOTER LEFT. DEPARTMENT OF PUBLIC WORKS AUTHORIZED REPRESENTATIVE 300 N. "D" STREET, 3RD FLOOR JOHN E.SMITH (Signature) SAN BERNARDINO,CA 92418-0001 ACCORD 25-S(1/95) C ACCORD CORPORATION SP-21 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, 3RD FLOOR SAN BERNARDINO,CA 92418-0001 IMPII SNIT (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule,but only with respect to liability arising out of"your work" for that insured by or for you. NOTE: MUST BE SIGNED BY AUTHORIZED REPRESENTATIVE FOR PROVIDER SUPPLY POWER OF ATTORNEY GIVING AUTHORITY TO BIND CG 20 10 11 85 Authorized Representative for CNA Insurance Group Golden Eagle Insurance Company SP-22 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 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-23 6-1.03.a NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM REQUIREMENTS -- 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. All construction on off-site or on-site improvements shall adhere to NPDES Best Management Practices to prevent deleterious materials or pollutants from entering CITY or County of San Bernardino's storm drain systems. 6-1.03.b CONSTRUCTION-RELATED DEWATERING & DE MINIMUS DISCHARGES, SANTA ANA REGION - The CITY has been issued Municipal NPDES Permit No. CAS618036, Order No. R8-2009-0036, from the California Regional Water Quality Control Board, Santa Ana Region (SWQCB). Section XV of this permit authorizes De Minimus types of discharges listed in the Santa Ana Regional Board's General De Minimus Permit for Discharges to Surface Waters That Pose an Insignificant (De Minimus) Threat to Water Quality, Order No. R8-2009-0003, from CITY owned and/or operated facilities and activities (including construction). This Permit may be accessed at the SWQCB's Website at: http://www.waterboards.ca.gov/santaana/board decisions/adopted orders/orders/2009/09 003 deminimusjermi t wdr.pdf 6-1.03c MUNICIPAL NPDES PERMIT -- The CITY is subject to Municipal NPDES Permit No. CAS618036, Order No. R8-2010-0036, from the California Regional Water Quality Control Board, Santa Ana Region, which authorizes the discharge of storm water from its municipal separate storm sewer system (MS4). The MS4 Permit, requires the CITY to prepare and update a Stormwater Program Local Implementation Plan (LIP) which details how compliance with requirements of the MS4 Permits will be maintained. The Contractor is responsible for complying with all locally enforced water quality related codes and ordinances. The Municipal MS4 permit may be accessed by visiting the SWQCB's website at: http://www.swrcb.ca.gov/santaana/board decisions/adopted orders/orders/2010/10 036 SBC MS4 Permit 01 2 9 10.pdf 6-1.03d WATER QUALITY ORDER NO. 2009-0009-DWQ (CONSTRUCTION GENERAL PERMIT) -- On September 2, 2009, the State Water Resources Control Board adopted Order No. 2009-0009-DWQ (Waste Discharge Requirements for Discharges of Storm Water Runoff Associated with Construction Activities and Land Disturbance Activities). Effective July 1, 2010, all dischargers (construction sites where calculated soil disturbance totals 1 acre or more) are required to obtain coverage and comply with this Construction General Permit (CGP). A copy of this permit, related documents/ attachments and subsequent amendment may be found on the internet at: http://www.waterboards.ca.gov/board decisions/adopted orders/water quality/2009/wqo/wgo2009 0009 dwq.pdf; SP-24 http://www.waterboards.ca.gov/board decisions/adopted orders/water quality/2010/wgo2010 0014dwq.pdf The Contractor is hereby directed to read and understand all the requirements of this Permit as they relate to this Project. Prior to commencing work, the Contractor shall submit the required PRDs (Permit Registration Documents) to the Engineer. If any of the required items are missing, the PRD submittal is considered incomplete and will be rejected. Upon receipt and acceptance of a complete PRD submittal, the Engineer will electronically submit these documents through the Stormwater Multi-Application, Reporting and Tracking System (SMARTS) to the State Water Resources Control Board(SWRCB)to obtain coverage under the CGP. 6-1.03e STORM WATER POLLUTION PREVENTION PLAN (SWPPP) -- The Contractor will be required to develop and submit a Project site-specific SWPPP, prepared by a Qualified SWPPP Developer (QSD) as defined by the CGP. The SWPPP shall cover both streets in this Contract. The SWPPP shall be developed, amended, and certified by a Qualified SWPPP Developer (QSD). A QSD shall have one of the registrations or certifications listed in Section VII.B.1 of the CGP, and effective September 2, 2011, must have attended a State Water Board- sponsored or approved Qualified SWPPP Developer training Course. The SWPPP must include the information needed to demonstrate compliance with all the requirements of the CGP, for review, acceptance, and certification by the CITY prior to submittal of the PRDs (the SWPPP is a required component of the PRD electronic submittal package). NO CONSTRUCTION ACTIVITY CAN BE ALLOWED UNTIL THE CITY HAS RECEIVED A TRACKING NUMBER FROM THE SWRCB. The SWPPP shall be developed and updated using Section 2 and Appendix G of the California Stormwater Quality Association (CASQA) Stormwater Best Management Practice Handbook Web Portal for Construction. The CASQA Construction BMP Web Portal requires a subscription to be purchased from CASQA and can be accessed at the following link: http://www.casga.org/LeftNavigation/BMPHandbooksPortal/tabid/200/Default.aspx In addition, the SWPPP Template, BMP Factsheets, and other stormwater information can be secured from the CASQA's Website at: http://www.casga.org/LeftNavigation/ConstructionBMPHandbookPortaISWPPPTemplate/tabid/200/Default.aspx The Contractor must amend the SWPPP as needed during the course of work to reflect actual construction progress and construction practices. The Contractor shall designate a Qualified SWPPP Practitioner (QSP), as defined by the CGP, who will be responsible for compliance with CGP requirements on the Project at all times. Contractor's QSP must be on site to observe BMP installation and approve of all SWPPP implementation. Contractor's QSP must be on site during all required NPDES inspections SP-25 (weekly, rain events, and quarterly non-storm). Within seventy two (72) hours from receiving BMP corrections from CITY, Local Agencies and/or SWRCB staff(but only as directed by the Engineer), Contractor's QSP shall initiate SWPPP modifications in the field as necessary and complete them as soon as possible and prior to predicted rain events. Contractor's QSP shall prepare written reports for the corrective actions and submit them to the Engineer. All work on the Project may be stopped at the Engineer's discretion if corrective action is not taken within a timely manner. Any cost/delays incurred due to stopped work will be solely borne by the Contractor. The SWPPP shall not be construed to be a waiver of the Contractor's obligation to review and understand the CGP before submitting a bid. By submitting a bid, Contractor acknowledges that he has read and understands the requirements of the CGP. Contractor is hereby notified that specific construction practices in Sections 7-8, "WORK SITE MAINTENANCE," and 7-10, "PUBLIC CONVIENENCE AND SAFETY," of the Standard Specifications, are considered to be Best Management Practices. Applicable construction practices in the Standard Specifications shall be incorporated into the SWPPP. Full compensation for including and complying with construction practices in the Standard Specifications shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. 6-1.03f REPORTING AND COMPLIANCE -- The Contractor shall be responsible for providing all reports required by the CGP (monitoring, inspection, Rain Event Action Plans, annual reports, etc.) to the Engineer for review. Time sensitive reports involving monitoring data shall be provided as soon as the information is made available. All other reports shall be provided to the Engineer a minimum of two weeks prior to their deadline for submittal to the SWRCB through SMARTS. The Contractor shall submit the first version of the complete SWPPP in electronic format with one (1) hard copy in a three (3) ring binder, with separators and tabs to the Engineer for review and comments. Upon acceptance of the SWPPP, the Contractor shall submit a final electronic plan and three (3) hard copies, each placed in a three (3) ring binder with separators and tabs. The Engineer's review/ acceptance is for administrative purposes only and shall not relieve the Contractor from his responsibility to provide adequate stormwater management per the requirements of the CGP. The Contractor shall implement, maintain, and amend the SWPPP as needed during the course of work to reflect actual construction progress and construction practices. The Contractor shall designate a Qualified SWPPP Practitioner (QSP), as defined by the CGP, who will be responsible for compliance with CGP requirements for the Project at all times. SP-26 The Contractor shall be responsible for and shall submit to the Engineer copies of all Contractor generated SWPPP documents, including all sampling test results, inspection reports, Rain Event Action Plans (REAP), annual reports, and other time sensitive documents involving monitoring data. Such documentation shall be provided as soon as the information is made available and shall be provided within twenty-four (24) hours when requested by the Engineer. The Contractor shall be required to produce such data and documentation at the Project site on demand if so requested by Santa Ana Regional Water Quality Control Board Staff during a site inspection. The Contractor shall comply with all the requirements identified in the CGP. Non- adherence with the requirements identified in the CGP may constitute a violation of the Clean Water Act and the Porter-Cologne Water Quality Control Act and may be grounds for enforcement action by the RWQCB. Any fines incurred by the CITY due to the Contractor's lack of compliance with the requirements of the CGP, shall be back charged by the CITY to the Contractor and deducted from any monies that may become due to the CITY. 6-1.03g PAYMENT -- Full compensation for conforming to the requirements of the "STORM WATER POLLUTION PREVENTION PLAN," shall include, but not be limited to, the following: 1. Submit Permit Registration Documents (PRDs) per Section XV of the Municipal Permit and Appendix B of the CGP to the Engineer. 2. Develop a SWPPP to conform to the Contractor's actual construction practices; 3. Administer, implement, maintain, and ensure adequate functioning of the various water quality control measures identified within the SWPPP during construction including all Numeric Action Level (NAL) and Numeric Effluent Limitation (NEL) sampling, monitoring and reporting requirements statutorily required for the determined Risk Level of the Project site. These tasks must be performed by Qualified SWPPP Practitioner (QSP). Effective on September 2, 2011, a QSP shall meet the requirements listed in the General Permit. 4. Pay all annual permit fees (if applicable); 5. Contractor will be responsible for paying all fines imposed by the State Water Resources Board for violation to the CGP caused by Contractor's operations which fail to comply with the CGP. 6. Provide and maintain all documentation (at the jobsite) and administration for the entire Contract period; 7. Perform all work required for compliance with the requirements of the CGP including preparation of all Rain Event Action Plans (REAPs), construction of effective treatment control BMPs, i.e.: contingency basins, chemical treatments, etc. if applicable. 8. Provide all labor, tools, equipment, materials and incidentals for any additional BMPs not shown or identified in the SWPPP which may be required to comply with the requirements of the CGP or when requested by the Engineer and shall be considered as included in the Contract Lump Sum price paid for "NPDES REQUIREMENTS," per Bid Schedule, and no additional compensation will be allowed therefor. SP-27 6-1.04 PERMITS AND LICENSES -- The Contractor shall pay for and obtain 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, 3rd 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 Underground Service Alert(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, Army Corps of Engineers, Regional Water Quality Board, etc., at his/her own expense, unless otherwise stated in the Plans and these Special Provisions. These fees and permits shall include water and sewer hook-up, meter, inspection and flagging fees. 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. However, equipment rental rates shall conform to State of California Business and Transportation agency, Department of Transportation, Division of Construction, "LABOR AND EQUIPMENT RENTAL RATES," latest Edition, unless the Extra Work is done for a negotiated price. 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 SP-28 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 8:00 a.m. and 4:00 p.m., Monday through Friday, excluding holidays, as defined in this section, unless otherwise identified within these Special Provisions. Deviation from these hours will not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property. No traveled lane shall be closed during rush hour (7:00 a.m. to 8:30 a.m. and 4:30 p.m. to 6:00 p.m.), unless approved by the Engineer. The Contractor shall coordinate 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. Designated legal Holidays are: January 1St, the third Monday in January,the third Monday in February, the last Monday in May, July 4th, the first Monday in September, November 12th, 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 Sections 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 into the work. To Section 9-3.2, "Partial and Final Payment," of the Standard Specifications, add the following: When an item of work is designated as "Final Pay Quantity" (F) in the "BID FORM," of these Special Provisions, the estimated quantity for that item of work shall be the final pay quantity, unless the dimensions of any portion of the item are revised by the Engineer, or the item or any portion of the item is eliminated. If the dimensions of any portion of the item are revised, and the revisions result in an increase or decrease in the estimated quantity of that item of work, the final pay quantity for the item will be revised in the amount represented by the changes in the dimensions. If a final pay item is eliminated, the SP-29 estimated quantity for the item will also be eliminated. If a portion of the fmal pay item is eliminated, the final pay quantity will be revised in the amount represented by the eliminated portion of the item of work. The estimated quantity for each item of work designated as "Final Pay Quantity" (F) in the "BID FORM," Section of these Special Provisions, shall be considered as approximate only, and no guarantee is made that the quantity which can be determined by computations, based on the details and dimensions shown on the Plans, will equal the estimated quantity. No allowance will be made in the event that the quantity based on computations does not equal the estimated quantity. The Contractor shall submit "As Built" Project drawings to the Engineer prior to the release of final payment and/or bonds. 6-1.08 PROJECT APPEARANCE -- The Contractor shall maintain a neat appearance to the work including use of street sweeping. In any area visible to the public,the following shall apply: When practicable, broken concrete and debris developed during clearing and grubbing shall be disposed of concurrently with its removal. If stockpiling is necessary, the material shall be removed or disposed of weekly unless otherwise specified. The Contractor is encouraged to recycle all materials. The Contractor shall provide the CITY all documents as to the weight of materials removed during excavations in accordance with the requirements of AB939. 6-1.09 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL -- Unless otherwise specified, all excess excavation or removed material shall become the property of the Contractor and shall be disposed of by him away from the site of the work. 6-1.10 SURVEYING SERVICE -- The Contractor shall refer to the PROJECT LOCATION SURVEY DOCUMENTS section at the back of these Special Provisions for California Land Surveyors Association (CLSA) and Consulting Engineers and Land Surveyors of California(CELSOC) survey monument preservation guidelines. The Contractor shall perform and be responsible for the accuracy of surveying adequate for construction. This includes providing any survey work necessary to set grade for new or replacement roadway work, to reconstruct or retrofit curb ramps, replace curb and gutter, spandrels, cross gutters and drive approaches, to match existing non-disturbed sidewalk and curb and gutter at existing limits, and allow the continuous, uninterrupted flow of water off the roadway and into a drainage facility, existing gutter, swale or native soil. SP-30 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 RN 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 "SURVEYING SERVICE," including preparation of 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, the CLSA, and as directed by the Engineer, shall be considered as included in the various Contract bid items of work involved, 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 fmal payment to the Contractor without further acknowledgement by the parties. 6-1.12 PROJECT ERRORS, OMISSIONS, INCONSISTENCIES, AND/OR DISCREPANCIES -- In the event of errors, omissions, inconsistencies, and/or discrepancies among two or more portions of the Contract Documents, the Engineer may direct the Contractor to follow the most stringent requirements at no additional cost. If errors, omission, inconsistencies, and/or discrepancies appear in the Contract Documents or in the work done by others affecting this work, the Contractor shall immediately SP-31 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. In case of conflicts, errors, omissions, inconsistencies, and/or discrepancies on the plan sheets, it is assumed that the bid included the cost for implementing and/or constructing the discrepancy that would have the highest dollar value. 6-1.13 EMERGENCY INFORMATION -- The names, addresses and telephone numbers of the Contractor and subcontractors, or their representatives, which can be reached and will respond to calls 24 hours/day, shall be filed with the Office of the City Engineer prior to beginning work. 6-1.14 MAINTENANCE OF EXISTING IMPROVEMENTS -- The Contractor shall protect and maintain all existing improvements and facilities in place to remain from the first day of work under this Contract to acceptance. The Contractor is responsible for replacing any damaged improvement or facility to original condition or better. 6-1.15 CONTRACTOR'S SAFETY RESPONSIBILITY -- The Contractor shall be solely and completely responsible for conditions of the jobsite, including safety of all persons and property during performance of the work. This requirement shall apply continuously and not be limited to normal working hours. Safety provisions shall conform to U.S. Department of Labor (OSHA), the California Occupational Safety and Health Act, and all other applicable Federal, State, County, and CITY laws, ordinances, regulations, codes, the requirements set forth below, and any regulations that may be detailed in other parts of the Contract Documents. Where any of these are in conflict,the more stringent requirement shall be followed. 6-1.16 SAFETY SUPERVISOR AND MEETINGS -- A. The Contractor shall appoint an employee as safety supervisor who is qualified and authorized 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 SP-32 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 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 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 this 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 designee, and any subcontractors specified by the Engineer. 6-1.18 PAYMENT -- Full compensation for conforming to the requirements of this Section 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-33 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: SCE Planning Supervisor; Contact Michael Dent 2. SOUTHERN CALIFORNIA GAS COMPANY 1981 West Lugonia Avenue Redlands, CA 92314-9720 Phone: (909) 335-7883 Attn: Carlos Flores 3. SAN BERNARDINO MUNICIPAL WATER DEPARTMENT Water Utility Engineering Section 300 North"D" Street, 5th Floor San Bernardino, CA 92418 Phone: (909) 384-7224 Attn: Miguel Guerrero, Principal Engineer SP-34 4. VERIZON 9 South 4th Street Redlands, CA 92373 Phone: (909) 748-6655 Attn: Rick Pesquera 5. TIME WARNER TELCOM OF CALIFORNIA 1500 Auto Center Drive Ontario, CA 91761-1561 Phone: (909) 795-3349 Attn: Bruce Dewese 6. TIME WARNER TELCOM OF CALIFORNIA acv 1500 Auto Center Drive Ontario, CA 91761-1561 Phone: (909) 798-8588 Attn: Mark Davenhauer 7. SBC-Services 3073 Adams Street, 2nd Floor Riverside, CA 92504 Phone: (951) 359-2255 Attn: Lee Corby, Area Engineer 8. SPRINT COMMUNICATIONS 282 South Sycamore Street Rialto, CA 92376 Phone: (909) 873-8022 Attn: Lynn Durrett,Area Cable Project Engineer 9. CHARTER COMMUNICATIONS 7337 Central Avenue Riverside, CA 92504-1440 Phone: (951) 343-5139 Attn: Gregory Yates 10. CITY OF SAN BERNARDINO PUBLIC WORKS DEPARTMENT; STREET DIVISION 300 North"D" Street, 3rd Floor San Bernardino, CA 92418 Phone: (909) 384-5203 Attn: Robert Eisenbeisz, City Engineer SP-35 11. CITY OF SAN BERNARDINO PUBLIC WORKS DEPARTMENT; TRAFFIC SIGNALS & STREET LIGHTING 300 North"D" Street, 3rd Floor San Bernardino, CA 92418 Phone: (909) 384-5084 Attn: Anthony Lugo, Traffic Eng. Assoc. 12. AT&T INQUIRIES —LONG DISTANCE 22311 Brookhurst Street, Suite 203 Huntington Beach, CA 92646 Phone: (925) 977-2413; (714) 963-7964 Attn: Joseph Forkert 13. SAN BERNARDINO VALLEY MUNICIPAL WATER DISTRICT 380 E. Vanderbilt Way San Bernardino, CA 92408 Phone: (909) 387-9215 Attn: Bob Tincher 7-1.02 CONTRACTOR'S RESPONSIBILITY -- The Contractor shall verify the location of all underground utilities and services, including potholing, before proceeding with the 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. 7-1.05 UTILITIES INTERFERENCE -- Utilities which are found, by exploratory location or by excavation, to interfere with the construction of this Contract 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. SP-36 Abandoned utilities, which interfere with the construction of any portion of this Contract, 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. Upon the occurrence of emergency events, such as gas leaks or electric power interruptions, wherein normal previous work day notification procedures may not be performed, "emergency notification" by the Contractor shall be submitted by emailing utilities @sbcity.org at the time utility crews are being dispatched. Additionally, if the event occurs during normal business hours (Mon-Fri, 8:00 am to 4:00 pm), a phone call to (909) 384-7272 (SBDIRECT) shall be made by the Contractor informing the Engineer, in addition to the email, of utility crews being mobilized for such work. Failure to do so may result in work stoppage, citation, or both. 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 fabricate and place construction information signs, clearing and grubbing; removal and reconstruction of various concrete improvements, including curb ramps, sidewalk, driveway approaches and driveway, curb, curb and gutter, cross gutter, spandrels; wedge cut mill and roadway mill; remove and replace deteriorated asphalt concrete pavement and driveway approaches; earthwork and asphalt concrete for minor roadway widening; crack seal, asphalt concrete overlay; application of traffic striping and pavement markings; adjustment of existing utility frames and covers and City water utility enclosures; grinding curb and gutter, sidewalk and driveway approaches; NPDES and SWPPP requirements; traffic control; survey marking and such other items or details, not mentioned above, that are required by the Plans, Standard Specifications, or these Special Provisions, shall be performed, placed, constructed or installed. In addition to the work items noted herein above, per the Plans, pavement rehabilitation and reconstruction work will more specifically include: • Bid Schedule No. 1 (Irvington Avenue): Per Plan, mill wedge cut portion of roadway pavement, remove and replace localized deteriorated asphalt concrete pavement (minimum 2-1/2" depth removals, compact the underlying sub-base/ subgrade to a minimum 95% relative compaction, then place 2-1/2" Hot Mix Asphalt (HMA)), earthwork and minimum 2-1/2" Asphalt concrete for localized roadway widening, crack seal, and place final surface course of variable thickness, 1.5" (minimum) HMA, per Plan, over entire Project roadway segment(including widening segment). • Bid Schedule No. 2 (Belmont Avenue): Per Plan, mill wedge cut portion of roadway pavement, remove and replace localized deteriorated asphalt concrete pavement(minimum 2-1/2" depth removals, compact the underlying sub-base/ subgrade to a minimum 95% relative compaction, then place 2-1/2" Hot Mix Asphalt (HMA)), crack seal, and place final surface course of 1.5"HMA over entire Project roadway segment. 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. 8-1.02 ORDER OF WORK -- the Order of Work shall generally include: SP-38 • Conducting mobilization activities including property owner notifications, utility locating, implementing Project SWPPP and BMPs, securing all permits and licenses, preparing and submitting Project schedule(s). • All demolition, clearing, grubbing and removals. • Reconstruction or construction of PCC curb ramps, curb, curb & gutter, gutter, cross gutter and spandrels, sidewalk, ADA bypass and driveway approaches and driveways; earthwork for roadway widening; wedge cut mill and mill roadway; AC pavement street improvements (removal and replacement); AC pavement, utility adjustments, and replacement traffic loops. • Signing, striping, and site clean-up. 8-1.03 WORK SITE MAINTENANCE -- Contractor shall comply with the provisions in Section 7-8, "Work Site Maintenance", of the Standard Specifications. To Subsection 7.8.1, "Cleanup and Dust Control," of the Standard Specifications, add the following: Dust control shall hereby be defined as the elimination and/or control of dirt, dust, mud and debris from propagating or spreading onto properties, private or public, adjacent to the Project and Contractor's work areas. No separate payment will be made for any work performed or material used to control dust resulting from the Contractor's performance of the work, or by public traffic, either inside or outside the right-of-way. Construction activities will take place in fully developed residential neighborhoods and adjacent to a school. Localized speed limits are posted as high as 35 mph. Dust Control shall be strictly enforced. Contractor shall at all times keep a water truck or other equipment at the job site in working order capable of performing dust control for the duration of the Contract period. Subject to paragraph two of Subsection 7.8.1, "Cleanup and Dust Control," of the Standard Specifications, Contractor is required to furnish and operate a self-loading motor sweeper with spray nozzles a minimum of once each work day, when and where required for proper dust control, and as directed by the Engineer. Cost for furnishing and operating sweeper (including those instances in addition to the minimum requirements) shall be included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. Dust control shall be performed a minimum of four times a day for the duration of the Contract period: twice in the morning and twice in the afternoon (time periods to be equally spaced), and as directed by the Engineer. Dust control performed by the Contractor in addition to the minimum daily requirement and at the direction of the Engineer, shall be considered as SP-39 included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. Performing the minimum dust control required by the Contract will in no way relieve the Contractor from his responsibility for providing adequate dust control measures. Full compensation for conforming to the requirements of Dust Control including all labor, equipment, tools, materials, and incidentals shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. 8-1.04 WATERING -- Watering shall consist of developing a water supply and furnishing and placing all water required for work done in the Contract. Full compensation for conforming to the requirements of Watering shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. 8-1.05 DEVELOP WATER SUPPLY -- Work shall consist of developing a water supply and for furnishing and placing all water required for work done in the Contract, including water used for Extra Work. Full compensation for developing a water supply and for furnishing and placing all water required for work done in the Contract, including Extra Work, shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. 8-1.06 PROJECT LOCATION -- See separate bound Plans. 8-1.07 APPROVED MATERIALS -- Whenever the expression "or Engineer- 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 or designee 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. SP-40 The Contractor shall make any corrections to shop drawings required by the Engineer. 8-1.08 CITY-FURNISHED MATERIALS -- CITY furnished material, when applicable as specified in other sections of these Special Provisions, shall comply with the following: Materials, if furnished by the CITY, will be made available as specified in these Special Provisions. The Contractor is responsible for loading, unloading, hauling and handling, and placing CITY-furnished materials. The Contractor shall inspect and assure itself of the amount and soundness of such materials. 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. 8-1.9 PRE-BID INQUIRIES -- NO ORAL representations or interpretations will be made to any Bidder as to the meaning of the Special Provisions, 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:PAVEMENT REHABILITATION ON TWO CITY STREETS:IRVINGTON AVENUE,FROM OLIVE AVENUE TO PINE AVENUE,PLAN NO. 12800(SS 11-014); and BELMONT AVENUE,FROM PALM AVENUE TO OLIVE AVENUE,PLAN NO. 12804(SS 11-013) Attention: Ted Rigoni Tel: (909) 384-5198; Fax: (909) 384-5190 E-mail: rigoni to @sbcity.org SP-41 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 initial Traffic Control/ Traffic Detouring Plans submittal shall be made by the Contractor to the Engineer a minimum of five(5)working days prior to the Preconstruction meeting. Traffic Control/ Traffic Detouring plans shall be based on the most recent "California Manual on Uniform Traffic Control Devices". Work operations shall not commence on a street until after written approval of the Traffic Control/Traffic Detouring Plans. Construction operations will take place within a residential neighborhood, and a commercial area. Access to adjacent properties may be interrupted during working hours, as pre- approved by the Engineer, for the accomplishment of the Work. However, overnight vehicular access to adjacent properties shall be re-established by the Contractor unless otherwise allowed by the Engineer. 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 an approved traffic control plan, for each of the two roadways, based on the most recent "California Manual on Uniform Traffic Control Devices". 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. SP-42 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. 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 to parking and access. Written notification shall be given to all places of business and residences at least 48 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. Arrow boards shall be properly placed on all lane closures on arterials and collectors, regardless of posted speeds, volumes or visibility, or as otherwise required by the Engineer. Solar powered lighted-associated arrow boards are required on overnight detours in residential areas. The Prime/ subcontractor(s) shall submit traffic control plans one (1) week prior to issuance of lane closure approvals as issued by the Engineer. Traffic Control plans,traffic signal, striping/legends work and materials shall be in accordance with CITY standards, the current California Manual of Uniform Traffic Control Devices (MUTCD), the current California Joint Utility Traffic Control booklet (CJUTC), and the current Work Area Traffic Control Handbook (WATCH) manual. All methods, plans, and layouts shall be approved by the Engineer. Nothing in these Special Provisions shall be construed as relieving the Contractor/ subcontractor from its responsibility to provide for the safety and convenience of traffic and the public during construction. In the event of conflict,the order of precedence shall be as follows: a. Project Special Provisions b. CITY-approved Traffic Control Plans c. Current CA MUTCD d. Current CA WATCH manual e. Current CJUTC booklet f. Current Standard Specifications Contractor shall implement the Traffic Control plans for daytime work only. In the event that the plans need to be used during the hours of darkness, the traffic control devices shall be illuminated to retro-reflectorized. Adequate lighting shall also be provided along the work zone. The Engineer reserves the right to observe field conditions and to make necessary changes in the field, at Contractor's cost. SP-43 All temporary traffic control advance warning signs shall be 36" X 36" minimum. Traffic control signs on arterials with an approach speed of 45 mph or higher shall be 48"X 48". All conflicting signs, striping and pavement markers shall be covered and/ or removed during construction. The covers shall be removed from the signs and striping and pavement markers shall be in place after the completion of construction. All temporary traffic control devices shall be weighted in place or double-based to prevent overturning. Channelizers shall be spaced at 20 feet O.C. within 300 feet of an intersection. At areas where work is taking place, on curves, or areas of head on conflict, the channelizer spacing shall be reduced in half. All traffic control signs installed on sidewalk shall either be secured to an existing street light pole or a separate pole with a minimum height of seven(7) feet to the bottom of the sign. The Contractor/ subcontractor shall notify the Engineer a minimum of 48 hours before implementing the approved Traffic Control plans. Temporary NO PARKING signs, when applicable, shall be properly posted at least 72 hours prior to commencement of work. All Contractor/ subcontractor shall properly replace with thermoplastic all traffic pavement markings and striping that has been disturbed by the work. Conflicting striping and legends shall be properly and completely removed. Traffic signal loops that are affected or damaged by the work activities shall be replaced in-kind within seven(7) calendar days. Final paving for trench repair within a roadway shall be completed within 20 working days of backfill and temporary paving. Final paving after cold milling or micro-grinding operations shall be completed within seventy two (72)hours. 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 `CVO 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 SP-44 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. 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. 9-1.05a WORK ON BELMONT AVENUE -- For work done in the vicinity of Palm Avenue Elementary School, along Belmont Avenue, Contractor is to note the following (Contact: Ms. Kathy Wade, Principal, (909) 880-6753): o Adjacent to the school, localized portions of the street repair work may take place during week days; however, the general street overlay work shall be scheduled to occur on Saturdays, for those periods when school is in session during the week. o The SBCUSD's School District's Safety Officer, Mr. Eric Vetere (909) 381-1193, is to be contacted by the Contractor two weeks prior to the start of the work, and informed of planned construction activities. o Contractor shall provide the School a two-week notice prior to the start of work. o Contractor shall refrain from high noise generating activities during testing periods when in the vicinity of the school (such as cold milling). Contractor shall coordinate with the school as to the best times to undertake noise generating activities adjacent to the school. o Contractor shall structure his work activities near the school so as to limit his impacts to traffic (motor vehicles, bicyclists and pedestrians)to the greatest extent possible. o When curb returns or sidewalk replacement work is underway, Contractor shall provide stable, safe and secure access to pedestrians and students around his work activities. o Parents drop off and pick up their children along Belmont Avenue, near the school's southerly access point. The busiest times for these drop off/ pick up periods are from 8:30 am to about 9:00 am for drop off, and from 3:15 pm to 3:45 pm for pick up. Contractor's activities during these times shall occur elsewhere along the street (no work in the student drop off and pick up loading zone during these times). SP-45 o School class hours are approximately 8:00 am to 3:45 pm. The school's academic calendar (classes) is on the traditional schedule, and the 2012-13 school year is in session from the first week in August to the last week in May, with the last two weeks in March off for Spring break; all requirements will apply to the entire construction Contract,whether the school is in session or not. 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 detour of 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. 9-1.08 PAYMENT -- Full compensation for furnishing, installing, modifying, moving and removing signs, lights, flares, barricades, providing and modifying a traffic control plan to meet Contractor's operations, traffic control devices, resident and school notifications of pending work, all as necessary to expedite passage of public and pedestrian traffic through the work areas, shall be considered as included in the Contract Lump Sum bid price paid for "TRAFFIC CONTROL" per Bid Schedule, and no additional compensation will be allowed therefor. SP-46 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 Contract Lump Sum bid price paid for "TRAFFIC CONTROL," per Bid Schedule, and no additional compensation will be allowed therefor. SP-47 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 principal items: 1. Submittal and modification, as required, of the Construction Schedule covering the four roadways. 2. Providing a Project Office. 3. Review of the work sites. 4. Obtaining all required Permits. 5. Submittal of all required insurance certificates and bonds as required by these Special Provisions. 6. Written notification to adjacent property owners/residents prior to start of work. 7. Moving onto the sites, including, but not limited to: a. Equipment b. Arranging for and erection of Contractor's work and storage areas. 8. Installing construction fencing and temporary construction power and wiring. 9. 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). 10. Installing all temporary utilities (as required). 11. Establishing required fire protection provisions. 12. Posting all OSHA required notices and establishment of safety programs. 13. Posting of all Department of Labor notices. 14. Having the Contractor's superintendent at the job sites full-time and responding 24 hours per day. 15. Air and water quality protective measures, as necessary, and without limitation. 16. Potholing and other research and review as necessary to verify site conditions and utility locations. 17. Clean up and demobilization of the work sites. 18. 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 SP-48 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. 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 NOTIFICATION OF RESIDENTS -- Contractor shall notify in person and with printed notification (in English and Spanish language), at least ten (10) working days prior to commencing work, all agencies, firms, institutions, postal service, residents, hospitals, schools, stores, utilities and waste disposal service fronting or affected by the work. Additional printed notification (in English and Spanish language) shall be given not less than forty-eight (48) hours prior to performing any work which will restrict property access, close or partially close the street, or which will restrict or disallow street parking. All schools and churches shall receive seven (7) working days notification prior to performing any work which will restrict property access. Contractor shall coordinate with the school district for pick-up and drop-off of school children, waste disposal collection, the postal service to ensure delivery of mail, and churches for weekly or special activities, to ensure that his activities impact such adjacent uses to the least practicable amount. The printed notices shall contain a general description of the work to be done and the date that the work is to be done. The notices shall also include a statement that parking will be restricted as called for on the "NO PARKING" signs to be posted along the street. All public notices shall be reviewed and approved by the Engineer prior to distribution. Contractor shall also post printed "NO PARKING-TOW AWAY" signs at one-hundred- foot (100') maximum spacing along each side of the affected street for forty-eight(48) hours prior to the commencement of the street improvement work. Contractor shall document the day, date and time the "NO PARKING" signs were posted. Posting of signs on trees and utility poles shall not be allowed. The signs shall contain the day, date, hours and vehicle code, that parking will be prohibited on that particular street, CVC 22651L and CVC 22654D. The signs shall be removed immediately upon completion of work that will prohibit parking. The printed notices and the "NO PARKING" signs shall be furnished by the Contractor. 10-1.03 PROGRESS SCHEDULE -- The requirements in Subsection 6-1, "Construction Schedule and Commencement of Work," of the Standard Specifications, are amended as follows: SP-49 The Contractor shall submit to the Engineer a progress schedule within five (5) working days after award of Contract, and within five (5) working days of the Engineer's written request at any other time. Subsequent to the time that submittal of a progress schedule is required in accordance with these Special Provisions, no progress payments shall be made for any work until a satisfactory Contract schedule has been approved, in writing,by the Engineer. 10-1.04 PAYMENT — The Contract Lump Sum bid price paid for "MOBILIZATION," per Bid Schedule, shall be deemed to include all the cost of work in advance of construction operations, as defined within this Section and not directly attributable to any specific bid item, and no additional compensation will be allowed therefor. SP-50 SECTION 11 11-1 CLEARING AND GRUBBING 11-1.01 GENERAL -- Clearing and grubbing shall comply with Section 300-1, "Clearing and Grubbing", of the Standard Specifications and these Special Provisions. Clearing and grubbing shall include, but not be limited to the following items as shown on the Plans, as specified in these Special Provisions, or as directed by the Engineer: 1. Removal and replacement, or removal, capping and disposal, of removed landscape irrigation works, where encountered and interfering with the work, and as directed by the Engineer. 2. Removal and disposal of interfering portions of trees, shrubs, plants, turf, miscellaneous vegetation, weeds or other local features that interfere with the prosecution of the work, as directed by the Engineer, including vegetative growth in cracks and joints in the street and PCC flatwork (curb, gutter, sidewalk, cross gutter, driveway approach, etc.). Removal of weeds and unwanted growth, as determined by the Engineer, as part of grade to drain work, is included within this item. Contractor is to limit his removal of existing landscaping to the greatest extent possible, again, except for vegetative growth within the street and public travelled way otherwise to be removed. 3. Removal and disposal in full or in part existing PCC or AC driveway approaches and/or driveways, cross gutters, spandrels, access ramps, sidewalk, curb, and curb and gutter, per the Plans, including saw cutting, and as directed by the Engineer. 4. Removal and clean up of Project area trash during the course of the Project. 5. Removal and clean up of all traffic stripes, crosswalks and pavement markings by micro-grinding, or wet sandblasting, as directed by the Engineer. 6. Vegetation spraying within the Project limits. 7. Removal and disposal, or removal and replacement/re-establishment of existing chain link fencing to accommodate Portland cement concrete ADA bypass sidewalk. 8. Removal, salvage and delivery to the CITY yard existing signs and posts, where noted per Plan, and as directed by the Engineer. 9. Removal, salvage and reinstallation, of existing signs and posts, mailboxes and other surface culture, as directed by the Engineer. SP-51 Nothing in these Special Provisions shall relieve the Contractor from his responsibilities as provided in Section 7-10, "Public Convenience and Safety", of the Standard Specifications. Vegetation spraying shall be used to kill all growth, including brush, grass and weeds emanating from the pavement, gutter or sidewalk through cracks or joints. A minimum of 14 days prior to any work performed on the pavement, vegetation shall be sprayed with a systemic contact-type herbicide for broadleaves or grasses, such as "RoundUp Pro," manufactured by Monsanto Chemical, or equal approved by the Engineer. The application of the herbicide shall be performed in accordance with all applicable regulations. Any and all fines or clean-up costs for unlawful misuse or discarding of herbicides shall be the sole responsibility of the Contractor. Mixtures and spread rates for the herbicides shall be determined by the manufacturer's specifications. Wash down of equipment or discarding of herbicides shall not be allowed to enter catch basins or positive drainage facilities. All removed materials, not specifically requested to be salvaged, shall become the property of the Contractor and shall be legally disposed of outside of the right-of-way in accordance with Section 300-2.2, "Unsuitable Materials", and Section 300-2.6, "Surplus Material", of the Standard Specifications. The Contractor shall deliver salvaged material to the City Yard, at 234 South Mountain View Avenue, San Bernardino, CA 92404. The Contractor shall contact the Engineer at (909) 384-5166, 48 hours prior to hauling. The Contractor shall provide equipment, as required, to safely load and unload the salvaged materials. 11-1.02 PAYMENT -- The Contract Lump Sum bid price paid for "CLEARING AND GRUBBING," on Irvington Avenue, between Olive Avenue to Pine Avenue (Bid Schedule No. 1 only), shall be considered as full compensation for providing all the tools and equipment and for doing all the work involved per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. The Contract price paid for "CLEARING AND GRUBBING," on all other Roadways (Bid Schedules) per this Contract, shall be considered as full compensation for providing all the tools and equipment and for doing all the work involved per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. SP-52 SECTION 12 12-1 UNCLASSIFIED EXCAVATION 12-1.01 GENERAL -- Unclassified excavation shall comply with Section 300-2, "Unclassified Excavation," of the Standard Specifications and these Special Provisions. Unclassified excavation shall apply to removal of portions of the pavement and underlying sub-base/ subgrade materials, and existing embankment to accommodate roadway widening, at the locations shown on the plans to design grade, or as specified in the field by the Engineer, and shall conform to the Standard Specifications. The areas indicated on the plans for removal and replacement of existing pavement may be saw cut and removed, or milled and removed, as approved by the Engineer, unless the plans identify otherwise. Where directed by the Engineer, additional asphalt concrete or underlying sub-base/ subgrade shall be removed to correct a subsurface problem. The Contractor shall provide all unclassified excavation necessary for the curbs, gutters, sidewalk, ADA bypass, cross gutters, spandrels, driveways, driveway approaches, curb ramps and street paving, and roadway widening, as indicated on the Plans and described in these Special Provisions. Excess and/or unsuitable materials shall be removed from the work sites by the Contractor. This work items shall also include grading areas where Asphalt concrete and Portland cement concrete pavement and/or sub-base/ subgrade materials have been removed, where shown on the Plans or as directed by the Engineer. The Contractor may use milling/ planing as a method for removal of deteriorated pavement when the areas indicated for removal are large enough (a minimum of the machine drum width), and when pre-approved by the Engineer. Delete the second paragraph of Subsection 300.2.8, "Measurement," of the Standard Specifications and substitute the following: Measurement of Unclassified Excavation will be based on the volume it occupied prior to excavation. Disagreement regarding volume measurements shall be resolved prior to excavation. Any re-measuring or resurveying required as a result of disagreement will be at Contractor's expense. Asphalt and concrete pavement shall be removed to clean straight lines before replacement to ensure that all areas are accessible to equipment used to compact replacement material. The areas and quantities shown on the Plans and these Special Provisions are given only for the Contractor's aid in planning the work and preparing bids. The Engineer shall designate SP-53 the limits to be removed and these designated areas shall be considered to take precedent over the areas shown on the Plans. No guarantee is made that areas or quantities shown will equal the areas or quantities designated by the Engineer. At the end of each day, the Contractor shall submit to the Engineer an itemized list of the removal areas, the individual cubic yard removal volumes, and the total volume of the removal areas completed for that day. No payment shall be made for areas of over excavation unless previously approved by the Engineer. • All removed materials shall become the property of the Contractor and shall be legally disposed of outside of the right-of-way in accordance with Section 300-2.2, "Unsuitable Materials," and Section 300-2.6, "Surplus Material," of the Standard Specifications. This work items includes all grade to drain, where shown on the plans or per these Special Provisions, including disposal of any surplus materials not incorporated into the work. All embankments and subgrades shall be compacted in accordance with Section 300-4.7, "Compaction," of the Standard Specifications and these Special Provisions. 12-1.02 STOCKPILES -- Contractor shall be responsible for locating and securing permission to use any site it deems necessary for the stockpiling of materials. Prior to placing any materials on private property, the Contractor shall submit to the Engineer written permission from the property owner for such stockpiling. Where stockpile sites are located in areas adjacent to residential or noise sensitive areas, the Contractor shall take measures to minimize construction related noise during the early A.M. hours, which may include performing preparatory operations for the following day's work on the night before. The Contractor shall conduct its operations in these areas to conform to the sound control requirements located elsewhere in these Special Provisions. Necessary precautions, including preparatory cleaning of stockpile sites and covering stockpiles, shall be taken as required to ensure that stockpiles do not become contaminated with oversized rock, clay, silt, or excessive amounts of moisture. All materials deposited shall be done in an orderly manner, minimizing the space required and progressing from the farthest corner of the site to the access point. The stockpiles shall be kept in areas that readily drain. Stockpiles shall be physically separated and deliveries shall be monitored and controlled to prevent mixing of materials or aggregates. The stockpile areas shall be thoroughly cleaned, removing all excess material and all material contaminated by spilled oil, and left with a neat, orderly appearance upon completion of operations in that area. 12-1.03 PAYMENT -- the Contract unit bid price paid per Square Foot for "PAVEMENT REPAIR," with various pavement section thicknesses to be removed and SP-54 repaired per Bid Schedule, shall be considered as full compensation for providing all materials, tools and equipment, sawcutting and/or milling/ planing if approved by the Engineer, disposal of removed materials including any sub-base, all requirements associated with stockpiling and stockpile areas, and for doing all the work involved, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. The Contract bid unit price paid per Cubic Yard for "UNCLASSIFIED EXCAVATION, ROADWAY WIDENING," shall be considered as full compensation for providing all materials, tools and equipment, sawcutting and/or milling/ planing if approved by the Engineer, disposal of removed materials including any sub-base/ subgrade, all requirements associated with stockpiling and stockpile areas, grade to drain and disposal of surplus materials and for doing all the work involved to remove portions of the existing embankment for roadway widening on Irvington Avenue, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. The Contract bid unit price paid for "UNCLASSIFIED EXCAVATION," shall be considered as full compensation for providing all materials, tools and equipment, sawcutting and/or milling/ planing if approved by the Engineer, disposal of removed materials including any sub-base/ subgrade, all requirements associated with stockpiling and stockpile areas, grade to drain and disposal of surplus materials and for doing all the work involved, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, shall be considered as included in the Contract price paid for the various bid items of work involved and no additional compensation will be allowed therefor. Costs of compaction testing ordered by the Engineer shall be paid for as follows: 1. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from this Contract. The Contractor shall pay the price at the same rate that the City is charged by the testing soils lab. 2. Tests which do meet the required relative compaction shall be paid for by the City. SP-55 SECTION 13 13-1 UNCLASSIFIED FILL 13-1.01 GENERAL -- Unclassified fill shall comply with Section 300-4, "Unclassified Fill", of the Standard Specifications and these Special Provisions. Placing of fill materials shall be in accordance with Section 300-4.2, "Preparation of Fill Areas", and Section 300-4.5, "Placing Materials for Fills", of the Standard Specifications. The Contractor shall provide all unclassified fill necessary for curbs, gutters, cross gutters and spandrels, sidewalk, ADA bypass, driveways, driveway approaches, curb ramps and street paving, as indicated on the Plans and described in these Special Provisions. Excess and/or unsuitable materials shall be removed from the site by the Contractor. Where unclassified fill and grading is necessary in preparation for laying concrete or asphalt concrete, it shall be made with clean material which shall be solidly compacted to avoid future settlement. Unclassified fill shall include grade to drain, where noted per Plan, these Special Provisions and as directed by the Engineer, and disposal of any surplus materials not incorporated into the work. Outside the traveled way, in areas to receive concrete, soil shall be compacted to a relative density of not less than 90%. Backfill under the traveled way shall be compacted to a relative compaction of a minimum of 95%per CITY Std. No. 310. Embankments outside the traveled way, in areas not to receive concrete or asphalt concrete pavement shall be compacted to a relative density of not less than 90%. All embankments and subgrades shall be compacted in accordance with Section 300-4.7, "Compaction," of the Standard Specifications and these Special Provisions. Imported borrow material shall conform to the provisions of Section 300-3.5-1, "Requirements," of the Standard Specifications. 13-1.02 PAYMENT -- The Contract bid price paid for "UNCLASSIFIED FILL," shall be considered as full compensation for providing all materials, tools and equipment, and for doing all the work involved in placing and compacting unclassified fill, including grade to drain where called for on the plans, and disposal of surplus materials not incorporated into the work, SP-56 per the Plans, the Standard Specifications, these Special Provisions, as directed by the Engineer, and shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. Cost of compaction testing ordered by the Engineer shall be paid for in the following manner: 1. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from this Contract. The Contractor shall pay the price at the same rate that the CITY is charged by the testing soils lab. 2. Tests which do meet the required relative compaction shall be paid for by the CITY. SP-57 SECTION 14 14-A ASPHALT CONCRETE 14-A.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 or more layers, 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. 14-A.1.02 PAVEMENT REPAIR -- shall comply with the requirements for "ASPHALT CONCRETE," and "AGGREGATE BASE," as specified herein, as shown on the Plans and where directed by the Engineer. The existing localized portions of failed pavement structural section, as shown on the Plans and when directed by the Engineer, shall be completely removed (remove Asphalt concrete pavement to reach underlying aggregate base material/ structural section material). Per the Plans, where removals are in an area that is to be milled, the removals are to be done after milling operations, and shall provide for a minimum placement of 2-1/2" of asphalt pavement once underlying sub base or subgrade is compacted to 95% relative compaction. For pavement structural section removals outside of the areas to be overlaid or capped, removals shall allow for the placement of a minimum of 4" of asphalt concrete pavement over 95% relative compacted sub base or subgrade. Asphalt pavement may be removed by sawcutting and removal of the existing pavement section, or by milling, as per Plan and as approved and directed by the Engineer. Pavement repair work is not specifically marked out on the plans, other than notes depicting the work to be done in relative total square footage area, as directed by the Engineer. Removal and repair work on Irvington Avenue includes the entire project limits, from Olive Avenue to Pine Avenue, even though the overlay limits are only from Olive Avenue to southerly of Laura Lane. Backfill for trenching under the traveled way shall be compacted to a relative compaction of a minimum of 95% per City Standard Plan No. 310. Aggregate base, crushed, where specified on the Plans or as directed by the Engineer, shall comply with requirements of Section 200-2, "Untreated Base Materials," and Section 301-2, "Untreated Base," of the Standard Specifications and these Special Provisions, for crushed aggregate base. Crushed rock for aggregate base shall be 3/4-inch. SP-58 14-A.1.03 CRACK SEALING (ASPHALT CONCRETE PAVEMENT) -- within each roadway's Project limits, all longitudinal and transverse cracks wider than 1/4" shall be cleaned and sealed with a hot-applied rubberized asphalt sealant, prior to placement of Asphalt concrete pavement overlay, or slurry seal, as appropriate. The Engineer shall have the final determination as to which cracks shall be sealed. Crack sealing shall not take place until after all milling/ planing operations for the roadway have been completed. With each delivery of crack treatment material to the job site, submit: 1. Manufacturer's name 2. Production location 3. Product brand or trade name 4. Product designation 5. Crack treatment trade name 6. Batch or lot number 7. Maximum heating temperature Crack treatment material must be delivered to the job site premixed in cardboard containers with meltable inclusion liners or in a fully meltable package. Heat hot-applied crack treatment material in compliance with the manufacturer's instructions. Comply with the manufacturer's application instructions. The crack sealing material shall be rubberized crack seal by "Crafco," or Engineer- approved equal. The entire limits of the roadway shall be machine swept within 24 hours prior to crack treatment. Vegetation removal prior to crack cleaning shall be as specified in"CLEARING AND GRUBBING" of these Special Provisions. Cracks must be cleaned out and dry before treating. Before treating,blast cracks with oil-free compressed air at a pressure of at least 90 psi. If the pavement temperature is below 40 °F or if there is evidence of moisture in the crack, use a hot air lance immediately before applying crack treatment. The hot air lance must not apply flame directly on the pavement. Cracks greater than 1/4" 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. If after 2 days the crack treatment is more than 1/4 inch below the specified level,the sealant fails, or the crack re-opens, re-treat the crack. Cracks greater than 1-1/2" wide shall be cleaned full depth by routing and blowing operations. A tack coat must be applied to the edges and then the crack is filled with a fine asphalt concrete hot mix approved for skin patch and compacted level with the top of the adjacent pavement. SP-59 Immediately remove crack treatment material spilled or deposited on the pavement surface. Before opening to traffic, apply sand or the manufacturer's recommended detackifying agent to tacky crack treatment material within the traveled way. Sweep excess sand before opening to traffic. Sand applied to tacky crack treatment material must be clean, free of clay, and comply with: Sand Gradation Sieve Size Percent Passing No. 4 100 _ No. 50 0 - 30 No. 200 0 - 5 14-A.1.04 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-A.1.05 ASPHALT CONCRETE DIKE -- AC Dike shall be shaped and compacted with an extrusion machine or other equipment capable of shaping and compacting the material to the required cross section, and shall be placed in accordance with the Plans, these Special Provisions, and as directed by the Engineer. In advance of placing AC Dike on asphalt concrete pavement, the pavement surface shall be broom cleaned of all loose material and a tack coat shall be applied. The tack coat shall be in accordance with Section 302-5.4, "Tack Coat," of the Standard Specifications. "ASPHALT CONCRETE DIKE" will be paid for at the Contract unit bid price per Lineal Foot. Said price shall constitute full compensation for placing materials required to complete the dike, including asphalt concrete, cleaning of the asphalt surfacing, applying tack coat and for all labor, equipment,tools and incidentals. 14-A.1.06 ADJUST UTILITY FRAME AND COVER, AND WATER VALVE COVER, TO GRADE -- Adjusting utility 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 UTILITY FRAME AND COVER TO GRADE" of these Special Provisions, and as directed by the Engineer. SP-60 Adjusting water valve covers 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, "Adjustment of Manhole Frame and Cover Sets to Grade," 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. 14-A.1.07 ADJUST NON-CITY UTILITY FRAME AND COVER/VAULT -- Adjusting non-city utility frame and cover/ vault frames and covers to grade after completion of paving shall be performed by others. 14-A.1.08 SOIL STERILANT -- The Contractor shall submit a proposal for a pre- emergent herbicide soil sterilant, with dye, and approved for use in California, to the Engineer for review and approval. The Contractor shall provide proof of registration for use in California which can be verified by accessing the California Department of Pesticide Regulation website at: http://www.cdpr.ca.gov/does/labe111abe1que.htm#regprods Review and approval by the Engineer of the soil sterilant to be used on this Contract is for administration purposes only and does not relieve the Contractor from responsibility for providing and applying a suitable State registered soil sterilant in quantities and rates sufficient for its intended purpose. Contractor shall apply soil sterilant using spray equipment that provides good mechanical agitation and even coverage of the area to be treated. Spray equipment shall be calibrated before material is applied. The Engineer shall be the sole evaluator of the effectiveness of the spray equipment before and during sterilant application, and the Engineer's decision concerning the use of the equipment on this Contract shall be fmal. If in the opinion of the Engineer, the sterilant applicator and application is not sufficient for the job, the Contractor shall immediately adjust, repair, or replace the spray equipment (and/or rate of application) to the satisfaction of the Engineer and at the Contractor's expense. Contractor shall apply soil sterilant to the area(s) to be covered by asphalt concrete pavement, as shown on the plans, or as directed by the Engineer. Soil sterilant shall be applied at the rate specified by the manufacturer for the intended purpose, and repeated, as necessary, as recommended by the manufacturer. Great care shall be taken to apply soil sterilant to the designated areas only. Asphalt concrete may only be placed after proper application and placement of soil sterilant and only as recommended by the manufacturer. It should be noted that some SP-61 manufacturers require more than one soil sterilant application separated by a specific time period to be effective. The dye shall not stain concrete or masonry where visible. Full compensation for conforming to the requirements of Soil Sterilant shall be considered as included in Contract bid price paid for the various items of work involved and no additional compensation will be allowed therefor. 14-A.1.09 PAYMENT -- The Contract unit bid price paid per Ton for "CONSTRUCT ASPHALT CONCRETE PAVEMENT," "CONSTRUCT ASPHALT CONCRETE PAVEMENT OVERLAY," and "CONSTRUCT VARIABLE THICKNESS ASPHALT CONCRETE PAVEMENT OVERLAY,"thickness per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in furnishing, placing and compacting pavement material, within the existing roadway, for the roadway widening on Irvington Avenue, and for the Asphalt Concrete portions of the driveway approaches on Irvington Avenue, sweeping roadway prior to crack treatment, cleaning out all cracks, furnishing and installing crack sealing, furnishing, placement and compaction of asphalt concrete for filling cracks greater than 1 '/2" width, sand for tackifying operations, sweeping excess sand, tack coat, adjustment of utility frames and covers to grade, as required, replacing survey markers in new pavement, forms, formwork and its disposal, all 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 Contract unit bid price paid per Square Foot for "PAVEMENT REPAIR," Asphalt concrete pavement thickness per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in furnishing, placing and compacting pavement material, sweeping roadway prior to crack treatment, cleaning out all cracks, furnishing and installing crack sealing sand for tackifying operations, sweeping excess sand, tack coat, adjustment of utility frames and covers to grade, sawcutting and removing, or milling and removing existing Asphalt concrete pavement structural section as required, disposal of removed materials, scarifying, placing and compacting existing or contractor supplied underlying base or subgrade materials to bring subgrade/ sub base to grade to support new pavement placement, replacing survey markers in new pavement, all 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 Contract unit price paid per Linear Foot for "CONSTRUCT ASPHALT CONCRETE DIKE," Type per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved, including saw cut and removal of existing asphalt concrete pavement and roadway shoulder, compaction of underlying materials, providing suitable replacement material if underlying material cannot be compacted to achieve 95% relative compaction, cleaning of the asphalt surfacing, applying tack coat and furnishing Asphalt concrete, all for forming and placing the asphalt concrete dike and SP-62 supporting pad, complete in place, per the Plans, the Standard Specifications, these Special Provisions, and no additional compensation will be allowed therefor. Cost of compaction testing ordered by the Engineer shall be paid for in the following manner: 1. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from this Contract. The Contractor shall pay the price at the same rate that the CITY is charged by the testing soils lab. 2. Tests which do meet the required relative compaction shall be paid for by the CITY. Adjusting water valve enclosures to grade following the Contractor's paving operations shall be considered as included in the Contract unit bid price paid per Each for "ADJUST EXISTING WATER VALVE COVER TO GRADE", and no additional compensation will be allowed therefor. SP-63 14-B MICRO-GRIND EXISTING ASPHALT OR CONCRETE SURFACES 14-B.1.01 GENERAL -- This work shall consist of micro-grinding existing Asphalt concrete and Portland cement concrete surfaces when directed by the Engineer. Although identified per the plans,the work could occur on any or all roadways within this Contract. In general, areas to be micro-ground, when directed by the Engineer, includes: • longitudinal and transverse joints, to smooth out raised Asphalt concrete at existing pavement joints; • along spot and longitudinal locations within existing curb and gutter, to ensure unimpeded gravity drainage; • spot locations in the existing roadway, to smooth out surface discontinuities; • spot locations at existing sidewalk, to ensure trip and fall hazards are removed; and • elsewhere as directed by the Engineer. Grinding equipment for micro-grinding Asphalt concrete and Portland cement concrete surfaces shall use diamond or tungsten carbide blades mounted on a self-propelled machine designed for grinding and texturing asphalt and concrete surfaces. Micro-grinding equipment that causes raveling, aggregate fracturing, or spalling, or that damages the transverse or longitudinal pavement joints shall not be used. Micro-grinding Asphalt and Portland cement concrete surfaces shall result in a parallel corduroy texture consisting of grooves 0.08-inch to 0.12-inch wide with 55 grooves to 60 grooves per foot width of micro-grinding. Tops of ridges shall be between 0.06-inch and 0.08-inch from the bottom of the blade grooves. It shall be the Engineer's decision as to which locations shall be micro-ground. The ground surface at transverse joints or cracks will be tested with a 12-foot ±2-1/2 inches long straightedge laid on the pavement parallel with the centerline with its midpoint at the joint or crack. The surface shall not vary by more than 0.01-foot from the lower edge of the straightedge. Cross-slope uniformity and positive drainage shall be maintained across the entire traveled way and shoulder. The cross-slope shall be uniform so that when tested with a 12-foot ±2-1/2 inches long straightedge placed perpendicular to the centerline, the ground pavement surface shall not vary more than 1/4 inch from the lower edge of the straightedge. Crack sealing where required per the Plans and these Special Provisions shall be completed subsequent to micro-grinding operations. SP-64 Micro-grinding shall begin and end at lines parallel or normal, as appropriate, to the pavement centerline within the Project limits. Passes of the grinding head shall not overlap more than 1-inch. If multiple passes of the micro-grinding equipment are required, the area will only be considered for payment once. The Contractor shall remove and dispose of all residues from micro-ground surfaces in a manner and at a location to satisfy environmental regulations. Residue will not be allowed to encroach into open lanes or enter into closed drainage systems. 14-B.1.02 MEASUREMENT -- Micro-grinding of Asphalt concrete and Portland cement concrete surfaces will be measured by the Square Foot. The measurement will be the final textured surface area regardless of the number of passes required to achieve acceptable results. 14-B.1.03 PAYMENT -- The Contract unit price paid per Square Foot for "MICRO- GRIND EXISTING ASPHALT OR CONCRETE SURFACES," shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in micro-grinding various Asphalt concrete or Portland cement concrete surfaces, including hauling and disposal of grinding residue, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-65 SECTION 15 15-1 UNTREATED BASE (PATCHING& FLATWORK) 15-1.01 GENERAL -- Untreated Base shall comply with requirements of Section 200-2, "Untreated Base Materials," and Section 301-2, "Untreated Base," of the Standard Specifications and these Special Provisions. Untreated base shall be used where directed by the Engineer to correct a subsurface problem. Delete Section 301-2.4, "Measurement and Payment," of the Standard Specifications, and substitute the following: Full compensation for "UNTREATED BASE (PATCHING & FLATWORK)," per Bid Schedule, shall include but not be limited to furnishing all the materials required under all Asphalt concrete pavement and other flatwork in the Project, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, shall be considered as included in the Contract unit bid price per Ton, and no additional compensation will be allowed therefor. The quantity set forth in the bid item for UNTREATED BASE (PATCHING & FLATWORK), per Bid Schedule, is an anticipated amount only to establish a unit price. No adjustment in compensation will be made in the Contract unit bid price for UNTREATED BASE (PATCHING & FLATWORK), regardless of the amount or reason for the increase or decrease in the quantity of these items required. The provisions in Section 3-2, "Changes Initiated by the Agency," of the Standard Specifications, shall not apply to the item of UNTREATED BASE (PATCHING& FLATWORK). Cost of compaction testing ordered by the Engineer shall be paid for in the following manner: 1. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from this Contract. The Contractor shall pay the price at the same rate that the CITY is charged by the testing soils lab. 2. Tests which do meet the required relative compaction shall be paid for by the CITY. SP-66 SECTION 16 16-A PORTLAND CEMENT CONCRETE 16-A.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, CITY Standard Plans, SPPWC Standard Plans, CALTRANS Standard Special Provisions and Plans, these Special Provisions, and as directed by the Engineer. In the course of the work, Contractor will be removing existing roadway features as well as resident-owned hardscape and landscape and irrigation works. Contractor is to re-establish irrigation works and any hardscape damaged by Contractor forces beyond the limits of the work so that the irrigation works remain functional and hardscape is joined to the new work. Add the following to Subsection 201-1.1.1, "GENERAL," of the Standard Specifications: Portland cement concrete for all flatwork shall be Class 560-C-3250, with a maximum slump of four inches (4"), except that Contractor may substitute Class 520-C-2500 for sidewalk work only. 16-A.1.02 PCC CURB & GUTTER -- Portland cement concrete curb and gutter shall be constructed in accordance with CITY Standard Plan 200, Type `B", per Plan, and as directed by the Engineer. 16-A.1.03 PCC CROSS GUTTER -- Portland cement concrete cross gutter, 72" wide, or portion thereof, and curb and spandrels, shall be constructed in accordance with CITY Standard Plan 201, per Plan and as directed by the Engineer. Pavement replaced to accommodate placement of the new PCC cross gutter as per plan shall be paid separate under PAVEMENT REPAIR of these Special Provisions. 16-A.1.04 PCC SIDEWALK -- Portland cement concrete sidewalk shall be constructed in accordance with the CITY Standard Plan 202, Case "A" or Case `B", per Plan, and as directed by the Engineer. PCC sidewalk shall have the same surface pattern or scoring as per the adjacent panels. 16-A.1.05 PCC ADA BYPASS -- Portland cement concrete ADA Bypass shall be constructed in accordance with modified CITY Standard Plan 203, per Plan, and as directed by the Engineer. Per the Plans,ADA Bypass may be constructed as a bypass to an existing driveway SP-67 approach (joining with but not replacing the driveway approach), or as a bypass to existing above ground obstructions (such as at utility poles, traffic sign posts, etc.). PCC ADA Bypass shall provide a minimum of 48" in width between above ground obstructions, unless otherwise directed by the Engineer. Relocation and restoration of existing irrigation works, relocation and restoration of minor fencing, etc. needed to accommodate PCC ADA bypass shall also be included in this work item. 16-A.1.06 PCC RESIDENTIAL DRIVEWAY -- Portland cement concrete residential driveway shall be constructed in accordance with SPPWC Standard Plan 113-2, as modified per the Plans, and as directed by the Engineer. The driveway shall be constructed of 4" thick Portland cement concrete. 16-A.1.07 VARIABLE HEIGHT PCC CURB -- Variable Height Portland cement concrete curb shall be constructed in accordance with SPPWC Standard Plan 120-2, as modified per the Plans, and as directed by the Engineer. The curb height shall be a maximum of 6" high, and shall be constructed as part of a monolithic pour with the adjacent PCC residential driveway. 16-A.1.08 PCC CURB RAMP -- Portland cement concrete curb ramp shall be constructed in accordance with CALTRANS Standard Plan A88A, 2010 Edition, per Plan, and as directed by the Engineer. This work item includes grinding and disposal of all or portions of existing PCC curb, to accommodate construction of a PCC curb ramp, where noted on the Plans, or the removal and construction of depressed PCC curb and gutter, in lieu of grinding existing PCC curb and gutter. The above-referenced Standard Plans are included in the APPENDIX and made a part of these Special Provisions by reference. 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 to verify ramp-type selection and geometrics, with concurrence from the Engineer, at every curb ramp location, before proceeding to remove existing improvements. No removals shall be done until it has been determined by the Contractor that a curb ramp can be installed that will meet all ADA requirements and CALTRANS Standard Plan Nos. A88A. Corner record transit ties shall be performed and recorded prior to existing removals. The Contractor shall be responsible for modifying traffic signal and highway lighting conduit and conductors when adjusting pull boxes in curb ramp areas. Adjustments to pull boxes may be adjusting to grade, or translational (relocations) within the allowable conduit slack for each interfering pull box. Contractor shall be responsible for replacement of any pull boxes and/or pull box covers damaged prior to and/or during construction. Contractor shall also protect in place all utility poles, traffic signal poles and their foundations, pole mounted traffic signal pushbuttons and their foundations, and traffic signal controller boxes and their foundations, SP-68 including forming concrete surrounding their foundations, when such foundations are within the area of placement of a new access ramp. 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. Grading required to meet the lines and grades for placement of Portland cement concrete shall be as required in Unclassified Excavation and Unclassified Fill elsewhere within these Special Provisions. 16-A.1.09 MODIFY EXISTING CURB RAMP -- Where noted on Plans, Contractor shall grind the lip at the bottom of existing curb ramps, flush with the existing PCC gutter flow line, for the full 4' width of the bottom of the ramp, and install minimum 3' X 4' detectable warning surface pads per CALTRANS Standard Plan A88A, the Plans, these Special Provisions, and as directed by the Engineer. It is the Contractor's responsibility to verify that the existing curb ramp can be modified to meet current ADA requirements, prior to initiating work on the existing curb ramps. There will be no payment of any kind for modified curb ramps that do not meet current ADA Standards and CALTRANS Standard Plan A88A. 16-A.1.10 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-A.1.11 PAYMENT -- The Contract unit bid price paid per Linear Foot for "PCC CURB AND GUTTER," and "VARIABLE HEIGHT PCC CURB," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in constructing Portland cement concrete curb and gutter, and variable height PCC curb, any unclassified excavation and/or unclassified fill, furnishing and placing Portland cement concrete, complete in place to meet existing, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-69 The Contract unit bid price paid per Each for "PCC CURB RAMP," "PCC CROSS GUTTER WITH SPANDRELS," and "PORTION OF PCC CROSS GUTTER," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in constructing Portland cement concrete curb ramps, cross gutter and appurtenant spandrels and curb, and alley approach intersections including saw cutting and removal of existing concrete, grinding and disposing of all or of portions of existing PCC curb to accommodate curb ramps, or the removal and construction of depressed PCC curb and gutter, in lieu of grinding existing PCC curb and gutter, adjusting water valves and traffic pull boxes to grade, restoring irrigation system, any unclassified excavation and/or unclassified fill, furnishing and placing Portland cement concrete, complete in place to meet existing, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. The Lump Sum Contract unit bid price paid for "PORTION OF PCC CROSS GUTTER," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in constructing the portion of Portland cement concrete cross gutter and appurtenant spandrels including saw cutting and removal of existing concrete, adjusting water valves and traffic pull boxes to grade, furnishing and placing Portland cement concrete, complete in place to meet existing, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. The Contract unit bid price paid per Square Foot for "PCC SIDEWALK," "PCC ADA BYPASS," and "PCC RESIDENTIAL DRIVEWAY," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in constructing Portland cement concrete sidewalk, residential driveway, and ADA bypass, including saw cutting and removing existing concrete, adjusting water valves and traffic pull boxes to grade, restoring irrigation system, performing unclassified excavation and unclassified fill, asphalt concrete repair, minor existing fencing removal/relocation/restoration, if required, furnishing and placing Portland cement concrete, per the Plans, the CITY Standard Plans, Standard Specifications, SPPWC Standard Plans, CALTRANS Standard Plans and CALTRANS Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. The Contract unit bid price paid per Each for "MODIFY EXISTING CURB RAMP," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved, including grinding the lip of existing curb ramp and disposal of existing concrete, furnishing and installing detectable warning surface, complete in place, per the Plans, the CALTRANS Standard Plans, the CALTRANS 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 anv kind for any new or modified curb ramps that do not meet current ADA Standards and the CALTRANS Standard Plan No. A88A. SP-70 Asphalt concrete that is used to fill the voids remaining after the Contractor's PCC work operations (the area that is left after removing concrete forms from gutter, curbs, cross gutters, spandrels, driveway approaches, etc.) shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. The cost to re-establish irrigation works and any hardscape impacted or damaged by Contractor forces beyond the limits of the work is to be included in the various Contract items of work involved and no additional compensation is to be allowed therefor. SP-71 SECTION 17 17-1 COLD MILLING 17-1.01 GENERAL -- Cold milling operations shall be performed in accordance with Section 300-1.3, "Removal and Disposal of Materials," and Section 302-1, "Cold Milling of Existing Pavement," of the Standard Specifications and these Special Provisions. Existing asphalt concrete shall be milled at the locations 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 fmal 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 Foot, or the Linear Foot, as per Bid Schedule. 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(s), Contractor shall crack seal the entire roadway as per Section 14-A, ASPHALT CONCRETE," of these Special Provisions. Further, Contractor shall tack coat and pave/overlay the street with new pavement within 72 hours of completion of cold milling operations, or as otherwise directed by the Engineer. Payment for Crack Sealing for all roadways in this Contract shall be per Section 14-A, "ASPHALT CONCRETE," of these Special Provisions. 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. SP-72 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 Foot for "COLD MILL HEADER CUT," depth and width per Plan, per Bid Schedule, 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 header cuts in 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. The Contract bid price paid per Linear Foot for "COLD MILL WEDGE CUT," depth and width per Plan, per Bid Schedule, 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 wedge cuts in existing asphalt concrete surfacing, variable depth and section widths per the Plans, 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 Foot for "COLD MILL HEADER CUT," or per Linear Foot for "COLD MILL WEDGE CUT," per Bid Schedule for Asphalt concrete pavement and no additional compensation will be allowed therefor. SP-73 SECTION 18 THROUGH 19 BLANK SP-74 SECTION 20 20-1 THERMOPLASTIC TRAFFIC STRIPING, PAVEMENT MARKING,AND RAISED PAVEMENT MARKERS, REFLECTORIZED 20-1.01 GENERAL - The application of traffic striping, pavement markings and raised pavement markers shall conform to the requirements of Section 210-1.6, "Paint for Traffic Striping, Pavement Marking, and Curb Marking," Section 214, "Pavement Markers," Section 310-5.6, "Painting Traffic Striping, 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. Thermoplastic traffic stripes and pavement markings shall be placed a minimum of 6 working days after paving is completed. Raised pavement markers (RPMs), reflectorized, 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 elsewhere within these Special Provisions, 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. 20-1.02 PAYMENT - The Contract Lump Sum bid price paid for "THERMOPLASTIC TRAFFIC STRIPING AND RAISED PAVEMENT MARKERS, REFLECTORIZED," per Bid Schedule, shall include full compensation for furnishing all equipment and materials, and for doing all work involved in the application of thermoplastic pavement traffic striping and raised pavement markers (RPM) per the Plans, the CALTRANS Standard Plans and the latest edition of the California Manual on Uniform Traffic Control Devices (CA MUTCD) Figures, the CALTRANS Standard Specifications, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-75 SECTION 21 THROUGH SECTION 22 BLANK SP-76 SECTION 23 23-1 ROADSIDE SIGNS AND POSTS 23-1.01 GENERAL -- Relocation and new installation of roadside signs and posts, installed at the locations shown on the Plans or where directed by the Engineer, shall conform to the Standard Specifications, the California Manual on Uniform Traffic Control Devices (MUTCD), and these Special Provisions. Roadside signs on single post, shall be installed in accordance with the CITY's Standard Drawing No. 504, and as directed by the Engineer. "STOP" (R1-1) "NO PARKING ANY TIME" (R26) "BIKE LANE" (R81) Any other signs in the Project per the Plans or as directed by the Engineer. 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. The Contractor shall obtain approval from the Engineer regarding type of material and required installation prior to placement of any sign posts. New installation shall not impede into required ADA access distance around obstacles. A minimum clearance of 48" shall be maintained. 23-1.02 PAYMENT - The Contract unit bid price paid per Each for "ROADSIDE SIGN(S) ON POST," or, "RELOCATE SIGN AND POST," per Bid Schedule, shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for doing all the work involved in installing new and/or relocating roadside signs on single posts, all complete in place, per the Plans, as specified in the Standard Specifications, the California MUTCD and these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-77 SECTION 24 BLANK SP-78 SECTION 25 25-1 ADJUSTMENT OF WATER FACILITIES 25-1.01 GENERAL - Adjustment of water meter boxes and water valve covers shall be in accordance with the Plans, these Special Provisions and as directed by the Engineer. In general, the work includes the adjustment of water meter boxes and water valve covers that may exist in the Project area. The Contractor shall notify the owner of the water facility a minimum of seven days prior to beginning work that will affect the water line system. The word "Water Department" shall mean the City of San Bernardino Municipal Water Department or the East Valley Water District, depending on the area of construction. The words "Directed, Required, Permitted, Ordered, Designated, Prescribed by the Water Department", or words of like importance, used in Specifications or upon the drawings, shall be understood to mean that the direction, requirement, permission, order, designation, or prescription of the Engineer is intended, and similarly, the words "Approved, Acceptable, Satisfactory by the Water Department", or words of like importance, shall mean approved by or acceptable to, or satisfactory to the Engineer, unless otherwise expressly stated. The word "Engineer" shall mean a Civil Engineer registered as such in the State of California and employed by the Water Department, acting either directly or through designated and properly authorized agents, assistants, and inspectors. The word "Contractor" shall mean the person, persons, partnership or corporation duly licensed as such in the State of California to enter into a Contract for the performance of the work required. The words "Or Approved Equal" shall mean a product that meets all A.W.W.A. specifications and has been approved for use in the City of San Bernardino's domestic water system by the Municipal Water Department or the East Valley Water District. SP-79 25-1.02 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 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 licenses 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. 25-1.03 CAL-OSHA SAFETY CODE - All work shall be done in a manner that complies with all CAL-OSHA Title 8 - Safety Codes. 25-1.04 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. 25-1.05 MAINTENANCE OF EXISTING IMPROVEMENTS - Unless otherwise indicated in the Plans or these Special Provisions, 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. 25-1.06 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-80 25-1.07 PAVEMENT REPLACEMENT - When 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, 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 pavement. All paving shall be inspected by the Engineer. 25-1.08 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. 25-1.09 PAYMENT -- The Contract unit bid price paid per Each for "ADJUST EXISTING WATER VALVE COVER TO GRADE," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in adjusting water valve covers 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 Specifications, shall not apply to adjusting water valve enclosure and covers, and no adjustment shall, therefore, be made in the Contract unit bid prices for increased or decreased quantities of adjusting utility facilities. SP-81 SECTIONS 26 THROUGH 38 BLANK SP-82 SECTION 39 39-1 HYDROSEED AREAS ALONG IRVINGTON WIDENING 39-1.01 GENERAL -- This work includes removing and disposing of weeds and applying erosion control materials including seed, fiber, commercial fertilizer, organic fertilizer, straw, and tackifier, to the graded earthen areas along the widening sections on Irvington Avenue near Olive Avenue. All work shall comply with Section 20-3, "Erosion Control," of the CALTRANS Standard Specifications, and these Special Provisions. When notified by the Engineer that an area is ready to receive hydroseed materials, start hydroseed work within 5 business days of Engineer's notification to perform the work. The Engineer will designate the ground locations of hydroseed areas by directing the placing of stakes or other suitable markers. Contractor shall furnish all tools, labor, materials, and transportation required to adequately mark hydroseed locations. 39-1.02 MATERIALS -- The hydroseed mix shall be composed of seed, fiber, commercial fertilizer, organic fertilizer, straw, and tackifier, and shall be submitted to the Engineer for approval prior to installation. The seed mix shall be composed of a local native seed mix, commercially available, as approved by the Engineer. Seed must contain at most 1.0 percent total weed seed by weight. Contractor shall provide the Engineer a glassine-lined bag and custody seal tag for each seed lot sample. Contractor shall submit his proposed Commercial fertilizer to the Engineer for approval prior to mixing of the hydroseed. Organic fertilizer must be a pelleted or granular form, and must be one of the following: Organic Fertilizer Products Guaranteed Chemical Analysis Company (N-P-K) (%) Biosol Mix® - Granular 7-2-3 Rocky Mountains Bioproducts Edwards, CO Fertil-FibersTM 6-4-1 Quattro Environmental Coronado, CA Sustane® 5-2-4 Natural Fertilizer of America Cannon Falls, MN Approved Eq al (N) 5 to 7; (P) 1 to 5; (K) 2 to 10 'Approved equal must be within ranges for N-P-K. The cumulative (N)release rate must be no more than 70 percent the first 70 days after incubation (86° F); 100 percent at 350 days or more. SP-83 Straw must be wheat,barley, wheat and barley, or rice. Wheat and barley straw must be derived from irrigated crops. Straw must be free of plastic, glass, metal, rocks, and refuse or other deleterious material. Tackifier must be Guar (plant based), Psyllium (plant based), Starch (plant based), or Polymeric emulsion blend. Tackifier must be nonflammable, nontoxic to aquatic organisms, free from growth or germination inhibiting factors, and either a plant-based product or a polymeric-emulsion blend. Tackifier classified as a plant-based product must be a natural high molecular weight polysaccharide, high viscosity hydrocolloid that is miscible in water, functional for at least 180 days and labeled as either guar, psyllium, or starch. Guar must be derived from the ground endosperm of the guar plant, cyanmopsis tetragonolobus, treated with dispersant agents for easy mixing, and able to be diluted at the rate of 1 to 5 pounds per 100 gallons of water. Psyllium must be made of the finely ground muciloid coating of plantago ovata or plantago ispaghula seeds, and able to dry and form a firm but re-wettable membrane. Starch must be nonionic, water-soluble granular material derived from corn, potato, or other plant-based source. Tackifier classified as polymeric emulsion blend must be of liquid or dry powder formulation, anionic with a residual monomer content that is at most 0.05 percent by weigh, functional for at least 180 days, and prepackaged product labeled as containing 1) Acrylic copolymers and polymers; 2) Polymers of methacrylates and acrylates; 3 Copolymers of sodium acrylates and acrylamides; 4) Polyacrylamide (PAM) and copolymer of acrylamide; or 5) Hydrocolloid polymers, as the primary active ingredient of the polymeric emulsion blend. Fiber must be wood, cellulose, alternate, or any combination of wood, cellulose, or alternate. Fiber must be free from lead paint, printing ink, varnish, petroleum products, seed germination inhibitors, or chlorine bleach, free from synthetic or plastic materials, and at most 7 percent ash. Wood fiber must be long strand, whole wood fibers, thermo-mechanically processed from clean, whole wood chips, not made from sawdust, cardboard, paper, or paper byproducts, at least 25 percent of fibers 3/8 inch long, and at least 40 percent held on a No. 25 sieve. Cellulose fiber must be made from natural or recycled pulp fiber, such as wood chips, sawdust, newsprint, chipboard, corrugated cardboard, or a combination of these materials. SP-84 Alternate fiber must be long strand, whole natural fibers made from clean straw, cotton, corn, or other natural feed stock, at least 25 percent of fibers 3/8 inch long, at least 40 percent held on a No. 25 sieve. Use a biodegradable,nontoxic coloring agent free from copper, mercury, and arsenic. 39-1.03 CONSTRUCTION -- Immediately before applying seed to hydroseed areas, remove trash and debris and weeds. Removed materials must be disposed of in conformance with"CLEARING AND GRUBBING" of these Special Specifications. Apply hydroseed materials in accordance with manufacturer's recommendations, as approved by the Engineer. The Engineer may change the rates of hydroseed materials to meet field conditions. For any area where hydroseed materials are to be applied, the application of all hydroseed materials for that area must be completed within 72 hours from when the first materials were applied. 39-1.04 PAYMENT -- The Contract Lump Sum price paid for "HYDROSEED AREAS ALONG IRVINGTON WIDENING," includes full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in hydroseeding all graded slopes within the Irvington Avenue widening portion of the Contract, complete in place, as shown on the Plans, as specified in the Standard Specifications and these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-85 SECTIONS 40 THROUGH 45 BLANK SP-86 SECTION 46 46-1 ADJUST UTILITY FRAME AND COVER TO GRADE 46-1.01 GENERAL -- Adjusting utility frame and cover 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 frame and cover 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 COVER/ VAULT FRAME AND COVER -- Adjusting non-city utility cover/ vault frame and cover to grade after completion of paving shall be performed by others. 46-1.03 PAYMENT -- Full compensation for providing all materiald, tools and equipment, and for doing all the work involved in adjusting utility frame and cover 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 involved, 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 utility frame and cover and no adjustment shall, therefor, be made in the Contract bid unit prices for increased or decreased quantities of adjusting utility facilities. SP-87 SECTION 47 THROUGH SECTION 49 BLANK SP-88 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 pavement) including, but not limited to curbs, gutters, cross gutters, spandrels, driveways and driveway approaches, ADA bypass 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 Plans. The removal and restoration of existing improvements shall be in accordance with the applicable provision of these Special Provisions, the Standard Specifications, Standard Drawings 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, where noted on the plans, 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. SP-89 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 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. 8. Removal, salvage and reinstallation, of existing signs and posts, mailboxes and other surface culture, as directed by the Engineer. Unless otherwise specified, all excess excavation or removed materials shall become the property of the Contractor and shall be disposed of by him away from the site of work. 50-1.02 PAYMENT - Full compensation for conforming to the requirements of this Section, not otherwise provided for, shall be considered as included in the prices paid for the various Contract bid items of work involved, and no additional compensation will be allowed therefor. SP-90 SECTION 51 51-1 CONSTRUCTION INFORMATION SIGN 51-1.01 GENERAL - Construction information signs shall be furnished, installed, maintained, and removed when no longer required. Contractor shall provide and erect construction information signs at the locations noted in the Plans or as otherwise approved by the Engineer. Signs shall be furnished by the Contractor, and shall be labeled as shown on the mockup within the Appendix of these Special Provisions, or as directed by the Engineer. Construction information signs shall be erected five (5) working days before begin of work. Construction information signs shall be 4' x 8' in size, with two (2) 6" x 6" x 16' posts. The sign posts shall be set 5' into good, solid ground, and the backfill shall be carefully tamped into place. Alternate sign post material may be proposed by the Contractor for Engineer review. Where placement upon (into) native ground is impracticable within CITY's street right of way (for example, such as through existing sidewalk), Contractor shall propose, for Engineer review/ approval, an alternate placement area (in street right of way), or method of placement (such as alternate base configuration for placement onto existing hardscape), such that underlying improvements are not damaged. Signs shall be fabricated with 0.080" thick clear anodized aluminum or an alternate material approved by the Engineer. The exposed portions of the fastening hardware on the face of the sign shall be painted using touchup enamel that matches the background. Signs shall have reflectorized white capital letters and 1" border line on standard state highway service signing blue acrylic enamel background that will last 3 to 5 years. Sign panels shall be bolted to the wood posts using the appropriate length of 3/8" bolts, and flat washers, nuts and jam nuts. Posts shall be constructed of heart grade redwood, heart grade Douglas fir, or an Engineer-approved equal. Signs shall have appropriate structural framing of a similar material attached to the reverse (back) side of the sign, to add rigidity to the sign in windy conditions. Messages on signs shall be standardized as much as possible. Contractor shall revise all misspellings and any other corrections on each sign at no extra cost to the CITY. Contractor shall have interchangeable street name, project limits, council member, Ward and date panels (as appropriate) such that the main sign remains in place during all stages of construction. If Contractor is ordered to revise the Mayor's name and/or council member's name(s) on the sign(s), after the construction information sign(s) has been approved by the Engineer, a Contract Change Order will be issued in accordance with Subsection 3-2, "Changes Initiated by the Agency," of the Standard Specifications, for the cost of changing names. SP-91 Signs shall be placed so that CITY sight distance standards are maintained. Upon completion of all stages of work, each construction information sign shall be removed and salvaged by the Contractor to the CITY Yard. The cost of construction information sign removal and delivery to the CITY's Yard shall be considered incidental to the other items of work and no separate or additional payment will be allowed therefor. Contractor shall notify the Engineer and the appropriate regional notification center for operators of subsurface installations at least 2 working days, but not more than 14 calendar days, prior to performing any excavation or other work close to any underground pipeline, conduit, duct, wire, or other structure. Regional notification centers include, but are not limited to the following: Notification Center Telephone Number Underground Service Alert(Southern CA) 1-800-227-2600 Excavation required to install construction information signs shall be performed by hand methods without the use of power equipment, except that power equipment may be used if it is determined there are no utility facilities in the area of the proposed post holes. 51-1.02 PAYMENT -- The Contract unit bid price paid per Each for "CONSTRUCTION INFORMATION SIGN" shall include full compensation for furnishing all labor, interchangeable street names, interchangeable dates, equipment, materials and tools required for performing all work necessary to furnish, paint, label, assemble, erect, and repair, replace and repaint damaged, vandalized or stolen signs, complete in place, and their removal at completion of the Project, and no separate or additional compensation will be allowed therefore. Payment will be based upon fifty percent(50%) at sign installation, and fifty percent(50%) at end of Project, following delivery of salvaged signs to CITY Yard. SP-92 SECTION 52 THROUGH SECTION 62 BLANK SP-93 APPENDIX CONSTRUCTION INFORMATION SIGN MOCKUP F 8' 1 4. City of San Bernardino 3 . ,. Street Improvemeriltp I I PROJECT NAME AND LIMITS 4' I I PROJECT BEGIN AND END DAT S I City Council I I 3' Ward 140 San Bernardino tuglic Works I I For Information: 0}}.384.7272 I I wvlrw.pbcity.org ■ fir. ifs 7' Jr.. . .. 1 - ..��= CI CIi F-'` CITY OF SAN BERNARDINO STANDARD DEPARTMENT OF PUBLIC WORKS--ENGINEERING NO. CONSTRUCTION INFORMATION SIGN A 1 OF 3 1. CONSTRUCTION INFORMATION SIGNS SHALL BE ERECTED FIVE (5) DAYS PRIOR TO START OF CONSTRUCTION. 2. SIGNS SHALL BE 4' X 8' IN SIZE. 3. SIGNS SHALL BE SECURELY MOUNTED ON (2) 4X4 POSTS. POSTS SHALL BE 16 FEET IN LENGTH AND CONSTRUCTED OF HEART GRADE REDWOOD, HEART GRADE DOUGLAS FIR, OR AN ENGINEER APPROVED EQUAL. SEE NOTE 11. 4. THE SIGN POSTS SHALL BE SET 6' INTO GOOD, SOLID GROUND, AND THE BACKFILL SHALL BE CAREFULLY TAMPED INTO PLACE. 5. SIGNS SHALL BE FABRICATED WITH 0.080" THICK CLEAR ANODIZED ALUMINUM OR AN ALTERNATE MATERIAL APPROVED BY THE ENGINEER. THE EXPOSED PORTIONS OF THE FASTENING HARDWARE ON THE FACE OF THE SIGN SHALL BE PAINTED USING TOUCHUP ENAMEL THAT MATCHES THE BACKGROUND. SIGNS SHALL HAVE REFLECTORIZED WHITE CAPITAL LETTERS AND 1" BORDER LINE ON STANDARD STATE HIGHWAY SERVICE SIGNING BLUE ACRYLIC ENAMEL BACKGROUND THAT WILL LAST 3 TO 5 YEARS. SIGN PANELS SHALL BE BOLTED TO THE WOOD POSTS USING THE APPROPRIATE LENGTH 3/8" BOLTS, AND FLAT WASHERS, NUTS AND JAM NUTS. 6. THE CONTRACTOR SHALL REVISE ALL MISSPELLINGS AND ANY OTHER CORRECTIONS ON EACH SIGN AT NO EXTRA COST TO THE CITY. 7. SIGNS SHALL BE PLACED SO THAT CITY SIGHT DISTANCE STANDARDS ARE MAINTAINED. 8. UPON COMPLETION OF ALL STAGES OF WORK, EACH CONSTRUCTION INFORMATION SIGN SHALL BE REMOVED AND SALVAGED TO THE CITY YARD. 9. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT 48 HOURS PRIOR TO START OF WORK. 10. EXCAVATION REQUIRED TO INSTALL CONSTRUCTION INFORMATION SIGNS SHALL BE PERFORMED BY HAND METHODS WITHOUT THE USE OF POWER EQUIPMENT, EXCEPT THAT POWER EQUIPMENT MAY BE USED IF IT IS DETERMINED THERE ARE NO UTILITY FACILITIES IN THE AREA OF THE PROPOSED POST HOLES. 11. THE CONTRACTOR MAY PROPOSE AN ALTERNATE METHOD OF SUPPORTING THE SIGN, SUBJECT TO THE APPROVAL OF THE ENGINEER. CITY OF SAN BERNARDINO STANDARD DEPARTMENT OF PUBLIC WORKS-ENGINEERING NO. CONSTRUCTION INFORMATION SIGN A 2 OF 3 ALL OTHER TEXT 2" HEIGHT — 1- z c n ti a) � 0 \v, C � M � _ -(° CD Z iv C__211_ __ _0__cp_§._ \\ c‘) E ... CI W ZZ L1- a) > Qo me c1 0 wa c C CL L- � Z co nL co E z W Lia vi.. 0 0 O w in o o >+ - O a in V Cl. co 0 \\ L - Z- --- O V c3 m CITY OF SAN BERNARDINO STANDARD DEPARTMENT OF PUBLIC WORKS-ENGINEERING NO. 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Al"• A ,►9 6 PLAN _ a i L I �0 CITY OF SAN BEQ R NAD1NO -PUBLIC WOtZFSS DEFT- CITY ENGI 4EEfZ. YEKRAL NOTES: 244° NOTE CONCRETE MUST SE AT LEAST 23~ G �� 55 SACK MIX(520-C-2500) CURING COMPOUND - �8a .......8...-- N~ AND HOLD 2500 P8.1. IN SPRAYED UNIFORMLY ON ALL 4 POSED 28 DAYS. SURFACES PRIOR TO EVAPOR OP SURFACE ISATER. R• FLAT t EXPANSION JOINTS AT END • = RETURNS • STRUCTURES NO �' 3 PLANE JOINTS EVERY 10 FT. ¢ 0 OR AS INSTRUCTED. R'4 SLOPE p8 R� e • , 0.037 CU YO. 2 PER t/it/ f7 • e �� a • ti, . , 1. • • • • • • U► • S - e 4 O 1 . TYPE "B" P.C.C. CURB & GUTTER 2b1 /8" ii 4 3° FLAT? �R4 w • . R 1 • 0 /Pa - SLOPE 1=16 , Pgo. q M 0.&51 ca YD. •4:1 PER 1/A1 FT. • • NI • • d TYPE NCR P.C.C. CURB & GUTTER (LOCAL STREETS WHEN APPROVED BY THE ENGINEER) = /Or At he 24" "r- • ' / FL4TJ rjuilliiiiiiiii! • •- o • 0.03/ Ca.. YD. �`�( 'b ' °• _ PERL/Al FT •. ° O.06.7 Ca. YD. a - R L/N.FT ' • - A. PE • TYPICAL SECTION ' ROLLED CURB TYPE "A" IONLY FOR SPECIAL APPLICATIONS AS APPROVED BY THE CITY ENGINEER) P.C.C. CURB CITY OF SAN BERARDINO-PUBLIC WORKS DEPT. APPROVED= STANDARD Way TYPICAL SECTION- �7 1982. PLAN P. C.C. CURB & GUTTER CIT ENGI EER PRML55ABLE ALTE ATIYE 3• CUA'aAAEMA E. Q _ YYACCORD/HO� Y •111,4A/ —744 JP its . _ ITCONCRETE I (/ o A �� j'o1b' fsowd/4/0 i I I I �/3' /s t "A EXPANSAON JO/NT EXPANSION STRA/GHT GRADE —fIAW 4/1teer 4/ PLAN . OF CROSS GUTTER F/LI W/TNASPNALL7/C A. JO/N/ SEALERS Rs3 Amur . '17 4 : ►. STEET TROWEL RAJ/SN • :- i - • • ' - aw >� F' EXPANSION JOINT w /- NOTE STRA/6NT GRADE 8 Cd/C,PETE BETWEEN B C.R. 'S MAY BE ALTERED ON EXCESS/&'E SECTION "A-A" GRADES. 31#" - 301._ 4 R= w • '. w .D, oorrcvYo. SOO gyp.• _ • - 190• OER.L/A/•Fr • 36" P.C.C. CROSS GUTTER (LOCAL STREETS WHEN APPROVED BY THE ENGINEER) CITY OF SAN BERNARDINO-PUBLIC WORKS DEPT. APPROVED: STANDARD 36" 8a 7 2" CROSS GUTTER 448)/ Z7 I98& N 201 CITY ENGINEER , ' �1 PWAWP 1 .I .1.�I h : L VAMP/ES ial+ !e' ACAPE /PT maricsollurommisimmillsi I e rive. L Loairzw 3a M,u/ UTwTr T fNC// ivaweiveo iX.4(/E JO4vT CASE A" P,e'swo�PJCED shaemthe LOCATAOA/_ t saw i. VAR/ES 4'i/4 57 /eTE x6111." rw/Or71 LlJI011F6r041rl OrA.0 311AM..tee /101WAVWD w nv/s AREA K L CASE '5 MAY DE USED I.)/If/EN FA'ONTAGE /5 LESS TAi4N Ate'AND SAME .9EC7/ON £t'/575 &V 10T/I A/DES DP.1.0T. 1.)FOE MEAD OEr/AI16 ..4/DEH/AL.A S. — - -- - GENFeAL NOTES' 0 K 1)CcwrAr-E GaAs,-Am-C-row vj/` r.) 4* VWV PX4vF..dovr! To Isom,/ ------ Curd.hiWTAO DIRECTEDEr TAW FNehVF7P. 1 ti )COQ/iusOW,'V WO sN.acc se 41 PA»�EO 9revrEO uvh craw. I `/OED EXR EO 800510E9 "IOC TO roe E✓.4IPOPZ 4' OF .fo '.5*C?E..4fTEQ • $e F. CE TYP/CAL S/DEEi/4LK TRANS/770N CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. D STANDAKD ; . ,1983 PLAN SIDEWALK LOCATION ; ji; 2.0i.Y ci , a DRIVEWAY 6" MIN-1 PL� = _ - - A - - SCORING LNES MIN DEPTH i" - - — A"` /A A d d z d p m a e i ° • N °•g °I v •ri. EXP. JOINT. •°. .. ° e A: 4. q d . d . RIDGE 1,G( 1. jr ij As ° • . ° • RIDGE o <y Ii5 Q d 4 w Al 8 ,• d 4 N t!j J X=2'-6" FOR CURB IIII/MMINr ' - i• UNDER 10". X A I X X=3'-0" FOR CURB 1O" AND OVER. 6' 16' - 20' 1 6 - PLAN TOP OF CURB SAW CU T EXIST. -� S/W CURB & GUTTER IIIII GU TIER-/7 j % GRADE BOTTOM X OF CURB 6" 16' - 20" 6" CURB OPENING = W + 1'-O" ELEVATION NOTES: 1. CONCRETE CLASS 520-C-2500. 2. WEAKENED PLANE JOINTS TO MATCH CURB PL--JOINT AS DIRECTED BY THE ENGINEER. 3. CURING COMPOUND SHALL BE SLOPE NOT TO EXCEED 12X% SPRAYED UNIFORMLY ON ALL 4'-O' MIN � 66" MIN EXPOSED SURFACES PRIOR TO THE EVAPORATION OF SURFACE WATER. 2% SLOPE 4. SCORING LINES TO BE PLACED llt - - - �>� PRIOR TO EVAPORATION OF a y,» SURFACE WATER. EXP 5. SUBGRADE SHALL BE COMPACTED TO A JOINT MINIMUM 90% RELATIVE COMPACTION. A SECTION A-A 5 MIAMI.MEWED it IMORMIN im aPe 11/22/2007 po. Rims= ay Doi :Appacmin CITY OF SAN BERNARDINO APPROVE 9' 4'7 STANDARD DEVELOPMENT SERVICES---PUBLIC WORKSIENGINEERJNG NO. RESIDENTIAL 203 DRIVEWAY APPROACH QTY ENGINEER 1 OF ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL MOUNTED TO SIGNAL POST ;h ABBREVIATIONS a wALN Imo !I Avenue =Ave 111111111 V 4 a ` `�� Bard =� Center =Ctr Circle -Cr X" BORDER. l¢' FROM Court =Ct CITY LOGO ALL EDGES Drams Highway Hwy ., Laney _0 1� rr �r �. , Place =� {{{ ({''�� 'I� i r R.e. 0 Road =Rd (SIGNALIZED) I11"�ri:ttl',1�f??i,t� ��j State Route =Rte INTERSECTION ;' Street aSt Trail =Tr Way =Way CITY LOGO 2' ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL t BLADE f1 5 x 10-7..r3/8" (INTERSEGTWPI ) J T • CITY LOGO J � �' BORDER. 76" FROM TOP • iii` DIA & BOTTOM SIGN BLADE MOUNTING. j a fir, HOLE PATTERN a ,:,' ,� CITY LOGO 2 r II 2" 4 NOTE: 24" N N STREET NAME & NUMBER SHALL 3s' MAX AS BE CENTERED BOTH VERT & HORIZ APPROVED (WITH CLEAR ON ENDS) ON SIGN BLADE. MIN LETTER SPACING : 75% (F.H.W.A. STANDARD) 6" (y) SIGN BLADE SHALL BE 8 GAUGE (,128) FLAT ALUMINUM ALLOY WITH `' i DOUBLE FACE FINISH WHITE LETTERS & BORDER ON GREEN BACKGROUND. SIGN BLADE SHALL BE FABRICATED USING HIGH INTENSITY REFLECTIVE '; ) k SHEETING AND PERMIAN OVERLAY. (SEE SHT 2 FOR INSTALLATION). (14") (18") SIGN BLADE SHALL BE 8 GAUGE (.128) FLAT ALUMINUM ALLOY SINGLE FACED WITH WHITE LETTERS & BORDER ON GREEN BACKGROUND. SIGN BLADE SHALL. BE FABRICATED USING HIGH INTENSITY REFLECTIVE SHEETING AND PENMAN OVERLAY. (SEE SHT 4 FOR INSTALLATION). , ii. Sal Be ‘ DETAIL r UNMAN MIND s IBIRMOl sm dye UAs/saav CITY LOGO No- =mum Br . WE 'ApPikarilit CITY OF SAN BERNARDINO APPRO D V. fi,ZAP STANDARD DEVELOPMENT SERVICES---PUBLIC WORKS/ENGINEERING NO. STREET NAME SIGN 504 , ,,,F. 5 ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL 21 (UNSIGNALU ED) INTERSECTION 0 r/ .:1 Si a 40 o � 00) 0 ATTACH SIGN BLADES TO SIGNAL POLE AT 96" FROM SIDEWALK USING / BRACES WHEN SIGN BLADE IS 36' OR LONGER IN LENGTH. II I I 0 SIGN-TO-SIGN BRACKET; TELESPAR 514TCF2OO (FOR SIGNS UP TO 18" LG), I I TELESPAR 1 20TCX200 (FOR SIGNS OVER 18" LG). Ili_ .280" MADE SLOT, VANDAL-PRUF BOLTS 2NVPA12 II 0 POST-TO-SIGN BRACKET; SUPR-LOK 2N97 SQX2. I I / .280' MI WE SLOT, VANDAL PROF BOLTS 2NVPA12. t -. � ® slc�+POST; TELESPAR 2' SQ 12 GA. HELD TO A 2�; SQ x 30' 30 GA, H.D. ANCHOR. OD N u- O FOUNDATION; PORTLAND CONCRETE CLASS 500-C-2500 MAX SLUMP■5". tr 14i 21:11 a * N Co act R cr W D U x O NOTE: k>:j 24' $ USE ZUMAR INDUSTRIES (OR APPROVED EQUAL). ■ pp DRIVE RIVET - •, .' r $ ANCHOR .�y TELESPAR ur SO x 30 kt. H.D. 1 uP1 .MENOMMIN sin et np/1001 CITY OF SAN BE A; DINO APPROVED AAPe. So Zoe? STANDARD DEVELOPMENT SERVICES---PUBLIC WORKS/ENGINEERING NO. AIL. " 504 STREET NAME SIGN 2 OF 5 66 M 1•* RADIUS SEE TNL} WHITE /"GREEN I Diva °° uecrcra �Ioo y „if 4• 8• 8• 1. 1N WHITE $� 6• 1. BORDER -• 8 f.lA t• BORDER LIE "._" MIN NON - ILLUMINATED STREET NAME SIGN DETAIL FOR MAST ARM INSTALLATION NTS 110 DETAIL CITY LOGO NTS NOTE: 1. SEE SPECIFIC ENGINEERING PLAN FOR PROPER SIGN NOMENCLATURE. 2. FULL-SIZE LAYOUTS OF EACH SIGN LEGEND SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 3. SEE SHT 1 OF 5 FOR MATERIAL REQUIREMENTS. 4. SEE SHT 4 OF 5 FOR APPROPRIATE INSTALLATION. urOMB%MIME• S� Os nAlao0 _.._.__ BY _t CITY OF SAN BERNARDINO APPROVED APE 4, Zarin STANDARD DEVELOPMENT SERVICES-PUBLIC WORKS/ENGINEERING NO. , 504 STREET NAME SIGHT CITY 3 OF 5 0 OTY S u tt i SIGN V SIGNFIX MEDIUM EXTRUSON (SX0073) a 3M DOUBLE BACK TAPE Q S1GNF%X MODIFIED CHANNEL CLAMP (SX 0222) Q STEEL BANDING rdil 0 MAST ARM BRACCET (SA -1000) (SA - 1000 EXTENS#ONS) ZAP MANUFACTURING. INC'. MIN r 0 I VIEW B L NT5 I i.�i _ __L_. _ �A ALTERNATE INSTALLATION 3 g i - - — 0 & i r it o _� A -- � - I _ I I p z I p r � A 2 �.____- PKX�T '41 SIGNAL 0 r VIEW A MAST ARM NTS INSTALLATION EREFERRED V 4 4. NOTE: CI) w rc USE ZAP MANUFACTURING. INC. la (OR APPROVED EQUAL) FOR MAST ARM PAD R4STALLATION. ►- 0 USE ZUMAR PRODUCTS �+ (OR APPROVED EQUAL) FOR ALTERNATE BISTALLATION. t ura►uao►ROM a MONIMINN im we n/r`/ 9. CITY'OF MN BERNARDINO APPROVED Pe 4, adhey STANDARD DEVELOPMENT SERVICES—PUBLIC WORKS/ENGINEERING NO. STREET NAME S V V ' AP' arr 504 4 of 5 F- LJ u 2' j3CR m - / - - MAdOR - - I S-TR CC T I y is) (----- at OCR 105:1 I / lb 0. / 1_______,..„...:. 7 Q i m Z § * } 5 M+NOR- - - STREET — — cr is #BcR F-7 "T" INTERSECTION "+" INTERSECTION "L" INTERSECTION LEGEND ♦ DOUEII.E SIGNS WITH OR WITHOUT R-1 ■ SIGNLE SIGN WITH OR WITHOUT R-1 NOTE: LOCATION OF STREET NAME SIGNS ARE SHOWN APPROXIMATE. ALTERNATE LOCATIONS TO BE APPROVED BY THE ENGINEER. TYPICAL LOCATIONS: ON BCR OF NE k SW CORNER OF INTERSECTIONS. FOR UNNAMED PRIVATE St kWS, THE WORDS "PRIVATE STREET" SHALL BE 4" HIGH AND CENTERED WITHIN THE SIGN. MAJOR STREET = ARTERIALS MINOR STREET = COLLECTORS & LOCALS t urOAAm►* *IMMO MO are t1/6/2057 P. 1 . BY DOI tiMOVIIID CITY OF SAN BERNARDINO APPRO ED V STANDARD DEVELOPMENT SERVICES-PUBLIC WORKS/ENGINEERING NO. i • 504 STREET NAME SIGN «n 2 A ,a 5 aF5 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLANS WALK OR FILL-IN REPLACEMENT FOR EXCAVATIONS MADE PARALLEL TO CURB OR PROPERTY LINE WALK ADJACENT TO PROPERTY UNE WALK LESS THAN 5' (1500 mm) WIDE WALK 5' (1500 mm) WIDE OR MORE IF LESS THAN 30" WI' PL PL (750 mm) REPLACE WALK ∎ �'6 EXCAVATION - _ REPLACE WALKS SAWCUT ENTIRE WALK ENTIRE WALK <�����a _ 1 �. '��`/`!_ REPLACE 30" FAWCUT IF SCOREUNE RTH OR CONCRETE FILL—IN SAWCUT EARTH OR CONCRETE FILL—IN • IF SCORELINE ''' (750 mm) MIN GUTTER GUTTER WALK ADJACENT TO CURB WALK LESS THAN 5' (1500 mm) WIDE WALK 5' (1500 mm) WIDE OR MORE REPLACE 30" -'• .EXCAVATION (750 mm) MIN WALK EF�XCAVATION. REPLACE WALK �� SAWCUT-'CURB,. IF LESS THAN 30" �C URR-. ENTIRE WALK (750 mm) REPLACE . GUTTER GUTTER ENTIRE WALK FILL—IN REPLACEMENT FILL—IN LESS THAN 5' (1500 mm) WIDE FILL—IN 5' (1500 mm) WIDE OR MORE PL WALK PL IF LESS THAN 30" WALK SAWCUT IF SCORELINE (750 mm) REPLACE SAWCUT IF SCORELIN FILL—IN ENTIRE FILL—IN FILL—I EXCAVATION_K-K42." REPLACE ∎j∎�.yj� XCAVA ON •��i\--• REPLACE 30" =elliN i ENTIRE FILL—IN (750 mm) MIN GUTTER GUTTER CU`- WALK OR FILL-IN REPLACEMENT FOR EXCAVATIONS MADE NORMAL TO CURB OR PROPERTY LINE WOA, 30" (750 mm) MIN GUTTER THESE REQUIREMENTS ALSO APPLY TO ENDS OF PARALLEL EXCAVATIONS. IF AN EXCAVATION FALLS WITHIN 30" (750 mm) OF AN EXPANSION JOINT, CONSTRUCTION JOINT, WEAKENED PLANE JOINT, OR EDGE, THE CONCRETE SHALL BE REMOVED AND REPLACED TO THE JOINT OR EDGE. IF AN EXCAVATION FALLS WITHIN 12" (300 mm) OF A SCORELINE, THE CONCRETE SHALL BE REMOVED AND REPLACED TO THE SCORELINE. THE SCOREUNE SHALL BE SAWCUT BEFORE CONCRETE REMOVAL. THE MINIMUM LENGTH OF REPLACEMENT IN BOTH CASES SHALL BE 30" (750 mm). STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 1ED BY'+E PUBLIC WORKS STANDARDS 04C. SIDEWALK & DRIVEWAY REPLACEMENT 113-2 1993 REV.1996. 2009 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 NOTES 1. CONCRETE WALK, FILL-IN AND DRIVEWAYS REMOVED IN CONNECTION WITH CONSTRUCTION SHALL BE REPLACED TO NEATLY SAWED EDGES. ALL CUTS SHALL BE PARALLEL TO OR PERPENDICULAR TO THE CURB; ON CURVES, THE CUT SHALL BE RADIAL TO THE CURB. 2. DRIVEWAY APRONS IN WHICH THE "W" DISTANCE IS LESS THAN 11' (3300 mm) SHALL BE REPLACED IN THEIR ENTIRETY IF CUT IN ANY AREA. 3. DRIVEWAY APRONS IN WHICH THE "W" DISTANCE IS 11' (3300 mm') OR MORE MAY BE CUT WITHIN THE "W" SECTION. THE MINIMUM REPLACEMENT SHALL BE 30" (750 mm) IN LENGTH. THE MINIMUM DISTANCE ALLOWED BETWEEN SUCH CUTS SHALL BE 14' (4200 mm'). 4. DRIVEWAY APRONS IN WHICH THE 'W" DISTANCE IS 11' (3300 mm) OR MORE MAY BE CUT IN THE "X"OR"F2'SECTION. REPLACEMENT SHALL BE THE ENTIRE"X"OR`Ti."SECTION. 5. DRIVEWAY APRONS SHALL BE REPLACED FROM THE BACK OF THE CURB TO THE FRONT EDGE OF THE WALK, EXCEPT, WHERE WALK IS ADJACENT TO CURB, REPLACEMENT SHALL BE FROM BACK OF CURB TO BACK OF WALK. 6. WALK PORTIONS OF DRIVEWAYS SHALL BE REPLACED AS SHOWN ABOVE FOR EXCAVATIONS MADE PARALLEL OR NORMAL TO CURB. 7. REPLACEMENT OF THE"X"OR"FY'SECTION SHALL MATCH EXISTING CONSTRUCTION. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN SIDEWALK & DRIVEWAY REPLACEMENT 113-2 SHEET2OF2 . W t Z Z J J CO al v E E • E r150 mm C) E 50 W ,n ! (61 6 :ATTER 3:12 . - :ATTER 3:12 o o - SLOPE 8.3% E - - ' E_ . •. - o. - iD in LEVEL. L25__mm A1-150(6) AND 1 A1-200(8) A2-150(6) AND A2-200(8) n f Id Z W Z � J J v co to K . E 150 mm v W 150 mm 150 mm 0 I (6") 6 MI t (61 20 mm (3/4") R TATTER 3:12 \ BATTER 3:12 BOTH SIDES OPE 2070 a j 4 � k\\ . in JD D1-150(6) AND A3-150(6) AND A3-200(8) 1 mm D1-200(8) NOTES 1. THE LAST NUMBER IN THE DESIGNATION IS ... Z THE CURB FACE (CE) HEIGHT. mm INCHES). N E J -110M x 250 mm 2. GUTTER WIDTH, W. IS 600 mm (24") E n 0 1000 mm OC my, UNLESS 3. TYPES AOO, A2 AM)SPECIFIED. SHALL BE `., E r5(6 ) v (14 x 10" 0 4' OC) CONSTRUCTED FROM PCC. oo BGROUTED ATTER 3lN2PLACE 4. TYPE D1 CURB SHALL BE CONSTRUCTED FROM ASPHALT CONCRETE. U - 20 mm 5. TYPE Cl CURB SHALL BE ANCHORED WITH �(3/4-) STEEL DOWELS AS SHOWN OR WITH AN E • PDXY APPROVED BY THE ENGINEER. 75 mm (3') 6. ALL EXPOSED CORNERS ON PCC CURBS MID GUTTERS SHALL BE ROUNDED WITH A 15 mm (1/2") RADIUS. /, 7. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT = EXACTLY EQUAL VALUES. USE EITHER C1-150(6) AND C1-200(8) METRIC OR ENGLISH VALUES, AS REQUIRED., BUT NOT BOTH, EXCEPT THAT ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN PROMULOATEDBVINE EM CURB AND GUTTER- BARRIER '' GREBNIOOK ,.e4 120 - 1 REV 7°'a USE MATH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 E z E J In v 6.. v .. 6" 7 W � . �150mm _ 150 mm ATTER 3:12 - • • :ATTER 3:12 C.) - _ c� - _ •• SLOPE 8.3% E • E m --£ • - It o 0 r) •- LEVEL • v � Al-6('! 25 mm)50) AND A2-6(150) AND A2-8(200) A1-8(200) W n 6" 6" m „ U( 150 mm) MIN 150 mm m ` 6 W 150 mm 1 3/4" (20 mm) R :ATTER 3:12 ` BATTER 3:12 BATH SIDES OPE 2.0% . v E _ LEVEL E r V D1-6(150) AND . A3-6(150) AND A3-8(200) 125 mm") 01-8(200) NOTES: E - z 1. THE.LAST NUMBER IN THE DESIGNATION IS E #4 x 10" 0 4" OC THE`CURB FACE (CF) HEIGHT, INCHES (mm). e v #13M x 250 mm 6" (3 ® 1200 mm OC) 2. GUTTER WIDTH, W. IS 24" (600 mm) a (150 mm"} UNLESS OTHERWISE SPECIFIED. GROUTED IN PLACE - 3. TYPES Al, A2, A3 AND C I SHALL BE u_ C'1 BATTER 3:12 CONSTRUCTED FROM PCC. cl 3/4" 4. TYPE 01 CURB SHALL BE CONSTRUCTED i_ (20 mm) FROM ASPHALT CONCRETE. 3" (75 mm) 5. TYPE C1 CURB SHALL BE ANCHORED WITH STEEL DOWELS AS SHOWN OR WITH AN EPDXY APPROVED BY THE ENGINEER. 6. ALL EXPOSED CORNERS ON PCC CURBS C1-6(150) AND C1-8(200) • AND GUTTERS SHALL BE ROUNDED WITH A 1/2" (15 mm) RADIUS. STANDARD PLAN FOR PUBLIC WORKS CONSTRUCTION t STANDARD PLAN wari1o11 sr>"( . "" CURB AND GUTTER - BARRIER 120-2 am USE UT 15TANDARD SPX.dFICA710119 FOR PUI WORKS CONSTRUCTION SHEET 1 OF 1 CALTRANS STANDARD PLANS 2010 STANDARD PLAN A20A b `' „. E,,e 0 0A N s 'sN, I a x'k-x741 r 1.'/.r-xX�1>- i Y J a.1 %,,t,.,.• 2 <F. 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' g M.W �' � r , W W N � %N J: Ar , W 1 w uln M a a N -Y� .,� � m a301A0Nd 31:1v*sso, d \x V <VN � < 6¢ I<w0 < WD 3v1N J r- 6 6 � • N m_ z oa Zg s W- Egg /-x.LLW0 /%m I po 0 �` W/ 3 < c.„7 U Q m° / o a / of Q q •o - - ' Q ° N i.;. Q T �. � _3 T. % ' If �%ql : i () 'rail.4Z Aga U 011-r2i s J N ZV al.1 w \ . � 1 o 7 121 STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS APPRENTICESHIP PROGRAM FOR PUBLIC WORKS CONSTRUCTION Welcome to the California. DEPARTMENT OF INDUSTRIAL RELATIONS Apprenticeship programs information guide Back to search Description of apprenticeship Qualifications br apprenticeship How apprenticeship programs operate Steps an applicant should take Apprenticeship video-"California's Best Kept Secret" Description of apprenticeship Apprenticeship is a system of learning while earning, and "learning by doing." It combines training on the job with related and supplemental instruction at school. Today, it is utilized chiefly in the skilled crafts. Each program operates under apprenticeship training standards agreed to by labor and/or management in accordance with State and Federal laws, under which a person works with a skilled worker and gains on the job skills and "know-how" and in turn becomes an important part of the occupation and industry. In those crafts in which management and labor organizations exist, each selects an equal number of members to serve on the joint apprenticeship committee. The joint apprenticeship committee determines the standards for training of its occupation and supervises the training of apprentices. In many cases the local apprenticeship committees have guidelines in the form of national and/or statewide standards recommended by the advisory organizations. But these are minimums and the local groups usually have complete autonomy in developing and administering their own programs. Qualifications for apprenticeship To be successful, the individual must have perseverance, ambition, and initiative. Like a college education, the successful completion of an apprenticeship term does not come easily, but is the result of hard work on the part of the apprentice. In practically every skilled occupation, more than fundamental knowledge of arithmetic is essential. The ability to read, write and speak well is beneficial in any walk of life, but in some apprenticeship occupations it is more important than in others. In some occupations, individuals seeking an apprenticeship will be at a decided advantage if they have taken shop courses, have some knowledge of mechanical drawing, physics, blueprint reading, drafting, higher mathematics, chemistry, electricity, welding or the like. Physical fitness, a good sense of balance, eye-hand coordination, color sense, agility, strength, ability to work at heights and mechanical aptitude are desirable qualifications in many skilled occupations and one or more of these are•essential in others. Ability to work with others, good personality, and neat appearance are necessary in most trades, particularly where contact with the public is involved. In many skilled occupations, persons with a high school diploma or its equivalent are preferred. Prospective skilled workers usually like to work with their hands and to use various tools to build and repair things. They like to finish things once they have started and don't care how dirty or greasy the job, so long as they get it done. They enjoy visits to shops and factories and like to talk to mechanics about the jobs they do and the problems they meet in their work. In school, they get along well in shop, science, mathematics and mechanical drawing classes, and enjoy working on practical problems in the classroom and at home. These are only some of the factors that may indicate an aptitude for the skilled crafts. How apprenticeship programs operate The training is supervised by Joint Apprenticeship Committee (JAC)-sometimes called Joint Apprenticeship and Training Committee(JATC), or a Unilateral Apprenticeship Committee (UAC). Training is "spelled out" in apprenticeship standards developed by the local apprenticeship committees, with the assistance of consultants of the Division of Apprenticeship Standards, and registered with the State. The processes of the trade and the number of hours to be spent learning each process are defined. The period of training is from 1 to 6 years, depending upon the trade. Most programs are for 4 years. Apprentices start at a percentage of the skilled workers wage and receive increases at regular intervals. Starting rates are usually 35% to 50%, and increases are given every six months in most trades. Apprentices attend classes of related technical instruction, usually in the public schools. This instruction, supplementing the training on the job, gives apprentices a comprehensive understanding of the theoretical aspects of their work. Related instruction is one of the fundamental features of apprenticeship and has been developed and accepted as standard practice in every trade. In most cases this means attending classes at night 4 hours each week, for at least 108 hours a year. The instruction includes such subjects as safety laws and regulations, mathematics, drafting, blueprint reading and other sciences connected with the trade. In class apprentices learn the theories of their trade; each day on the job they learn its practice, under the supervision of skilled workers, instruction in the use of the tools of the trade is also given apprentices early in their training; in most trades they are not allowed to use any power-driven machinery until well advanced in their training. Apprentices are usually required to furnish their own hand tools. Each apprentice signs an apprentice agreement either with a JAC, UAC.or an individual employer. This agreement is filed with the Division of Apprenticeship Standards. Upon successful completion of training, they are issued a "Certificate of Completion" by the State of California. In a number of occupations and industries apprentices receive, in addition to their regular wages, fringe benefits covering vacation pay, health and welfare, pensions, etc. Through collective bargaining in a number of instances, employers also pay certain regular amounts into apprenticeship funds, which are administered by boards of trustees. Coordinators of apprenticeship and field representatives are employed by these boards to supervise the training of apprentices in a given trade or area, process apprentice applications, keep records of progress, and the like. Where fund offices and staffs have been established, they have been of great value to the JACs, apprentices and the industry. Industry coordinators and apprenticeship consultants of the Division of Apprenticeship Standards visit establishments to determine on-the-job progress of apprentices, seek new apprenticeship openings, and discuss problems with apprentices, supervisors and employers. The role of the state, through the Division of Apprenticeship Standards, is consultative and developmental. The field and technical staffs of the Division assist management, labor, JAC's and UAC's by seeking to promote and develop additional training programs, by providing technical data through research on current trends and training practices to improve and enlarge existing programs, and by serving as the registration and certification agency for apprenticeship in California. The Division carries out the regulations formulated by the California Apprenticeship Council, which is charged by law to "foster, promote, and develop the welfare of the apprentice and industry, improve the working conditions of apprentices, and advance their opportunities for profitable employment;" (Shelly-Maloney Apprentice Labor Standards Act of 1939, as amended—Chapter 4 of Division 3, Labor Code of the State of California.) The Council's regulations are spelled out in Title 8, Chapter 2 of the California Administrative Code. Of particular interest are the sections pertaining to non-discrimination in apprenticeship. Sec. 212 defines the contents of apprenticeship standards to be approved by the Division of Apprenticeship Standards, including paragraph (b) (13): "Provision for fair and impartial treatment of applicants for apprenticeship, selected through uniform selection procedures." Sec. 215 provides in part: "Selection procedures must be in writing, approved by the apprenticeship program sponsor, and must meet objective standards." Apprenticeship programs must comply with the State of California Plan for Equal Opportunity in Apprenticeship Adopted and amended by the California Apprenticeship Council on November 28, 1983, as though expressly set forth herein and shall be considered as an appendix hereto and appropriately marked as such, including the month and year of adoption. The Division's State Plan developed to meet the requirements of revised 29 CFR 30 is spelled out in the booklet, "State of California Plan for Equal Opportunity in Apprenticeship," which also contains administrative guidelines for implementing the Plan. Steps an applicant should take 1. Select an occupation for which you have an aptitude or some previous experience and the physical ability to perform. 2. Find out if you meet the minimum qualifications for that occupation. 3. Decide whether you can work under the required job conditions, some of which may be hazardous, dirty, uncomfortable or otherwise unpleasant. 4. Apply for an apprenticeship either directly to an employer in the occupations, the JAC, UAC, the appropriate union, or the California Employment Development Department. 5. Take aptitude or other tests where required. 6. If the apprenticeship committee has a waiting list of applicants, determine whether or not you are sufficiently interested in the occupation to wait for an opening, or whether you should seek other employment. 7. Some apprenticeship committees have applicants find their own employment with a firm which participates in the apprenticeship program. Conditions of Use ( Privacy Policy Copyright© 2011 State of California CALIFORNIA MUTCD STANDARDS California MUTCD Page 3A-4 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Rgure 3A-101(CA). Centerlines-2 Lane Highways FCC: _ DETAIL I POLICY us4m tgtq u m SO; 14 S.N m 214 mI Cengfpne pattern for use on two-lane streets �.. pq I �ttt¢� Nt Nr9 (normally used on local streets CEN as: DETAIL 2 uNm141 2 i1 m L1441 1 S.tim to tits Cent cline Pin with pavement markers for b t�lq NN� use on two-lane streets and highways. DETAIL 3 DETAIL 4 14.5$m(N tq bas tam 144$41- to taw A(arnaa to ©eta(( 2. For use at problem �... IsM Isp I I tag pM locations where Is difficult to e and -� ®�l'.021100) tst U maintain centerline erline because of moi e,sand, 1 S-CEa._ DETAIL 5 14,et•N5A Centerline pattern for use on two-lane streets •e— ILO m 02 4 UM at ma tug m t'2eq and 1� (normally used on local streets DETAIL 6 AWE m Nr iq with pavement markers for S.t a 30• Loa Centerline pattern « 15*) I f2, I (tsq use on two-lane streets and highways. DO DETAIL T I m Nt*) I Alternate to Detail S. For use at problem Oete and VA; 1 > m ZIT �centerlrle because of ese sand, 0000 etc. �► Haan LEGEND MIS tdt mm(4 In)Yellow U Itwo4Ney Yellow ijstroniftmets Marlins Dhectian of Travel Non41~IIIINAMe Ye low Mariars NOT TO SCALE Chapter 3A-General January 21,2010 Part 3-Markings California MUTCD Page 3A-7 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Figure 3A-104(CA). No Passing Zones- TWvo Direction DETAIL 21 POLICY f- Two-direction no-passing pattern for use on two-lane streods 1highways). ► 2 local streets and —. 7$mm(3`) DETAIL 22 f� I 7.32m(24tq I 7.32"414 I —6o mm Pin) Tivadh sctiort no-passing pattern vlith pavement —Mum(3ta) markers for use on two-lane streets and mm tZ o) highways. See Notes 1 and 2. el —so- DETAIL 23 I7.32M(24* I 7.32m{"tlq 0001)000000 000-7.mmpr�) ,�Ito Detail 22. For use with either Detail U00®® ®0®0I-1,22104111®® --► NOTES: 1. Pavement markers shown off the pi solid line in Detail 22 may be placed on the line. 2. AS�mhigi�ays black�be shall placed on stre bet highways under�localal jurisd lines iction. on.n. LEGEND s° is°min(4 in)Yellow IWo-113ey Yellow Retroretlsct ive Markers —► Direction of Travel 0 Non-flair ellealve 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 1 and 2,as amended for use in California) Figure 3A-106(CA). Right Edge Line end Right Edge Line Extension Through Intersections DETAIL 27B POLICY Right Edge Line Right Edge Line pattern for use on all State highways may be used on local streets and highways. It is generally dropped at the beginning of the intersection flares on SO mm(2 b) highways See also Detail 27C. On freeways, may be flared advance of the exit Ede of TrawMd n Wry DETAIL 27C Right Edge Line Extension Through intersections I pigml 3.66 m(12 I p ft11 3 K m(12 iq I pm I iRight te hrsections pattern for use to extend the right edgeline through an intersection where climatic C] C, C7 conditions, such as areas of heavy fog, may require additional guidance. LEGEND moo 100 mm(4 in) White —t► 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-I12(CA). Channelizing Line and Lane UnelCenterllne Extensions DETAIL 38-Chaff Line POLICY �ch�wl�ng tine use on Le Turn or I 21111 nett Whitt Line _ I lanes on Stale highways. Pavement 0 El IA traffic be place on the I 7.4.0481 I ?32mØ4 4 Through Traffic --h. DETAIL 384-Channeizing Line chanrelizing line for use on Left-Turn or I 200 mm(S in While Une I Turn lanes on local streets and highways and freeway off-ramp terminals. DETAIL 38B-Channelzing Line at Exit Ramps 0 =e Sin P in1 Pavement M�arkerss tine aw may also be placed 200 mm(11 in)White Line I_ on the line. CI o =SO mm 1 v— I 7.32m cab I 1.32m(245) DETAIL 38C-Alternate to Detail 38 and 38B ! 1888881888881 sill 7.32 m(2tt) DETAIL 39-Bike Lane Line I 1311 mm(11 in)White Line DETAIL 3M-Bike Lane intersection Line L4 31m(110111talom(700t) f I �'�' , Pill I 122 $ I) I 150 set(6 in)While Line DETAIL 40-Lane Line Extension Through intersections C� The Lane Une Extension'Through Intersections (use 113 a tine is used to extend the lane 11 through an h 14 I lee} I 10e mnt(4 in)White Line intersection that might otherwise be confusing to the motorist_ DETAIL 40A-Alternate to Detail 40 00 (1% 0000 1 1.22*ifs WhisMathers DETAIL 41-Center Edmiston Through Mt fSecfions r The Cede Extension Through Intersections Cus.4 U3s tine is used tit extend the centerline an h I IV aaa,(4 in)Yellow Une intersection that might otherwise be contusing to the motorist. DETAIL 41A-Alternate to Dry 41 O a 0 0 0 0 I P 4 I Non L$& S$ e Ydow Matters NOT TO SCALE LEGEND I I White Q while Markers —► Direction of Travel MINIII 'Mew Une Yellow Markers 0 Ore-Way Clear Retneefle vii Markers Chapter 3A--General January 21,2010 Part 3-Markings California MUTCD Page 3B-1 (FHWA's MUTCD 2003 including Revision) 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 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 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). • I .. Standard: If the gap between successive no-passing zones is less than the sight distance for the prevailing speed shown in Table 38-1,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 1 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(3.5 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 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. Guidance 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 vehides 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 Revisions I 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 km/h(40 mph) or less)or Detail 12 or 13(70 km/h(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 g 3B-8(CA),3B-9 3B-9(CA),and 3B- 13. Channelizing lines at exit ramps as shown in Figure 3B--g 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 f di * f e half the length of the full-width deceleration lane as shown in Figure 3B-S 313- 8(CA). Option: White chevron markings may be placed in the neutral area for special emphasis as shown in Figure 3B-S. 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 3B-10 313-10(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 Revision) 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 '' t' t the same wice 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-8 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Section 3B.09 Lane Reduction Transition Markings Standard: Where pavement markings are used,lane reduction transition markings shall be used to guide traffic through transition areas where the number of through lanes is reduced,as shown in Figure 3B- 42-3B-12(CA).On two-way roadways,no-passing zone markings shall be used to prohibit passing in the direction of the convergence,and shall continue through the transition area. Guidance: For roadways having a posted or statutory speed limit of 70 km/h(45 mph)or greater,the transition taper length for a lane reduction 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 offset distance in meters(feet),and S equals the 85th-percentile speed or the posted or statutory speed limit, whichever is higher. Where observed speeds exceed posted or statutory speed limits,longer tapers should be used. Option: On new construction,where no posted or statutory speed limit is established,the design speed may be used in the transition taper length formula. Guidance: Lane line markings should be discontinued one-quarter of the distance between the Lane Ends sign(see Section 2C.33)and the point where the transition taper begins. Edge line markings should be installed from the location of the warning sign to beyond the beginning of the narrower roadway. Support: Pavement markings at lane reduction transitions supplement the standard signs. Typical lane reduction transitions(four lane to two lane)and transitions from two lanes to four lanes are shown in Figure 3B-12(CA). Section 3B.10 Approach Markings for Obstructions Standard: Pavement markings shall be used to guide traffic away from fixed obstructions within a paved roadway.Approach markings for bridge supports,refuge islands,median islands,and raised channelization islands shall consist of a tapered line or lines extending from the centerline or the lane line to a point 0.3 to 0.6 m(1 to 2 ft)to the right side,or to both sides,of the approach end of the obstruction(see Figure 3B-13). Guidance: For roadways having a posted or statutory speed limit of 70 km/h(45 mph)or greater,the taper length of the tapered line markings 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 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 taper length shall be 30 m(100 ft)in urban areas and 60 m(200 ft)in rural areas. Support: Examples of approach markings for obstructions in the roadway are shown in Figure 3B-13. Option: Where observed speeds exceed posted or statutory speed limits,longer tapers may be used. Chapter 3B--Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-9 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) Standard: If traffic is required to pass only to the right of the obstruction,the markings shall consist of a two- direction no-passing zone marking at least twice the length of the diagonal portion as determined by the appropriate taper formula(see Figure 3B-13). Option: If traffic is required to pass only to the right of the obstruction,yellow diagonal approach markings may be placed in the neutral area between the no-passing zone markings as shown in Figure 3B-13.Other markings,such as yellow delineators,raised pavement markers,and white crosswalk pavement markings, may also be placed in the neutral area. Standard: If traffic can pass either to the right or left of the obstruction,the markings shall consist of two channelizing lines diverging from the lane line,one to each side of the obstruction.In advance of the point of divergence,a solid wide white line or solid double normal white line shall be extended in place of the broken lane line for a distance equal to the length of the diverging lines(see Figure 3B-13). Option: If traffic can pass either to the right or left of the obstruction,additional white markings may be placed in the neutral area between the channelizing lines as shown in Figure 3B-13. Section 3B.11 Raised Pavement Markers Standard: A raised pavement marker shall be a device with a height of at least 10 mm(0.4 in)mounted on or in a road surface that is intended to be used as a positioning guide or to supplement or substitute for pavement markings or to mark the position of a fire hydrant. The color of raised pavement markers under both daylight and nighttime conditions shall conform to the color of the marking for which they serve as a positioning guide,or for which they supplement or substitute. Option: Blue raised pavement markers may be used to mark the positions of fire hydrants. Support: Retroreflective and internally illuminated raised pavement markers are available in monodirectional and bidirectional configurations.The bidirectional marker is capable of displaying the applicable color for each direction of travel. Guidance: Nonretroreflective raised pavement markers should not be used alone,without supplemental retroreflective or internally illuminated markers,as a substitute for other types of pavement markings. Directional configurations should be used to maximize correct information and to minimize confusing information provided to the road user.Directional configurations also should be used to avoid confusion resulting from visibility of markers that do not apply to the road user. The spacing of raised pavement markers used to supplement or substitute for other types of longitudinal markings should correspond with the pattern of broken lines for which the markers supplement or substitute. Standard: 312 1 Z nd 3B 1 4l 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. Support: Figures 9-20 through 9-22 in the"Traffic Control Devices Handbook"(see Section 1A.11)contain additional information regarding the spacing of raised pavement markers on longitudinal markings. Chapter 3B-Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-10 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Support: Raised pavement markers are not normally placed where snow plows would damage the markers and require an unusual amount of replacement. Guidance: When used in these areas,they should be recessed,as shown in Department of Transportation's Standard Plan A20-D.See Section 1A.11 for information regarding this publication. Advance Markers Option: Advance Markers at exit ramps may be used to help motorists locate exit ramps in heavy fog areas. Support: The Advance Markers consist of a 3-2-1 countdown pattern of one-way clear reflective pavement markers.The pattern consists of three markers placed on the right shoulder 640 m(2100 ft)in advance of the neutral area(gore),two markers at 425 m(1400 ft)and one marker at 215 m(700 ft).The markers are placed on a line perpendicular to the lane line at 0.3 m(1 ft)spacing beginning 50 mm(2 in)off the edge of traveled way. Location Markers for Fire Hydrants Option: Blue raised reflective pavement markers, may be placed on a highway,street,or road,to mark fire hydrant and/or water supply locations. Standard: The blue raised reflective pavement markers shall not be used for any other purpose. Local agencies shall not place blue reflective pavement markers on a State highway unless they first obtain an encroachment permit from the Department of Transportation.The agency responsible for the placement shall also be responsible for the maintenance and replacement.See Section 13060,of the Health and Safety Code. See Section 1A.11 for information regarding this publication. Guidance: In general,the blue reflective pavement markers should be placed 150 mm(6 in)from the centerline stripe,or approximate center of the pavement where there is no centerline stripe,on the side nearest the fire hydrant. When placed on expressways,freeways and freeway ramps,they should be placed on the shoulder,0.31 m(1 ft)to the right of the edge line,opposite the fire hydrant.Typical marker locations are shown on Figure 3B-102(CA). Option: Because fire hydrants adjacent to freeways may be out of the right-of-way and,in many locations,out of view from the freeway,some fire districts may want to install small supplemental signs(S9(CA)and S10(CA))or markings to identify the hydrant number or distance to the hydrant.These installations are optional and at the discretion of the Department of Transportation's Districts. Section 3B.12 Raised Pavement Markers as Vehicle Positioning Guides with Other Longitudinal Markings Option: Raised pavement markers may be used as positioning guides with longitudinal line markings without necessarily conveying information to the road user about passing or lane-use restrictions.In such applications,markers may be positioned between the two lines of a one-way or two-way no-passing zone marking or positioned in line with or immediately adjacent to single solid or broken centerline or lane line markings. Sappert Option: Where it is desired to alert the road user to changes in the travel path,such as on sharp curves or on transitions that reduce the number of lanes or that shift traffic laterally,the spacing less,shown in Details 16,17, 19,20,22 or 23 may be used. Chapter 3B--Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-11 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) wetig) enditie Standard: 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. Section 3B.13 Raised Pavement Markers Supplementing Other Markings Guidance: The use of raised pavement markers for supplementing longitudinal line markings should conform to the following: A.Lateral Positioning 1. When supplementing double line markings,pairs of raised pavement markers placed laterally in line with or immediately outside of the two lines should be used. 2.When supplementing wide line markings,pairs of raised pavement markers placed laterally adjacent to each other should be used. B. Longitudinal Spacing should-be-used, 3. When supplementing dotted line markings,a spacing appropriate for the application should be used. 4.When supplementing longitudinal line markings through at-grade intersections,one raised pavement marker for each short line segment should be used. N s1,o..1d be use.1 Standard: The widths and patterns of raised pavement markers shall conform to the details shown in Figures 3A- 101(CA)through 3A-1I2(CA).See Section 3A.05. Option: Raised pavement markers also may be used to supplement other markings for channelizing islands or approaches to obstructions. Section 3B.14 Raised Pavement Markers Substituting for Pavement Markings Option: Retroreflective or internally illuminated raised pavement markers,or nonretroreflective raised pavement markers supplemented by retroreflective or internally illuminated markers,may be substituted for markings of other types. Guidance: If used,the pattern and color of the raised pavement markers should simulate the pattern and color of the markings for which they substitute. The normal spacing of raised pavement markers,when substituting for other markings,should be determined in terms of the standard length of the broken line segment. Option: The side of a raised pavement marker that is visible to traffic proceeding in the wrong direction may be red. Standard: If raised pavement markers are used to substitute for broken line markings,a group of three to five markers • • • . • • • • • • • • ; ; • • • - shall be used.If N i. Chapter 3B--Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-12 (FHWA's MUTCD 2003 including Revision) 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. ne-greater 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. Stende : 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 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 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 Revision) and 2,as amended for use in California) The individual triangles comprising the yield line should have a base of 300 to 600 mm(42te 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(Rl-2)sign or a Yield Here to Pedestrians(R1-5 or RI-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-14 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) Standard: When crosswalk lines are used,they shall consist of solid white lines that mark the crosswalk.They shall be not less than 0-mui{6-in)300 mm(12 in)nor greater than 600 mm(24 in)in width. Guidance: If transverse lines are used to mark a crosswalk,the gap between the lines should not be less than 1.8 m (6 ft).If diagonal or longitudinal lines are used without transverse lines to mark a crosswalk,the crosswalk should be not less than 1.8 m(6 ft)wide. Crosswalk lines,if used on both sides of the crosswalk,should extend across the full width of pavement or to the edge of the intersecting crosswalk to discourage diagonal walking between crosswalks(see Figures 3B-15 and 3B-16). Crosswalks should be marked at all intersections where there is substantial conflict between vehicular and pedestrian movements. Marked crosswalks also should be provided at other appropriate points of pedestrian concentration,such as at loading islands,midblock pedestrian crossings,or where pedestrians could not otherwise recognize the proper place to cross. Crosswalk lines should not be used indiscriminately.An engineering study should be performed before they are installed at locations away from highway traffic signals or STOP signs. Because nonintersection pedestrian crossings are generally unexpected by the road user,warning signs (see Section 2C.41)should be installed and adequate visibility should be provided by parking prohibitions. Support: Section 3B.16 contains information regarding placement of stop line markings near crosswalk markings. Option: For added visibility,the area of the crosswalk may be marked with white diagonal lines at a 45-degree angle to the line of the crosswalk or with white longitudinal lines parallel to traffic flow as shown in Figure 3B-16. When diagonal or longitudinal lines are used to mark a crosswalk,the transverse crosswalk lines may be omitted.This type of marking may be used at locations where substantial numbers of pedestrians cross without any other traffic control device,at locations where physical conditions are such that added visibility of the crosswalk is desired,or at places where a pedestrian crosswalk might not be expected. Guidance: If used,the diagonal or longitudinal lines should be 300 to 600 mm(12 to 24 in)wide and spaced 300 to 1500 mm(12 to 60 in)apart. The marking design should avoid the wheel paths,and the spacing should not exceed 2.5 times the line width. Option: When an exclusive pedestrian phase that permits diagonal crossing is provided at a traffic control signal, a marking as shown in Figure 3B-17 may be used for the crosswalk. Standard: Crosswalk markings near schools shall be yellow as provided in CVC 21368.See Part 7. Option: Pedestrian crosswalk markings may be placed at intersections,representing extensions of the sidewalk lines,or on any portion of the roadway distinctly indicated for pedestrian crossing.Refer to CVC 275. Guidance: In general,crosswalks should not be marked at intersections unless they are intended to channelize pedestrians. Emphasis is placed on the use of marked crosswalks as a channelization device. The following factors may be considered in determining whether a marked crosswalk should be used: • Vehicular approach speeds from both directions. • Vehicular volume and density. • Vehicular turning movements. • Pedestrian volumes. • Roadway width. • Day and night visibility by both pedestrians and motorists. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-15 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) • Channelization is desirable to clarify pedestrian routes for sighted or sight impaired pedestrians. • Discouragement of pedestrian use of undesirable routes. • Consistency with markings at adjacent intersections or within the same intersection. Option: Crosswalk markings may be established between intersections(mid-block)in accordance with CVC 21106(a). Guidance: Mid-block pedestrian crossings are generally unexpected by the motorist and should be discouraged unless,in the opinion of the engineer,there is strong justification in favor of such installation.Particular attention should be given to roadways with two or more traffic lanes in one direction as a pedestrian may be hidden from view by a vehicle yielding the right-of-way to a pedestrian. Option: When diagonal or longitudinal lines are used to mark a crosswalk,the transverse crosswalk lines may be omitted. Standard: However,when the factor that determined the need to mark a crosswalk is the clarification of pedestrian routes for sight-impaired pedestrians,the transverse crosswalk lines shall be marked. Option: At controlled approaches, limit lines(stop lines)help to define pedestrian paths and are therefore a factor the engineer may consider in deciding whether or not to mark the crosswalk. Where it is desirable to remove a marked crosswalk,the removal may be accomplished by repaving or surface treatment. Guidance: A marked crosswalk should not be eliminated by allowing it to fade out or be worn away. Support: The worn or faded crosswalk retains its prominent appearance to the pedestrian at the curb,but is less visible to the approaching driver. Standard: Notification to the public shall be given at least 30 days prior to the scheduled removal of an existing marked crosswalk.The notice of proposed removal shall inform the public how to provide input related to the scheduled removal and shall be posted at the crosswalk identified for removal.Refer to CVC 21950.5 Option: Signs may be installed at or adjacent to an intersection directing that pedestrians shall not cross in a crosswalk indicated at the intersection in accordance with CVC 21106(b). White PED XING pavement markings may be placed in each approach lane to a marked crosswalk,except at intersections controlled by traffic signals or STOP or YIELD signs. Section 3B.18 Parking Space Markings Support: Marking of parking space boundaries encourages more orderly and efficient use of parking spaces where parking turnover is substantial.Parking space markings tend to prevent encroachment into fire hydrant zones, bus stops,loading zones,approaches to intersections,curb ramps,and clearance spaces for islands and other zones where parking is restricted.Examples of parking space markings are shown in Figure 3B 18 3B-18(CA). Standard: Parking space markings shall be white. Option: Blue lines may supplement white parking space markings of each parking space designated for use only by persons with disabilities. Support: Additional parking space markings for the purpose of designating spaces for use only by persons with disabilities are discussed in Section 3B.19 and illustrated in Figure 3B 19 3B-19(CA). Support: Refer to CVC 22500 through 22522 for parking space markings. Refer to Section 2B.39 for Parking Regulations. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-16 (FHWA's MUTCD 2003 including Revision) 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 313-20 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. OPtiew Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-17 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) A; . .. _ _- . . - . . .... .. • - .. - - . .. .. _. , _.., . _ . 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 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 313-49 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 0 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)may be 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 Revision) 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). Mows: 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 1,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 38-21(CA)and 38-23(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 Revision) 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 38-101(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-20 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Section 3B.20 Speed Measurement Markings Support: placed on the roadway to assist the enforcement A speed measurement marking is a transverse marking p of speed regulations. Standard: Speed measurement markings,if used,shall be white,and shall not be greater than 600 mm(24 in) in width. Option: Speed measurement markings may extend 600 mm(24 in)on either side of the centerline or 600 f0 mm(2. in)on either side of edge line markings at 400 m(0.25 mi)intervals over a 1.6 km(1 mi)length paved shoulders of sufficient width are available,the speed measurements markings may be placed entirely on these shoulders.Advisory signs may be used in conjunction with these markings(see Figure 3B- 49 3B-105(CA)). Support: The California Highway Patrol patrols certain highways with both helicopters and fixed-wing aircraft.The purpose of the patrol is to monitor traffic,provide motorist assistance and initiate appropriate enforcement action. In order to make the air patrol effective,in C California r Highway y Patrol and Department of Transportation have agreed upon markings and signs as Figure Speed measurement markings may be placed on the right shoulder in areas patrolled by aircraft as requested by the California Highway Patrol. Standard: Where there is an equation of more than 30 m(100 ft)in a 1.6 km(1 ml)posting,a white'X'pavement marking shall be placed at each end of the section to indicate the markings are less than 1.6 km(1 mi)apart. Guidance: The SPEED ENFORCED BY AIRCRAFT(R48-2(CA))sign should be used for both directions of travel and should be spaced at 40 km(25 mi)intervals. Pavement marking should be placed on the shoulder in one direction only,except where the opposing roadway is widely separated. Option: In areas where identifying features are widely separated,white 0.91 m(3 ft)high post kilometer(mile)numbers may be placed at 8 km(5 mi)points where needed for aircraft reference. Standard: Markings shall not be on the traveled way. Option: If routes with narrow shoulders are requested for marking,the standard marking shape may be modified to provide an equivalent area without encroaching on the traveled way or the Alternate Marking System described. Support: The Alternate Marking System is a 200 mm(8 in)wide solid white longitudinal line,6.1 m(20 ft)in length and in line with the right edge line.It is preceded and followed by a 6.1 m(20 ft)gap in the right edge line. Section 3B.21 Curb Markings Support: Curb markings are most often used to indicate parking regulations or to delineate the curb. Standard: Signs shall be used with curb markings in those areas where curb markings are frequently obliterated by snow and ice accumulation unless the no parking zone is controlled by statute or local ordinance. Where curbs are marked,the colors shall conform to the general principles of markings(see Section 3A.04). January 21,2010 Chapter 3B—Pavement and Curb Markings Part 3-Markings California MUTCD Page 3B-21 (FHWA's MUTCD 2003 including Revisions1 and 2,as amended for use in California) Guidance: Except as noted in the Option,when curb markings are used without signs to convey parking regulations, a legible word marking regarding the regulation(such as"No Parking"or"No Standing")should be placed on the curb. Option: Curb markings without word markings or signs may be used to convey a general prohibition by statute of parking within a specified distance of a STOP sign,driveway,fire hydrant,or crosswalk- Guidance: ebstmetien: Support: Refer to Chapter 3C(Object Markers)for marking noses of raised medians and curbs of islands. ng ation Refer to CVC 21458 quoted later in this section. Support: Since yellow and white curb markings are frequently used for curb delineation and visibility,it is advisable to establish parking regulations through the installation of standard signs(see Sections 2B.39 through 2B.41). Where the curbs of the islands become parallel to the direction of traffic flow,it is not necessary to mark the curbs unless an engineering study indicates the need for this type of delineation. Curbs at openings in a continuous median island need not be marked unless an engineering study indicates the need for this type of marking. Support: Refer to Section 28.39 for Parking Regulations. In California,curb markings are not used for delineating traffic.They are mainly used for parking regulations. Standard: The color of curb markings shall conform to CVC 21458 quoted below: (a)Whenever local authorities enact local parking regulations and indicate them by the use of paint upon curbs,the following colors only shall be used,and the colors indicate as follows: (1)Red indicates no stopping,standing,or parking,whether the vehicle is attended or unattended, except that a bus may stop in a red zone marked or sign posted as a bus loading zone. (2)Yellow indicates stopping only for the purpose of loading or unloading passengers or freight for the time as may be specified by local ordinance. (3)White indicates stopping for either of the following purposes: (A)Loading or unloading of passengers for the time as may be specified by local ordinance. (B)Depositing mail in an adjacent mailbox. (4)Green indicates time limit parking specified by local ordinance. (5)Blue indicates parking limited exclusively to the vehicles of disabled persons and disabled veterans. (b)Regulations adopted pursuant to subdivision(a)shall be effective on days and during hours or times as prescribed by local ordinances. Parking regulations shall be covered by ordinance or order of the authority having jurisdiction over the street or highway. Option: Curb markings may supplement standard signs. Prohibitions or restrictions enacted by local authorities under Sections 22506 or 22507 may be indicated by marking curbs as prescribed by CVC Section 21458. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-22 (FHWA's MUTCD 2003 including Revisions)and 2,as amended for use in California) Policy on Parking Restrictions Support: Loading Zones-Local authorities are authorized by Section 21112 of the CVC to license and regulate the location of stands on streets and highways for use of taxicabs and other public carriers for hire.Where such stands are located on State highways,and highway maintenance is not delegated to the local authority,the approval of the Department is required.The District Directors have been delegated authority to approve local ordinances establishing such stands. Loading zone ordinances restricted for certain segments of traffic such as"hotel patrons only"will not be approved. Bus stand ordinances are generally approved. Standard: Whenever practicable,bus stands shall be located on the far side of the intersection. Section 3B.22 Preferential Lane Word and Symbol Markings Standard: When a lane is assigned full or part time to a particular class or classes of vehicles,preferential lane markings shall be used. Signs or signals shall be used with preferential lane word or symbol markings. All preferential lane word and symbol markings shall be white. All preferential lane word and symbol markings shall be positioned laterally in the center of the preferred-use lane. Support: Preferential lanes identify a wide variety of special uses,including,but not limited to,high-occupancy vehicle(HOV)lanes,bicycle lanes,bus only lanes,taxi only lanes,and light rail transit only. Standard: Where a preferential lane use is established,the preferential lane shall be marked with one or more of the following symbol or word markings for the preferential lane use specified: A.HOV lane—the preferential lane use marking for high-occupancy vehicle lanes shall consist of white lines formed in a diamond shape symbol or the word message HOV.The diamond shall be at least 0.75 m(2.5 ft)wide and 3.7 m(12 ft)in length.The lines shall be at least 150 mm(6 in) in width. B.Bicycle lane—the preferential lane use marking for a bicycle lane shall consist of a bicycle symbol or the word marking BIKE LANE(see Chapter 9C and Figures 9C-1 and 9C-3 through 9C-6). C.Bus only lane—the preferential lane use marking for a bus only lane shall consist of the word marking BUS ONLY. D.Taxi only lane—the preferential lane use marking for a taxi only lane shall consist of the word marking TAXI ONLY. E.Light rail transit lane—the preferential lane use marking for a light rail transit lane shall consist of the letter T. F. Other preferential lane use markings shall be identified in accordance with Section 3B.23. If two or more preferential lane uses are permitted in a single lane,the symbol or word marking for each preferential lane use shall be installed. Guidance: Engineering judgment should determine the need for supplemental devices such as tubular markers, traffic cones,or flashing lights. Support: The spacing of the markings is an engineering judgment that is based on the prevailing speed,block lengths,distance from intersections,and other factors that affect clear communication to the road user. Markings spaced as close as 24 m(80 ft)apart might be appropriate on City streets,while markings spaced 300 m(1,000 ft)150 m(500 ft)might be appropriate for freeways(Refer to HOV Guidelines)and 56 m(180 ft)for onramps(Refer to Ramp Meter Design Manual).See Section 1A.11 for information regarding these publications. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-23 (FHWA's MUTCD 2003 including Revision)and 2,as amended for use in California) OPtioni Support: For State highways,see Department of Transportation's High Occupancy Vehide(HOV)Guidelines and Ramp Meter Design Manual.See Section 1A.11 for information regarding these publications. High Occupancy Vehicle(HOV)lanes are lanes where usage is restricted to a Bass of vehicle occupancy.HOV lane assignments could be made on a full-time or part time basis.Freeway mainline HOV lanes can be operated as physically separated,buffer separated,reversible,contiguous,or as contra-flow facilities.HOV lanes can also be operated on county roads or city streets. The HOV lane symbol(diamond shape)is shown in Figure 3B-106(CA). Section 3B.23 Preferential Lane Longitudinal Markings for Motor Vehicles Standard: Preferential lane longitudinal markings for motor vehicles shall be marked with the appropriate word or symbol pavement markings in accordance with Section 3B.22. Support: Preferential lanes can take many forms depending on the level of usage and the design of the facility. They might be physically separated from the other travel lanes by a barrier,median,or painted neutral area, or they might be concurrent with other travel lanes and be separated only by longitudinal pavement markings.Further,physically separated preferential lanes might operate in the same direction or be reversible. Option: Preferential lanes may be operated either full-time(24 hours per day on all days),for extended periods of the day,or part-time(restricted usage during specific hours on specified days). Standard: The following four items are presented in tabular form in Table 3134 3B-2(CA): A.Physically separated,nonreversible preferential lane--the longitudinal pavement markings for preferential lanes that are physically separated from the other travel lanes by a barrier, median,or painted neutral area shall consist of a single normal solid yellow line at the left edge of the travel lane(s),a single normal solid white line at the right edge of the travel lane(s),and if there are two or more preferential lanes,the preferential travel lanes shall be separated with a normal broken white line(see Figure 3B-26a). B.Physically separated,reversible preferential lane—the longitudinal pavement markings for reversible preferential lanes that are physically separated from the other travel lanes by a barrier,median,or painted neutral area shall consist of a single normal solid white line at both edges of the travel lane(s),and if there are two or more preferential lanes,the preferential travel lanes shall be separated with a normal broken white line(see Figure 3B-26a). C.Concurrent flow(left side)preferential lane—the longitudinal pavement markings for a full- time or part-time preferential lane on the left side of the other traveled lanes shall consist of a single normal solid yellow line at the left edge of the preferential travel lane(s)and one of the following at the right edge of the preferential travel lane(s): 1. • . . . . . . . ..• .., • . . . . • . . . • : -• • . 2.A single solid wide white line where crossing is discouraged(see Figure 3B-26c). 3.A single broken wide white line where crossing is permitted(see Figure 3B-26d)at ingresstegress segments for physically separated full-time preferential lanes. 4.A single broken 100 mm(4 in)white line where crossing is permitted on preferential lanes that operate for only certain periods of the day.In these cases,markings shall conform to the purpose the lane serves a majority of the time. If there are two or more preferential lanes,the preferential travel lanes shall be separated with a normal broken white line. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-24 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) D.Concurrent flow(right side)preferential lane—the longitudinal pavement markings for a full- time or part-time preferential lane on the right of the other travel lanes shall consist of a single normal solid white line at the right edge of the preferential travel lane(s)if warranted and one of the following at the left edge of the preferential travel lane(s): 2.A single solid wide white line where crossing is discouraged(see Figure 3B-26c). 3.A single broken wide white line where crossing is permitted(see Figure 3B-26d)at ingress/egress segments for physically separated full-time preferential lanes. 4.A single dotted normal white line where crossing is permitted for any vehicle to perform a right turn maneuver(see Figure 3B-26e). 5.A single broken 100 mm(4 in)white line where crossing is permitted on preferential lanes that operate for only certain periods of the day.In these cases,markings shall conform to the purpose the lane serves a majority of the time. If there are two or more preferential lanes,the preferential travel lanes shall be separated with a normal broken white line. Guidance: Option: When concurrent flow preferential lanes and other travel lanes are separated by more than 1.2 m(4 ft)3.6 m(12 ft)or more,chevron markings should may be placed in the neutral area. Guidance: Q If used,the The chevron spacing should be 30 m(100 ft)60 m(200 ft)or greater.•-. - .. .. . Y. . . . - , . - . . . .. . .•. ..• :1 .. Support: The striping pattern for the lane lines between the HOV lane and the adjacent normal flow lanes will vary depending on the condition.See Department of Transportation's High Occupancy Vehicle(HOV)Guidelines and Ramp Meter Design Manual for the appropriate HOV lane line striping patterns and markings.See Section 1A.11 for information regarding these publications. Section 3B.24 Markings for Roundabout Intersections Support: Roundabout intersections are distinctive circular roadways that have the following three critical characteristics: A.A requirement to yield at entry which gives a vehicle on the circular roadway the right-of-way; B.A deflection of the approaching vehicle around the central island;and C.A flare or widening of the approach to allow for proper operation as needed. Examples of markings for roundabout intersections are shown in Figures 3B-27 and 3B-28. Option: A yellow edge line may be placed around the inner(left)edge of the circular roadway. Guidance: A white line should be used on the outer(right)side of the circular roadway as follows: a solid line along the splitter island and a dotted line across the lane(s)entering the roundabout intersection. Edge line extensions should not be placed across the exits from the circular roadway. Where crosswalk markings are used,these markings should be located a minimum of 7.6 m(25 ft) upstream from the yield line,or,if none,from the dotted white line. Option: Lane lines may be used on the circular roadway if there is more than one lane. A yield line(see Section 3B.16)may be used to indicate the point behind which vehicles are required to yield at the entrance to a roundabout intersection. Standard: Bicycle lane markings shall not be provided on the circular roadway of a roundabout intersection. Chapter 3B--Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-25 (FHWA's MUTCD 2003 including Revision) 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 eng veered 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 313.101(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-26 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) Section 3B.102(CA)Passing Lanes Standard: When a passing lane is provided,a two-direction no passing marking(see Figure 3A 104(CA))shall be used when the Average Daily Traffic(ADT)exceeds 3,000.See Figure 3B-107(CA). Option: Passing in both directions may be provided by alternating the direction of the middle lane at about 1.6 km(1 mi) intervals. A one-direction no passing marking(see Figure 3A-103(CA))with one or more YIELD TO UPHILL TRAFFIC (R55(CA))signs may be used when the ADT is 3,000 or less. Section 3B.103(CA)Truck Lanes Standard: When a climbing lane is provided on an upgrade and it is necessary to prohibit trucks from passing slower moving vehicles,a 200 mm(8 in)solid white line shall be used in place of the standard lane line stripe. The TRUCKS RIGHT LANE ONLY(R53B(CA))sign shall be placed at the beginning of the restriction and at approximately 0.4 km(1/4 mi)intervals.When the restriction is necessary only during certain hours,the Specific Hours/Days Plaque(R82A(CA))shall be placed below the R53B(CA)sign. The TRUCKS RIGHT LANE ONLY(R53B(CA))sign shall be placed at the beginning of the restriction and at approximately 0.4 km(1/4 mi)intervals.When the restriction is necessary only during certain hours,the Specific Hours/Days Plaque(R82A(CA))shall be placed below the R53B(CA)sign. A TRUCK LANE(R4-6)sign shall be placed in advance of the truck lane.An END TRUCK LANE(R53A(CA)) sign shall be placed at the end of the restriction.See Figure 3B-12(CA)for signing and marking the end of an extra lane. Section 3B.104(CA)Turn Lanes Support: Refer to CVC 21460.5 for Two-Way Left-Turn Lanes. For details of two-way left-turn lanes,see Figure 3B-7(CA).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. Standard: Left-turn or right-turn lanes shall be separated from the through lanes by a single solid 200 mm(8 in)wide white line as shown in Figure 3A 112(CA). Section 3B.105(CA)Turnouts Guidance: Paved turnouts should be marked with a 200 mm(8 in)wide single solid white line between the through lane and the turnout.The line should not extend through the entry and exit areas.See Figure 3B-108(CA)and Department of Transportation's Highway Design Manual,Section 204.5(4).See Section 1A.11 for information regarding this publication. Turnouts should be 60 m(200 ft)to 150 m(500 ft)in length including a short taper of 15 m(50 ft)at each end. Turnouts should not be longer than 150 m(500 ft). The right edge line should be dropped throughout the length of the turnout. Option: Turnout length may be increased 30 m(100 ft)on down grades over 3%. Section 3B.106(CA)Rumble Strips Support: Rumble strips are bands of raised material or indentations formed or ground into the traveled way,on the centerline or shoulders.Rumble strips call the motorist's attention to standard warning or regulatory devices or otherwise alert drivers by transmitting sound and/or vibration through the vehicle. Chapter 3B--Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-27 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) Option: Rumble strips may be used in the traveled way on California's streets and highways if the traffic engineer considers their use as the optimal solution to the identified problem. Rumble strips may be used upstream of stop-controlled or signalized intersections if one or more of the following conditions exist: • Engineering judgment indicates a special need due to sight distance restriction. • High approach speeds. • History of Ran-Stop-Sign crashes. Guidance: The use of rumble strips on State highways should be reviewed by the Department of Transportation's District Traffic Engineer or their representative. Option: Rumble strips may be incorporated into rehabilitation projects to replace existing rumble strips without an extensive review. Guidance: Requests should include a description of location, reasons for use,the alternatives which were considered,collision history and a discussion of standard traffic control devices which have been or are in place. Traveled Way Rumble Strips: Support: Rumble strips on the traveled way are 19 mm(0.75 in)or less in height if raised or 25 mm(1 in)or less in depth if rolled-in indentations,8.5 mm(0.33 in)+1-1.5 mm(0.06 in)if ground-in indentations and generally extend across the travel lanes. A ground in rumble strip with the dimensions shown above has been field reviewed to confirm rideability for bicyclists&motorcydists. There are several significant disadvantages to the use of rumble strips across the travel lanes.These include: • An abrupt rise in the roadway can present problems to bicyclists and motorcyclists.For this reason,there should be provisions made for cyclists to safely traverse through or around raised rumble strips. • Nearby residents may be subjected to noise. Typical locations where rumble strips on the traveled way have been used include: • End of a freeway. • In advance of toll booths. • Within a construction zone in advance of the workers. • In advance of a"T"Intersection where the motorist is not expecting to stop. Shoulder Rumble Strips: Support: Shoulder rumble strips are 19 mm(0.75 in)or less in height if raised 25 mm(1 in)in depth for rolled-in indentations and 8.5 mm(0.33 in)+/-1.5 mm(0.06 in)for ground-in indentations that extend along the highway shoulder.The maximum width of shoulder rumble strips is 300 mm(12 in)for both rolled-in and ground-in indentations. Guidance: Where bicycles are permitted,shoulder rumble strips should not be used unless approximately 1.5 m(5 ft)of clear shoulder width for bicycle use is available between the rumble strips and the outer edge of the shoulder. Standard: Ground-in rumble strip treatments that are greater than 8.5 mm(0.33 in)+/-1.5 mm(0.06 in)depth shall not be installed on shoulders where bicyclists are allowed. Option: Research findings indicate that the use of rumble strips on shoulders of freeways in remote areas may reduce drift- off-road collisions. Drifting off the road is most likely to be a problem on freeways with few interchanges and long tangents.Rumble strips may be used on other roadway types as well to address drift off roadway collisions at locations where they are a concern.The rumble strips may consist of grooves rolled into the hot mix as part of a resurfacing project,ground-in indentation in Portland Concrete Cement or Asphalt Concrete in existing roadway shoulders,or the application of a raised and inverted profile thermoplastic. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-28 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) Guidance: When roadways in remote areas are to be resurfaced,consideration should be given to the drift-off-road problem • and the use of rumble strips considered. Option: Table 38-101(CA)may be used by the District Traffic Engineer as a guide to determine the appropriate rumble strip treatment for various shoulder types. Centerline Rumble Strips: Support: Centerline rumble strips are currently being used experimentally at 2 and 3 lane locations in California and across the nation as a tool to address drift across the centerline collisions. Option: The District Traffic Engineer may consider the use of centerline rumble strips with other considerations as a means of addressing drift across the centerline collisions. 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The right Line wide side reads on long radius 2. }� �o pavement placed to the sign Section�: (This space left intentionally blank) Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings PROJECT LOCATION SURVEY DOCUMENTS 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. 7-18-88 se A- ,ET-C3 Se4- n/c% \ ,d 6. 7. 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(‘ .... z 4.t...,. ,. <• 01 \ \ I— X W x La 8 re 1— -.5.. re 0 .:c 0.. 0 Zt4 a CONTRACT AGREEMENT AGREEMENT CITY OF SAN BERNARDINO THIS AGREEMENT is made and concluded this day of d � -1 , 200,between the City ?au of San Bernardino(owner and hereinafter"CITY"),and ?a �ytSI (herein er " ONTRACTOR"). 1. For and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the CITY, and under the conditions expressed in the bond as deposited with the CITY, receipt of which is hereby acknowledged,the CONTRACTOR agrees with the CITY, at the CONTRACTOR's own proper cost and expense in the Special Provisions to be furnished by the CITY,to furnish all materials,tools and equipment and perform all the work necessary to complete in good workmanlike and substantial manner the PAVEMENT REHABILITATION ON TWO CITY STREETS IRVINGTON AVENUE,FROM OLIVE AVENUE TO PINE AVENUE PLAN NO. 12800(SS 11-014); and BELMONT AVENUE,FROM PALM AVENUE TO OLIVE AVENUE PLAN NO. 12804(SS 11-013) in strict conformity with Plans and Special Provisions Nos. 12800 & 12804, 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 ON TWO CITY STREETS: IRVINGTON AVENUE, FROM OLIVE AVENUE TO PINE AVENUE,PLAN NO. 12800(SS 11-014); and BELMONT AVENUE, FROM PALM AVENUE TO OLIVE AVENUE,PLAN NO. 12804 (SS 11-013 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: 1(Cld dUfl BY: ALLEN PARKER City Manager BY: TITLE: C eft ATTEST: MAILING ADDRESS: AL�f//% u"iVKll. 'ORGEA HANNA City Clerk ) qa:3(99 PHONE NO.:(7) "Igo J33(,k, APPROVED AS TO FORM: ATTEST: I cc r, -M .PENMAN,City Attorney Secretary NOTE: Secretary of the Owner should attest. If Contractor is a corporation,Secretary should attest. ,•11 '- tb. BOND NO. 1000826474 iv/ND PREMIUM 58,170.00 WHICH IS SUBJECT TO CHANGE BASED ON THE FINAL CONTRACT AMOUNT BOND EXECUTED IN TRIPLICATE I /t Document A312TM - 2010 Performance Bond CONTRACTOR: SURETY: (Name, legal status and address) (Name, legal status and principal place of business) . K A D Paving Company dba K A D Engineering U.S.Specialty Insurance Company 625 The City Drive South, Ste. 130,Orange,CA 92868 12173 10th St.,Yucaipa, CA 92399 This document has important legal consequences.Consultation with an attorney is encouraged with OWNER: respect to its completion or (Name, legal status and address) modification. City of San Bernardino Any singular reference to 300 N.D Street, San Bernardino,CA 92418 Contractor,Surety,Owner or other party shall be considered plural where applicable. CONSTRUCTION CONTRACT AIA Document A312-2010 Date combines two separate bonds,a Performance Bond and a Amount: $272,323.50 Payment Bond,into one form. Two Hundred Seventy Two Thousand Three Hundred Twenty Three Dollars 0/100 This is not a single combined Description: Performance and Payment Bond. (Name and location) Pavement Rehabilitation on Two City Streets; Irvington Avenue, From Olive Avenue To Pine Avenue, Plan No. 12800 (SS 11-014);And Belmont Avenue, From Palm Avenue To Olive Avenue, Plan No. 12804(SS 11-013) BOND Date: 03/29/2013 (Not earlier than Construction Contract Date) Amount: $272,323.50 Two Hundred Seventy Two Thousand Three Hundred Twenty Three Dollars 0/100 Modifications to this Bond: ©None ❑ See Section 16 CONTRACTOR AS PRINCIPAL SURETY Company (Corporate Seal) Company: (Corp c ate Seal) P K A D Paving Company dba K A D U.S.Specialty Insur. ce ••mpany Signature, lN' ur Signate. ��' Name 1C,bactA c4 S Name y ,,T auii Attorney-in- act and Title: pr_e�tfl and Title: (Any additional signatures appear on the last page of this Performance l;and.) (FOR INFORMATION ONLY —Name, address and telephone) OWNER'S R='RESENTATIVE: AGENT or BROKER: (Architect, E gineer or other party:) The Bond Exchange and Insurance Agency 24800 Chrisanta Drive, Suite 160, Mission Viejo,CA 92691 Agency Telephone:949-461-7000 AIA Document A312T"—2010.The American Institute of Architects.This document was created on under the terms of Init. AIA Documents-on-Demand T"order no. ,and is not for resale.This document is licensed by The American Institute of Architects for osio 0 one-time use only,and may not be reproduced prior to its completion. §1 The Contractor and Surety,jointly and severally,bind themselves,their heirs,executors,administrators,successors and assigns to the Owner for the performance of the Construction Contract,which is incorporated herein by reference. §2 If the Contractor performs the Construction Contract,the Surety and the Contractor shall have no obligation under this Bond,except when applicable to participate in a conference as provided in Section 3. §3 If there is no Owner Default under the Construction Contract,the Surety's obligation under this Bond shall arise after .1 the Owner first provides notice to the Contractor and the Surety that the Owner is considering declaring a Contractor Default. Such notice shall indicate whether the Owner is requesting a conference among the Owner,Contractor and Surety to discuss the Contractor's performance.If the Owner does not request a conference,the Surety may,within five(5)business days after receipt of the Owner's notice, request such a conference.If the Surety timely requests a conference,the Owner shall attend.Unless the Owner agrees otherwise,any conference requested under this Section 3.1 shall be held within ten (10)business days of the Surety's receipt of the Owner's notice.if the Owner,the Contractor and the Surety agree,the Contractor shall be allowed a reasonable time to perform the Construction Contract, but such an agreement shall not waive the Owner's right,if any,subsequently to declare a Contractor Default; .2 the Owner declares a Contractor Default,terminates the Construction Contract and notifies the Surety; and .3 the Owner has agreed to pay the Balance of the Contract Price in accordance with the terms of the Construction Contract to the Surety or to a contractor selected to perform the Construction Contract. §4 Failure on the part of the Owner to comply with the notice requirement in Section 3.1 shall not constitute a failure to comply with a condition precedent to the Surety's obligations,or release the Surety from its obligations,except to the extent the Surety demonstrates actual prejudice. §5 When the Owner has satisfied the conditions of Section 3,the Surety shall promptly and at the Surety's expense take one of the following actions: §5.1 Arrange for the Contractor,with the consent of the Owner,to perform and complete the Construction Contract; §5.2 Undertake to perform and complete the Construction Contract itself,through its agents or independent contractors; §5.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Construction Contract,arrange for a contract to be prepared for execution by the Owner and a contractor selected with the Owner's concurrence,to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract,and pay to the Owner the amount of damages as described in Section 7 in excess of the Balance of the Contract Price incurred by the Owner as a result of the Contractor Default;or §5.4 Waive its right to perform and complete,arrange for completion,or obtain a new contractor and with reasonable promptness under the circumstances: .1 After investigation,determine the amount for which it may be liable to the Owner and,as soon as practicable after the amount is determined,make payment to the Owner; or .2 Deny liability in whole or in part and notify the Owner,citing the reasons for denial. §6 If the Surety does not proceed as provided in Section 5 with reasonable promptness,the Surety shall be deemed to be in default on this Bond seven days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond,and the Owner shall be entitled to enforce any remedy available to the Owner.if the Surety proceeds as provided in Section 5.4,and the Owner refuses the payment or the Surety has denied liability,in whole or in part,without further notice the Owner shall be entitled to enforce any remedy available to the Owner. AIA Document A312"—2010.The American Institute of Architects.This document was created on 09/20/2010 16:08:23 under the terms of Init. AlA Documents-on-Demand"order no 2005199009,and is not for resale.This document is licensed by The American Institute of Architects for 2 one-time use only,and may not be reproduced prior to its completion. §7 If the Surety elects to act under Section 5.1,5.2 or 5.3,then the responsibilities of the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract,and the responsibilities of the Owner to the Surety shall not be greater than those of the Owner under the Construction Contract. Subject to the commitment by the Owner to pay the Balance of the Contract Price,the Surety is obligated,without duplication,for .1 the responsibilities of the Contractor for correction of defective work and completion of the Construction Contract; .2 additional legal,design professional and delay costs resulting from the Contractor's Default,and resulting from the actions or failure to act of the Surety under Section 5;and .3 liquidated damages,or if no liquidated damages are specified in the Construction Contract,actual damages caused by delayed performance or non-performance of the Contractor. §8 If the Surety elects to act under Section 5.1,5.3 or 5.4,the Surety's liability is limited to the amount of this Bond. §9 The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Construction Contract,and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations.No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs,executors,administrators,successors and assigns. §10 The Surety hereby waives notice of any change,including changes of time,to the Construction Contract or to related subcontracts,purchase orders and other obligations. §11 Any proceeding,legal or equitable,under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after a declaration of Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond,whichever occurs first.If the provisions of this Paragraph are void or prohibited by law,the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. §12 Notice to the Surety,the Owner or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears. §13 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein.When so furnished,the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. §14 Definitions §14.1 Balance of the Contract Price.The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made,including allowance to the Contractor of any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled,reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract. §14.2 Construction Contract.The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and changes made to the agreement and the Contract Documents. §14.3 Contractor Default.Failure of the Contractor,which has not been remedied or waived,to perform or otherwise to comply with a material term of the Construction Contract. §14.4 Owner Default.Failure of the Owner,which has not been remedied or waived,to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. §14.5 Contract Documents. All the documents that comprise the agreement between the Owner and Contractor. §15 If this Bond is issued for an agreement between a Contractor and subcontractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. AIA Document A312'""—2010.The American Institute of Architects.This document was created on 09/20/2010 16:08:23 under the terms of Init. AIA Documents-on-Demand"order no. 2005199009,and is not for resale.This document is licensed by The American Institute of Architects for 3 one-time use only,and may not be reproduced prior to its completion. • §16 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 Y� Com P an (Corporate Seal) Company: (Corporate Seal) Signature: Signature: Name and Title: Name and Title: Address: Address: AIA Document A312 TM-2010.The American Institute of Architects.This document was created on 09/20/2010 16:08:23 under the terms of Init. AIA Documents-on-Demand""order no. 2005199009,and is not for resale.This document is licensed by The American Institute of Architects for 4 one-time use only,and may not be reproduced prior to its completion. ACKNOWLEDGMENT State of California County of Orange ) On March 29, 2013 before me, Jennifer C. Anaya,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(%) is/are, subscribed to the within instrument and acknowledged to me that he/Ikea:key executed the same in hisbberteir authorized capacity(*, and that by his/i xl 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. WITNESS my hand an• •'ff ici: *.l j JENNIFER C.ANAYA N p9 COMM. #1974158 • W : sJ a NOTARY PUBLIC.CALIFORNIA CC r 'L►^ ORANGE COUNTY N c4UFGRtsP MY COMM.EXP.MAY Z,2016 Signature �� (Seal) .,. ,., _...w. ... . • . ■ POWER OF ATTORNEY AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY KNOW ALL MEN BY THESE PRESENTS:That American Contractors Indemnity Company,a California corporation,United States Surety Company, a Maryland corporation and U.S. Specialty Insurance Company, a Texas corporation (collectively, the "Companies"),do by these presents make,constitute and appoint: James W.Moilanen,Yung T.Mullick or Jennifer C.Anaya of Mission Viejo,California its true and lawful Attorney(s)-in-fact,each in their separate capacity if more than one is named above,with full power and authority hereby conferred in its name,place and stead,to execute,acknowledge and deliver any and all bonds,recognizances,undeffakings ., or other instruments or contracts of suretyship to include riders, amendments, and consents of surety, providing the and penalty dbes not exceed *****Three Million***** ' Dollars ($ **3,00(J,000.00** ). This Power of Attorney shall expire without'further action on December 08,2016. This Power of Attorney is granted under and by authority of the following resolutions adopted by the Boards of Directors of the Companies: Be it Resolved,that the President,any Vice-President,any Assistant Vice-President,any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attomey(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Attorney-in-Fact may be given full power and authority for and in the name of and on behalf of the Company,to execute,acknowledge and deliver,any and all bonds, recognizandes, contracts, agreements or indemnity and other conditional or obligatory undertakings, including any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts,and any and all notices and documents canceling or terminating the Company's liability thereunder,and any such instruments so executed by any such Attorney-in-Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. t Be it Resobed,that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate'relating thereto by facsimile,and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. , e 4 N,. IN wrrnss WHEREOF,The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 10th day of December,2012. . i t Illy AMERICArl CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY ,U.S.SPECIALTY INSURANCE COMPANY ■ 0 I Corpora&Seals „,,,,,mg,,,„,,, „„r ar,„ . ,. ,,..‘. "...4:1'..g 'ir.... lip...f .:•. ...r v.:. Daniel P.Aguilar,Vice President State of California "4.1tiel N,„ i ,, ,0,,,,,,,t„,,,, , l'i ■, .: County of Los Angeles SS: ,. On 10th ilay of December,2012,before me,Vanessa Wright,a notary public,personally appeared Daniel P.Aguilar,Vice Pre'slident of American Contractors Indemnity Company, United States Surety Company and U.S. Specialty Insurance Company who prov41 to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity,and that by his signature on the instrument the person(s),or the entity upon behalf of which thenrson(s)acted,executed the instrument. ,I : ,.. I certify tinder PENALTY OF PERJURY under the laws of the State of California that the.foregoing paragraph is true and correct. WITNESk my hand and official seal. IN. t' I' 1 rf: d L -- --* 1 :-:, NCootmary m moono*.1I131 Signature (Seal) , , is I,Jeanni Lee, Assistant Secretary of American Contractors Indemnity Company, United States Surety Company and U S Specialty rt Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies,which is still in full force and effect; furthermore,the resolutions of the Boards of Directors, set out in the Power of Attorney are in full force and effect. In Wiitsweikineof,I have heauuto set my hand and affixed the seals of said Companies at Los Angeles,California this 29 day Luii of . ,,,-1._ Corporate:seals ■ 00";=7",,,, ,4017 „ ,,e.„. 4 . . ........ :d " 1 1000826474 le• ....-: -.-, . ,, _. ,,,, os .,,,, ...:, Bond No :-...:, .1—L. ..1-c,. --7', ,o-,. ;.-.--0 3:i Jeannie Lee,Wssistant Secretary E 2 F0510 ::.,1 fin: ', ;c:. as°, ""*".,...e .1i--: Agency Ni. 7715 , 2 , ,3„,,f, SEPT 25,1990.. ....z 3:1.- --_ '4.nrilIalit, 4. :t. , n :, 'i'. BOND NO. 1000826474 BOND PREMIUM INCLUDED IN PERFORMANCE BOND BOND EXECUTED IN TRIPLICATE gPiel I Document A312TM - 2010 Payment Bond CONTRACTOR: SURETY: (Name, legal status and address) (Name, legal status and principal place of business) K A D Paving Company dba K A D Engineering U.S.Specialty Insurance Company 12173 10th St.,Yucaipa, CA 92399 625 The City Drive South, Ste. 130,Orange, CA 92868 This document has important legal consequences.Consultation with an attorney is encouraged with OWNER: respect to its completion or (Name, legal status and address) modification. City of San Bernardino Any singular reference to 300 N. D Street, San Bernardino,CA 92418 Contractor,Surety,Owner or other party shall be considered plural where applicable. CONSTRUCTION CONTRACT AIA Document A312-2010 Date: combines two separate bonds,a Performance Bond and a Amount: $272,323.50 Payment Bond,into one form. Two Hundred Seventy Two Thousand Three Hundred Twenty Three Dollars 0/100 This is not a single combined Description: Performance and Payment Bond. (Name and location) Pavement Rehabilitation on Two City Streets; Irvington Avenue, From Olive Avenue To Pine Avenue, Plan No. 12800 (SS 11-014);And Belmont Avenue, From Palm Avenue To Olive Avenue, Plan No. 12804(SS 11-013) BOND Date: 03/29/2013 (Not earlier than Construction Contract Date) Amount:$272,323.50 Two Hundred Seventy Two Thousand Three Hundred Twenty Three Dollars 0/100 Modifications to this Bond: ® None ❑ See Section 18 CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Cori rate Seal) p Y K A D Paving Company dba K A D U.S.Specialty Insura e C'mpany Signature: t Signature: Name Name YungT.M,,06k Attorney.n-Fact �Ce�ezAc�� ����� 2 and Title: Pr e S�D and Title: (Any additional signatures appear on the last page of this Payment Bon (FOR INFORMATION ONLY —Name, address and telephone) OWNER'S 'EPRESENTATIVE: AGENT or BROKER: (Architect, Engineer or other party.) The Bond Exchange and Insurance Agency 24800 Chrisanta Drive, Suite 160, Mission Viejo, CA 92691 Agency Telephone:949-461-7000 AIA Document A312T"—2010.The American Institute of Architects.This document was created on under the terms of Init. AIA Documents-on-Demand"'order no. ,and is not for resale.This document is licensed by The American Institute of Architects for 5 061010 one-time use only,and may not be reproduced prior to its completion. §1 The Contractor and Surety,jointly and severally,bind themselves,their heirs,executors,administrators,successors and assigns to the Owner to pay for labor,materials and equipment furnished for use in the performance of the Construction Contract,which is incorporated herein by reference,subject to the following terms. §2 If the Contractor promptly makes payment of all sums due to Claimants,and defends,indemnifies and holds harmless the Owner from claims,demands,liens or suits by any person or entity seeking payment for labor,materials or equipment furnished for use in the performance of the Construction Contract,then the Surety and the Contractor shall have no obligation under this Bond. §3 If there is no Owner Default under the Construction Contract,the Surety's obligation to the Owner under this Bond shall arise after the Owner has promptly notified the Contractor and the Surety(at the address described in Section 13) of claims,demands,liens or suits against the Owner or the Owner's property by any person or entity seeking payment for labor,materials or equipment furnished for use in the performance of the Construction Contract and tendered defense of such claims,demands,liens or suits to the Contractor and the Surety. §4 When the Owner has satisfied the conditions in Section 3,the Surety shall promptly and at the Surety's expense defend,indemnify and hold harmless the Owner against a duly tendered claim,demand,lien or suit. §5 The Surety's obligations to a Claimant under this Bond shall arise after the following: §5.1 Claimants,who do not have a direct contract with the Contractor, .1 have furnished a written notice of non-payment to the Contractor,stating with substantial accuracy the amount claimed and the name of the party to whom the materials were,or equipment was,furnished or supplied or for whom the labor was done or performed,within ninety(90)days after having last performed labor or last furnished materials or equipment included in the Claim;and .2 have sent a Claim to the Surety(at the address described in Section 13). §5.2 Claimants,who are employed by or have a direct contract with the Contractor,have sent a Claim to the Surety(at the address described in Section 13). §6 If a notice of non-payment required by Section 5.1.1 is given by the Owner to the Contractor,that is sufficient to satisfy a Claimant's obligation to furnish a written notice of non-payment under Section 5.1.1. §7 When a Claimant has satisfied the conditions of Sections 5.1 or 5.2,whichever is applicable,the Surety shall promptly and at the Surety's expense take the following actions: §7.1 Send an answer to the Claimant,with a copy to the Owner,within sixty(60)days after receipt of the Claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed;and §7.2 Pay or alTange for payment of any undisputed amounts. §7.3 The Surety's failure to discharge its obligations under Section 7.1 or Section 7.2 shall not be deemed to constitute a waiver of defenses the Surety or Contractor may have or acquire as to a Claim,except as to undisputed amounts for which the Surety and Claimant have reached agreement.If,however,the Surety fails to discharge its obligations under Section 7.1 or Section 7.2,the Surety shall indemnify the Claimant for the reasonable attorney's fees the Claimant incurs thereafter to recover any sums found to be due and owing to the Claimant. §8 The Surety's total obligation shall not exceed the amount of this Bond,plus the amount of reasonable attorney's fees provided under Section 7.3,and the amount of this Bond shall be credited for any payments made in good faith by the Surety. §9 Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance of the Construction Contract and to satisfy claims,if any,under any construction performance bond.By the Contractor furnishing and the Owner accepting this Bond,they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and Surety under this Bond,subject to the Owner's priority to use the funds for the completion of the work. AIA Document A312" —2010.The American Institute of Architects.This document was created on 09/20/2010 010 American. :23titute of under the terms erms of 6 Init. AIA Documents-on-Demand"'order no. 2005199009,and is not for resale.This document is licensed by one-time use only,and may not be reproduced prior to its completion. §10 The Surety shall not be liable to the Owner,Claimants or others for obligations of the Contractor that are unrelated to the Construction Contract.The Owner shall not be liable for the payment of any costs or expenses of any Claimant under this Bond,and shall have under this Bond no obligation to make payments to,or give notice on behalf of,Claimants or otherwise have any obligations to Claimants under this Bond. §11 The Surety hereby waives notice of any change,including changes of time,to the Construction Contract or to related subcontracts,purchase orders and other obligations. §12 No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the state in which the project that is the subject of the Construction Contract is located or after the expiration of one year from the date(1)on which the Claimant sent a Claim to the Surety pursuant to Section 5.1.2 or 5.2,or(2)on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction Contract,whichever of(1)or(2)first occurs. If the provisions of this Paragraph are void or prohibited by law,the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. §13 Notice and Claims to the Surety,the Owner or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears.Actual receipt of notice or Claims,however accomplished,shall be sufficient compliance as of the date received. §14 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein.When so furnished,the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. §15 Upon request by any person or entity appearing to be a potential beneficiary of this Bond,the Contractor and Owner shall promptly furnish a copy of this Bond or shall permit a copy to be made. §16 Definitions §16.1 Claim.A written statement by the Claimant including at a minimum: .1 the name of the Claimant; .2 the name of the person for whom the labor was done,or materials or equipment furnished; .3 a copy of the agreement or purchase order pursuant to which labor,materials or equipment was furnished for use in the performance of the Construction Contract; .4 a brief description of the labor,materials or equipment furnished; .5 the date on which the Claimant last performed labor or last furnished materials or equipment for use in the performance of the Construction Contract; .6 the total amount earned by the Claimant for labor,materials or equipment furnished as of the date of the Claim; .7 the total amount of previous payments received by the Claimant;and .8 the total amount due and unpaid to the Claimant for labor,materials or equipment furnished as of the date of the Claim. §16.2 Claimant.An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor,materials or equipment for use in the performance of the Construction Contract.The term Claimant also includes any individual or entity that has rightfully asserted a claim under an applicable mechanic's lien or similar statute against the real property upon which the Project is located.The intent of this Bond shall be to include without limitation in the terms"labor,materials or equipment"that part of water,gas,power,light,heat,oil, gasoline,telephone service or rental equipment used in the Construction Contract,architectural and engineering services required for performance of the work of the Contractor and the Contractor's subcontractors,and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor,materials or equipment were furnished. §16.3 Construction Contract.The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and all changes made to the agreement and the Contract Documents. AIA Document A312T,"—2010.The American Institute of Architects.This document was created on 09/20/2010 16:08:23 under the terms of Init. AIA Documents-on-DemandT"order no 2005199009,and is not for resale.This document is licensed by The American Institute of Architects for 7 one-time use only,and may not be reproduced prior to its completion. §16.4 Owner Default.Failure of the Owner,which has not been remedied or waived,to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. §16.5 Contract Documents. All the documents that comprise the agreement between the Owner and Contractor. §17 If this Bond is issued for an agreement between a Contractor and subcontractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. §18 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: (Corporate Seal) Company: (Corporate Seal) Signature: Signature: Name and Title: Name and Title: Address: Address: Init. AIA Document A312TM—2010.The American Institute of Architects.This document was created on 09/20/2010 16:08:23 under the terms of AIA Documents-on-Demand'"order no. 2005199009,and is not for resale.This document is licensed by The American Institute of Architects for 8 one-time use only,and may not be reproduced prior to its completion. ACKNOWLEDGMENT State of California County of Orange On March 29, 2013 before me, Jennifer C. Anaya,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(x)whose name(x) is/ala subscribed to the within instrument and acknowledged to me that he! i k:km executed the same in hisabertstinir authorized capacity**, and that by hislimakettr.signature(s)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. WITNESS my hand and : icial :al. , �F JENNIFER C.ANAYA N ialti:'m COMM.#1974158 70 Signature (Seal) +1: NOTARY PUBLIC•CALIFORNIA ORANGE COUNTY N CluFOR ' MY COMM.EXP.MAY 2,2016 , . POWER OF ATTORNEY AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY 'U.S.SPECIALTY INSURANCE COMPANY t , KNOW ALL MEN BY THESE PRESENTS:That American Contractors Indemnity Company,a California corporation,United States Surety Company, a Maryland corporation and U.S. Specialty Insurance Company, a Texas corporation (collectively, the "Companies"),do by these presents make,constitute and appoint: James W.Moilanen,Yung T.Mullick or Jennifer C.Anaya of Mission Viejo,California its true and lawful Attorney(s)-in-fact,each in their separate capacity if more than one is nail-led above,with full power and authority hereby conferred in its name,place and stead,to execute,acknowledge and deliver any and all bonds,recognizances,undertakings or other instruments or contracts of suretyship to include riders, amendments, and consents of surety, providing the bond r, 1 , penalty does not exceed *****Three Million***** , Dollars ($ "3,000,000:00** ). s I' This Pow of Attorney shall expire without further action on December 08,2016. This Power of Attorney is granted under and by , .t4 • , authorityof the following resolutions adopted by the Boards of Directors of the Companies: Be it Resolved,that the President,any Vice-President,any Assistant Vice-President,any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: , Attorney-in-Fact may be given full power and authority for and in the name of and on behalf of the Company,to execute,acknowledge and deliver,any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings, including any and all consents for the release of retained percentages,and/or final estimates on engineering and construction contracts,and any and all notices and documents canceling or terminating the Company's liability thereunder,and any such instruments so executed by any such Attorney-in-Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. 1 Be it Resolved,that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile,and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond oclundertaking to which it is attached. IN WITNESS WHEREOF,The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 10th day of December,2012. 1 i ' AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY, U.S.SPECIALTY INSURANCE COMPANY 1 ■ ., ,?t???, o ? ? :1;. ■a, ,rkl I CorporatV,Seals u°• '-0A. 14',"' 4f` 0 - 0 o F "• 7.7 .tir SEPT 25,1,3O - ",•44'. Daniel P.Aguilar,Vice President .. %°- • °S 1%,, . ' ..S ,t State of California ''''' ;f.,es' '',,,,„!„,,,,' County of Los Angeles SS: , On 10th day of December,2012,before me,Vanessa Wright,a notary public,personally appeared Daniel P.Aguilar,Vice President of , American Contractors Indemnity Company, United States Surety Company and U.S. Specialty Insurance Company who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged tO,me that he executed the same in his authorized capacity,and that by his signature on the instrument the person(s),or the entity upon behalf of .4' 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. WITNESS my hand and official seal. : r .,-- 'Of■,' Comaissiart•WWII Signature i- \ A—*'- — (Seal) ...,) c,..1-,,,, too moss cum I, Jeannie,Lee,Assistant Secretary of American Contractors Indemnity Company, United,States Surety Company and U.S. Specialty Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies,which is still in full force and effect; furthermore,the resolutions of the Boards of Directors, set out in the Power of AttomeyAre in full force and effect. In Wilgeg,tlfireof,I have Insulin to set my hand and affixed the seals of said Companies at Los Angeles,California this 29 day .4111J 7 i Corporate'Seals ' „ss ,/, t i t Tj i s"' o'$ "°:tq, S(*.1,,,,,,,,,, '''?4% I,' I 1000826474 4.?• ..4,. .t.v..- .A.,.. $. -'0,-, Bond Not! --'...:i Jeannie,I,,ee, sistant Secretary .:=.'.El'. .I.CORP0,,ATED —= BO' ' -11r t ,c a =- Agency No. 7715 ...SEPT 25 1890:-cs.: =.0.kt .-tt: S'.. ' .n.: I...-Yrks •-- 'A..:' 't.,t,' 9.1 4 s• Vf. , ....... � OP ID: PS AC-ORE,* DATE(MMIDD/YYYY) lham.n/ CERTIFICATE OF LIABILITY INSURANCE _ 03/29/13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 909-9804211 NME Silverstone Insurance Services 909-980.4785 ONE I FAX No): Jetton&Assoc Ins Svs Inc P.O.Box 1200(Luc 40004829) Rancho Cucamonga„CA 91729-1200 -PRODUCER Brent Jetton,MI,�IC CUSTOMER ID N KADPA.3 INSURER(S)AFFORDING COVERAGE NNC I INSURED K A D Paving Company INSURER A:Ironshore Specialty Ins Co 32147 Dunlap Blvd#K INSURER e:Nationwide Mutual Insurance Co 23787 Yucaipa,CA 92399 INSURER C:Rockhill Insurance Company 28053 INSURER 0 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADOL SUBR POLICY EFF POLICY EXP LNTR TYPE OF INSURANCE I SR WVD POLICY NUMBER (MM/DDIYYYY) (MM/DD/YYYY) UNITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY X AGS003810 03/19/13 03/19/14 DAMAGE TO RENTED $ 50,000 PREMISES IEa oouasrence) _ CLAMS-MADE [T OCCUR MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 _GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 2,000,000 GAT 7 POLICY�)l I JF 7 El LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 3 X ANY AUTO ACP7805481112 03/19/13 03/19/14 (Ea accident) BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $ X HIRED AUTOS (Per accident) X NON-OWNED AUTOS $ $ UMBRELLA UAB X OCCUR EACH OCCURRENCE $ 1,000,000 X EXCESS LIAB CLAIMS-MADE RXSLR000106101 03/19/13 03/19/14 AGGREGATE s 01 1,000,00 C DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION I WC CY LIMITS I IDER AND EMPLOYERS'UABIUTY ANY PROPRIETOR/PARTNERIEJECUTIVE Y/NI NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? l (Myaandatory in NH) E.L.DISEASE-EA EMPLOYEE $under If DESCRIPTION OF OPERATIONS below E .DISEASE-POLICY LIMIT $ B Rented/Leased Eqpt ACP7805481112 03/19/13 03/19/14 Value 100,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,AddIonal Remarks Schedule.If more spec?Is rogdrad) City of San Bernardino Department of Public Works is additional insured with respects to general liability per attached CG2010 07/04 and CG2037 07/04. RE: Irvington Avenue from Olive Avenue to Pine Avenue, Plan 412800 (SS11- CERTIFICATE HOLDER CANCELLATION , CISANBD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of San Bernardino Department of Public Works AUTHORIZED REPRESENTATIVE / 300 North D Street 3rd Floor + �Vii#/ Ali San Bernardino,CA 92418-0001 ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD POLICY NUMBER:AGS003820 COMMERCIAL GENERAL UABILTY CG20100704 THIS ENDORSEMENT CHANGES THE POLICY.PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Additional Insured Person(s) Or Organization(s): Location(s)of Covered Operations City of San Bernardino Department of Public Works Irvington Avenue from Olive Avenue to Pine Av- enue Plan#12800(SS11-014) Information required to complete this Schedule,if not shown above,will be shown in the Declarations. A. Section II — Who is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following additional exdu- organization(s) shown in the Schedule, but only sions apply: with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" This insurance does not apply to "bodily injury" or caused,in whole or in part, by: "property damage"occurring after: 1. Your acts or omissions;or 1. All work, including materials, parts or equip- 2. The acts or omissions of those acting on your ment furnished in connection with such work, behalf; on the project(other than service,maintenance or repairs) to be performed by or on behalf of in the performance of your ongoing operations for the additional insured(s) at the location of the the additional insured(s)at the locatIon(s)designat- covered operations has been completed;or ed above. 2. That portion of "your work° out of which the injury or damage arises has been put to its in- tended used by any person or organization other than another contractor or subcontractor engaged in performing operations for a princi- pal as a part of the same project. CG 2010 07 04 ©ISO Properties,Inc.,2004 Page 1 of 1 0 r , POLICY NUMBER: AGS003820 COMMERCIAL GENERAL LIABILITY CG 20 37 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIBILITY COVERAGE PART SCHEDULE Name of Additional Insured Person(s) Or Organization(s): Location And Description of Completed Operations City of San Bernardino Department of Public Works Irvington Avenue from Olive Avenue to Pine Avenue Plan#12800(SS 11-014) Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for"bodily injury"or"property dam- age" caused, in whole or in part, by "your work" at the location designated and described in the sched- ule of this endorsement performed for that additional insured and included in the "products-completed operations hazard". CG 20 37 07 04 ©ISO Properties, Inc.,2004 Page 1 of 1 0 ACCORD, CERTIFICATE OF LIABILITY INSURANCE 3/29/20 ' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Plymouth Insurance Agency,Inc. PHONE 877-205-0682 FAX (A/C.No.Extl: (NC,Not 2739 US Highway 19 North EMAIL Holiday,FL 34691 ADDRESS: INSURERRS)AFFORDING COVERAGE NAIC 0 INSURER*: State National Insurance Company,Inc 12831 INSURED INSURER B: South East Personnel Leasing,Inc. (LCF)Kad Paving Company INSURER C: 2739 US Highway 19 North INSURER D: Holiday,FL 34691 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INTSRR TYPE OF INSURANCE INSSRR WVD POLICY NUMBER _....(rte/�YDIYYYY) (POLICY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY ( PREMISES(Ea occurrence) $ CLAIMS-MADE OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY E GENERAL AGGREGATE $ GE 'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ POLICY JE� I-LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Es aocident) $ 1 ANY AUTO BODILY INJURY(Per person) S 1 ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) S --_ --- -- NON-OWNED PROPERTY DAMAGE $ -- HIRED AUTOS AUTOS Per accident) $ UMBRELLA UAB _ OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ A WORKERS EMPLOYERS'COM COMPENSATION S $ DED WORKERS COMPENSATION WC STATU- 10TH- AND UABI ITY CWC71949-0127 1/1/2013 1/1/2014 X ITORY LIMITS... ER ANY PROPRIETOR/PARTNER/EXECUTIVE YNN NIA E EACH ACCIDENT $ $1,000,000 OFFICER/MEMBER EXCLUDED? I $1,000,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE S If yes,describe under $1,000,000 DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Ramada Schedule,if more space is required) (California Operations Only)Coverage is extended to leased employees as approved and assigned by South East Personnel Leasing,Inc.but not subcontractors or nonleased employees of:Kad Paving Company BELMONT AVENUE FROM PALM AVENUE TO OLIVE AVENUE,PLAN NO.12804(SS11-013) ISSUE 03-29-13(TD) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. CITY OF SAN BERNARDINO AUTHORIZED REPRESENTATIVE / DEPARTMENT PUBLIC WORKS AI Pt\ 300 N"D"STREET,3RD FLOOR SAN BERNARDINO, CA 92418 ®1988-2010 A D CORPORATION. All rights reserved. ACORD 25(2010!05) The ACORD name and logo are registered marks of ACORD