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HomeMy WebLinkAbout2014-239 BOUND AGREEMENT 1 RESOLUTION NO. 2014-239 2 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT TO ALL AMERICAN ASPHALT, 3 CORONA, CALIFORNIA, FOR PAVEMENT REHABILITATION OF FOUR CITY 4 STREETS: MOUNTAIN VIEW AVENUE, FROM 46TH STREET TO 50TH STREET, PLAN NO. 12795 (SSO4-150); 46TH STREET, FROM MOUNTAIN VIEW AVENUE TO 5 SIERRA WAY, PLAN NO. 12821 (SS12-001); 48TH STREET, FROM ELECTRIC AVENUE TO MOUNTAIN VIEW AVENUE, PLAN NO. 12822 (SS12-002); AND 6 BELMONT AVENUE, FROM OLIVE AVENUE TO WALNUT AVENUE, PLAN NO. 12823 (SS12-012); AND AUTHORIZING THE DIRECTOR OF ADMINISTRATIVE 7 SERVICES TO CHANGE THE ADOPTED FY 2013-14 BUDGET. 8 BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS: 9 10 SECTION 1. All American Asphalt, Corona, California, is the lowest responsible bidder for Pavement Rehabilitation of Four City Streets (Mountain View Avenue, from 46th it Street to 50th Street, Plan No. 12795 (SSO4-150); 46th Street, from Mountain View Avenue to 12 Sierra Way, Plan No. 12821 (SS12-001); 48th Street, from Electric Avenue to Mountain View 13 Avenue, Plan No. 12822 (SS12-002); and Belmont Avenue, from Olive Avenue to Walnut 14 Avenue, Plan No. 12823 (SS12-012)). A contract is awarded accordingly to said bidder in a total amount of$544,500.00, with a contingency amount of$55,500.00, but such contract shall 15 be effective only upon being fully executed by both parties. All other bids, therefore, are hereby 16 rejected. The City Manager is hereby authorized and directed to execute said contract on behalf 17 of the City. A copy of the contract is on file in the office of the City Clerk and incorporated 18 herein by reference as though fully set forth at length. 19 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 20 obligated hereunder until the time of such full execution. No oral agreements, amendments, 21 modifications or waivers are intended or authorized and shall not be implied from any act or 22 course of conduct of any party. 23 SECTION 3. The authorization to execute this contract is rescinded if the parties to the contract fail to execute it within sixty(60) days of passage of this Resolution. 24 /// 25 /// 1 2014-239 1 SECTION 4. The Director of Administrative Services is hereby authorized and 2 directed to appropriate additional funds using previously unallocated Measure I (Fund 129) funds and change the adopted FY 2013-14 Budget as follows: 3 (A) Add $112,960 to Project SSO4-150 "Mountain View Avenue Pavement 4 Rehabilitation" (Account No. 129-160-5504-7913-0025) for a total amended budget amount of$235,000. 5 (B) Add $67,876 to Project SS12-001 "46th Street Pavement Rehabilitation" (Account 6 No. 129-160-5504-7928-0025) for a total amended budget amount of$117,100. 7 8 (C) Add $82,411 to Project SS12-002 "48th Street Pavement Rehabilitation" (Account No. 129-160-5504-7929-0025) for a total amended budget amount of$121,900. 9 10 (D) Add $119,994 to Project SS12-012 "Belmont Avenue Pavement Rehabilitation" (Account No. 129-160-5504-7932-0025) for a total amended budget amount of 11 $174,000. 12 /// 13 /// 14 /// 15 /// 16 /// 17 /// 18 /// 19 /// 20 /// 21 22 /// 23 24 /// 25 /// 2 2014-239 1 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT TO ALL AMERICAN ASPHALT, CORONA, 2 CALIFORNIA, FOR PAVEMENT REHABILITATION OF FOUR CITY STREETS: MOUNTAIN VIEW AVENUE, FROM 46TH STREET TO 50TH STREET, PLAN NO. 12795 3 (SSO4-150); 46TH STREET, FROM MOUNTAIN VIEW AVENUE TO SIERRA WAY,PLAN NO. 12821 (SS12-001); 48TH STREET, FROM ELECTRIC AVENUE TO MOUNTAIN VIEW 4 AVENUE, PLAN NO. 12822 (SS12-002); AND BELMONT AVENUE, FROM OLIVE AVENUE TO WALNUT AVENUE, PLAN NO. 12823 (SS12-012); AND AUTHORIZING THE DIRECTOR 5 OF ADMINISTRATIVE SERVICES TO CHANGE THE ADOPTED FY 2013-14 BUDGET. 6 I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor and 7 Common Council of the City of San Bernardino at aJ oint regal -eeting thereof, held on the 16th day of June , 2014, by the following vote, to wit: 8 9 Council Members: AYES NAYS ABSTAIN ABSENT 10 MARQUEZ _x_ 11 BARRIOS X 12 VALDIVIA x 13 SHORETT x 14 15 NICKEL x 16 JOHNSON X 17 MULVIHILL x 18 k_ i , j eorgea -arena, City Clerk 19 The foregoing resolution is hereby approved this `7 day of _T,,,,P , 2014. 20 21 f ) `.L.A _ /,ul./' 22 R. CA' DAVIS, Mayor City of:an Bernardino 23 Approved as to form: GARY D. SAENZ, City Attorney 24 25 BY, 2„_v!-,t ,- 3 COUNCIL MEETING — 06/16/14 ITEM #5 CG ACCT NOs. 129-160-5504-7913-0025 RESOLUTION #2014-239 129-160-5504-7928-0025 129-160-5504-7929-0025 129-160-5504-7932-0025 CITY OF SAN BERNARDINO STATE OF CALIFORNIA BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS FOR PAVEMENT REHABILITATION OF FOUR CITY STREETS MOUNTAIN VIEW AVENUE, FROM 46TH STREET TO 50TH STREET PLAN NO. 12795 ( SS 04-150 ); 46TH STREET, FROM MOUNTAIN VIEW AVENUE TO SIERRA WAY PLAN NO. 12821 ( SS 12-001 ); 48TH STREET, FROM ELECTRIC AVENUE TO MOUNTAIN VIEW AVE NUE PLAN NO. 12822 ( SS 12-002 ); and BELMONT AVENUE, FROM OLIVE AVENUE TO WALNUT STREET PLAN NO. 12823 ( SS 1 '012 ) 7 iFtSsrii,, tip✓ ': a (c-2.1\10. 54931c7) 1 * Exp. DEPARTMENT OF PUBLIC WORKS CITY OF SAN BERNARDINO APRIL,2014 BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. on MAY 13, 2014 # E-.063/714• 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. 12795, 12821, 12822& 12823 - SHEETS 1 -4 PAVEMENT REHABILITATION OF FOUR CITY STREETS: MOUNTAIN VIEW AVENUE, FROM 46TH STREET TO 50111 STREET, PLAN NO. 12795 ( SS 04-150 ); 46TH STREET, FROM MOUNTAIN VIEW AVENUE TO SIERRA WAY, PLAN NO. 12821 (SS 12-001 ); 48TH STREET, FROM ELECTRIC AVENUE TO MOUNTAIN VIEW AVENUE, PLAN NO. 12822 ( SS 12-002 ); and BELMONT AVENUE, FROM OLIVE AVENUE TO WALNUT STREET,PLAN NO. 12823 (SS 12-012) 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-3 BID SCHEDULE No. 3 B-4 BID SCHEDULE No.4 B-5 SUMMARY OF BID SCHEDULES B-6 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 - UTILITIES SP-33 SECTION 8 - DESCRIPTION OF WORK SP-37 SECTION 9 - TRAFFIC CONTROL SP-41 SECTION 10 - MOBILIZATION SP-46 SECTION 11 - CLEARING AND GRUBBING SP-49 SECTION 12 - UNCLASSIFIED EXCAVATION SP-51 SECTION 13 -UNCLASSIFIED FILL SP-54 SECTION 14- ASPHALT CONCRETE SP-56 SECTION 15 - UNTREATED BASE(PATCHING AND FLATWORK) SP-61 SECTION 16 - PORTLAND CEMENT CONCRETE SP-62 SECTION 17 COLD MILLING SP-66 SECTION 18 - PAVEMENT REINFORCING FABRIC SP-68 SECTION 19 - BLANK SP-69 SECTION 20 - THERMOPLASTIC TRAFFIC STRIPING, PAVEMENT MARKING AND RAISED PAVEMENT MARKERS,REFLECTORIZED SP-70 SECTION 21 - THROUGH SECTION 22 BLANK SP-71 SECTION 23 - ROADSIDE SIGNS AND POSTS SP-72 SECTION 24 - BLANK SP-73 SECTION 25 - ADJUSTMENT OF WATER FACILITIES SP-74 SECTION 26 - REINFORCED CONCRETE PIPE SP-77 SECTION 27 -CONCRETE STRUCTURES SP-80 SECTION 28 - BLANK SP-82 SECTION 29 - SHORING OF EXCAVATION SP-83 SECTION 30 - THROUGH 45 BLANK SP-85 SECTION 46 - ADJUST UTILITY FRAME AND COVER TO GRADE SP-86 SECTION 47 - THROUGH SECTION 49 BLANK SP-87 SECTION 50 - REMOVAL&RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT SP-88 SECTION 51 THROUGH SECTION 62 BLANK SP-90 APPENDIX CITY STANDARD PLANS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION 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): $425,000 to $600,000 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 OF FOUR CITY STREETS MOUNTAIN VIEW AVENUE, FROM 46TH STREET TO 50TH STREET PLAN NO. 12795 ( SS O4-150 ); 46TH STREET, FROM MOUNTAIN VIEW AVENUE TO SIERRA WAY PLAN NO. 12821 ( SS 12-001 ); 48TH STREET, FROM ELECTRIC AVENUE TO MOUNTAIN VIEW AVENUE PLAN NO. 12822 ( SS 12-002 ); and BELMONT AVENUE, FROM OLIVE AVENUE TO WALNUT STREET PLAN NO. 12823 ( SS 12-012 ) in accordance with Special Provision Nos. 12795, 12821, 12822 & 12823 on 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, May 13, 2014, 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, May 6, 2014 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, all and only as respects the advertised Plans and Special Provisions. While Bidder's attendance at this meeting is recommended, it is not required, and the prime may certify that they are familiar with the program. Attendance and/or certification may be used as part of the good faith effort. Certified minority (MBE/WBE) subcontractors and material suppliers for the San Bernardino area located in Caltrans District 8 are listed on the California Unified Certification Program (UCP) DBE Directory and can be obtained by accessing the directory on the California Department of Transportation DBE website at http://www.dot.ca.gov/hq/bep/index. Pursuant to law, the Mayor and the Common Council of the City of San Bernardino, by Resolution No. 90-358 and any and all amendments thereto which are hereby referred to and made a part thereof by references as fully as though set at length herein, have ascertained and determined the general prevailing rate per diem wages, and of per diem wages for legal holidays and overtime work for each craft or type work of workman needed in the execution of contracts under jurisdiction of said Mayor and Common Council. Said prevailing rates of wages shall conform to Section 1773 of the California Labor Code. The general prevailing wage rates in the county in which the work is to be done have been determined by the Director of the California Department of Industrial Relations. These wages are available from the California Department of Industrial Relations' Internet web site at http://www.dir.ca.gov/dirdatabases.html. General prevailing wage rates, in effect ten (10) days prior to the actual Bid Opening, which have been predetermined and are on file with the California Department of Industrial Relations are also referenced and made a part thereof. It shall be mandatory upon the Contractor to whom the Contract is awarded and upon any sub- contractor under him to pay not less than specified rates to all laborers, workmen, and mechanics employed by them in the execution of the contract, and to prevent discrimination in the employment of persons because of race, creed, color, or national origin, as set forth in the provisions of Resolution No. 7414 of the Mayor and Common Council of the City of San Bernardino. This Project is subject to requirements for the employment of apprentices registered with the California Department of Industrial Relations, Division of Apprenticeship Standards. Additional information can be obtained at http://www.dir.ca.gov/DAS/PublicWorksForms.htm. The City of San Bernardino reserves the right to waive any informalities or inconsequential deviations from Contract specifications, or to reject any and all bids. No bidder may withdraw his bid within 45 working days from the date of the bid opening. The CITY reserves the right to take all bids under advisement for a period of 90 days. 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 Ste working day prior to the day of the proposed bid opening. Specific questions and pre-bid inquiries regarding the Project should be submitted 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 OF FOUR CITY STREETS: MOUNTAIN VIEW AVENUE,FROM 46TH STREET TO 50TH STREET, PLAN NO. 12795 ( SS 04-150 ); 46TH STREET, FROM MOUNTAIN VIEW AVENUE TO SIERRA WAY, PLAN NO. 12821 ( SS 12-001 ); 48TH STREET, FROM ELECTRIC AVENUE TO MOUNTAIN VIEW AVENUE, PLAN NO. 12822 ( SS 12-002 ); and BELMONT AVENUE, FROM OLIVE AVENUE TO WALNUT STREET,PLAN NO. 12823 ( SS 12-012) Attention: Ted Rigoni Tel: (909) 384-5198; Fax: (909) 384-5190 E-mail: Rigoni_te @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. 12795,12821, 12822& 12823 SHALL APPEAR IN FIRST ISSUE NOT LATER THAN DATE 4/18/14 & 4/25/14 (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, tools, materials, equipment, transportation, incidentals and service for the PAVEMENT REHABILITATION OF FOUR CITY STREETS MOUNTAIN VIEW AVENUE, FROM 46TH STREET TO 50TH STREET PLAN NO. 12795 ( SS O4-150 ); 46TH STREET, FROM MOUNTAIN VIEW AVENUE TO SIERRA WAY PLAN NO. 12821 ( SS 12-001 ); 48TH STREET, FROM ELECTRIC AVENUE TO MOUNTAIN VIEW AVENUE PLAN NO. 12822 ( SS 12-002 ); and BELMONT AVENUE, FROM OLIVE AVENUE TO WALNUT STREET PLAN NO. 12823 ( SS 12-012 ) in strict conformity with Plans and Special Provisions Nos. 12795, 12821, 12822 & 12823, of the Department of Public Works, City of San Bernardino and also in accordance with Standard Specifications for Public Works Construction, 2012 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 t , PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 1 Mountain View Avenue, 46th Street to 50th Street (CIP No. SS 04-150) Plans and Special Provisions No. 12795 Item Description Unit Quantity Unit Price($) Item Total($) 1. Mobilization LS 1 aO5 1 - )051 1, 2. Traffic Control LS 1 50000- 9,fb*P6 5600 — Construct PCC Curb Ramp,including removal of 3. existing,per SPPWC Standard Plan 111-5 EA 11 "*O0_ 360 300__ Construct PCC Cross Gutter with Spandrels, 4, including removal of existing,per City Standard SF 2,237 1 V 3 . 71 a Plan No.201 Construct Portion of PCC Cross Gutter with 5. Spandrel,including removal of existing,per City SF 232 (,U v 3 7 1 a Standard Plan No. 201 Construct PCC Curb and Gutter,including removal 6 of existing,per City Standard Plan No. 200,Type B LF 206 55 — "5'30 Construct PCC Curb,including removal of existing, , i 1(03 7 per City Standard Plan No. 200,Type A LF 192 y Construct PCC Driveway Approach(Portion), 8. including removal of existing,per City Standard SF 20 30 - Go 00 Plan No.203, and as directed by Engineer 9, Cold Mill 0.15' AC Pavement SF 58,800 ,i 1 q q q(p— Pavement Repair,including removal and 10. SF 3,000 J (���5� I !\ -0O replacement of minimum 0.25' Asphalt Concrete 11. Construct Asphalt Concrete Pavement Overlay, TN 685 609 L 7 0.15' 12.(D) Untreated Base(Patching&Flatwork) TN 20 (DO ~- / d00 -- Thermoplastic Traffic Striping,and Raised 13.(S) Pavement Markers,Reflectorized,per Caltrans Std. LS 1 10 0 0 1 0 0 0 Plans A24C,A24D,A24E&CA MUTCD NPDES Requirements,including ECP,per Section 14.(S) 6-1.03 of these Special Provisions LS 1 3000 AOD0 15.(S) Construction Surveying LS 1 7 5-Q Q 0- "- q iU Total Bid Schedule No. 1 Bid $ I B-2 t , PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 2 46th Street, Mountain View Avenue to Sierra Way (CIP No. SS 12-001) Plans and Special Provisions No. 12821 Item Description Unit Quantity Unit Price($) Item Total($) 1 Mobilization LS 1 g q q q f (p 2 g y q 9 , (p(v 2 Traffic Control LS 1 d500-- pR 50(' 3 Construct PCC Curb Ramp,Including Removal of EA 6 no o - 0 V o Existing,per SPPWC Standard Plan No. 111-5 Construct PCC Curb and Gutter,Including Removal LF 277 55 GG of Existing,per City Standard Plan No. 200,Type B J 35 Construct Portion of PCC Cross Gutter with 5. Spandrel,including Removal of Existing,per City SF 388 (r LO ;9, 03 Standard Plan No. 201 6 Construct PCC Sidewalk,Including Removal of SF 216 151 Existing,per City Standard Plan No. 202 7. Cold Mill 0.15' AC Pavement SF 23,502 e ` 1 q 5. Pavement Repair,including removal and ��\\ 8 ' replacement of minimum 0.25' Asphalt Concrete SF 5,000 m 5(� 5 0 V Construct Asphalt Concrete Pavement Overlay, /� // "" ��`` 9. 0.15' TN 270 U) I I lU 3 V 10.(D) Untreated Base(Patching&Flatwork) TN 10 (©O — 60 0 0 Thermoplastic Traffic Striping,and Raised 11.(S) Pavement Markers,Reflectorized,per Caltrans Std. LS 1 ,, oo '1J- 0 6 — Plans A24D, A24E&CA MUTCD NPDES Requirements,including ECP,per Section 12.(S) 6-1.03 of these Special Provisions LS 1 1000 ) 000 -- 13.(S) Construction Surveying LS 1 9--$ a 50 a-oo Total Bid Schedule No. 2 Bid $ qq j- B-3 r PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 3 48th Street, Electric Avenue to Mountain View Avenue (CIP No. SS 12-002) Plans and Special Provisions No. 12822 Item Description Unit Quantity ' Unit Price($) Item Total($) 1. Mobilization LS 1 6 g q 9 c 1`6 '1 (/9. / 81 2. Traffic Control LS ' 1 a000 - a D 0D — Construct PCC Curb and Gutter, including Removal 3. of Existing,per City Standard Plan No.200,Type B LF 24 "J�5 Construct PCC Curb,including Removal of Existing, , MILIO _ ,4' r per City Standard Plan No. 200,Type A LF S6 `? Construct PCC Cross Gutter with Spandrels, 5. including removal of existing,per City Standard Plan SF 294 1 CO - L 7 V Lj No.201 Construct PCC Curb Ramp, including removal of l�O O 6. EA 6 existing,per SPPWC Standard Plan 111-5 J V U Construct PCC Residential Driveway Approach 20 — �1 O 7. SF lJ l/(Portion)per City Standard Plan No. 203 8. Construct PCC Sidewalk,including removal of SF 1,224 55"--(p25 existing,per City Standard Plan No. 202 9 Cold Mill Wedge Cut,AC Pavement,0'to 0.15' SF 2,108 1 —1 .�5 5 , (D Depth,Width per Plan o 10. Cold Mill AC Pavement, 0.15' Depth SF 15,238 , 17 ' k 5 q0 e y(o Pavement Repair,including removal and 11. replacement of minimum 0.25' Asphalt Concrete SF 383 5 I 5- Remove Existing Asphalt Concrete Structural 12. Section and construct minimum 0.33' Asphalt ` SF 905 5 - VS-A5 Concrete Pavement 13. Construct Asphalt Concrete Pavement Overlay, 0.15' TN 196 6)61 - I 3 5a`i 14. Construct Variable Thickness Asphalt Concrete 14 q q&V- Pavement Pavement Overlay,minimum 0.15' thickness 15. Adjust Existing Water Valve Cover to Grade EA 1 50 - 55 0 16.(D) Untreated Base(Patching&Flatwork) TN 10 (pQ- (DUO-- Construct Curb Opening Catch Basin per SPPWC 17. Standard Plan No. 300-3 EA 1 C6 b d— S300 — Construct Modified Monolithic Catch Basin 18. Connection per SPPWC Standard Plan No. 308-2 EA 1 500�" 5-00 _ Construct Modified PCC Local Depression per 19. -1 Standard Plan No. 313-3,Case"C" EA 1 6-0- �5 a Construct Concrete Collar per SPPWC Standard Plan 20. No. 380-4 EA 1 WO — (006 21. Furnish and Install 18"RCP,D-1500 LF 32 300 — y 6 0 0 22. Construct Junction Structure,Pipe to Pipe,per EA 1 SPPWC Standard Plan No. 331-3 I/000 Iii WU B-4 PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 3, Cont. 48th Street, Electric Avenue to Mountain View Avenue(CIP No. SS 12-002) Plans and Special Provisions No. 12822 Item Description Unit Quantity Unit Price($) Item Total($) Thermoplastic Traffic Striping,and Raised Pavement 23.(S) Markers, per Caltrans Std.Plans LS 1 30 — 306— AND,A.2' 41-E&CA MUTCD NPDES Requirements,including ECP,per Section 6- LS 1 15-00 - 15-60 —24.(S) L03 of these Special Provisions 25.(S) Construction Surveying LS I I 5-0 0 - I 57)0 - Total Bid Schedule No. 3 Bid $ 100310 r PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 4 Belmont Avenue, Olive Avenue to Walnut Avenue (CIP No. SS 12-012) Plans and Special Provisions No. 12823 Item Description Unit Quantity Unit Price($) Item Total($) 1. Mobilization LS 1 �doa. 1 41000 2. Traffic Control LS 1 5600 -- 'S000 - Construct PCC Curb Ramp, including removal of 3. existing,per SPPWC Standard Plan 111-5 EA 6 '5Y)0 - 191660 4 Construct PCC Curb and Gutter,Including Removal LF 6 1 I 0 Co 6 of Existing,per City Standard Plan No.200,Type B r. Construct Portion PCC Cross Gutter,including 5, removal of existing,per City Standard Plan No. 201 SF 60 - ) 5-00 - Construct PCC Sidewalk,including removal of 6. existing,per City Standard Plan No. 202 SF 717 r Construct PCC Residential Driveway Approach ,/� 7, (Portion),including Removal of Existing,per City SF 133 1 a - L 5-1 CO Standard Plan No. 203 Cold Mill Wedge Cut,AC Pavement,0' to 0.15' 8. Depth, 5' Width per Plan SF 13,624 orb 0 LI Og7, AO Cold Mill Wedge Cut,AC Pavement,0' to 0.15' 9. Depth, and 15' Width per Plan SF 1,076 0.�0 5A(e 3 Q Pavement Repair,including removal and aol 10. replacement of minimum 0.25' Asphalt Concrete SF 10,010 4=46r- 75,37 so 11. Furnish and Install Pavement Reinforcing Fabric SY 5,761 1 e 5 b (p y/c 5-6 Construct Asphalt Concrete Pavement Overlay, 12. 0.15' TN 590 7 S '7/60(30 ' 13. Adjust Existing Utility Frame and Cover to Grade EA 4 7‘3"-0-0 - 3000 14. Adjust Existing Water Valve Cover to Grade EA 7 65-0 S g50 - 15.(D) Untreated Base(Patching&Flatwork) TN 30 696 - /, O0 Thermoplastic Traffic Striping,and Raised Pavement Markers,Reflectorized,per Caltrans Std. LS 1 d� 3 b� 16.(S) Plans A20A,A20B,A24C,AND,A24E&CA MUTCD NPDES Requirements,including ECP,per Section 17.(S) LS 1 ��6-1.03 of these Special Provisions a 500 -- 18.(S) Construction Surve ing LS 1 law - I a DO Total Bid Schedule No. 4 Bid $ 1W 75ay_ B-6 SUMMARY OF BID SCHEDULES PLANS AND SPECIAL PROVISIONS NOS. 12795, 12821, 12822& 12823; PAVEMENT REHABILITATION OF FOUR CITY STREETS MOUNTAIN VIEW AVENUE, FROM 46TH STREET TO 50TH STREET PLAN NO. 12795 ( SS 04-150 ); 46TH STREET,FROM MOUNTAIN VIEW AVENUE TO SIERRA WAY PLAN NO. 12821 ( SS 12-001 ); 48TH STREET,FROM ELECTRIC AVENUE TO MOUNTAIN VIEW AVENUE PLAN NO. 12822 ( SS 12-002 ); and BELMONT AVENUE,FROM OLIVE AVENUE TO WALNUT STREET PLAN NO. 12823 ( SS 12rr-01r2//) BIDDER: All �,.v C.QA1 � ka.L (Contractor Name) TOTAL BID SCHEDULE No. 1: $ \ (A 1 J��0 — (FIGURES) TOTAL BID SCHEDULE No.2: $ ") 9 �) 0 (FIGURES) TOTAL BID SCHEDULE No.3: $ I 0 v 51 0 — (FIGURES) TOTAL BID SCHEDULE No.4: $ 17 5 I — (FIGURES) GRAND TOTAL BID* $ J / 150 0 - (FIGURES) *Grand Total Bid is equal to the total of Bid Schedule No. 1,plus Bid Schedule No. 2, plus Bid Schedule No.3, plus Bid Schedule No. 4. B-7 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. 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, tools, materials, equipment, parts, implements, incidentals, 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. B-8 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,"Self Performance,"of the Standard Specifications. (F)Final Pay Quantity-are bid items as described in Section 6-1.07 of these Special Provisions. B-9 BIDDER'S INFORMATION AND SIGNATURE: It is the understanding of the undersigned that the work hereinabove described shall be commenced within Ten (10) working days from the date of the "Notice to Proceed", and shall be completed within FORTY (40) Working Days from the date of said notice,as directed in SECTION 4 of these Special Provisions. The undersigned further agrees that in case of default in executing the Contract, or furnishing necessary bonds, all within the specified time, the proceeds of the Bidder's Guaranty accompanying this Bid shall be paid to the City of San Bernardino as liquidated damages. Licensed in accordance with an act providing for the registration of Contractor, LICENSE EXPIRATION NO.: ?073 CLASSIFICATION: Al C -12 DATE: 1/31/140 FIRM NAME: All &,t1U edrt 1414.11. BUSINESS ADDRESS: Po gox 6,20.01 emrna./ e' 9.1t 7Z-i212 BUSINESS PHONE: ?SI-734-7600 FAX: 95-1-739- 4/b`// CELL: 4//9 If an individual, so state. If a firm or co-partnership, give the names of all individuals, co-partners composing the firm. If a corporation, give the names of the president, secretary,treasurer and manager thereof: eirr �-ppjd}(. Is Bidder currently a certified DBE? Yes Li No ❑ Lhgal Status of Firm NAME(5) ADDRESS(ES) Mark Wait - Pristeloil goo E s/a S(, &drum, CA 9217? 9J Est S'J, j�rvnac,6/1 902179 6 -Situ-dm/ tico ES"4 SI CQraza, C R 902179 SIGNATURE OF BIDDER: � .�� Dated: 511 ,20 It( g.b6e.p.4- &ttdLy, .,ef hf,cll ni c-i BIDDER'S FIRM'NAME ACKNOWLEDGEMENT OF ADDENDUMS PLANS & SPECIAL PROVISIONS NOS. 12795, 12821, 12822 & 12823 Addenda issued during the time of bidding shall become a part of the documents furnished to all bidders for the preparation of bids, shall be covered in the bids, and shall be made a part of the Contract. Each Bid shall include specific acknowledgement in the space provided of receipt of all Addenda issued during the bidding period. Failure to so acknowledge Addenda may result in the Bid being rejected as not responsive. BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS: ADDENDUM NO. 1 DATE: ADDENDUM NO.2 DATE: ADDENDUM NO.3 DATE: ADDENDUM NO.4 DATE: C-2 ****************************************************************** SPECIAL NOTICE ****************************************************************** The bidder's attention is directed to the Section entitled, "Required Listing of Proposed Subcontractors", in Section 2 of these Special Provisions regarding the requirement that proposed subcontractors be listed in the bidder's Bid Documents. Instead of listing only subcontractors for signal and lighting work as in the past, all subcontractors are now to be listed in the Designation of Sub-Contractors for items of work or portions thereof to be subcontracted in excess of one-half of one percent of the total bid or$10,000.00, whichever is greater. In the case where a bidder claims an inadvertent clerical error in listing sub-contractors, a notice of the claim must be submitted to the Office of the City Engineer in writing within 2 working days after the time of the bid opening and send copies of the notice to the subcontractors involved. The bidder shall provide the actual dollar "Sub-Contract Amount" as submitted by each listed sub-contractor, keeping in mind that the prime contractor for this project is required to provide or perform, with his own organization, Contract work amounting to at least 50% of the total contract bid price. Material required for any of the Contract work of this Project that is purchased directly by the prime Contractor is considered as included in the prime Contractor's 50% requirement. If material purchased directly by the prime Contractor is to be used by a listed sub-contractor in performing Contract work, the dollar amount of such purchased material should not be included in the dollar amount listed for said sub-contractor. Subsection 2-3.2, "Self Performance," of the Standard Specifications, shall be revised as follows: If the Bid submitted by the Contractor fails to meet at least fifty (50) percent of the amount of work required with its own forces, the Bid will be considered non-responsive and rejected with no further consideration. If after execution of the Agreement the CITY discovers the Contractor is performing work amounting to less than fifty (50 percent) of the Contracted amount, except for "Specialty Items," the Contractor will be notified that he or she is in violation of the Contract and will have that portion subcontracted for which is less than fifty percent(50%) of the amount of work required to be performed by the Contractor deducted from payment to the Contractor. The deduction shall not exceed fifty percent (50%) of the Contracted amount required to be performed by the Contractor. The Contractor will not be penalized by the CITY resulting from Contract Change Orders that increase subcontract items of work. Subcontracts shall include provisions that the Contract between the CITY and the Contractor is part of the subcontract. Subcontracts shall also contain certification by the subcontractor that said subcontractor is experienced in, qualified to do, and knowledgeable about, the subcontracted work. Copies of subcontracts shall be available to the Engineer at the time any litigation against the CITY concerning the Project is filed. C-3 Ail 12-matacan 4k2 /7'BIDDER'S FIRME DESIGNATION OF SUB- CONTRACTORS PLANS & SPECIAL PROVISIONS NOS. 12795,12821, 12822& 12823 In compliance with the provisions of Sections 4100-4114 of the Public Contract Code of the State of California and any amendments thereof, each bidder shall set forth the name, location and subcontractor's license number of each subcontractor who will perform work or labor or render service to the Contractor. Name&Address Agency&No. of Sub-Contractor's Work to be Under Which MBE/WBE CERT. Phone#, Sub-Contract Performed Licensed (If Applicable) License#&Class Amount (Including Bid Item Nos.): 1. WP lt\ ovate,ate, Ni ft- 1i'i-� s� $ d4b� 5Aorm d( 1(\ SGn fit, 3c bot 2. Ca\ ye, j r-- aoq ',5`,1 5 p t�� $ S000' COI ion,l')0. (i52`6�i 3. 4. 5. 6. IF ADDITIONAL SPACE IS REQUIRED,PLEASE DUPLICATE THIS SHEET DO NOT WRITE ON THE BACK C-4 All Awe!au? A pki/ BIDDER'S FIRM NAME BIDDER SELF-PERFORMANCE VERIFICATION FORM PLANS & SPECIAL PROVISIONS NOS. 12795,12821, 12822& 12823 (To be completed and submitted with Prime Contractor's Bid documents) This form is intended to assist the Bidder in verifying its compliance with Subsection 2-3, "SUBCONTRACTS," of the Standard Specifications and these Special Provisions. (1) Total Dollar ($) amount of the Work to be performed by Subcontractors: $ a1000 (2) Specialty Items (to be performed by Subcontractors): Item No. 0, 11 IA I Lu $ Lj (POD _ Item No. 19 L(� �► � 17 $ U 0 b D - Item No. Si \ 3, , $ glop Item No. $ Item No. $ Item No. $ Item No. $ Item No. $ Subtotal: $ as M O (3) Net subcontracted amount $ 9-700 (Line 1-Line 2): (4) Contract Price (Grand Total from the Schedule of Prices): $ 51-H5-60 (5) Contract Price less Specialty Items to be performed by subcontractors: (Line 4-Line 2) $ 5 \a a o o (6) Percentage to be self-performed ([Line 5 —Line 3]/Line 5 X 100): (by Prime Contractor) q q i If Line 6 is less than 50%, the amount of work to be self-performed by the Prime Contractor is not in conformance with Subsection 2-3, "SUBCONTRACTS," of the Standard Specifications and these Special Provisions. C-5 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: AU 42eC/ca/7 45pA 2 /r BY: le Z1 TITLE: o bio4 DnzA' !GL &dm/ DATE: 511 1 c{ 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 v , 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. /I// Attet(ail Apia_/1 Firm Mime Signature of Bidder,� Robe- 8radl U a. O, .c% / Printed Name and Title P o sx.aaa9 tea, cII 92 7/ Business Address A///4 Place of Residence Subscribed and sworn to(or affirmed)before me this day of ,20 the above proved to me on the basis of satisfactory evid ce tf e person who appeared before me. Signed , ,�, ► Notary Public in and fo t : ~of , A 1, ' , State of California. es- My Commission - s. en Year C-7 CALIFORNIA JURAT State of California County of Riverside Subscribed and sworn to (or affirmed) before me on this 1st day of Mav, 2014 Date Month By (1) Robert Bradley Name of Signer Proved to me on the basis of satisfactory evidence be the person who appeared before me (.) (,) REBECCA ANGELA PARKA Commission# 2024944 .41"'"' Notary Public -California > and ' Riverside County 14041:14440.0.6.404.4rwirn.Ex s M 17,201 r (2) None Proved to me on the basis of satisfactory evidence be the person who appeared before me.) Signature Z_ _ . _A, Place Notary Seal Above Signatur=1 f Notary P •lic OPTIONAL Though the information below is not required by law, it may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Further Description of Any Attached Document Title or Type of Document RIGHT THUMBPRINT RIGHT THUMBPRINT Non Collusion Affidavit OF SIGNER OF SIGNER Dated: 5/1/2014 Number 1 of 1 Pages Top of thumb here Top of thumb here Signer(s)Other Than Named Above: None Bid Bond No. 08597423 FORM OF BID BOND KNOW ALL MEN BY THESE PRESENTS,that we.the undersigned. All American Asphalt as Principal,and Fidelity and Deposit Company of Maryland as Surety, are hereby and firmly bound unto the City of San Bernardino , State of California, hereinafter referred to as"Obligee" in the penal sum of ten percent ( 10% ) 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 hind 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 Four City Streets-Mountain View Avenue,from 46th Street to 50th Street Plan No.12795(SS 04-150)-46th Street,from Mountain View Ave to Sierra Way No.12821(SS 12-001)- 18th Street, from Electric Avenue to Mountain View Avenue No.12822(SS 12-002)-Belmont Avenue,from Olive Avenue to Walnut Street Plan No.12823(SS 12-012) (Copy here the exact title description of work, including location, as it appears on the Bid and Contract Document) for which bids are to he opened on May 13,2014 (Insert date of opening NOW. THEREFORE, a. If said Bid shall be rejected,or in the alternate, b, If said Bid shall be accepted and the Principal shall execute a contract in the Form of contract attached hereto(properly completed in accordance with said Bid and shall furnish a bond for his faithful performance of said contract, and shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void: otherwise;the same shall remain in force and effect:it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event,exceed the penal amount of this obligation as herein stated. The Surety. for value received,hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no wat impaired or affected by any extension of the time within which the Obligee may accept such Bid:and said Surety does hereby waive notice of any such extension. Signed, this 29th day of April , 20 14 . IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers,the day and year first mentioned. All American Asphalt (SEAL) Fidelity and Deposit Company of Maryland(SEAL) Principal Surety By:______________ Signature Signature •, Ato�, , iA'Pr atj,T Rebecca Haas-Bates,Attorney-in-Fact Printed Na re and Title Printed Name and Title NOTE:Notarization of Principal and Surety signatures and Power of Attorney of the Surety shall accompany this form. C-8 CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California County of Riverside On May 1, 2014 before me, Rebecca Angela Parra,Notary Public Date Here Insert name and Title of the Officer personally appeared Robert Bradley Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/sbe/tlisy executed the same in rbltMlll�Iltarll his/her/their authorized capacity(ies), and that by his/heri4heir REBECCA ANGELA PARRA signature(s)on the instrument the person(s), or the entity upon behalf c, Commission#2024944 of which the person(s)acted,executed the instrument. e„; Notary Public-California i Riverside County I certify under PENALTY OF PERJURY under the laws of the State of M Comm.E fires Ma 17,2017 California that the forgoing paragraph is true and correct. WITNESS my hand d official seal. Signature 4 ,,:: jaatt 1�y Place Notary Seal Above Sign Notary Public OPTIONAL UUU Though the information below is not required by law,it may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document Bid Bond Document Date 4/29/2014 Number of Pages: One(1) Signer(s)Other Than Named Above: Fidelity and Deposit Company of Maryland Capacity(ies)Claimed by Signer(s) Signer's Name: Robert Bradley Signer's Name: ❑Individual X Corporate Officer—Title(s): Vice-President ❑ Individual ❑Partner ID Limited o General ❑Corporate Officer—Title(s): RIGHT THUr1EPRFNT ❑Partner❑ ❑Limited❑General ❑Attorney in Fact OF SIGNER RIGHT THU''''EPRINT ❑Attorney in Fact OF SIGNER ❑Trustee Top of thumb here Top of thumb here ❑Other: ❑Trustee ❑Other: Signer is Representing: All American As shalt Signer is Representing: All American Asphalt CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§1189 State of California County of Orange On 4/29/2014 before me, R.Paramo,Notary Public Date Here Insert Name and Title of the Officer personally appeared Rebecca Haas-Bates Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(e) whose name(s) is/are subscribed to the within instrument and acknowledged to me that -he/she/they executed the same in his/her/tMek authorized capacity(iee), and that by R. PARAMO iris/her/t#aeir signatures) on the instrument the Commission#2035890 person* or the entity upon behalf of which the '�w• Notary Public California z person(e)acted, executed the instrument. z Orange County D I certify u 'ENALTY 0 RJURY under the laws M CO mm. Ex fires Au 5,2017 of the S '. • nia that the ore oin ---- --X_- __�_-�_-- g gparagraph is tr - and correct. WIT ESS my hand a + offici:i. Place Notary Seal Above Signatur-. ' [[gr= Signature of Notary Public OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Bid Bond Document Date: 4/29/2014 Number of Pages: One(1) Signer(s) Other Than Named Above: All American Asphalt Capacity(ies)Claimed by Signer(s) Signer's Name: Rebecca Haas-Bates Signer's Name: 0 Corporate Officer—Title(s): ID Corporate Officer—Title(s): 0 Partner— ❑Limited ❑General LI Partner— 0 Limited D General ❑Individual o Attorney in Fact 0 Individual ❑Attorney in Fact ❑Trustee 0 Guardian or Conservator Q Trustee 0 Guardian or Conservator 11 Other: 7 Other: Signer Is Representing: Signer Is Representing: Fidelity and Deposit Company of Maryland \,,,,,-\ .\::.,ei.\,u n,,,,,,,,,,,,, ,,,.„,,,,,,,,,,,,,,,,,,,,,,,,,,,...7. i,✓:\,ti!:\✓,'..✓i ©2013 National Notary Association•www.NationalNotary.org• 1-800-US NOTARY(1-800-876-6827) Item#5907 EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attorneys-in-Fact. The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in-fact with authority to execute bonds, policies, recognizances, stipulations. undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V,Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President,Secretary, or Assistant Secretary of the Company,whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN STIMONY REOF,I have her nto subscribed my name and affixed the corporate seals of the said Companies, this ay of ,201. o°MPos cSE•••A0••0ity pe ice,ff$ u, lags a..... 0S 6 a A 4,6„;:r. Geoffrey Delisio,Vice President ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Maryland,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by THOMAS O. MCCLELLAN, Vice President, in pursuance of authority granted by Article V, Section 8, of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof,do hereby nominate,constitute,and appoint William SYRKIN,Rebecca HAAS-BATES,Sergio D.BECHARA and Richard ADAIR,all of Irvine, California, EACH its true and lawful agent and Attorney-in-Fact,to make,execute,seal and deliver,for,and on its behalf as surety,and as its act and deed:any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York,New York.,the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills,Maryland.,and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF,the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 15th day of January,A.D.2013. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND (C, = *_._ -jtri 14b 7001 A ir,‘ A"( _ B Assistant Secretary Vice President Eric D.Barnes Thomas O.McClellan State of Maryland City of Baltimore On this 15th day of January,A.D.2013,before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,THOMAS O. MCCLELLAN,Vice President,and ERIC D.BARNES,Assistant Secretary,of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly sworn,deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year fast above written. Constance A.Dunn,Notary Public My Commission Expires:July 14,2015 POA-F 012-0033D 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 N. "D" Street, San Bernardino. SP-1 The mailing address for the City of San Bernardino's Public Works Department is: City of San Bernardino Public Works Department 300 North"D" Street, 3rd 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, "TERMS AND DEFINITIONS," in the Standard Specifications. 1-1.03 STANDARD SPECIFICATIONS - The Standard Specifications for the Agency (CITY) are contained in the 2012 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 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 or current versions of the Standard Specifications for Public Works Construction (Green Book), the American Concrete Institute (ACI), the California Building Code, the California Plumbing Code, the CALTRANS Standard Plans, the 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 56 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 finds facts or conditions that appear to be in conflict with the letter or spirit of the bidding documents, the Bidder shall notify the Engineer immediately. C. Submission of a Bid by the Bidder shall constitute conclusive evidence that, if awarded the Contract, it has relied and is relying on its own examination of the following: 1. The site of the proposed work. 2. Access to the site. 3. All other data and matter requisite to the fulfillment of the work. 4. The Bidder's own knowledge of existing facilities on and in the vicinity of the site of the proposed work under the Contract. 5. The conditions to be encountered. 6. The character, quality, scope and complexity of the proposed work. 7. The quality and quantity of the materials to be furnished. 8. The requirements of the 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. 2.1.11 SUBSURFACE DATA -- A Geotechnical Evaluation was prepared for the four streets, by Ninyo & Moore, dated February 10, 2012. The Evaluation is available for review in the CITY's offices, by contacting the City's offices. It is noted that although the Evaluation is included in the Project by reference, the City accepts no liability for its recommendations. SP-10 SECTION 3 3-1 AWARD AND EXECUTION OF CONTRACT 3-1.01 GENERAL -- The award of the Contract, if it be awarded, will be to the lowest responsible bidder whose bid complies with all the requirements prescribed. The award of the Contract will be made by the Mayor and the Common Council at a Council meeting. The bidder, to whom the Contract is awarded, shall file with the Engineer all required bonds and insurance policies, and execute the Contract within 10 calendar days after receiving notification of the award. Failure to file the stipulated documents and execute the Contract within the prescribed time shall constitute good and sufficient grounds for rescission of the award and payment of 10% of the bid to the CITY as liquidated damages. 3-1.02 AWARD OF CONTRACT -- Following a review of the bids, the CITY shall determine whether to award the Contract or to reject all bids. The award of Contract, if made, will be to the lowest responsible Bidder as determined solely by the CITY. Additionally, the CITY reserves the right to reject any or all bids, to accept any bid or portion thereof, to waive any irregularity and to take the bids under advisement for the period of time stated in the legal Notice Inviting Sealed Bids as may be required to provide for the best 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 THE WORK," Section 6-7.1, "General," Section 6-8, "COMPLETION, ACCEPTANCE AND WARRANTY," and of Section 6-9, "LIQUIDATED DAMAGES," of the Standard Specifications and these Special Provisions. 4-1.02 PRE-CONSTRUCTION MEETING -- The Pre-Construction Meeting shall be within 10 working days of the notification of the award of the Contract by the Mayor and Common Council. The Contractor shall, at the time of the notification of award, inform the Construction/Survey Manager of any special circumstances or conditions that might prohibit the Contractor from attending a Pre-Construction Meeting during this period, or from commencing work as scheduled. In respect to work performed under the Contract, Subsection 6-1, "CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK," 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, 3 & 4 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 One Thousand Five Hundred Dollars ($1,500.00) per day for each calendar day's delay in finishing the work in excess of the number of working days prescribed above. In case all the work called for is not completed in all parts and requirements within the time specified, the CITY shall have the right to grant or deny an extension of time for completion, as may seem best to serve the interest of the CITY. The Contractor will not be assessed with liquidated damages during the delay in the completion of the work caused by acts of God or of the Public Enemy, acts of the State, fire not due to acts of Contractors or Subcontractors, epidemics, quarantine, restrictions, freight embargo, unusually severe weather, or delays of Subcontractors due to such causes provided that the Contractor shall, within ten (10) days from the beginning of such delay, notify the CITY, in writing, of the cause of the delay. The CITY will ascertain the facts and the extent of the delay, and the findings thereon shall be final and conclusive. 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.dir.ccgov/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, the City Engineer, and CITY staff, 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 final acceptance, and shall indemnify and save harmless the City of San Bernardino, the Mayor and Common Council, the City Manager or the City Engineer from all suits or actions of every name and description brought for, or on account of, any injuries or damages received or sustained by any person or persons, by the Contractor, his servants or agents, in the construction of the work or in consequence of any negligence in guarding the same, in improper materials used in its construction, by or on account of any act or omission of the Contractor or his agents, and so much of the money due the Contractor under and by virtue of the Contract as shall be considered necessary by the CITY may be retained by the CITY until disposition has been made of such suits or claims for damages aforesaid. If, in the opinion of the Engineer, the precautions taken by the Contractor are not safe or adequate at any time during the life of the Contract, the Engineer may order the Contractor to take further precautions, and if the Contractor shall fail to do so, the Engineer may order the work done by others and charge the Contractor for the cost thereof, such cost to be deducted from any monies due, or becoming due, the Contractor. Failure of the Engineer to order such additional precautions, however, shall not relieve the Contractor from his full responsibility for public safety. 5-1.08 DIFFERING SITE CONDITIONS -- During the progress of the work, if subsurface or latent physical conditions are encountered at the site differing materially from those indicated in the Contract or if unknown physical conditions of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in the work provided for in the Contract, are encountered at the site, the party discovering such conditions shall promptly notify the other party in writing of the specific differing conditions before they are disturbed and before the affected work is performed. Upon written notification, the Engineer will investigate the conditions, and if the Engineer determines that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any work under the Contract, an adjustment, excluding loss of anticipated profits, will be made and the Contract modified in writing accordingly. The Engineer will notify the Contractor of his determination whether or not an adjustment of the Contract is warranted. SP-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 POLICY POLICY EFFECTIVE POLICY EXP1R LTR TYPE OF INSURANCE NUMBER DATE(MM/YY/DD) DATE(MM/YY/DD) LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 X COMMERCIAL GEN LIABILITY FIRE DAMAGE(ANY ONE FIRE) A _ 5 500,000 CLAIMS MADE OCCUR MED EXP(ANY ONE PERSON) $ 5,000 X OWNER'S&CONTRACTOR'S PROT 102267576 02/01/98 02/01/99 PERSONAL&ADV INJURY $1,000,000 GENERALAGREGATE $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 $ • OONLY-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 $1,000,000 I /II8 III 02/01/99 THE PROPRIRETOR/ INCL E.L.DISEASE—EA EMPLOYEE $1,000,000 PARTNERS/EXECUTIVE $1,000,000 OFFICERS ARE EXCL E.L.DISEASE—POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLESSPECIAL 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 TO THE LEFT, DEPARTMENT OF PUBLIC WORKS AUTHORIZED REPRESENTATIVE 300 N. "D" STREET, 3RD FLOOR JOHN E.SMITH (Signature) SAN BERNARDINO,CA 92418-0001 ACCORD 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 oNL (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 201011 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 of 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. CAG998001, Order No. R8-2009-0003, 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_deminimus_permi t_wdr.pdf 6-1.03c MUNICIPAL NPDES PERMIT -- The CITY is subject to Municipal NPDES Permit No. CAS618036, Order No. R8-2010-0036, for San Bernardino County, 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) -- the State Water Resources Control Board adopted Order No. 2012-006- 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/2012/wgo2012_006dwq.pdf SP-24 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 EROSION CONTROL PLAN -- The Contractor will be required to develop and submit a Project site-specific Erosion Control Plan (ECP), which shall cover all four streets in this Contract. At the Contractor's option, one ECP may be prepared that covers all four streets, or, one may be prepared for each individual street. The ECP must include the information needed to demonstrate compliance with all the requirements of the CGP, for review and acceptance by the CITY. NO CONSTRUCTION ACTIVITY CAN BE ALLOWED UNTIL THE CITY HAS APPROVED THE ECP. The Contractor must amend the ECP as needed during the course of work to reflect actual construction progress and construction practices. Contractor must be on site to observe BMP installation and approve of all ECP implementation, and during all required NPDES inspections (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 shall initiate ECP modifications in the field as necessary and complete them as soon as possible and prior to predicted rain events. Contractor 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 ECP 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 ECP. 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 therefore. SP-25 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. The Contractor shall submit the first version of the complete ECP 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 ECP, 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 ECP as needed during the course of work to reflect actual construction progress and construction practices. The Contractor shall be responsible for and shall submit to the Engineer copies of all Contractor generated ECP 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 "EROSION CONTROL PLAN," shall include, but not be limited to, the following: 1. Develop an ECP to conform to the Contractor's actual construction practices; 2. Administer, implement, maintain, and ensure adequate functioning of the various water quality control measures identified within the ECP during construction. 3. Be responsible for paying any 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. SP-26 4. Provide and maintain all documentation (at the jobsite) and administration for the entire Contract period; 5. 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. 6. Provide all labor, tools, equipment, materials and incidentals for any additional BMPs not shown or identified in the ECP 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 bid price paid for "NPDES REQUIREMENTS," per Bid Schedule, and no additional compensation will be allowed therefore. 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, 3`d 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 & Wildlife, 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 SP-27 To the sum of the costs and markups provided for in this subsection, compensation for bonding shall be at the rate specified by the bonding company. B. Work by Subcontractor When all or any part of the Extra Work is performed by a Subcontractor, the markup established above shall be applied to the Subcontractor's actual cost of such work, also a markup of 10 percent on the first $5,000.00 of the subcontracted portion of the Extra Work and a markup of 5 percent on work added in excess of$5,000.00 of the subcontracted portion of the Extra Work may be added by the Contractor. 6-1.06 HOLIDAYS, WORKING DAYS AND HOURS -- The Contractor's activities shall be confined to the hours between 8:00 a.m. and 4:00 p.m., Monday through Friday, excluding holidays, as defined in this section. Deviation from these hours will not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property. No traveled lane shall be closed during rush hour (7:00 a.m. to 8:30 a.m. and 4:30 p.m. to 6:00 p.m.), unless approved by the Engineer. The Contractor shall coordinate 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: SP-28 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 estimated quantity for the item will also be eliminated. If a portion of the final 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 SP-29 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, curb, 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. A California registered Civil Engineer licensed to perform surveying or a California registered Land Surveyor shall perform any surveying or staking, as directed by the Engineer, at the expense of the Contractor. The Contractor shall preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement shall be by the Contractor at the expense of the Contractor. In case of missing or incorrect ties, the Contractor's Surveyor shall restore ties as necessary at the expense of the Contractor. The Contractor shall submit to the CITY a copy of all survey notes and a Certificate Record of Survey. All new and replaced survey ties shall be by transit method. All existing monumentation shall be tied and recorded prior to construction. Corner Records shall be filed, pre and post construction, in accordance with Section 8771 of the Business and Professions Code (AB 1414). Final monumentation of alignments and new R/W lines shall be performed in accordance with the State of California Surveys Manual (latest edition). Record of Surveys or In-Lieu Maps, as applicable, shall be prepared and filed. One reproducible (mylar) copy of all filed maps and one photocopy of all filed Corner Records or Records of Survey shall be delivered to the CITY within 30 days of such filings. Full compensation for "CONSTRUCTION SURVEYING," 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, tools, equipment, materials and incidentals and restoration of survey ties to comply fully with these Special Provisions, the CLSA, and as directed by the Engineer, shall be considered as included in the Contract Lump Sum bid price paid, and no additional compensation shall be allowed therefore. 6-1.11 CLAYTON ACT AND CARTWRIGHT ACT -- Section 4551 of the State Government Code specifies that in executing a public works contract with the CITY to supply goods, services or materials, the Contractor or Subcontractor offers and agrees to assign to the CITY all rights, title and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 commencing with Sec. 16700) of Part 2 of Division 7 of the Business and Professions Code, arising from purchase of goods, services or materials pursuant to the contract or subcontract. This assignment shall become effective when the CITY tenders final payment to the Contractor without further acknowledgement by the parties. SP-30 6-1.12 PROJECT ERRORS, OMISSIONS, INCONSISTENCIES, AND/OR DISCREPANCIES -- In the event of errors, omissions, inconsistencies, and/or discrepancies among two or more portions of the Contract Documents, the Engineer may direct the Contractor to follow the most stringent requirements at no additional cost. If errors, omission, inconsistencies, and/or discrepancies appear in the Contract Documents or in the work done by others affecting this work, the Contractor shall immediately notify the Engineer prior to proceeding with the work, and the Engineer shall issue appropriate instructions. If the Contractor proceeds with the work so affected,without instructions from the Engineer, the Contractor shall remove the incorrect work or make the necessary corrections to comply with the Engineer's instructions at no cost to the CITY. 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. SP-31 The Contractor shall notify the Engineer in writing prior to the commencement of work of the name of the person who will act as the Contractor's Safety Supervisor. B. The Contractor will, through and with his Safety Supervisor, ensure that all of its employees, and its subcontractors of any tier, fully comply with the Project Safety Policies. The Safety Supervisor shall be a full-time employee of the Contractor whose responsibility shall be for supervising compliance with applicable safety requirements on the work site and for developing and implementing safety training classes for all job personnel. C. The Contractor and its affected subcontractors shall attend safety coordination meetings. The minutes of their meetings shall be submitted to the Engineer. 6-1-17 MEETINGS -- A. The Contractor shall attend weekly progress meetings at the Project site. B. In general, these meetings will be attended by the Contractor, the Engineer or 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 therefore. SP-32 SECTION 7 7-1 UTILITIES 7-1.01 GENERAL -- The location of all utility substructures that may affect the work shall comply with Section 5, "UTILITIES," of the Standard Specifications and these Special Provisions. The Contractor shall notify the Engineer immediately of any conflict. The Contractor shall match existing products. The Contractor is responsible for coordinating work with the utility owners. Certain companies, governmental agencies, or their contractors may be working within the construction area. Certain utility facilities at various locations within the Project limits may be removed, relocated, abandoned, or installed by companies' or agencies' contractors. The Contractor shall coordinate his work with utility owners and their contractors. The Contractor shall exercise due caution to prevent any damage to/or movement of these utility facilities. Listed below are the utilities that may be affected, with the designated contact person. These names and phone numbers are listed for information purposes only. The Contractor is responsible for verifying phone numbers and contact persons. 1. SOUTHERN CALIFORNIA EDISON COMPANY 287 Tennessee Street Redlands, CA 92373 Phone: (909) 307-6788 Attn: SCE Planning Supervisor; Michael Galvan 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, Stn Floor San Bernardino, CA 92418 Phone: (909) 384-7224 Attn: Miguel Guerrero, Principal Engineer SP-33 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 (TCI) 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 San Bernardino, CA 92418-0001 Phone: (909) 384-5203 Attn: Robert Eisenbeisz, City Engineer SP-34 11. CITY OF SAN BERNARDINO PUBLIC WORKS DEPARTMENT; TRAFFIC SIGNALS & STREET LIGHTING 300 North"D" Street San Bernardino, CA 92418-0001 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. TIME WARNER TELECOM 3281 Guasti Road, Suite#101 Ontario, CA 91761 Phone: (909) 276-2445 Attn: Bart Van Wey 14. East Valley Water District 3654 E. Highland Ave., Suite 18 Highland, CA 92346-2607 Phone: (909) 889-9501 Attn: Justin Parker 15. ATT(SBC-PACIFIC BELL TELEPHONE)—"ATT CALIFORNIA" 1265 N. Van Buren, Room# 180 Anaheim, CA 92807 Phone: (714) 666-5692 Attn: Yvette Garofano 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 SP-35 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, if so directed by the Engineer. 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 therefore. SP-36 SECTION 8 8-1 DESCRIPTION OF WORK 8-1.01 DESCRIPTION -- The work to be done consists, in general, of mobilization, clearing and grubbing; removal and reconstruction of various concrete improvements, including curb ramps, sidewalk, driveway approaches, curb, curb and gutter, cross gutter, spandrels; wedge cut mill and roadway mill; storm drain improvements; remove and replace deteriorated asphalt concrete pavement; crack seal, place pavement reinforcing fabric (on Belmont Avenue); asphalt concrete overlay; application of traffic striping and pavement markings; adjustment of existing utility frames and covers and City water utility enclosures; NPDES and ECP requirements; street sweeping; 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 (Mountain View Avenue): Per Plan, mill 0.15' of roadway pavement, remove and replace localized deteriorated asphalt concrete pavement (minimum 0.25' depth removals--completely to underlying sub-base/ subgrade), compact the underlying sub-base/ subgrade to a minimum 95% relative compaction, then place minimum 0.25' Hot Mix Asphalt (HMA), crack seal, and place final surface course of 0.15' HMA over entire Project roadway segment. • Bid Schedule No. 2 (46th Street): Per Plan, mill 0.15' of roadway pavement, remove and replace localized deteriorated asphalt concrete pavement (minimum 0.25' depth removals- -completely to underlying sub-base/ subgrade), compact the underlying sub-base/ subgrade to a minimum 95% relative compaction, then place minimum 0.25' Hot Mix Asphalt (HMA), crack seal, and place final surface course of 0.15' HMA over entire Project roadway segment. • Bid Schedule No. 3 (48th Street): Per Plan, full width mill and wedge cut portion of roadway pavement, remove and replace localized deteriorated asphalt concrete pavement (minimum 0.25' depth removals—completely to underlying sub-base/ subgrade), compact the underlying sub-base/ subgrade to a minimum 95% relative compaction, then place minimum 0.25' Hot Mix Asphalt (HMA), crack seal, and place final surface course of 0.15' HMA over entire Project roadway segment. • Bid Schedule No. 4 (Belmont Avenue): Per Plan, mill wedge cut portion of roadway pavement, remove and replace localized deteriorated asphalt concrete pavement (minimum 0.25' depth removals--completely to underlying sub-base/ subgrade), compact the SP-37 underlying sub-base/ subgrade to a minimum 95% relative compaction, then place minimum 0.25' Hot Mix Asphalt (HMA), crack seal, place reinforcing fabric, and place final surface course of 0.15' 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: • Conducting mobilization activities including property owner notifications, utility locating, implementing Project NPDES, ECP and BMPs, securing all permits and licenses, preparing and submitting Project schedule(s). • All demolition, clearing, grubbing, street sweeping and removals. • Reconstruction or construction of PCC curb ramps, curb, curb & gutter, gutter, cross gutter and spandrels, sidewalk, ADA bypass and driveway approaches; storm drain improvements, wedge cut mill and mill roadway; AC pavement street repair (removal and replacement); placement of pavement reinforcing fabric on Belmont Avenue, AC pavement cap; and utility adjustments. • 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, "General," 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 with on street parking. 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, "General," 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 SP-38 addition to the minimum requirements) shall be included in the various Contract bid items of work involved and no additional compensation will be allowed therefore. 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 included in the various Contract bid items of work involved and no additional compensation will be allowed therefore. 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 therefore. 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 therefore. 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"DEVELOP 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 therefore. 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. SP-39 The Contractor shall submit to the Engineer for review and approval six (6) copies of all shop drawings. The Contractor shall make any corrections to shop drawings required by the Engineer. 8-1.08 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. SP-40 SECTION 9 9-1 TRAFFIC CONTROL 9-1.01 GENERAL -- The Contractor shall comply with Section 7-10, "PUBLIC CONVENIENCE AND SAFETY," of the Standard Specifications for Public Works Construction, latest edition, and these Special Provisions. Warning signs, lights, cones, barricades and devices for use in performance of work upon highways shall conform to the most recent "California Manual on Uniform Traffic Control Devices." The 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. 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 four 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-41 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 be 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-42 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/ subcontractors 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/ subcontractors 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 "NO PARKING" signs within the area of work as required to facilitate construction operations, subject to approval of the Engineer. Personal vehicles of the Contractor's employees shall not be parked on the traveled way at any time. The Contractor shall furnish, maintain, and install (seven days prior to the start of work) all "TEMPORARY NO PARKING" signs with the duration of the no parking time written on SP-43 them. The Contractor will be responsible for furnishing and posting, moving and 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. 9-1.06 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. SP-44 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, replacing and removing signs, lights, flares, barricades, providing and modifying a traffic control plan to meet Contractor's operations, traffic control devices, resident 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 therefore. The provisions in this Section may be modified or altered if, in the opinion of the Engineer, public traffic will be better served and the 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 therefore. SP-45 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 if directed by the Engineer. 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 and others 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 costs for bonds, insurance, move in and move out, movement within the Project site, preparation and submission of submittals, obtaining encroachment permits, and miscellaneous incidentals, shall be included in the Bid Item provided for "MOBILIZATION" as a Lump Sum item, for which 75 percent (75%) will be eligible for inclusion in the first progress payment, with SP-46 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 waste disposal companies to ensure that waste disposal collection continues, 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 THE WORK," of the Standard Specifications, are amended as follows: SP-47 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 costs 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 therefore. SP-48 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, including full or partial removal, by any means, of branches or below ground roots, 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, except for vegetative growth within the street and public travelled way interfering with e prosecution of the work, 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. Street sweeping, as identified elsewhere within these Special Provisions. 7. Vegetation spraying within the Project limits. 8. Removal and disposal, or removal and replacement/re-establishment of existing chain link fencing to accommodate Portland cement concrete ADA bypass sidewalk. 9. Removal, salvage and delivery to the CITY yard existing signs and posts, as directed by the Engineer. SP-49 10.Removal, salvage and reinstallation, of existing signs and posts, mailboxes and other surface culture, as directed by the Engineer. 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 Material," 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 price paid for "CLEARING AND GRUBBING," shall be considered as full compensation for providing all the labor, tools materials, equipment and incidentals 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 therefore. SP-50 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, 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 sawcut 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. For those portions of the pavement to be removed and replaced, per the Plans, these Special Provisions, and where directed by the Engineer, pavement removal is to be to the underlying sub base or subgrade, as is applicable. The Contractor shall also provide all unclassified excavation necessary for the curbs, gutters, sidewalk, ADA bypass, cross gutters, spandrels, 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 work sites by the Contractor. This work item 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 shall be removed to clean straight lines before replacement to ensure that all areas are accessible to equipment used to compact replacement material. SP-51 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 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 Material," 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 within 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. SP-52 12-1.03 PAYMENT -- The Contract unit bid price paid for "UNCLASSIFIED EXCAVATION," shall be considered as full compensation for providing all labor, materials, tools, equipment and incidentals, 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, as directed by the Engineer, and 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 therefore. 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-53 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 unit bid price paid for "UNCLASSIFIED FILL," shall be considered as full compensation for providing all materials, labor, tools, materials, equipment and incidentals, 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 SP-54 materials not incorporated into the work, 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 therefore. 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-55 SECTION 14 14-1 ASPHALT CONCRETE 14-1.01 GENERAL -- Asphalt concrete shall comply with the requirements of Section 203-6, "ASPHALT CONCRETE," and Section 302-5, "ASPHALT CONCRETE PAVEMENT," of the Standard Specifications and these Special Provisions. The Performance Grade of the asphalt concrete shall be PG 64-10. Where dense graded asphalt is being constructed in two 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. 14-1.02 PAVEMENT REPAIR -- shall comply with the requirements for "ASPHALT CONCRETE," and "UNTREATED BASE, (PATCHING & FLATWORK)" 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 0.25' 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 overlain or capped with Asphalt concrete pavement, removals shall allow for the placement of a minimum of 0.33' Asphalt concrete pavement, per Plan, 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. 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/a-inch. 14-1.03 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. SP-56 Crack sealing shall not take place until after all milling/ planing operations, and all pavement repair work for the roadway has been completed. 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. 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 any 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 SP-57 14-1.04 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. 14-1.05 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. Adjusting water valve covers to grade after completion of paving shall be in accordance with SECTION 25, "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. 14-1.06 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. 14-1.07 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/docs/label/labelque.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 final. 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. SP-58 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 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. 14-1.08 PAYMENT -- The Contract unit bid price paid per Ton for "CONSTRUCT ASPHALT CONCRETE PAVEMENT OVERLAY," thickness per Bid Schedule, and "VARIABLE THICKNESS ASPHALT CONCRETE PAVEMENT OVERLAY, MINIMUM 0.15' THICK," shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, Asphalt concrete, 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 for all cracks greater than 1/4" width, furnishing, placement and compaction of asphalt concrete for filling cracks greater than 1-1/4" width, sand for tackifying operations, sweeping excess sand, tack coat, protection or 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 therefore. The Contract unit bid price paid per Square Foot for "PAVEMENT REPAIR," and for "REMOVE EXISTING ASPHALT CONCRETE STRUCTURAL SECTION AND CONSTRUCT MINIMUM 0.33' ASPHALT CONCRETE PAVEMENT," Asphalt concrete pavement thickness per Bid Schedule, shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, Asphalt concrete, and for doing all the work involved in sawcutting and removing, or milling and removing existing Asphalt concrete pavement structural section as required, all excavation and backfill required to establish rough grade, disposal of removed materials, furnishing and supplying, 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, 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, replacing survey markers in new pavement, all SP-59 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 therefore. 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. Unless otherwise identified within these Special Provisions, adjusting water valve enclosures to grade, on Belmont Avenue and 48th Street, 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 therefore. SP-60 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 only 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, placing and compacting 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 paid per Ton, and no additional compensation will be allowed therefore. 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-61 SECTION 16 16-1 PORTLAND CEMENT CONCRETE 16-1.01 GENERAL -- Portland cement concrete construction shall comply with Section 201-1, "PORTLAND CEMENT CONCRETE," and Section 303-5, "CONCRETE CURBS, 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 in kind to the new work. Delete the third paragraph of Subsection 201-1.1.2, "Concrete Specified by Class and Alternate Class," of the Standard Specifications, and replace with the following: 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. 16-1.02 PCC CURB & GUTTER -- Portland cement concrete curb and gutter shall be constructed in accordance with CITY Standard Plan 200, Type "A" or Type `B" per Plan, and as directed by the Engineer. 16-1.03 PCC CURB -- Portland cement concrete curb shall be constructed in accordance with CITY Standard Plan 200, Type "A",per Plan, and as directed by the Engineer. 16-1.04 PCC GUTTER -- Portland cement concrete gutter shall be constructed in accordance with modified CITY Standard Plan 200, Type `B", per Plan, and as directed by the Engineer. Drill and Bond Dowel for connecting new PCC gutter to existing PCC curb shall comply with Section 40-2.03, "Dowel Bars," of the CALTRANS Standard Specifications, and these Special Provisions. Chemical adhesive for drilling and bonding dowel bars shall comply with Section 40-2.05, "Chemical Adhesive," of the CALTRANS Standard Specifications. Drill and bond dowel bars are directed to be placed per these Special Provisions or as directed by the Engineer, into clean drilled holes in compliance with the chemical adhesive manufacturer's instructions. Holes shall be dry at the time of placing the chemical adhesive and dowel bars. Immediately after inserting SP-62 the dowel bars into the chemical adhesive, support the dowel bars to prevent movement during curing. Leave the supported dowel bars undisturbed until chemical adhesive has cured a minimum time instructed by the manufacturer. If the Engineer rejects dowel bars, drill new holes adjacent to the rejected holes, place new dowel bars, and securely bond to the concrete. Doweled bars are to be a minimum of 12" in length, placed a minimum of 3" into existing PCC curb, and at a spacing of 4'-0" on center, or a minimum of 2 doweled bars equally spaced per replacement PCC gutter section, if the replacement section is less than 4' in length. Dowel Bars shall be#4 bar reinforcing steel. Epoxy sealant shall be used to connect the replacement PCC gutter to the existing PCC curb, and shall be Sikadur 32, Hi-Mod (high modulus, high strength, epoxy bonding/ grouting adhesive) epoxy bond, or Engineer-approved equal. Epoxy bond shall be applied to the face of the existing PCC curb as per manufacturer's recommendations, for the length of each replacement section of PCC gutter. 16-1.05 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. This work item includes the removal of any interfering portions of the existing PCC cross gutters at Pershing Avenue. 16-1.06 PCC SIDEWALK -- Portland cement concrete sidewalk shall be constructed in accordance with 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. 16-1.07 PCC RESIDENTIAL DRIVEWAY APPROACH -- Portland cement concrete residential driveway approach (full or portion) shall be constructed in accordance with CITY Standard Plan 203, as modified per the Plans, and as directed by the Engineer. 16-1.08 PCC CURB RAMP -- Portland cement concrete curb ramp shall be constructed in accordance with Standard Plans for Public Works Construction (SPPWC) Standard Plan 111-5, 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 geometries, 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 SP-63 SPPWC Standard Plan No. 111-5. 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 in any way by his forces, either before 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, 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. 16-1.09 BONDING -- Joints between new and existing concrete shall be given surface preparation as follows: 1. Joints made with the mass of existing concrete by cutting, chipping, or grinding shall be cleaned free of all loose deleterious material by thorough brooming and compressed air jetting. 2. Original surfaces or existing concrete shall be cleaned free of bitumens, grease, paint, and other deleterious materials and clean aggregate of at least 3/8-inch size shall be exposed by rock hammer abrasive blast cleaning or machine scarifying. 16-1.10 PAYMENT -- The Contract unit bid price paid per Linear Foot for "PCC CURB AND GUTTER," "PCC CURB," and "PCC GUTTER," Type per Bid Schedule, shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in constructing Portland cement concrete curb, curb and gutter, and gutter, including saw cutting and removal of existing concrete, adjusting curb height as directed by the Engineer, furnishing, drilling and bonding dowels into existing PCC curb, epoxy bonding the new PCC gutter to existing PCC curb, any unclassified excavation and/or unclassified fill, furnishing and placing Portland cement concrete, complete in place to meet existing, per the Plans, CITY Standard Plans, the Standard Specifications, the CALTRANS Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefore. The Contract unit bid price paid per Each for "PCC CURB RAMP," per Bid Schedule, shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in constructing Portland cement concrete curb SP-64 ramps, 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, CITY Standard Plans, the Standard Specifications, CALTRANS Standard Plans and Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefore. There will be "No Payment" of any kind for any new curb ramps that do not meet current ADA Standards and the SPPWC Standard Plan No. 111-5. The Contract unit bid price paid per Square Foot for "PCC SIDEWALK," "PCC CROSS GUTTER WITH SPANDRELS," "PCC CROSS GUTTER WITH SPANDRELS (PORTION)," "FCC CROSS GUTTER," and "PCC RESIDENTIAL DRIVEWAY APPROACH (PORTION)," per Bid Schedule, shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in constructing Portland cement concrete sidewalk, the full or portion of PCC cross gutter and appurtenant spandrels, and residential driveway approach (portion), including saw cutting and removal of existing concrete, underlying Portland cement concrete pavement or interfering portions of cross gutters at Pershing Avenue, 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, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefore. 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, curb and gutter, 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 therefore. 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 bid items of work involved and no additional compensation is to be allowed therefore. SP-65 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. Cold Milling shall include wedge cuts and cold milling the entire street, to various depths, all per Plan and as directed by the Engineer. The cold milling machine shall have a cutter head at least 30 inches wide and shall be operated so as not to produce fumes or smoke. The rotor teeth shall cut in an upward direction as to the direction of travel reducing the size of material until the desired gradation has been achieved. The depth, width, and shape of the cut shall be as indicated on the typical cross sections or as directed by the Engineer. The final cut shall result in a uniform surface conforming to the typical cross sections. The outside lines of the milled area shall be neat and uniform. The road surfacing to remain in place shall not be damaged in any way. The material milled from the roadway surface, including material deposited in existing gutters or on the adjacent traveled way, shall be immediately removed. The removal crew shall follow within 50 feet of the planer, unless otherwise directed by the Engineer. Milling of asphalt concrete pavement will be measured by the Square 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 14-1, "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 14-1, "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-66 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 unit bid price paid per Square Foot for "COLD MILLING," depth per Bid Schedule, shall include full compensation for conforming to the requirements of this Section, for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved in cold milling of asphalt concrete surfacing, including disposal of material milled from the site, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefore. The Contract unit bid price paid per Square 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 labor, 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 therefore. 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 unit bid price paid per Square Foot for "COLD MILLING," or per Square Foot for "COLD MILL WEDGE CUT," of asphalt concrete pavement and no additional compensation will be allowed therefore. SP-67 SECTION 18 18-1 PAVEMENT REINFORCING FABRIC 18-1.01 GENERAL -- Pavement reinforcing fabric shall conform to Section 213, "ENGINEERING FABRICS," and installation per Section 302-7, "PAVEMENT FABRIC," of the Standard Specifications and these Special Provisions. Pavement reinforcing fabric shall be nonwoven, heat-bonded, one-sided geotextile and meet the requirements of Section 213-2.2, "Physical Properties," of the Standard Specifications for"nonwoven" geotextiles. Pavement reinforcing fabric shall be placed over all roadway milled areas on Belmont Avenue only, per the Plans, and as directed by the Engineer. The tack coat for pavement reinforcing fabric shall be PG 70-10. Attention is directed to Sub-Section 302-7.2.2, "Tack Coat," of the Standard Specifications, dealing with Tack Coat material and rate of application. 18-1.02 PAYMENT -- The Contract unit bid price paid per Square Yard for "PAVEMENT REINFORCING FABRIC," per Bid Schedule, shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved in furnishing and installing pavement fabric material, Fabric tack coat, 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 therefore. SP-68 SECTION 19 BLANK SP-69 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, "PAINT AND PROTECTIVE COATINGS," Section 214, "PAVEMENT MARKERS," and Section 314, "TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS," of the Standard Specifications and these Special Provisions. Paint for traffic striping and pavement markings shall conform to the requirements of Section 214-5, "THERMOPLASTIC MATERIAL FOR TRAFFIC STRIPING AND MARKINGS," 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 210-6.4, "Retroreflective Pavement Markers," 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 Engineer-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 labor, tools, equipment, materials and incidentals, 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 therefore. SP-70 SECTION 21 THROUGH SECTION 22 BLANK SP-71 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," 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 therefore. SP-72 SECTION 24 BLANK SP-73 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-74 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 licensed prior to initiation of the work. Upon completion of the work, the Contractor shall supply to the Water Department letter(s) of approval from the governing bodies having jurisdiction that the Contractor has met the requirements and conditions of the permits or licenses. 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-75 25-1.07 PAVEMENT REPLACEMENT - When necessary to break pavement in order to adjust water facility enclosures shown on the Plans, the existing pavement shall be sawcut 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 labor, 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 therefore. Contractor is notified that any work efforts required to protect in place or adjust to grade, existing water valves covers on 46th Street and Mountain View Avenue, are considered as included in the Contract unit bid price paid for "CONSTRUCT ASPHALT CONCRETE PAVEMENT OVERLAY," per Bid Schedule, and no additional compensation will be allowed therefore. 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-76 SECTION 26 26-1 REINFORCED CONCRETE PIPE 26-1.01 GENERAL -- Reinforced concrete pipe (RCP) of the specified size and D- load shall comply with Section 207-2, "REINFORCED CONCRETE PIPE (RCP)," of the Standard Specifications and these Special Provisions. Installation of reinforced concrete pipe shall conform with the provisions of Section 306, "UNDERGROUND CONDUIT CONSTRUCTION," of the Standard Specifications. Jacking for reinforced concrete pipe or pipe tunneling shall conform with the provisions of Section 306-2, "JACKING OPERATIONS," and Section 306-3, "TUNNELING OPERATIONS," of the Standard Specifications. Reinforced concrete pipe shall be of the D-Load strength shown on the Plans or specified in the Special Provisions. The wall thickness, reinforcement and test loads for pipe of the sizes specified shall conform to the requirements of the Standard Specifications, and Serial Designation C76-41 of the American Society for Testing Materials. The D-Load is the actual load in pounds per linear foot that the pipe will withstand under the three-edge bearing test, without showing a crack in excess of 0.01 inch in width and 12 inches in length, divided by the inside diameter of the pipe in feet. All access excavation or unsuitable material shall become the property of the Contractor and shall be hauled away and disposed of at a site obtained by the Contractor. 26-1.02 SHORING OF EXCAVATION -- The Contractor shall furnish all labor, tools, equipment, materials and incidentals required to design, construct, maintain, replace, re- install and remove all shoring, sheeting, lagging, cribbing, piling or other types of support for the walls of the open excavations required for the construction of this Project. See SECTION 29 of these Special Provisions. 26-1.03 PERFORMANCE -- Attention is directed to the "Construction Safety Order", "Trench Construction Safety Orders", "Tunnel Safety Orders", and "General Safety Orders" issued by the Division of Industrial Safety of the State of California, Department of Industrial Relations and to any and all other applicable laws, ordinances, or regulations to which the Contractor is required by law to conform. He shall provide himself with copies of these "Orders", "Laws", and "Regulations" or suitable extracts there from and shall keep a copy of each at the site of his operations and shall be governed by the requirements thereof. The requirements concerning shoring, sheeting and bracing of excavation and those concerning warning signs, lights and barricades are of particular importance. SP-77 All excavations five (5) feet or more in depth shall be braced in accordance with the requirements of Section 306-1.1.6, "Bracing Excavations," of the Standard Specifications. The Contractor shall take precautionary measures to protect, in place, all existing structures and fences during excavation. The Contractor shall submit to the Engineer, at least 48 hours in advance of any excavation, a detailed plan showing design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation. No excavation shall be initiated until a letter to proceed has been issued from the Engineer, and a permit has been obtained from the State Division of Industrial Safety in accordance with the requirements of Section 7-10.4.2, "Safety Orders," of the Standard Specifications. The Contractor shall have on file with the Division of Public Works, Department of Development Services of the City of San Bernardino, a copy of a CAL/OSHA permit for any excavation over five (5) feet in depth and into which persons are required to descend. 26-1.04 RESTORATION OF ASPHALT CONCRETE -- 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. 26-1.05 TEMPORARY RESURFACING -- Temporary resurfacing shall comply with the requirements of Sub-Section 306-1.5.1, "Temporary Resurfacing," of the Standard Specifications and these Special Provisions. Temporary resurfacing shall be placed over all backfill in streets, or other areas where the Contractor's operations have resulted in the removal of existing paving. Temporary resurfacing shall be placed as soon as the backfill is compacted to the relative density or immediately when so directed by the Engineer. 26-1.06 PERMANENT RESURFACING -- Permanent resurfacing shall comply with the requirements of Sub-Section 306-1.5.2, "Permanent Resurfacing," of the Standard Specifications and these Special Provisions. Permanent trench resurfacing shall be the "T" trench system, with a minimum thickness of 0.33' of new asphalt concrete, or 1" more in thickness than existing pavement, whichever is greater. Cold mill or grind existing asphalt pavement to a depth of 0.15' within the trench area and to at least 1.0' beyond the edges of the trench opening, than overlay asphalt concrete flush with the existing street, as shown on the revised CITY Standard No. 310, and as directed by the Engineer. SP-78 The Performance Grade of the asphalt concrete shall be PG 64-10. A self-propelled machine will not be required for any trench that is two feet (2'-0") or less in width. A prime coat and tack coat shall be applied as directed by the Engineer. 26-1.07 PAYMENT -- The Contract bid unit price paid per Linear Foot for the various sizes of "REINFORCED CONCRETE PIPE," involved shall include full compensation for providing all the labor, materials, tools, equipment, incidentals, furnishing and placing RCP, and for doing all the work involved for excavation, shoring, sloping, trench bracing, and placing the various sizes of pipe, including bedding and backfill, imported backfill as required and restoration of asphalt concrete pavement, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefore. Cost of compaction testing ordered by the Engineer shall be paid for in the following manner: 1. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from his Contract. 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-79 SECTION 27 27-1 CONCRETE STRUCTURES 27-1.01 GENERAL -- Portland Cement Concrete construction shall comply with Section 201-1, "PORTLAND CEMENT CONCRETE," Section 303-1 "CONCRETE STRUCTURES," and Section 201-2, "REINFORCEMENT FOR CONCRETE," of the Standard Specifications, as shown on the Plans, the Standard Drawings and these Special Provisions. Concrete for structures shall be Class 560-C-3250 with a maximum slump of five (5) inches. Reinforced steel shall be Grade 60 per ASTM A-615 designation. Class 2 surface finish will not be required on any portion of the concrete structures. The quantities shown on the bid sheet for concrete for the various structures shall be considered final quantities for payment for these items unless the Engineer revises the dimensions of the work shown on the Plans. If such dimensions are revised, and such revisions result in an increase or decrease in the quantities of such work, the final quantities for payment will be revised in the amount represented by the changes in the dimensions. The estimated quantities for such specific portion of the work shall be considered as approximate only and no guarantee is made that the quantities which can be determined by computations, based on the details and dimensions shown on the Plans, will equal the estimated quantities. No allowance will be made in the event that the quantities based on computations do not equal the estimated quantities. 27-1.02 CURB OPENING CATCH BASIN -- Reinforced concrete catch basin shall be constructed in accordance with the SPPWC Standard Plan No. 300-3, width and "V" per Plan, and as directed by the Engineer. The curb opening catch basin shall outlet through a monolithic catch basin connection and connect with the existing 24" RCP storm drain just westerly of the Pershing Avenue intersection with 48th Street. Due to the location of an existing gas line(s) in the vicinity of the new batch basin, Contractor shall pothole and determine the location(s) of any interfering portions of the existing gas line(s) and shall adjust the depth of the catch basin, vertical RCP pipe profile and location of the junction structure, as identified herein these Special Provisions. 27-1.03 LOCAL DEPRESSION -- Modified Portland cement concrete local depression shall be constructed in accordance with SPPWC Standard Plan No. 313-3, Case "C", per the Plans, and as directed by the Engineer. SP-80 27-1.04 CONCRETE COLLAR -- Portland cement concrete collar shall be constructed in accordance with SPPWC Standard Plan No. 380-4, per the Plans, and as directed by the Engineer. 27-1.05 MODIFIED MONOLITHIC CATCH BASIN CONNECTION -- Reinforced concrete modified monolithic catch basin connection shall be constructed in accordance with modified SPPWC Standard Plan No. 308-2, per the Plans, and as directed by the Engineer. 27-1.06 PAYMENT -- The Contract unit bid price paid per Each for "CURB OPENING CATCH BASIN" shall include full compensation for providing all the labor, materials, tools, equipment and incidentals, and for doing all the work involved in constructing reinforced concrete catch basin, including structure excavation, structure backfill, furnishing and placing all Portland cement concrete and bar reinforcing steel, miscellaneous iron and steel, metal frames and covers, potholing to determine location of gas line(s) and other facilities, adjustment in depth and geometrics of the catch basin to accommodate the existing gas line(as), all complete in place, as shown on the Plans, per the Standard Plans and Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefore. The Contract unit bid price paid per Each for "LOCAL DEPRESSION," shall include full compensation for providing all the labor, materials, tools, equipment and incidentals, and for doing all the work involved in the construction of the local depression as shown on the Plans, including structure excavation, structure backfill, and furnishing and placing all Portland cement concrete and bar reinforcing steel, complete in place, per the Plans, the Standard Plans and Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefore. The Contract unit bid price paid per Each for "CONCRETE COLLAR," shall include full compensation for providing all the labor, materials, tools, equipment and incidentals, and for doing all the work involved in the construction of the concrete collar shown on the Plans, including structure excavation, structure backfill, and furnishing and placing all Portland cement concrete and bar reinforcing steel, complete in place, per the Plans, the Standard Plans and Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefore. The Contract unit bid price paid per Each for "MODIFIED MONOLITHIC CATCH BASIN CONNECTION" shall include full compensation for providing all the labor, materials, tools, equipment and incidentals, and for doing all the work involved in the construction of the modified monolithic catch basin connections shown on the Plans, including structure excavation, structure backfill, and furnishing and placing all Portland cement concrete and bar reinforcing steel, complete in place, per the Plans, the Standard Plans and Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefore. SP-81 SECTION 28 BLANK SP-82 SECTION 29 29-1 SHORING OF EXCAVATION 29-1.01 GENERAL -- The shoring, bracing or sloping of excavation shall conform to the requirements of Section 306-1.1, "Trench Excavation," of the Standard Specifications and these Special Provisions. The Contractor shall furnish all labor, tools, equipment, materials and incidentals required to design, construct, maintain, replace, re-install, and remove all shoring, bracing, sloping, sheeting lagging, cribbing, piling or other types of support for the walls of the open excavations required for the construction of this project. 29-1.02 PERFORMANCE -- Attention is directed to the "Construction Safety Order," "Trench Construction Safety Orders," "Tunnel Safety Orders," and the "General Safety Order," issued by the Division of Industrial Safety of the State of California, Department of Industrial Relations and to any and all other applicable laws ordinances, or regulations to which the Contractor is required by law to conform. He shall provide himself with copies of these "Orders," "Laws," and have a copy of each at the site of his operations and shall be governed by the requirements thereof. The requirements concerning shoring, sheeting, and bracing of excavations and those concerning warning signs, lights and barricades are of particular importance. All excavations 5 or more feet in depth shall be braced in accordance with the requirements of Section 306-1.1.6, "Bracing Excavations," of the Standard Specifications. The Contractor shall take precautionary measures to protect, in place, all existing structures and fences during excavation. At least one lane shall be open to local traffic only at all times during construction. The Contractor shall submit to the Engineer, at least 48 hours in advance of any excavation, a detailed plan showing a design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during an excavation. No excavation shall be done until such plan has been approved in writing by the Engineer, and a permit has been obtained from the State Division of Industrial Safety in accordance with the requirements of Section 7-10.4.2, "Safety Orders," of the Standard Specifications. SP-83 The Contractor shall have on file with the City of San Bernardino, Department of Public Works, a copy of CAL/OSHA permit for any excavation over five feet in depth and into which persons are required to descend. 29-1.03 PAYMENT -- The Contact price paid for "SHORING OF EXCAVATION," shall be deemed to include full compensation providing all labor, tools, equipment, materials and incidentals and for doing all the work involved in the shoring, bracing or sloping of excavation, in compliance with all the requirements of this Section of the Special Provisions, per the Standard Specifications, and as directed by the Engineer, shall be included in the various Contract bid items of work involved and no additional compensation will be allowed therefore. SP-84 SECTION 30 THROUGH SECTION 45 BLANK SP-85 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 Frame 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 -- The Contract unit bid price paid per Each for "ADJUST EXISTING UTILITY FRAME AND COVER TO GRADE," per Bid Schedule, shall include full compensation for providing all labor, material, tools, equipment and incidentals, 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 therefore. Contractor is notified that any work efforts required to protect in place or adjust to grade, existing utility frame covers on 46th Street and Mountain View Avenue, are considered as included in the Contract unit bid price paid for "CONSTRUCT ASPHALT CONCRETE PAVEMENT OVERLAY," per Bid Schedule, and no additional compensation will be allowed therefore. 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, therefore, be made in the Contract bid unit prices for increased or decreased quantities of adjusting utility facilities. SP-86 SECTION 47 THROUGH SECTION 49 BLANK SP-87 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, etc., 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-88 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 material shall become the property of the Contractor and shall be disposed of by him away from the site of work. 50-1.02 PAYMENT - Full compensation for conforming to the requirements of this Section, not otherwise provided for, shall be considered as included in the prices paid for the various Contract bid items of work involved, and no additional compensation will be allowed therefore. SP-89 SECTION 51 THROUGH SECTION 62 BLANK SP-90 APPENDIX CITY STANDARD PLANS GENERAL NOTES: 26*". NOTE CONCRETE MUST BE AT LEAST /8" 2.2" �� 5:5 SACK MIX (520-C-2500) CURING COMPOUND SHALL BE /8 AND HOLD 2500 P.S.1. IN SPRAYED UNIFORMLY ON ALL a POSED 28 DAYS. SURFACES PRIOR TO EVAPORA ION Of SURFACE WATER. FLA'TR'4 EXPANSION JOINTS AT END 0 A r RETURNS • STRUCTURES W END R. . d PLANE JOINTS EVERY 10 FT. 3. SLOPE NS OR AS INSTRUCTED. R'4 R-1.7-3.. • e . b 0:037 CU.YO. PER L/N. Fr.. 7 • a ` . Prso•. . . 4 • to 0 ° 0 I TYPE "B" P.C.C. CURB & GUTTER 2bI- FLAT? 'P 4 � A 7 R=45" SLOPE 1:18 � R=-. o J 4• N- q . P30 s• (Iasi C YD. i, PER t/N. fir f .. J ' D L. e TYPE "C" P.C.C. CURB & GUTTER # (LOCAL STREETS WHEN APPROVED BY THE ENGINEER) .4 � 6" _ R-4- = APT 0 • ° 0.03/ CU. YD. i. "b a - ° a ° PER[MI FT. o.o to 7 cu. yo. PER L/Al PT. 4 TYPICAL SECTION ° , 90 r II ROLLED CURB TYPE "A" (ONLY FOR SPECIAL APPLICATIONS AS APPRO ED BYE THE CIITYCEENGINEER) P.C.C. CURB CITY OF SAN BERARDINO•PUBLIC WORKS DEPT. APPROVED. STANDMM/ TYPICAL SECTION- 1,4,...1y z7 Ism PLAN P. C.C. CURB 81 GUTTER ZOO CIT ENGI EER PER.N/SSABLE ALTERNATIVE ECG /5, CU/?BFACEMAY �, E.CR. I/ARYACCORD/A/6 v ?D PLAN o It' s erCONCRETE ('/ I tl t / 1 EA I 4 1 1 I /3• EXPANS/ONJO/NT STRA/G117 "-AGRADE EXPAA/ 1"/ JO/NT 1 S FLOW~O'er A/ PLAN . OF CROSS GUTTER FILL WPM ASPN.4L7/L Rs B. JO/NT SEALER 1_ r/ STEET TROWEL F/A//511 • . . n • _ % Z ; .•e' .5`0.04r " f' EXPANSION JOINT LIMIREMigna /- -..ii-- ` --ii--/- NOTE STRAIGHT GRADE 8"COA/C�PETE BETWEEN BC.R. 'S MAY BE AL TEREO O/V EXCESS/(/E SECTION "A-A" 624DES. 3G" /e' /e,. �- _ 0.072 C PO. _ .- 90•. - ' y e • • • • • °90. PER.[/Al Fl. o a 36H P.C.C. CROSS GUTTER (LOCAL STREETS WHEN APPROVED BY THE ENGINEER) CITY OF SAN BERNARDINO-PUBLIC WORKS DEPT APPROVED, STAN 36" at 72" CROSS GUTTER M8y 27 1911 PLAN _ c—Cidft=: .4f..e -9 /01 CITY ENGINEER `ASK:_ A (//df/GA/ I iafpET / .W ilt ?e e! VAR/ES -, et- Go' e .. TYP/04L Aaanau j gp fAt/ 07ZZ/TV TRENCH 11 EKED PX.SWE .JO/NT CASE A" PREFE.PEED �'i/DEMALrt' LOCAT/OAL t sayr.i. t/ARlES 4'1/800Srkt/l'rFO rG-,,."' N/0171 r IDAE6RAYEL OA.C. 3J"M/N.P.CI 1 PAL'W,�'CWOD/N 7f//9 AREA &DEIVALK ..e) CASE "5" MAY 8E USED: I.)WHEN FRONTAGE /1 LESS 7WAN /00'ANO SAME SECT/ON EX/STS 04/AOTH 3/PES OF,COT. Z.)FOR M EA�v v e,e i A(6 ..4/o E H/A L K.4. 4 - - GENERAL NOTES: ,� /,41.,e , t)C ONCA'ETE CLASS-010-C-‘000 \os 1 I..)C .#OED 1A p/EVT��rgIrC// I ` PIA ENO/N5012. E)C1/k%ik COMPOUND 9/1,<il4 SE 41 1 V/FO�PMLV ON ALL PROPOdFo I EXPO 0 Se/RC-ACAS IWO&TO THE �� B/GE�/•�ac.� 5144/M4770N OF Se/RFsM.E 11./.47-00. RQ F,ACE TYPICAL SIDELi/ALX TPANS/T/ON CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. D STANDARD ,1983 PLAN SIDEWALK LOCATION . .ii ' / jOi CIEER DRIVEWAY A - -------- SCORING LHES MIN DEPTH 34" / . . . . _ 4 . 41 0 . ' /.-"- "Z," . • ../.,1 . C9 "cc 4 .7,1 . /1 ,•.7 IL/ (17) 'c'..ii .I';," EXP JOINT-s, •II7/1 . i / / .1 .,1 . . ' , '" 4 1-- / - =' ,‘„,_____ __ • , , . -1 .,),.1, 41 6:,,,;;C>,---- 4.: • • ' , i \ C....) '7 , 1.) ,,..—RIDGE c... -,,.c. / 0.1 ' V..?,-,C) til (.3 , ., ! ii ,: •3 • .;)..1 //., \ , ':i--/— 4 1 ., • .,____ • ta 7 .,: .. • =',-•'---'tt'' roFtt‘ ET- cuRB B • I X 1 n ,_,_, •'. F OR CUR ,_ , ,-4," 16 -- 20 ' 1 - . P LA N (-SAW CUT EXIST. -i•:; - ,:;-' cuR0—, N / CURB ?r. GUTTER \ , \ . a. t.t3orro1—/ o;- cuRE - ---. ;-- • — 1 - CURB OPENING - W + ELE VA TI ON NO TES '• CONC.:REIF CLASS 520-C-2500. •,,,,E...AKENED PLANE JOINTS TO MATCH CURB JOINT AS DIRECTED HST' THE ENGINEER. .;. CURING COMPOUND SHALL IIK \SLOPE NOT TO EXCEED 12Y2% \I SPRAYED UNIFORMLY ON ALL 4'-O" MIN 1 6" MIN L-XPCSED SURFACES PRIOR TO \ 1,-.. -.-1 - 1,I-IE. EVAPORATION OF SURFACE WATER. SLOPE ):;." FT i . .1. SCORING LINES TO BE PLACED - - PRIOR TO EVATER.PORATION OF •4 o EXP or. IT). SUBGRADE SHALL BE COMPACTED TO A 0 MINIMUM 90% RELATIVE comPAnoN, SEC-RON A- A JOINT :,. t4a3ATED, REI4SED It REDRAW STD cPc 8/22/21107 0. REVISION BY DATE APPROVED CITY OF SAN BERNARDINO . _ APPROVED V ' _ 7... STANDARD DEVELOPMENT SERI/WES-PUBLIC WORKSIENGINEERING ' •il : NO RESIDENTIAL • / , it/ '. ' '' 203 DRIVEWAY APPROACH i CITY ENGINEER I OF I V':X1S11%C, ' .: EAVt.triEN I FRENCH AREA 03X1- ...ii) N., TRENCH WIDTH 4.,D ....)1/4-_,_ TRENCH E.DGES - - 1 0 12' IER---IF 'I'' OR LESS : -R-IF 3' OR LESS- ' THEN COLD MILL OR GRIND THEN E. I ,EXISTING AC STRUCTURE REMOVE/REPLACE RI F-- 1 . .-. . . -. — . . . 1 SECTION PER NOTES: EXISTING AC -1: * ' * — * * " ' 1 0' MIN STRUCTURE SECTION Typ 9S% 10 TO (6) PER NOTES: EZ: - (7) 3 ' .° ' ' — ' — ° ' " ' " ' — ' ' IR: (-LI E - 1 t.-,/ : Li 2:7= -_-_-_-• • • (...7 ;.,.. --- -..---_-___ _______ . - .....,-..-- . 41,rortr_ 7 --....I •7- ....i ,_. — f04,7eig---tti.:,4".44i--"'i,ci zi; • li . . . . . . • . . , .-rA t.t" 1.. Lr: z 1 . n i --- • . . .. ----• CURB AND GUTTER--1 R E. IA TRENCH ',.VIDTT:1- '-::‘, . . , .. .. , .. .. .. , OR EDGE OF PAVEMENT it110 fi ,1:1,..::;:.:•::._,..i" .1-",:'r— (6 CO(1)) (.4, :,,,,,,,:..,:.. ,,,.:,:.•:'-'1-:• (1.) 9(-)•-,) TRENCH EDGE 90% , ..-.. .. --,...... 1--.------ '-.- PAVEMEN1 REPLACEMENT LIMITS TYPICAL SECTION GEAil PAL RIGHT-OE-WAY TRENCH NOTES: OR AS DIRECTED BY WE ENGINEER ,,.. L I) 1,SP+V_T PATCH THICKNESS SHALL BE 3 INCHES MINIMUM OR 1' GREATER THAN EXISTING AC. WHICHEVER IS GREATER. TRENCH 4`ii()TH SHALL OE BY SAW CUT ONLY. ASPHALT PATCH MAY BE ELIMINATED OUTSIDE THE ROADWAY PRISM. COLD MILL OR GRIND EXISTING ASPHALT CONCRETE PAVEMENT TO A DEPTH OF 0.15' WITHIN THE TRENCH AREA AND TO AT LEAST 1.0' BEYOND THE EDGES OF THE TRENCH, OR REMOVE FULL DEPTH OF ASPHALT CONCRETE SECTION WITHIN THE SAME LIMITS. MORATORIUM STREETS: siiEN TRENCH CUTS HAVE BEEN AUTHORIZED FOR NEW STREETS OR FULL REHABILITATED STREETS WITHIN THE LAST 5 YEARS, ;',RINDING SHALL BE EXTENDED TO THE FULL TRAFFIC LANE, FOR STREETS THAT HAVE BEEN SEAL COATED WITHIN THE LAST 3 'rEARS, HE TRENCH AREA SURFACE SHALL BE SEAL COATED WITH SIMILAR MATERIAL TO THE REST OF THE STREET. ANY TRENCH RR TR WITHIN THE SAME AREA LESS THAN ONE (1) YEAR OLD ARE CONSIDERED MULTIPLE CUTS. MULTIPLE CUTS WITHIN 100' OF TACH OTHER MADE BY THE SAME ENTITY SHALL BE REQUIRED TO GRIND AND OVERLAY 0.15' FOR THE FULL LANE WIDTH BETWEEN CUTS A ND INCLUDING THE CUTS. EXISTING CONCRETE ROADWAYS SHALL BE REPLACED WITH CLASS 520-C--2500 CONCRETE OF ECNI AL THICKNESS COLD JOINT TO COLD JOINT IN ACCORDANCE WITH GREENBOOK SECTION 201-1.12 AND INSTALLED IN ACCORDANCE WITH STANDARD PLAN 132-1 OF THE AMERICAN PUBLIC WORKS ASSOCIATION STANDARD PLANS FOR PUBLIC WORKS NONSTRUC RCN. LATEST EDITION ( I R• OAD BASE. CRUSHED AGGREGATE BASE (GREENBOOK SECTION 200-2.2) 4 INCHES OR MATCH EXISTING SECTION, WHICHEVER IS GREATER, 95% DENSIFE PLACED IN MAXIMUM 4 INCH LIFTS. EXISTING CONCRETE ENCOUNTERED BENEATH THE ASPHALT PAVEMENT ROADWAY SHALL BE COMPLETELY REMOVED AND REPLACED WITH CRUSHED AGGREGATE BASE (GREEN BOOK SECTION 200-2.2) TO A TI-11(.10,1ESS EQUAL TO THAT OF THE CONCRETE REMOVED. 51 TRENCH BACKFILL: SELECT BACKFILL. 95% DENSITY. PLACED IN B INCH LIFTS. IF TRENCH IS LOCATED OUTSIDE THE ROADWAY -,RISt,,i, SELECT BACKFILL MAY BE PLACED TO FINISH GRADE AT 90% DENSITY. , l's.t) RIPE ZONE: SANE) (SE 30) OR GREATER. JETTED, PER SECTION 306-1.3 (GREENBOOK). OR PLACED MECHANICALLY TO 90% DENSITY. LOCATIONS SHALL BE CLEARLY SHOWN ON THE PLANS. (i) MINIMUM TRENCH WIDTH SHALL BE THE PIPE DIAMETER PLUS 2 FEET FOR ALL PIPE DIAMETERS. PIPE SHALL BE CENTERED IN THE -EN TRENCH. TRENCH WIDTHS SHALL ALLOW PLACEMENT AND COMPACTION OF BACKFILL MATERIAL R--, LTRi mAXIMUM DISTANCE BETWEEN PIPE WALL AND TRENCH WALL SHALL BE 1B". (5) M• INIIALIM COVER MS REFERENCED TO FUTURE FINISHED FINAL GRADES UNLESS OTHERWISE SHOWN ON PROFILE DRAWINGS (36' MIN). cil) SUPPORT PIPE WITH SANDBAGS AND SPOT LOAD PIPE AS REQUIRED DURING INSTALLATION OF CLSM IN PIPE ZONE AND PIPE BEDDING AREAS. ( ). DIAGONAL PAVEMENT REPLACEMENT IS NOT PERMITTED. (iLi) A• NY TRENCH CUTS WITHIN 4' FROM THE EDGE OF PAVEMENT, LANE UNE, CURB OR GUTTER SHALL HAVE THE PAVEMENT PATCH EXTENDED TO THE EDGE OF PAVEMENT. LANE UNE, CURB OR GUTTER. -1® N• O FLOATER LESS THAN 3*-0" ALLOYED. PATCH MATERIAL SHALL BE LIKE IN KIND. . - 2 UPDATED. REVISED &RCDRAWN/D cRc 10/14/2008 ., , NO. REVISION 1 BY D kTE i APPROVED ,...-- , f , CI1`17 OF SAN BERNARDINO APPROV „ /9 y I if 1 r oi3 STANDARD flI1,77:LOPAIENT SERzICES-PURLIC WORKVENGINEERING / NO. TYPIC,4I. DETAIL • r' RESTORATION PERMANENT 3_ 1 0 SURFACINGITRENCHING CITY ENGINEER 1 OF i ,t. ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL MOUNTED TO SIGNAL POST \BBREVIATIONS =A . ..c01. ___ _. Avenue ske ' I • 1,O■ '7..I, . ',i'tr ,I Alley =Alrey T I \ '' c.'n Al 0.1h I.! ''',yij,q• ,,',.j 1 . Boul evord 7..--Blvti Center ----Cr Circle ,---,Cr / \____ 1 ...V2 i3GRDER, 6" FROM CITY LOCO --/ ALL EDGES— Lar,e. r ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL .:._ ,!--"- (UNSIGNALIZED) n _.! ..- ,....--• INTERSECTION ,-!'''' .2.— 1 c,4ii 4') A fifi.3. CO , (i--\:) ■ ,, -,.., (C) •, ® ATTACI-I SIGN BLADES To SIGNAL POLE AT 96" FROM SIDEWALK USING ---P1----'-, BRACES WHEN SIGN BLADE IS 36" OR LONGER IN LENGTH. CB) SIGN-TO-SIGN BRACKET; TELESPAR 51,I.TCF200 (FOR SIGNS UP TO 18' LG), 1 , :---s, I I ./ , TELESPAR 120TCX200 (FOR SIGNS OVER 18" LG). 1,----: -L- ' .280" WIDE SLOT, VANDAL-PRUF Bot.rs 2{NivPm2. '- i 1 . II © POST-TO-SIGN BRACKET; SUPR-LOK 2N97 / .280" WIDE SLOT, VANDAL PRUF BOLTS 2NVPA12. . i I 7 © SIGNPOST; TELESPAR 2' SQ 12 CA. HELD TO A 2Y.;” SO X 30- 30 GA. H.O. . :.-.) ANCHOR. C) 1 : I (5 ---- (D) : '_- -1 © FOUND/01M; PORTLAND CONCRETE CLASS 500-C-2500 MAX SLUMP---5". !, y ' . co -1: • CO ;; .,■ , 0 . ^ 7.. .. D_ NOTE: • 'I USE ZUMAR INDUSTRIES • I ; ! (OR APPROVED EQUAL). \I--- .!:•!!. MOM i 1;•',.. RI I ,./E WET -.!' ! ANCHOR: _,,,/ TELESPAR 2)4" 30 H.D. „ ; I UPDATE). REVISED &REDRAM STD (Re 11/0/2007 Na Ruiffloti tiv twrz AUROVW CITY OF SAN BERNARDINO APPROVED 1140 '4: 4, 241407 STANDARD DE frEt.OPMENT SERVICES-PUBLIC WORKS/ENGINEERING NO *--- ‘.-- 1------ 504 STREET NAME SIGN CI TY EN EER 2 OF 5 ''''' 66' MIN 1"± RADIUS— —CITY LOGO DETAIL) WHITE GREEN (SEE '7 1 D.)Fi'ln• _ ? : 7/1(I; cc G-- I — L, ....... WOE WHITE 6" BORDER —1 11 • -I"BORDER ' MIN NON I MA NAT:- 12.) _ Ni 17) E [AIL . . (;) k /1-1\S I P M N S TA.L LA I 0 N NITS NV, 011. CITY OF gall iII'I1flEi 1110 DILAL r y LOGO NTS NOTE: 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. . SEE SHT 1 OF 5 FOR MATERIAL REQUIREMENTS. 4. SEE SHT 4 OF 5 FOR APPROPRIATE INSTALLATION. n'A reD. Rena. 4:REDRAWN STD cPc 11/6/2007 NO. RA4 WO BY D1T, '1"0 4 D CITY OF SAN BERNARDINO APPROVED A4714 Zaz,7 STANDARD nri,i-ji.oPmENT SEI?VICES-PUBLIC WORKS/ENGINEERING NO. 504 STREET NAME SIGN /b' CITY ENGIN 3 OF 5 ——--........,......—...-- CO CI Y S FREE V SIGN (i) SIGNE!X MEDIUM EXTRUSION (SX0073) (3 3M I)OUBLE BACK TAPE „---, SIGNE'X MODIFIED CHANNEL. CLAMP (SX 0222) - - s TELL bANGING , QI.,) :'A.3 T ARM :3R ACKET (SA -1000) (S'A --- 1000 EX TENSIONS) ......_, , ' C.:1 TAP IA AN UFACTURIN G, NG. / r -- ---1 / ri-■ ,,' I // / // - VI LW 13 . , / —TITS- , / 4_ ______t_ _ i -, 1 • I. ...)--------"----,----,-.- tr --'=-----z----. -...., ........z.„, AL VERNA TE --7/ NS TA LLA TQN 1 . i \ ‘•,,, . 1'. '----:`---. i \--(?) 1.1-i 5 / 1 4 0 --) iT --) .- / 0 .- Z / _ , —I 30 ill / .-- ri; -,----_____- __ v....„ 4. - ( )if z 1•12 j B ! To ______ i -,,, 1-_—_, < 1 1 / L , B 1 - -- _ _ j _,-- 0 1 0 ! \ 0 n ---- , I „ 0 . \ '..:"."-) L J I ---, _is, --- i, i ',•„ . -----,,----.„ .-______ __• ••,, \ — SIGNAL POST \ CO n-.4e/ . ..---. VIEW A MAST ARM INSTALLATION PREFERRED ul 0 Ii t,... D. /..,1,i R , La USE ZAP MANUFACTURING, INC. tu. (OR APPROVED EQUAL) TOR c) MAST ARM PREFERRED a_ INSTALLATION. 0 1.--- ll USE ZUMAR PRODUCTS t .:..„,_ =', (OR APPROVED EQUAL) FOR ALTERNATE INSTALLA TI ON. 1 u Pomo, RE'ISED dc REDRAVi STD d'c 11/6/2007 NO. :5113.11 B ,i W I" ' Z1 ■ _ CITY OF SAN BERNARDINO APPROVED NOV. 6 7.4407 I STANDARD DEVELOPMENT SERWCES—PUBLIC WORKS/ENGINEERING NO. If, A. 504 STREET NAME SIGN .TY ENGINEER 4 OF 5 BeR tt i (r , 1 / 1\-+7 d eft- - — - IHIP-F-F-1--- r --) \ — — / r OCR 'N',,, Y, / 6 . ,._ * 0 \ CD M rt3 ,. L_1 BCH \ ....7 z.., I -.4= _.,._ a. ct 0 4 . , _.r _ __ S-fREET / 7.-- * , al 4 BCR (..) o t co co "T„ ,NTERsEc-,-,0,\, ''+" INTERSECTION "L" INTERSECTION LEGEND 4. DOUBLE SIGNS WITH OR WITHOUT R-1 • SKINLE SIGN WITH OR 'Al-THOM R—1 NOTE: LOCATION OF STREET NAME SIGNS ARE SHOWN APPROXIMATE. ALTERNATE LOCATIONS TO BE APPROVED BY THE ENGINEER. IYPICAL LOCATIONS: ON BCR OF NE & SW CORNER OF INTERSECTIONS. FOR UNNAMED PRIVATE STREETS, THE WORDS "PRIVATE STREET" SHALL BE 4" HIGH AND CENTERED WITHIN THE SIGN. MAJOR STREET = ARTERIALS MINOR STREET = COLLECTORS & LOCALS 1 UPDATED, REVISED de REDRAWN SID dPe 11/8/2007 a. IAA: • . : _ •1_ _1_'13•03/Et , CITY OF SAN BERNARDINO APPRO ED NOV 44.21,2_ STANDARD DEVELOPMENT SERVICES-PUBLIC WORKS/ENGINEERING 1 NO. 504 STREET NAME SIGN CITY ENGINEER 5 OF 5 — . STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLANS 4' 1220 mm MIN 4' (1220 mm) MIN �. TRANSITION WEB 4:1 MIN T---fl-.7.- 7. ''X NOTES¢::tr;� 1'I Y NOTE 2 a:co / ` ! LI•• AMAX a a CURB h X i I. X I CURB FACE \4' (1220 mm) 4 A U'1� TYPE 1 MRB 4' (1220 mm) R � h_Li R NOTE 8 "' "�.GRADE BREAK 1 x Y(3) NOTE 2 �� -� , �I itlcfJ+T QiiiE3 \\\___ CURB FACE X ( 4' 220 mm) i 0 A OR B SEE FIGURE 1 TYPE 2 CASE A PARTS OF THIS STANDARD PLAN SHOW INSTALLATION FOR TYPICAL RETROFIT CONDITIONS, AND ARE NOT FULLY COMPUANT WITH CALIFORNIA BUILDING CODE REQUIREMENTS FOR NEW DEVELOPMENT. Y STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PROMULGATED BY THE PUBLJO WORKS STANDARDS INC. CURB RAMP GREENBOOK COMMITTEE 1992 1 1 1 -5 REV.1999.2000.2005.2009. 2013 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 10 SI- BCR OCL NIIII> . . Q *...---MAX E 4' 1220 mm `,., GRADE BREAK a a NOTE 8 N U.r c� 1u Q NO ; 2 q�$ cv a PLANTING 1I �9/ ti� S'J�' a. AREA xl `'1 O<" CURB / URB" TYPE 3 CURB FACE \1/454.1.1-/ WHERE PLANTING AREA IS ADJACENT TO THE CURB RAMP, USE CASE A, TYPE 6 2%MAX 'Co cl- z 0q- \I" GRADE BREAK E 4' 1220 mm se J O N ,� NOTE 8 BCR Uv < t!oi NOTE 2 .�' n CC PLANTING �'�9 o n AREA ��N :; �` ��"` \-I .'. CURB Llry1 QQ'c,J`- �' CURB FACE Q' �,� WHERE PLANTING AREA IS ADJACENT TO THE CURB RAMP, TYPE 4 USE CASE A, TYPE 6 CASE A STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-5 SHEET 2 OF 10 MRB 4' (1220 mm) R R t. �� h____,_...., NOTE 2� 8.33° I N Ix 18 337 DBE BREAK q x _ N 4 Y NOTE 81 X• a PLANTING AREA IM _... / PLANTING AREA ,. co CURB/ / CURB FACE 4' ix (1200 mm) tom A OR B SEE FIGURE 1 TYPE 5 rPARKWAY _ R a W 27 a z F O4 z P� Z 4' (1220 mm) ,�° PCC WALK 'd 4' (1220 mm) MIN R Z� ,.., cx ab /�4i �a. 2 N NOTE 2 .. .1-0.4. F1�: NOTE 8 . PLANTING AREA <' TYPE 6 CURB/ // CURB FACE ���,� O c, IF PLANTING AREA IS NOT c.3 ADJACENT TO SIDE FLARE, USE "X" PER TABLE 2 FOR THAT FLARE CASE A STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-5 w SHEET 3 OF 10 C 1 Z=X 1"101 r' Z=X -1 � NOTE 2- n1Tx ix. ,.a AR 10.:,(,:::::::: ..k. R L�a :: "a - o.a 8.33% MAX 8.,)3% MAX I CURB/ f NOTE 8 CURB FACE! I • X .I _I X ^1 4' (1220 mm) 1} ^t C 4 TYPE 1 2% 'It \ \\TA-Alr At GlIN 4* NOTE 747 ty ,. }� IX � TYPE 2 Y3 NIx NW as w 1Lz� s CC 0 `z a NOTE �y+ CURB CURB FACE /s\ ..) CASE B STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-5 SHEET 4 OF 10 A SKEW ANGLE, a 4' SKEW ANGLE a=45' OFFSET b=0 (1220 m )NOTE 2 =— UNLESS OTHERWISE NOTED ON PLANS 47.q!-----e-: 1 Y 1 ' .. • MOC X NOTE 8 7 -11-1I OFFSET, b CURB CASE C CURB FACE X z E E ¢o a SEE DETAIL a� A, B. C, ORD� OTES AL : r e TYPE 1 NOTE 2 .kIA25!............... 5% MAX I- PLANTING �/ AREA REGRADE X=4' (1220 mm) IF ADJACENT TO CURB/ PLANTING AREA, CURB FACE OTHEWSE SEE TABLE 1 Y E SEE DETAIL A, B, C OR D� E _ v rjY AL €518.33%....... ' A Ja Ix 5-2–Ira Y 3 aL NOTE 8 ;..•..................... a� NOTE 2 ` / � )‘ CURB/ CURB FACE TYPE 2 CASE D STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-5 SHEET 5 OF 10 S rr MA , GRADE BREAK • 4' (1220 mm) i' � co ico _ x ct 4 I, .r. ,. 0 ,._.. �:.......j i___r) 1\ r sa E A OR LESS SS d Q } MARKED a N Z —1-v -�% MAX CROSSWALK 4' (1220 mm a'a� / N ill i PLANTING�� EL AREA ` r�� NOTE 2 TYPE _1 CURB A I R ' NOTE S CURB FACE X=4' (1220 mm) r 4' X WHEN ADJACENT (1220 mm) TO PLANTING AREA t1 '.k in m MARKED CROSSWALK S MA { MA x E N x C\:_iiE U 2%::a'.'.'. :'. MARKED Z OR MA.... i _II 5 MAX , 4 CROSSWALK S C LES NOTE 2 "141111 • / .� x f aQ a a:ae<::F I` �� I ::. 'i a f GRADE BREAK CUR/ / X 4' X `` CURB FACE '" (220 mms NOTE S TYPE 2 CASE E N gii MARKED CROSSWALK STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-5 SHEET 6 OF 10 PARKWAY SEE NOTE 6 - [ I�R a Y 4' (1220 mmZMIN SEE T -- 1 . . EXISTING ROUNDED— TOP OF ROADWAY gy EDGE RAMP �X % AX ,�8.33 M A2-0 CURB AND GUTTER SECTION A-A USE FIGURE 1 TO DETERMINE WHICH OF SECTIONS A—A, B—B SEE NOTE 6 PARKWAY OR C—C IS APPROPRIATE. R Y 4' (1220 mm) EXISTING ROUNDED TOP OF ROADWAY EDGE RAMP DEPRESS BACK OF WALK ��'�=x r SEE DETAIL A, B, C OR D, , • �2%,nL� SHEET 10. A2-0 CURB AND GUTTE' SECTION B-B SEE NOTE B....t. PARKWAY EXISTING F Y ROADWAY 4' (1220 mm) MIN 1 SZ MA DEPRESS BACK OF WALK ._X , SEE DETAIL A, B, C OR D, —2% MAX I SHEET 10. A2-0 CURB AND GUTTER SECTION C-C Z 0220' I Z mmf f I DEPRESS BACK OF WALK `-- �Mq ;1 �� CC SIDEWALK SECTION R-R Z OR LESS Z 4' ANIL 4' Z 1220 mm 1220 mm DEPRSS BACK OF WALK 8339 10V - ' I ,� M qk s g �Mq 3 PCC SIDEWALK SECTION S-S STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-5 �� SHEET 7 OF 10 PARKWAY WIDTH, FT (m) 4' 5' 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' (1.2) MIN(1.5) (1.8) (2.1) (2.4) (2.7) (3.0) (3.3) (3.6) (3.9) (4.2) (4.5) (4.8) (5.1) (5.4) (5.7) (6.0) 1" (25) Ns! EMI E 2M (50) LI 3 (75) = 4" (100) SECTION A-A Z 5" (125)-- -z C ) LANDING = 4' 0220 mm) a- U 6" (150}--Z �■� O L*i. 7" (175)--1= 0 V 9" (225) U •UPON B-B . ■.■ Q 10" (250) CALCULATE Z DIMENSION PER FORMULA BELOW ,. O 11" (275) .� z 12" (300) OR MORE FIGURE 1 - SECTION USAGE NORMAL WHERE FIGURE 1 SHOWS USE OF SECTION B-B, FIGURE Z CURB FACE, SECTION Y-Y DIMENSION AS FOLLOWS: INCHES (mm) X, FT (mm) Y, FT (mm) W = PARKWAY WIDTH 2" (50) 4.00' (1220) MIN 2.63' (790) L = LANDING WIDTH, 4' (1220 mm) TYP Z = [(Y+L)-W] x 0.760 3" (75) 4.00' (1220) MIN 3.95' (1185) 4" (100) 4.00' (1220) MIN 5.26' (1580) IF (Y+L) < W, THEN Z = 0 5" (125) 4.17' (1275) 6.58' (1975) 6" (150) 5.00' (1525) 7.90' (2370) 7" (175) 5.83' (1775) 9.21' (2765) 8" (200) 6.67' (2035) 10.53' (3160) 9" (225) 7.50' (2285) 11.84' (3555) 10" (250) 8.33' (2540) 13.16' (3950) 11" (275) 9.17' (2795) 14.47' (4340) 12" (300) 10.00' (3050) 15.79' (4735) SEE SHEET 9 FOR STREET SLOPE ADJUSTMENT FACTORS, ALL STREETS TABLE 1 -- X AND Y VALUES TABLE 1 REFERENCE FORMULAS: X = CF / 8.333% Y = CF / (8.333% - 2% WALK CROSS SLOPE) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN • CURB RAMP 111-5 SHEET 8 OF 10 4' (1220 mm) Z.DI ` ( GRADE BREAK six T M�� T CURB/ if GUTTER I X.DOWN`y s ,r X.l_IP i CURB FACE SLOPE, S (1220 mm) TYPICAL CURB RAMP X. h X,UP BACK OF WALK I ' �� GUTTER SECTION T-T FLOW LINE SLOPED STREET FOR SLOPED STREETS, MULTIPLY THE DIMENSIONS PARALLEL TO THE STREET, X AND Z, UPSTREAM AND DOWNSTREAM OF THE RAMP, BY THE FACTORS IN THE FOLLOWING TABLE. FOR EXAMPLE, X.DOWN = X x K.DOWN S K.DOWN K.UP 0% 1.000 1.000 0.2% 0.977 1.025 0.5% 0.943 1.064 1% 0.893 1.136 2% 0.806 1.316 3% 0.735 1.563 4% 0.676 1.923 5% 0.625 2.500 TABLE 2 - SLOPE ADJUSTMENTS TABLE 2 REFERENCE FORMULAS: K.DOWN = 8.333% (8.333% + S) K.UP = 8.333% / (8.333% — S) STREET SLOPE ADJUSTMENTS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111 -5 _ SHEET 9 OF 10 12" (305 mm, • --e© O O OO 3/4" @ © 0 0 E 19 mm) n� Q 0.90 I E O © © O (23 mm)1 o X1.11 SINGLE T1/4" -44.-1 4" O O`O O PATTERN "TRUNCATED DOME" (6 mm) (6 mm) 1 12.35" (60 mm) GROOVING DETAIL DETECTABLE WARNING DETAIL CONSTRUCT FENCE OR HANDRAIL p PER CONTRACT PLANS °z 6" (150 mm) am J RETAINING CURB- f PAVED SURFACE PAVED SURFACE DETAIL A DETAIL B GRADED 6" (150 mm) SLOPE 2:1 MAX NPAVED SURFACE RETAINING CURB `NP` D SURFACE DETAIL C DETAIL D GENERAL NOTES: 1. CONCRETE SHALL BE CLASS 520-C-2500 (310-C-17) CONFORMING TO SSPWC 201-1.1.2 AND SHALL BE 4" (100 mm) THICK. 2. THE RAMP SHALL HAVE A 12" (305 mm) WIDE BORDER WITH 1/4" (6 mm) GROOVES APPROXIMATELY 3/4" (19 mm) OC. SEE GROOVING DETAIL. 3. THE RAMP SURFACE SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE CONFORMING TO SSPWC 303-1.9. 4. USE DETAIL "A" OR "B" IF EXISTING SURFACE BEHIND LANDING IS PAVED. 5. USE DETAIL "C" OR "0" IF EXISTING SURFACE BEHIND LANDING 1S UNPAVED. 6. R = 3' (900 mm) UNLESS OTHERWISE SHOWN ON PLAN. SEE SHEET 7. 7. ANGLE = A/2 UNLESS OTHERWISE SHOWN ON PLAN. 8. CONSTRUCT DETECTABLE WARNING SURFACE PER DETAIL THIS SHEET. MATERIALS SHALL BE PER CONTRACT DOCUMENTS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111 -5 SHEET 10 OF 10 FACE PLATE t4 O 12" (#113M 0 300 mm) ASSEMBLY EACH WA STREET, GUTTER, i/4' (5 mm) R OR LOCAL DEPRESSION 1 I v I SURFACE Ir sv• — — — — -k��,�-4' I E i+ 'L-� 5LOPC rI (100 mm) F E z FLOW UNE v - E(753m ` J FACE PLATE-- — �v,VPJE)L • E v 2 SCORING_IN ..°s-CURB UNE r.. v v "� + w ) 2 EXTRA Ak (#13M) I STEPS 4' tF u_ ON 2 SIDES OF MANHOLE FRAME I t (100 mm) MIN IN m AND COYER (300 mm) MAX 'CATCH BASIN E -- 3" 3 MANHOLE FRAME E a ' (75 mm) "AND COVER N ,A z.. � F ,� V--- I 8- L — — — F I I I �S LIONAL SUBGRADE CONNECTOR PIPE Q- OR MONOLITHIC J //^` -^ Fz B CATCH STEPS \\ E I 00 • Ae / _ >�1 A < I SECTION A-A ) NI u I I 4' � � 8" (200 mm) \ // (100 . R ^ #4 (#13M) r 1 90" E I M n . ~ .. DOWEL (TYP) O P PLAN DOWEL DETAIL STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS REINFORCEMENT MAX MAX t tF REQUIRED IN W V FRONT REAR BOTTOM END WALL WALL SLAB WALL 3.5' (1.0 m)8' (2.4 m) 8" (150 mm) 6' (150 mm) 3.5' (1.0 m) 12' (3.5 m) 8" (200 mm) 8" (200 mm) N R R 0 E E 7' (2.0 m) 6' (1.6 m) 6" (150 mm) 6' (150 mm) I 0 7' (2.0 m) 12' (3.5 m) 8' (200 mm) 8" (200 mm) N U F I 14' (4.0 m) 4' (1.2 m) 8' (150 mm) 6" (150 mm) %R% 0 E E R 1 8' (2.4 m) 6' (150 mm) 8" (200 mm) 1 C D 14' (4.0 m) 12' (3.5 m) 8° (200 mm)10° (250 mm) F M 4' (1.2 m) 6' (150 mm) 6" (150 mm) %R E %E ^ 6' (1.8 m) 6' (150 mm) 8" (200 mm)/C/ N Q ,-.,lo %E� T U/ E8' (2.4 m) 8" (200 mm) 8" (200 mm)�M R E 10' (3.0 m) 8° (200 mm)10' (250 mm) E E to t 12' (3.5 m) 8' (200 mm)10" (250 mm) T //D FOR W > 28' (9m), V > 12' (3.5 m) OR B > 4' (1.2 m) SEE PLANS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PROMULGATED BY THE PUBUC WORKS GREENBOOK '"�� CURB OPENING CATCH BASIN 1994 300-3 REV. 1992.199e.2009 USE NTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 NOTES: 1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 1" (25 mm) DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE, COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8%, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. DIMENSIONS: B = 3'-2" (970 mm) V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 4.5' (1.35 m). Vu= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 12" (300 mm). VI= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET, NOTED ON THE PLANS. H = NOTED ON THE PLANS. W = NOTED ON THE PLANS. A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPECIFIED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 3" (80 mm) PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND 3" (75 mm) RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70' OR GREATER THAN 110', OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE. 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THEY SHALL BE(LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE AND PROJECT 2-1/2"R(65Tmm).TOP OTHERASTEPS 7" HALL PROJECTE5�" (130 TOP OF THE (130 mm). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7' (2 m) ON CENTER (MAXIMUM) ALONG THE BACK WALL. 8. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB OPENING CATCH BASIN 300-3 SHEET2OF2 E BARS-2 ABOVE & 2 BELOW OPENING �� ' C BARS 1130441g:450 mm) 4O q 12" (300 mm) MIN . . NW O „ 1 Q{ 3" (75 mm) MIN •.e O 1 •a•. `4O 9� ,►1 / A 12" 300 mm MIN ;° Qj t VI& :•ka∎ %. SIT lir 1 •--sAl • ---,----", 11* \ E BARS-2 ABOVE & 2 BELOW OPENING I 4 ® 18" 4 ® 18' \�� �' 13M ® 450 mm) (#13M 0 450 mm) 9 C BARS o SECTION A—A °F f`. PLAN CORNER CONNECTION A, 4� D BARS-2 ABOVE at ,c0 RI 2 BELOW OPENING X42 O� 12" 12" , 2- ��� 10 mm) IN / (300 mm) MIN 1.'�,E1 3" (75 mm) R` A F 1 ' ,X\ S. \K> \; , r ,,,,14"450 mm) / C BARS 9 F1 F y h 0 L PLAN SIDE CONNECTION ... STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PROMULGATED BY THE PUBl1C WORKS SUNDAROS, INC, MONOLITHIC CATCH BASIN CONNECTION A OREENBOOK COMMITTEE '308 2 1964 REV.1996.2009 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 STRUCTURAL DATA C D&E C D&E B t BARS BARS B t BARS BARS 12" (300 mm) 4" (115 mm) 42" (1050 mm) 7 1/2" (190 mm) 15" (375 mm) 4-1/4" (115 mm) 45" (1125 mm) 7 3/4" (190 mm) E 18" (450 mm) 4-1/2" (115 mm) E 48" (1200 mm) 8" (215 mm) E 21" (525 mm) 5" (140 mm) 51" (1275 mm) 8 1/2" (215 mm) 1° 24" (600 mm) 5 1/4" (140 mm) Z. 54" (1350 mm) 9" (240 mm) 27" (675 mm) 5 1/2" (140 mm) a 57" (1425 mm) 9 1/4" (240 mm) g 30" (750 mm) 6" (165 mm) 60" (1500 mm) 9 1/2" (240 mm) 33" (825 mm) 6 1/4" (165 mm) ® 63" (1575 mm) 10" (260 mm) 36" (900 mm) 6 1/2" (165 mm) 66" (1650 mm) 10 1/4" (260 mm) 39" (975 mm) 7" (190 mm) 69" (1725 mm) 10 3/4" (280 mm) 72" (1800 mm) 11" (280 mm) FOR B GREATER THAN 72" (1800 mm) SEE PLANS NOTES 1. REINFORCING STEEL SHALL BE 1-1/2" (40 mm) CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN. 2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT AT CENTER OF OPENING AND BENT INTO WALLS OF MONOLITHIC CATCH BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 2" (50 mm) CLEAR OF OPENING. 3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE ROUNDED EDGE OF OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETE WITH THE SAME CLASS OF CONCRETE AS THE CATCH BASIN AGAINST A CURVED FORM WITH A RADIUS OF 3" (75 mm). 4. CONNECTIONS SHALL BE CONSTRUCTED WHEN: (A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN (B) ANGLE A FOR PIPES THROUGH 30" (750 mm) IN DIAMETER IS LESS THAN 70' OR GREATER THAN 110'. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN MONOLITHIC CATCH BASIN CONNECTION 308-2 SHEET 2 OF 2 r-►A CASE A r----, CURB OPENING 2' (600 mm) I WD I-4—CATCH BASIN PLAN WHERE NO EXST GUTTER r-..... B -- CURB FACE -_ / l -_ POINT A POINT B POINT S POINT D/ J POINT E OP�E E S1RArcHr Ldc'V S aP`A c in R/DCE GRADE '.(4.yG,-p, 1 POINT F L- -rte A B POINT G N K �.• L N -' - I FLOW -- FWVV I 0---— -- -- POINT D PROFILE POINT A POINT B POINT C r- 1 CURB OPENING I WD I��CATCH BASIN PLAN CASE B I I C A/ ,r POINT A/ ,6, rPOINT B POINT C� 7,.., POINT D` POINT E -- ��P\�P��� P4Z e0 X90 2 S F POINT F 1._C POINT G N L � L N . - - .. FLOW I I FLOW -- POINT A OPEN POINT D POINT B POINT C PROFILE w U c- Q_ _ B E c + E W wee! W Nv 00 N .Ti 01 .4J SECTION A-A SECTION B-B SECTION C-C . , STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PROMULGATED BY THE PUBLIC WORKS STANDARDS'NO. LOCAL DEPRESSIONS AT CATCH BASINS GREEHBG19 COMM"•IEE 313 3 1984 REV.1998,2005,2009 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION _ SHEET 1 OF 4 C CASE C 1-17R -SIDE WO ri..D CURB-OPENING PLAN GRATING CATCH BASIN w/ .. CATCH BASIN\ /GRATING POINT A/ POINT B i POINT D/"" POINT E iilI POINT C GRADS STPAfG S5RpiGH vALCEY r GRADk AS-�-�Y .......2„.......<--------------- POINT F 1,-.,„,C POINT G N L L N D I I L GRATE 1OPENI POINT A POINT D PROFILE POINT B POINT C r-ir►D - raw. CASE D '__CURB OPENING PLAN I WD CATCH BASIN r I POINT Al POINT BPOINT C/ s& POINT NT E GRATING& DEBRIS ) MANHOLE IN STREET �l( Op m SKIMMER Y 44, POINT Fl STRAIGHT GRADE ( E POINT G N K 1 VALLEY °�!° L N D GRATE OR MANHOLE I I OPEN � POINT D PROFILE POINT Air--------71, I POINT B POINT C w U 4 m E fx + GRATING iv E } MANHOLE d-- J -1 a � , - • 'nunuuu •• - � P . SECTION D-D SECTION E-E STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN • LOCAL DEPRESSIONS AT CATCH BASINS 313-3 SHEET 2 OF 4 r 1 CURB OPENING CASE E W� D� CATCH BASIN I-►•C 1 I PLAN POINT --- POI NT C POINT E L�"`C STRAIGHT GRADE K I VALLEY K CASE F 1♦"`C CURB-SIDE WD CURB-OPENING PLAN STRAIGHT GRADE GRATING CATCH BASIN w/ STRAIGHT GRADE VALLEY CATCH BASIN mom' GRATING VALLEY p OINT B u u POINT Ca POINTS POINT P POINT R I c K K CASE C IC CURB OPENING PLAN STRAIGHT GRADE I- 1 CATCH BASIN VALLEY I WD I STRAIGHT GRADE VALLEY ==== POINT C POINT B LI =-_- MANHOLE POINT E IN STREET _-- _ POINT P POINT S Lilli■C GRATING K & DEBRIS K SKIMMER ___ ----� OPEN• POINT B (CASE F AND G)f POINT C (CASE E AND G) PROFILE POINT B (CASE E) POINT C (CASE F) CASFS F, F, G. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN LOCAL DEPRESSIONS AT CATCH BASINS 313-3 SHEET 3 OF 4 NOTES: 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 1/2" (15 mm) RADIUS. 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. AT POINTS B AND C, THE CURB FACE SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H. (SEE APPLICABLE CATCH BASIN STANDARD PLAN.) 3. IN EXISTING STREETS WHERE NO PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE PLANS, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. 4. IN NEW STREETS OR IN EXISTING STREETS WHERE PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE PLANS: THE ELEVATIONS OF POINTS F AND G SHALL BE SET H1 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D, RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H, H1, H2 AND H3 SHALL BE AS NOTED ON THE PLANS. G = 24" (600 mm) • K = 5-0" (1500 mm) L = 6'-0" (1800 mm) M = 4'-0" (1200 mm) N = 5-0" (1500 mm) W0 = CATCH BASIN W FOR SINGLE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MULTIPLE CATCH BASINS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN LOCAL DEPRESSIONS AT CATCH BASINS 313-3 SHEET4OF4 0_ MAIN UNE RCP OR REINFORCED MONOLITHIC ARCH, SEE NOTE 2 - rq I'SEE NOTE 10 H H 1 O. r D r 1 80 mm (3") MIN p 1 c�`�,/ i '@ LATERAL/L1 I I `-' // CONNECTOR PIPE I I f �N01 /\\\\ // �1pr• .;,� G BARS o• rn �_ _ I �rr j �* (#1 M6C 150 mm) OC U 1 E ROUND /AN W F- o o Z� EDGE '"`rr f‘4,0,� 3 OR 4 ® 18° z o j� #10M 0 450 mm)ITO z crW Yw (75 mm) �\ #C TIE BARS U N Q w N I I1�...., E AND F BARS O X N O 3"U m 116M ; 75 mm) OC, SEE NOTE 8 I 1111. E _ ___ _ __1 o STATION POINT TABLE OF r t CONNECTOR PIPE I 1 z.-,I 3" MIN SEE NOTE 3 VALUES FOR T C----)` I.j (80 mm) STATION POINT B T LATERAL SEE NOTE 3 12" (300 mm) 5" (130 mm) PLAN 15" (375 mm) 5" (130 mm) 18" (450 mm) 5" (130 mm) 21" (525 mm) 5" (130 mm) SPUR ;SPUR #3 OR 0 4 0 18" 24" (600 mm) 5 1/2" (140 mm) 450 mm) 27" (675 mm) 5 1/2" (140 mm) C TIE BAR 30" (750 mm) 6" (150 mm) REINFORCING STEEL G BARS #4 0 6" 33" (825 mm) 6 1/2" (170 mm) #13M ® 150 mm) �� 36" (900 mm) 6 1/2" (170 mm) 3" (80 mm) MIN �� --�` �� r� 39" (975 mm) 7" (180 mm) / 2 I a E LINE j 15" 130 mm co TIE BARS I /ROUND NV_ - .- 1' I EDGES i6M) EL R • E BARS #5 OC . 1� EL IS / O 3" (80 mm ,■�� G BARS ` � T T ".'., . F BARS #5 (#16M) v; \��.` C 3" (75 mm OC i UNDISTURBED „ j CONCRETE CRADLE,EARTH H H 450-C-2000 (265-C-14), SEE NOTE 9 SECTION Z-Z SECTION M-M STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION ",�is TME JUNG T10N STRUCTURE-PIPE TO PIPE STANDARD PLAN xreuc wane sTUloums ma 0934 INLET ID >_ 24" (600 mm) OR OD > 1/2 MAIN LINE ID 331 -3 TREK 1996.1999.2009 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 NOTES 1. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE MAIN LINE; OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER THAN 24" (600 mm). B SHALL NOT EXCEED 0.75 D OR 39" (975 mm). 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN, D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A REINFORCED MONOLITHIC ARCH. 3. STATIONS SHOWN ON THE PLANS FOR LATERALS APPLY AT THE INTERSECTION OF CENTERLINES OF MAIN LINE AND LATERAL. STATIONS SHOWN ON THE PLANS FOR CATCH BASIN CONNECTOR PIPES APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH THE CONNECTOR PIPE CENTERLINE. 4. VALUES FOR A, B, C AND D SHALL BE SHOWN ON THE PLANS. ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER NOTE 5. 5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PLANS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. b. ELEVATION R SHALL BE SHOWN ON THE PLANS ONLY IF A STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE. c. ELEVATION S SHALL BE SHOWN ON THE PLANS IF AN INLET PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN LINE. 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALLY IF ANGLE A IS GREATER THAN 45', B IS LESS THAN OR EQUAL TO 24" (600 mm) AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN 0.5 D: OTHERWISE, SPPWC 340 SHALL BE USED. 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. 8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF THE SPUR. 9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND 12" (300 mm) ABOVE THE TOP OF THE MAIN LINE AND TO THE LIMITS OF THE CRADLE. IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 40, (ASTM A 615M, GRADE 300), AND BE PLACED 1 1/2" (40 mm) CLEAR FROM CONCRETE SURFACES, UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 6" (150 mm). 11. FLOOR OF THE SPUR SHALL BE STEEL—TROWELED TO THE SPRING LINE OF THE SPUR. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN • JUNCTION STRUCTURE-PIPE TO PIPE 331-3 INLET ID�24" (600 mm) OR OD>1/2 MAIN LINE ID SHEET 2 OF 2 #4 0 12" (#13M 0 300 mm) 560-C-3250 (330-C-23) CONCRETE L L/2 (TYP) .1� i�r, ': .; •l i:':...;::. 1" (25 mm) (TYP) .--:-...".•;:le,-1 it / D L T a 12" (300 mm) 12" (300 mm) 4" (100 mm) // il NEW OR - /r c:31/4/ 18" (450 mm) 12" (300 mm) 5" (125 mm) EXST PIPE - / 24" (600 mm) 12" (300 mm) 6" (150 mm) FLOW p I NFry, 30" (750 mm) 18" (450 mm) 7" (175 mm) ii / o FkST p p� 36" (900 mm) 18" (450 mm) 9" (225 mm) // Pi W.. 42" (1050 mm) 18" (450 mm) 9" (225 mm) 48" (1200 mm) 18" (450 mm) 10" (250 mm; 1- ••rre%:.:.,'{`•, <A 57" (1425 mm) 18" (450 mm) 10" (250 mm: �� 60" (1500 mm) 21" (525 mm) 11" (275 mm) fr#4 12" 66" (1650 mm) 21" (525 mm) 11" (275 mm) (#13M ® 300 mm} 72" (1800 mm)24" (600 mm)12" (300 mm; E 3- 4 N OT((##13ME 9) CIRCULAR TIES, S 6" MIN. 1150 ml c F� F CUT NO. 2 CUT NO. 1 9�Sy.gc', LINE 1 t-3 o 90' CUT \\/ \ r LINE \ NO. 2 •4 •° •q. k50m4 MIN CUT NO. 2 3.14 (D 0-D) DETAIL "A" (SEE NOTE 10) INTERIOR SURFACE OF PIPE SONO-TUBE, OR EQUAL, INTERIOR FORM CUT NO. 1: SAW THE TUBE AT AN ANGLE OF A/2 WITH THE DETAIL "B" TRANSVERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS TOGETHER FORMING THE DEFLECTION ANGLE A. TYPICAL JOINT FOR CUT NO. 2: SAW THE TUBE LONGITUDINALLY REMOVING A STRIP REINFORCED CONCRETE PIPE 3.14 (DO-D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT, BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE. , STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED BY THE CONCRETE COLLAR FOr RC B STANDARD PLAN PUBLIC WORKS STANDARDS INC. GREENBOOB�COMMITTEE 12" (300 mm) THROUGH 72 (1800 mm) 380-4 REV.1990.1997.1999.2009 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION _ SHEET 1 OF 2 NOTES 1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 10%. 2. FOR CURVE JOINTS (SEE DETAIL B, SHEET 1) IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS GREATER THAN 1" (25 mm), BUT IS LESS THAN 3" (75 mm) A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SSPWC 306-1.2.4. IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS EQUAL TO OR GREATER THAN 3" (75 mm), BUT LESS THAN 6" (150 mm), A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE IS 6" (150 mm) OR GREATER, A TRANSITION STRUCTURE IS REQUIRED. 3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON THE MAIN LINE. 4. CONNECTOR PIPES A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR, L AND T SHALL BE THOSE OF THE LARGER PIPE. D=Dt OR D2, WHICHEVER IS GREATER. B. WHEN Di IS EQUAL TO OR LESS THAN D2, JOIN INVERTS AND WHEN DI IS GREATER THAN D2, JOIN SOFFITS. 5. FOR PIPE LARGER THAN 72" (1800 mm) SPECIAL COLLAR DETAILS ARE REQUIRED. 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 (A 615 M) GRADE 40 (300). 8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2X WALL THICKNESS) + T. 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAN 21" (525 mm) AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 3" (75 mm) OR LARGER. CIRCULAR TIES: PIPE DIAMETER NO. OF CIRCULAR TIES 21" (525 mm) OR LESS 3 24" (600 mm) TO 30" (750 mm) 3 33" (825 mm) TO 57" (1425 mm) 4 60" (1500 mm) TO 72" (1800 mm) 5 WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 3" (75 mm), THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 6" (150 mm) O.C. 10. WHERE THE PIPE IS 21" (525 mm) OR LESS IN DIAMETER AN INTERIOR FORM OF UNSEALED SONO-TUBE OR EQUAL SHALL BE USED TO PROVIDE A SMOOTH DETAIL OTH INTERIOR )) H 6 JOINT. THE PAPER FORM MAY BE LEFT IN PLACE mm) OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CONCRETE COLLAR FOR RC B 380-4 12" (300 mm) THROUGH 72" (1800 mm) SHEET 2 OF 2 STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS APPRENTICESHIP PROGRAM FOR PUBLIC WORKS CONSTRUCTION Apprenticeship Program Information guide Page 1 of 3 CA gov I Contact DIR i Press Room re Search ,I({ This Site Califomla . ir�,,�� ''' Home Labor Law Cal/OSHA-Safety&Health Workers'Comp Self Insurance Apprenticeship Director'sOffice Boards Division of Apprenticeship Standards(DAS) Division of Apprenticeship Apprenticeship programs information guide Standards(DAS) Back to search Quick Links Description of apprenticeship Become an apprentice Qualifications for apprenticeship How apprenticeship programs operate Find an apprenticeship program Steps an applicant should take Find a registered apprentice Train Description of apprenticeship apprenticeship employees through Apprenticeship is a system of learning while earning,and"learning by doing."It combines training on the job with program sponsors related and supplemental instruction at school,Today,it is utilized chiefly In the skilled crafts.Each program Use apprentices on public works operates under apprenticeship training standards agreed to by labor and/or management in accordance with State projects and Federal laws,under which a person works with a skilled worker and gains on the job skills and"know-hover'and In turn becomes an important part of the occupation and Industry.in those crafts in which management and labor I built iii organizations exist,each selects an equal number of members to serve on the joint apprenticeship committee.The Apprenticeship Council meetings Joint apprenticeship committee determines the standards for training of its occupation and supervises the training of DIR Laws and Regulations apprentices. Veterans 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 About DAS complete autonomy in developing and administering their own programs. About Us(Overview of DAS) Qualifications for apprenticeship Contact To be successful,the individual must have perseverance,ambition,and initiative.Like a college education,the Locations successful completion of an apprenticeship tern does not come easily,but Is the result of hard work on the part of the apprentice. DAS Home 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 dkty 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 Tile 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 our 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 8 years,depending upon the trade.Most programs are for 4 years. Apprentices start at a percentage of the skilled worker's 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 http://www.dir.ca.gov/databases/das/descOfAppr.html 3/6/2014 Apprenticeship Program Information guide Page 2 of 3 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,Instrtctlon 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 tiled with the Division of Apprenticeship Standards. Upon successful completion of trailing,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. 8. if the apprenticeship committee has a waiting list of applicants,determine whether or not you are sufficiently interested In the occupation to watt 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. http://www.dir.ca.gov/databases/das/descOfAppr.html 3/6/2014 CALIFORNIA MUTCD STANDARDS California MUTCD Page 3A-4 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Figure 3A-101(CA). Centerlines-2 Lane Highways FOR SPEEDS 65 kni'h (40 mph) OR LESS DETAIL 1 POLICY 14.64 m(48 fl) L14m 5.11m 2.14 m him 2.14 m Centerline pattern for use on two-lane streets �,.., P5)( (175) I(1h)I (1751 Uft)I and highways (normally used on local streets Q and highways). DETAIL 2 1414m(46ft) 259 2.14 5.1/m 2.14 2.59m Centerline pattern with pavement markers for �■ O/5a)to 11/ft) I l/.sft)o use on two-lane streets and highways. DETAIL 3 (Deleted) ■ DETAIL 4 14.14m(41f) 2.44m 2.44m 4Am 2.44mI2.44m Alternate to Detail Z. For use at problem �,,. (651 I (art) (taro 1 1151 ! 514 locations where It is difficult to place and ❑ 0 0 0 0 O O ❑ maintain centerline because of moisture, sand, •I I.122m(411 4 I•1.2211114111 FOR SPEEDS 70 kiu h (15 mph) OR MORE DETAIL 5 1414 m(411 1q Centerline pattern for use on two-lane streets f 13.66 m(12 5I teA m(3$ft) 1.66 m (1214 and highways (normally used on local streets and highways). DETAIL 6 14.64 m(411i) I i S.4/m 3A/m 5.49 m Centerline pattern with pavement markers for �- I (lift) I 12 II) ( (111) use on two-lane streets and highways. ❑ b a DETAIL 7 14.64 m(4/5) Alternate to Detail 6. For use at problem Slim 1 3Mm SA/m I locations where it Is difficult to place and f• I (11tq 12 I (u5) maintain centerline because of moisture,sand, 0 a o o a etc. .I F 122m(411) LEGEND 1 1 100 mm(4 In)Yellow 01 wo.Way Yellow Retroref(ect(ve Markers Direction of Travel 0 Non-RetroreflSctive Yellow Markers 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 - Two Direction DETAIL 21 POLICY Two-direction no-passing pattern for use on 11. Two-direction streets and highways(normally used on )r local streets and highways). See Note 2. �► ' TS mm(3 In) DETAIL 22 I 7.32m(2411) I 7.32 m(24 ft) I ❑ ❑ ❑—SO mm(2 in) Wm-direction no-passing pattern with pavement ,=50 mm markers for use on two-lane streets and mm(2 in) highways. See Notes 1 and 2. DETAIL 23 I7.32 m(2419 I 7.32 m(24 ft) I ❑000 0 0❑0 0 0 00❑ 75 mm(3 In) Alternate to Detail 22. For use with either Detail 0000 0 1 0 - I ❑0 0 00❑— 4 or Detail 7. 0=10. 1.22 m(4 fl)--1 L- -122 m(4 It) NOTES: 1. Pavement markers shown off the solid line In Detail 22 may be placed on the line. 2. A 75 mm(3 In) black line shall be placed between the 100 mm(4 In)yellow lines on State highways and may be placed on streets and highways under local Jurisdiction. LEGEND 1100 mm(4 In)Yellow ❑ IWo-Way Yellow Retroreflective Markers —10. Direction of Travel O Non-Retroreflective Yellow Markers NOT TO SCALE Chapter 3A—General January 21,2010 Part 3-Markings California MUTCD Page 3A-9 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Figure 3A-108(CA). Right Edge Line and Right Edge Line Extension Through Intersections DETAIL 27B POLICY Right Edge Line Right Edge Line pattern for use on all State highways may be used on local streets and highways. It Is generally dropped at the 1 )=5omm_„ beginning of the intersection flares on conventional highways. See also Detail 27C. On freeways,it may be flared in advance of the exit ramp as shown in Figure 3B-8(CA). Edo of Traveled Way DETAIL 27C Right Edge Line Extension Through Intersections IQ81mi I6�ml 1 Ohl ml Right Edge Line Extension Through PM 3.86 m(12 R) P 3.68 m(12 ft) 131q Intersections pattern for use to extend the right 0 edgeline through an intersection where climatic conditions, such as areas of heavy fog, may require additional guidance. LEGEND 100 mm(4 in) White —► Direction of Travel NOT TO SCALE (This space left intentionally blank) Chapter 3A—General January 21,2010 Part 3-Markings California MUTCD Page 3A-16 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Figure 3A-112(CA). Channelizing Line and Lane L1nelCenterllne Extensions DETAIL 38-Channelking Line POLICY 280 mm(8 in)White Line Typical channelizing line for use on Left-Turn or Right-Turn lanes on State highways. Pavement ISemm(2ln) Markers when used should be place on the 0 0 0 °°' through traffic side only. I 7.32 m(241t) I 7.32 m(241) Through Traffic .-► DETAIL 38A-Channellzing Une Typical channelizing line for use on Left-Turn or 200 mm(8 in)White Line I Right-Turn lanes on local streets and highways and freeway off-ramp terminals. DETAIL 38B-Channelizing Line at Exit Ramps CI El ElJ"somm(2in) Typical channelizing line for use on Exit Ramps. Pavement Markers as shown may also be placed 200 mm(8 in)White Line I on the line. I.= mm(2 in) 1 El II I 7.32 m(24ft) I 7.32 m(24 R) I DETAIL 38C-Alternate to DetaI 38 and 38B E18888818888801 i a 14 FI 7.32 m 12410 DETAIL 39-Bike Lane Line I 150 mm(8 in)White Line I DETAIL 39A-Bike Lane Intersection Line 1 t 30 m(10011)a 60 m(2001t) 4-1014111-Intersection • # 1 I I I 1 C� "� I 2( 010 11(4 It) I M`` _.1 s0 mm(8 n)White Line DETAIL 40-Lane Line Extension Through Intersections (1 IC 11 The Lane Line Extension Through Intersections Ia30 113m line Is used to extend the lane line through an 11 ft) I (s f0 100 mm(4 in)White Line intersection that might otherwise be confusing to the motorist. DETAIL 40A-Alternate to Detail 40 O O 0O O O O hTmk) I Non-Retroreflective White Markers DETAIL 41- Centerline Extension Through Intersections The Contortive Extension Through Intersections a30Nn�� t.03m line Is used to extend the centerline through an (1 a') (aR► I 00 mm(4 In)Yellow Line Inaheicti motorist. that might otherwise be confusing the DETAIL 41A-Alternate to Detail 41 O O 0 0 0 0 1(4 m! NOT TO SCALE (4 e) Non-Retroreflective Yellow Markers LEGEND ( I White Line O Non-Retroreflective White Markers ••• Direction of Travel 1 1 Yellow Line O Non-Retrorsflective Yellow Markers 0 One-Way Clear Retroreflective Markers Chapter 3A-General January 21,2010 Part 3-Markings California MUTCD Page 3B-1 (FHWA's MUTCD 2003 including Revisions!and 2,as amended for use in California) CHAPTER 3B.PAVEMENT AND CURB MARKINGS Section 3B.01 Yellow Centerline Pavement Markings and Warrants Standard: 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). Standard: If the gap between successive no-passing zones is less than the sight distance for the prevailing speed shown in Table 3B-1,the no-passing zone shall be continuous. Where centerline markings are used,no-passing zone markings shall be used on approaches to highway-rail grade crossings in conformance with Section 8B.20. Option: In addition to pavement markings,no-passing zone signs(see Sections 2B.29,2B.30,and 2C.35)may be used to emphasize the existence and extent of a no-passing zone. Support: Section 11-307 of the"Uniform Vehicle Code(UVC)Revised"contains further information regarding no-passing zones.The"UVC"can be obtained from the National Committee on Uniform Traffic Laws and Ordinances at the address shown on Page i. Standard: On two-way,two-or three-lane roadways where centerline markings are installed,no-passing zones shall be established at vertical and horizontal curves and other locations where an engineering study indicates that passing must be prohibited because of inadequate sight distances or other special conditions. On three-lane roadways where the direction of travel in the center lane transitions from one direction to the other,a no-passing buffer zone shall be provided in the center lane as shown in Figure 3B-4.A lane transition shall be provided at each end of the buffer zone. The buffer zone shall be a median island that is at least 15 m(50 ft)in length. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-3 (FHWA's MUTCD 2003 including Revision) 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 311-7. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-4 (FHWA's MUTCD 2003 including Revision)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 shook)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 38-7(CA)may be used. Two-way opposing pavement arrows may be used as shown in Figure 38-7(CA).The arrows may be supplemented by Two-Way Left Turn Lane(R67(CA))sign at new installations and problem locations. Guidance: A gap in the markings should be made at all intersections. Support: For left turn channelization,see Figure 3B-101(CA)and Department of Transportation's Highway Design Manual, Section 405.2.See Section 1A.11 for information regarding this publication. Channelized left-turn lanes in combination with continuous raised-curb medians are used instead of two-way left- turn lanes(TWLTL)if one or more of the following conditions exist: • Average daily traffic volumes exceed 20,000 vehicles per day • For remediation where there is a demonstrated crash problem, • Wherever a need is demonstrated through engineering study. Section 3B.04 White Lane Line Pavement Markings and Warrants Standard: When used,lane line pavement markings delineating the separation of traffic lanes that have the same direction of travel shall be white. Support: Examples of lane line markings are shown in Figures 3B-2,3B-3,3B-7 through 3B-13,3B-22,3B 24 3B- I 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! and 2,as amended for use in California) Guidance: Lane line markings should be used on all roadways with two or more adjacent traffic lanes that have the same direction of travel.Lane line markings should also be used at congested locations where the roadway will accommodate more traffic lanes with lane line markings than without the markings. Standard: Lane line patterns shall be selected from those shown in Figure 3A-102(CA).Detail 9 or 10(65 kmlh(40 mph) or less)or Detail 12 or 13(70 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 8 3B-8(CA)define the neutral area,direct exiting traffic at the proper angle for smooth divergence from the main lanes into the ramp,and reduce the probability of colliding with objects adjacent to the roadway. Channelizing lines at entrance ramps as shown in Figure 3B-9 3B-9(CA)promote reasonably safe and efficient merging with the through traffic. Standard: For exit ramps,channelizing lines shall be placed along the sides of the neutral area adjacent to the through traffic lane and the ramp lane.With a parallel deceleration lane,a 200 mm(8 in)wide dotted white lane drop line shall be extended from the beginning of the channelizing line upstream of the entire length of the full-width deceleration lane as shown in Figure 3B-8 3B- 8(CA). Option: White chevron markings may be placed in the neutral area for special emphasis as shown in Figure 334 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 ene-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-4 3B-9(CA). Standard: Lane drop markings as shown in Figure 3B-10 3B-10(CA)may shall be used in advance of lane drops at exit ramps to distinguish a lane drop from a normal exit ramp or from an auxiliary lane. Option: The lane drop marking may consist of a wide,white dotted line with line segments 0.9 m(3 ft)in length separated by 2.7 m(9 ft)gaps. Guidance: Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-6 (FHWA's MUTCD 2003 including Revisions1 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 I 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 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 l 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- 12-3B-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 Revisions) 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: the-spa ' r-dune-shall-equal the-length-ofone-line-segment•-plus-one-gap. he Clue of. -:efeFeneed-for-solid-liues-shall-equal-the-N 'e►es{see efts 3B13 and3B14l 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 Revision)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. • . _ , • he.le of ne..lhne-segme ,lus-ene 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 may be-educed to14� 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 Revisions 1 and 2,as amended for use in California) segine. •-• • � - • • • ._ , • .. _ � • . •=e-adequate-•delineEttoa-under wet- fight conditions. 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 Iine 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 Sectio• .t . .. ' -. - • • . _ Ging.ef_ne' er tha.,_N 2 shout ht edge I:.- ar•ki gs, 2. Wi en-Rim:lem s _ . • • . • _', .- - •: _ • d-bo d:-Floweve:A���� _ : • _ _ . ., .._ _ - : -. _ hag--N should he-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.•�lrHel�sti:. - ... _ _- _ . - - . . • . , - e€•ae•-greater-hits Abe used: 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. 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.If44 is • Chapter 3B—Pavement and Curb Markings • January 21,2010 Part 3-Markings R n e California MUTCD Page 3B-12 (FHWA's MUTCD 2003 including Revisions 1 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. ent-mar-kers-substitute-#or-solid-lane-lhte-n , no-greater-than-#/27 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. When-raised-pavem ettefl-lines,theyshall-be-s rased-at-n 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 Revisions1 and 2,as amended for use in California) The individual triangles comprising the yield line should have a base of 3004o-600 mm(42-te 24 in) wide and a height equal to 1.5 times the base.The space between the triangles should be 75 to 300 mm(3-te 12 in). Option: Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with a YIELD(R1-2)sign or a Yield Here to Pedestrians(R1-5 or R1-5a)sign. Guidance: If used,stop and yield lines should be placed a minimum of 1.2 m(4 ft)in advance of the nearest crosswalk line at controlled intersections,except for yield lines at roundabout intersections as provided for in Section 3B.24 and at midblock crosswalks.In the absence of a marked crosswalk,the stop line or yield line should be placed at the desired stopping or yielding point,but should be placed no more than 9 m(30 ft)nor less than 1.2 m(4 ft)from the nearest edge of the intersecting traveled way. Stop lines should be placed to allow sufficient sight distance to all other approaches to an intersection. If used at an unsignalized midblock crosswalk,yield lines should be placed adjacent to the Yield Here to Pedestrians sign located 6.1 to 15 m(20 to 50 ft)in advance of the nearest crosswalk line,and parking should be prohibited in the area between the yield line and the crosswalk(see Figure 3B-15). Stop lines at midblock signalized locations should be placed at least 12 m(40 ft)in advance of the nearest signal indication(see Section 4D.15). Support: Drivers who yield too close to crosswalks on multi-lane approaches place pedestrians at risk by blocking other drivers'views of pedestrians. Support: As defined in CVC 377,a"limit line"is a solid white line not less than 300 mm(12 in)nor more than 600 mm(24 in) wide,extending across a roadway or any portion thereof to indicate the point at which traffic is required to stop in compliance with legal requirements. Standard: For all purposes,limit line(s)as defined per CVC 377shall 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 Revisions! 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 1-50-min-(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 Revisions 1 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 1g 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 Revisions 1 and 2,as amended for use in California) Policy on Parkina Restrictions Option: Local authorities may,by ordinance,provide for the establishment of parking meter zones and cause streets and highways to be marked with white lines designating parking spaces.Refer to CVC Section 22508. Standard: Where the proposed zones are on State highways,the ordinances shall be approved by the Department of Transportation. Local authorities shall furnish a sketch or map showing the definite location of all parking meter stalls on State highways before departmental approval is given. Support: - The District Directors have been delegated the authority to approve such ordinances. The desirable dimensions of parking meter stalls are 2.4 m(8 ft)by 7.3 m(24 ft)with a minimum length of 6.1 m(20 ft). Guidance: At all intersections,one stall length on each side measured from the crosswalk or end of curb return should have parking prohibited.A clearance of 1.8 m(6 ft)measured from the curb return should be provided at alleys and driveways. At signalized intersections parking should be prohibited for a minimum of two stall lengths on the near side and one stall length on the far side.See Figure 3B-18(CA). Standard: The departmental approval for the installation of the parking meters shall be covered by an encroachment permit. Option: Local authorities may by ordinance permit angle parking.Refer to CVC 22503. Support: Department of Transportation does not approve ordinances establishing angle parking on State highways. Diagonal parking stalls are not permitted on State highways. Section 3B.19 Pavement Word and Symbol Markings Support: Word and symbol markings on the pavement are used for the purpose of guiding,warning,or regulating traffic.Symbol messages are preferable to word messages.Examples of standard word and arrow pavement markings are shown in Figures 3B--20 3B-20(CA)and B-24-3B-21(CA). Normally,pavement word and symbol markings supplement standard signing. Standard: Word and symbol markings shall be white,except as otherwise noted in this Section. Guidance: Letters and numerals should be 'wt)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. w� • • - _ _ . • . • .. . . -- .. _.5. • Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-17 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Guktanee - -- __ ee - . . rs sheu-1El 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 3B-19 3B-19(CA). If used,new construction of accessible off-street parking spaces,and,loading and unloading areas shall include pavement marking details shown on Figure 3B-19(CA),or as shown on the Department's Revised Standard Plan A90A.The loading and unloading area shall be marked by a border and hatched lines.The border shall be painted blue and the hatched lines shall be painted a suitable contrasting color to the parking space (blue or white paint is preferred). If used,new construction of accessible on-street parking shall include a blue painted curb,as shown on the Department's Revised Standard Plan A90B.If on-street parking designated and designed for persons with disabilities includes a loading and unloading area,it shall be marked by a border and hatched lines.The border shall be painted blue and the hatched lines shall be painted a suitable contrasting color to the parking space (blue or white paint is preferred). Loading and unloading areas shall include the words"NO PARKING"within the blue border and shall be painted in white letters no less than 0.3 m(12 in)high(See detail in Figure 38-19(CA)).Refer to California Code of Regulations Title 24,Section 11298.4. 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 36-21(CA))may be used to convey either guidance or mandatory messages.The ONLY word marking(see Figure 31340 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 38-21(CA)may be used. Guidance: Where crossroad channelization or ramp geometries 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 38—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-18 (FHWA's MUTCD 2003 including Revisions 1 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) 4 to indicate the correct direction of traffic flow and to discourage drivers from traveling in the wrong direction. A yield-ahead triangle symbol or YIELD AHEAD word pavement marking may be used on approaches to intersections where the approaching traffic will encounter a YIELD sign at the intersection(see Figure 3B- 25). Support: Lane-use arrow markings are often used to provide guidance in turn bays(see Figure 3B-22),where turns may or may not be mandatory,and in two-way left-turn lanes(see Figure 3B-7). Arrows: Standard: Where a turning movement is mandatory,an arrow marking accompanied by a regulatory sign shall be used.However,when an additional clearly marked lane is provided for the approach to the turning movement, the sign is not required.Refer to CVC 22101. Support: Examples of entrance/exit ramp terminal signs and pavement markings are shown in Figure 3B-23(CA). Guidance: The Type V arrows and warning signs,as shown in Figure 3B-104(CA),should be used at locations where motorists could perceive that they are on a one-way roadway when,in fact,they are on a two lane,two-way highway. Following are some typical situations: • Construction sites where a two-lane highway is being converted to a freeway or an expressway. • Two-lane,two-way highways where ultimate freeway or expressway right-of-way has been purchased and grading for the full width has been completed. • Two-lane,two-way highways following long sections of multi-lane freeway or expressway. Exit Ramp Arrows: Standard: A minimum of two pavement arrows shall be placed on each freeway exit ramp lane. A Type V arrow shall be the first arrow,on the ramp,in the direction of travel when exiting the freeway. Where a mandatory movement is required,a Type I,II,Ill,IV,VII,or VIII arrow shall be placed with its point approximately 6.10 m(20 ft)preceding the limit line,crosswalk or"STOP"pavement legend.Where no mandatory movement is required,a Type V arrow shall be used at this location. All other additional arrows,when used,shall be a minimum of 7.32 m(24 ft)in length. All arrows shall be placed in the center of the lane and spaced approximately 30 m(100 ft)to 90 m(300 ft) apart. Guidance: The actual position and spacing should be determined in the field to provide the optimum visibility for traffic that may attempt to enter the exit ramp in the wrong direction. Support: See Figures 3B-21(CA)and 3B-23(CA). Entrance Ramp Arrows: Standard: A minimum of one Type I arrow,not less than 5.49 m(18 ft)in length,shall be positioned in the center of each freeway entrance ramp lane so that it is clearly in view of a right-way driver. Guidance: The distance between arrows,when more than one per lane is needed,should be 30 m(100 ft)to 90 m(300 ft).The Type V arrow should not be used on entrance ramps. Support: See Figures 3B-21(CA)and 3B-23(CA). Additional information on signing of ramp terminals is shown in Section 2E.50. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-19 (FHWA's MUTCD-2003 including Revisions)and 2,as amended for use in California) Turn Lane Arrows: Standard: One directional arrow,a minimum of 2.44 m(8 ft)in length,shall be placed in the center of each turning lane near the point of entrance. Option: High approach speeds may justify the use of a longer arrow.Two or more arrows may be placed in long turning lanes. Support: See Figures 3B-7(CA)and 3B-101(CA). Support: Refer to Section 2E.50 for Wrong-Way Traffic Control at Interchange Ramps. Option: Word and symbol markings may include,but are not limited to,the following.Other words or symbols may also be used under certain conditions. A.Regulatory: 1. STOP 2. RIGHT(LEFT)TURN ONLY 3. 40 km/h(25 MPH) 4. Arrow Symbols B.Warning: 1. STOP AHEAD 2. YIELD AHEAD 3. YIELD AHEAD Triangle Symbol 4. SCHOOL XING 5. SIGNAL AHEAD 6. PED XING 7. SCHOOL 8. RXR 9. BUMP 10. HUMP C.Guide: 1. US 40 2. STATE 135 3. ROUTE 40 Standard: Except at the ends of aisles in parking lots,the word STOP shall not be used on the pavement unless accompanied by a stop line(see Section 3B.16)and STOP sign(see Section 2B.04).At the ends of aisles in parking lots,the word STOP shall not be used on the pavement unless accompanied by a stop line. The word STOP shall not be placed on the pavement in advance of a stop line,unless every vehicle is required to stop at all times. The yield-ahead triangle symbol or YIELD AHEAD word pavement marking shall not be used unless a YIELD sign(see Section 2B.08)is in place at the intersection.The yield-ahead symbol marking shall be as shown in Figure 3B-25. Guidance: A STOP pavement marking should be placed on all but minor approaches to State highways not controlled by signals. Option: Pavement markings with appropriate figures may be used to supplement speed limit signs.See Section 2B.13. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-20 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Section 3B.20 Speed Measurement Markings Support: A speed measurement marking is a transverse marking placed on the roadway to assist the enforcement 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 mm(24 in)on either side of edge line markings at 400 m(0.25 mi)intervals over a 1.6 km(1 mi)length of roadway. When 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 Figu 40 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,the California Highway Patrol and Department of Transportation have agreed upon markings and signs as shown in Figure 3B-105(CA). Option: 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 mi)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). • Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-21 (FHWA's MUTCD 2003 including Revisions! 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:- - ' - . . .ed on--th f 'iarts-and-caths-ef obstruction- - {.►,a a.:a . _ .. . :e-e Islam Support: Refer to Chapter 3C(Object Markers)for marking noses of raised medians and curbs of islands. . - r-ibe-special-eelors--€er-eumarking - . _ is for parking-regulation,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 2B.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 313.22 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 Iane use marking for a taxi only lane shall consist of the word marking TAXI ONLY. E.Light rail transit Iane—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 )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 Revisions1 and 2,as amended for use in California) OPtieni Support: For State highways,see Department of Transportation's High Occupancy Vehicle(HOV)Guidelines and Ramp Meter Design Manual.See Section IA.11 for information regarding these publications. High Occupancy Vehicle(HOV)lanes are lanes where usage is restricted to a class 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 Loneitudinal 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 3B4 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 ingress/egress 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 Revisions1 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): 1. . . • : . . . 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 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: If used,the The chevron spacing should be 30-in-(-1-00-11)60 m(200 ft)or greater. For full-t+ale-or-part-di - , - - - _ • - ,, .ep gle • • . • ._ e single broken-wid -w —lin • 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—Payement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-25 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Section 3B.25 Markings for Other Circular Intersections Support: Other circular intersections include but are not limited to rotaries,traffic circles,and residential traffic calming designs. Option: The markings shown in Figures 3B-27 and 3B-28 maybe used at other circular intersections when engineering judgment indicates that their presence will benefit drivers or pedestrians. Section 3B.26 Speed Hump Markings Standard: If used,speed hump markings shall be a series of white markings placed on a speed hump to identify its location. Option: Speed humps,except those used for crosswalks,may be marked in accordance with Figure 3B-29.The markings shown in Figure 3B-30 may be used where the speed hump also functions as a crosswalk or speed table. Support: Per CVC 440,speed humps or bumps are not official traffic control devices. Section 3B.27 Advance Speed Hump Markings Standard: If used,advance speed hump markings shall be a special white marking placed in advance of speed humps or other engineered vertical roadway deflections such as dips. Option: Advance speed hump markings may be used in advance of an engineered vertical roadway deflection where added visibility is desired or where such deflection is not expected(see Figure 3B-31). Advance pavement wording such as BUMP or HUMP(see Section 3B.19)may be used on the approach to a speed hump either alone or in conjunction with advance speed hump markings.Appropriate advance warning signs may be used in conformance with Section 2C.24. Guidance: If used,advance speed hump markings should be installed in each approach lane. Section 3B.101(CA)Diagonal and Chevron Markings Guidance: Diagonal and chevron markings should be used,when in the opinion of an engineer,it is necessary to add emphasis or to discourage vehicular travel upon a paint formed roadway feature such as an unusually wide shoulder area,a pedestrian refuge island,or a traffic divisional or channelization island. Diagonal lines,when used,should be installed between an edge line and traffic island,or between pairs of double yellow lines. Chevron markings,when used,should be installed between channelizing lines for traffic flows in the same direction. Support: The applicable channelizing lines for chevron markings are shown in Figure 3A-110(CA),Details 36,36A and 36B and pairs of lines shown in Figure 3A-112(CA),Details 38 and 38A. The diagonal lines or chevron markings are normally 300 mm(12 in)wide. Standard: Diagonal lines and chevrons shall be the same color as the line or lines to which they connect and shall point at a 45-degree forward angle. Diagonal lines or chevrons,if used,shall be the same color as the edge line. Option: The spacing between these lines may vary from 0.3 m(1 ft)in a pedestrian crosswalk to 60 m(200 ft)for vehicular traffic. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD - Page 3B-26 (FHWA's MUTCD 2003 including Revisions 1 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 ml)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&motorcyclists. 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)+1-1.5 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)+1.1.5 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 Revisions) 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 3B-101(CA)maybe 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. (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. 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PERC/ YT/ s- O FO.L0411.31rACK oN T.C.@ TA#4x8.e.i< AWRC/TYT/ES ' DATRD 9-//`'87. �cl` 0 SD zit STREZP AD.A At A/4 on/ T.C. 7F E'Lyof THE B.c.Q. /K/711- 14'Q9 RETURN PERc/TY 7"/Es DATED 9-//-87. /*1 �! a`�� • F0.1.6 AO f TACKoNT.C., 39.0 FT. S.0 F THE E.c.R 0� FD, Z.EA De TAcK oN T,C. DER C/TY T/EsDATED9-/1 7. Q s S.oG7, E. CF ?NE ,E.c.R. DGR- C/TY T/ESDATCD 9-//-87, LS. 5274 �? A� � • SURVEYOR'S CERTIFICATE COUNTY SURVEYOR'S CERTIFICATE THIS CORNER RECORD WAS PREPARED BY ME OR THIS CORNER RECORD WAS RECEIVED MAY 2 21995 UNDER MY DIRECTION IN CONFORMANCE WITH THE 19 LAND SURVEYORS ACT ON MAY 18 . AND. A MINED N• F 19 22._ •t�/RV Y /� RTX C-,.I t TNT 11 A 1111 err earwM w► �r �'., . SIGNED c•-, C2.r c40 TITLE b +t 'M X ,; L.S.OR R.C.E. N .SZ 74� 4", •,�4 C 'yo G'�a G Ra COUNTY SURVEYOR'S STATEMENT 41. 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PCk C/TV TIES .D476-D 9-218j :11 WALK ®CT.Qo/F�v6 RY �•SFT.E. co A" L/NE,P�,Q . ,O LAND SJ c/Ty T/ES DATED 9-2-$7. .� o =f L.S. 5274 * tr3 Eit P/RE5 Q /2-37-195 is), pl C A��4V SURVEYOR'S CERTIFICATE COUNTY SURVEYOR'S CERTIFICATE THIS CORNER RECORD WAS PREPARED BY ME OR THIS CORNER RECORD WAS RECEIVED MAY 2 2 1995 UNDER MY DIRECTION IN CONFORMANCE WITH THE 19 , 63/26 LAND SUi�ji(� ;S ' U b AN ' INED N� F r 1si . SIGNED ,i��, .. �.�= TITLE II ilitiliiiler IL'L rAg1 E ` T.1. C. Ap b%L.S. S N/ S2 7 4> v.+` ` . 4 C 0 COUNTY SURVEYOR'S STATEMENT a t Cr?” 0 .K oZ - Z Z. SHEET 2 OF 2 N.TT ,2. n.- _-.%F0 ELETRIc AVE N Lk E,- / 5 4-11- 7/7- 1 . -1- 1E --: --,`E' ET" 1 -2. cr--, - ss WI . BY 3-, DA,V15 DI 21 W! 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E '/S/ �.srn 0.4 NAME: HZ-16 S EG�r AID 0' Gc,RT-i 2ET�c /�f1 YA 8S ,EL- _1769. 96 VICINITY: VFROFl0NT T-arl P-n Ci77 0 r- 3ERit�/?D,Vo h' Z -1<o 2000 . _. BY: C4)/K/ L o S/-1 DATE: Z-/-OY3 REVISED: • - - O TO DESCRIPTION: 34/ // 9 9 117 2( 07 Ala HI A64A/DHC1.O GPS :OUNTY: CITY: MAP: PAGE: --2/ 5 Eris i9. /73 A E. 7h'E/11 /u `LY a •Cn `Y1c- Ta E.G sle1 e'y / ff've 7A.' e-", '/ a. 3 livic. Ta 71 .9V� DDRIONAL MONUMENTATION(BACKSITE)VISIBILITY: • PECIAL NOTES OR PRECAUTIONS! • :CESSIBILRY: 2-WHEEL DRIVE 1 4-WHEEL DRIVE/ [� HIKE POISTDETAIL DDITIONAL TRAVEL TIME? 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Ne ra IR C ie 5314 Ifs: TRAc-7, 4-- - --- / -2,..., 2 itIc:ILA, , 7-,.• - • \ / - ' -')- - - 10 ci rl , //..z.. 0 . e . i\J//Al 0 S —II: , DT. . / b W y 1 0 -. ■ J 1/4r% ---- k.-TA ,,...„,...,...„...„........./- ca3 /4rPC k ---- - . ._ -......4 __ / N Th.i • . j :-.: --,, • (z.e.r :73 \1 - //7 eyir --i*--', ----- C 7 t.3.•'1115."CsA .... z:.1 -S p ‘1 -- -- CONTRACT AGREEMENT AGREEMENT CITY OF SAN BERNARDINO THIS AGREEMENT is made and concluded this /0 day of t/ , 20/�;between the City of San Bernardino(owner and hereinafter"CITY"),and g g C) , /3Mf (hereinafter "CONTRACTOR"). 1. For and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the CITY, and under the conditions expressed in the bond as deposited with the CITY, receipt of which is hereby acknowledged,the CONTRACTOR agrees with the CITY,at the CONTRACTOR's own proper cost and expense in the Special Provisions to be furnished by the CITY, to furnish all materials, tools and equipment and perform all the work necessary to complete in good workmanlike and substantial manner the PAVEMENT REHABILITATION OF FOUR CITY STREETS MOUNTAIN VIEW AVENUE,FROM 46TH STREET TO 50TH STREET PLAN NO. 12795 ( SS 04-150); 46TH STREET,FROM MOUNTAIN VIEW AVENUE TO SIERRA WAY PLAN NO. 12821 (SS 12-001); 48TH STREET,FROM ELECTRIC AVENUE TO MOUNTAIN VIEW AVENUE PLAN NO. 12822(SS 12-002); and BELMONT AVENUE,FROM OLIVE AVENUE TO WALNUT STREET PLAN NO. 12823(SS 12-012) in strict conformity with Plans and Special Provisions Nos. 12795, 12821, 12822 & 12823,and also in accordance with Standard Specifications for Public Works/Construction, 2012 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 OF FOUR CITY STREETS: MOUNTAIN VIEW AVENUE, FROM 46TH STREET TO 50TH STREET, PLAN NO. 12795 ( SS 04-150); 46TH STREET,FROM MOUNTAIN VIEW AVENUE TO SIERRA WAY, PLAN NO. 12821 ( SS 12-001 ); 48TH STREET, FROM ELECTRIC AVENUE TO MOUNTAIN VIEW AVENUE, PLAN NO. 12822 ( SS 12-002 ); and BELMONT AVENUE, FROM OLIVE AVENUE TO WALNUT STREET,PLAN NO. 12823 (SS 12-012) 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: fill !j,,y'ie an 45phia.I' BY: /` r • en J. Parker, City Manager City of San Bernardino BY: /, `• TITLE: . , .�, _ ,il P i i 7 ATTEST: MAILING ADDRESS: Po Box 012,29 tOda ,'J;'-orgeann Ha fa &r6ylct C4 ga7g City Clerk 1 PHONE NO.:(951 ) 73(0-7(000 APPROVED AS TO FORM: ATTEST: ► A L___ a P. Saenz,City Attorney Farlaasi ecretary NOTE: Secretary of the Owner should attest. If Contractor is a corporation, Secretary should attest. CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California County of Riverside On July 10, 2014 before me, Rebecca Angela Parra,Notary Public Date Here Insert name and Title of the Officer personally appeared Robert Bradley and Michael Farkas who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in REBECCA ANGELA PARRA iffier/their authorized capacity(ies), and that by tais/#edtheir Commission # 2024944 signature(s) on the instrument the person(s), or the entity upon behalf ':' c'x "' Notary Public - California z i1, z of which the person(s)acted,executed the instrument. ��� � ' z r:= • Riverside County My Comm.Expires May 17,2017[ I certify under PENALTY OF PERJURY under the laws of the State of _ _ —__ _ _—___ _ _ —[ California that the forgoing paragraph is true and correct. WITNESS my hand 7d official seal. Signature /2-4421_,C 4y�y�� of ) /C_. Place Notary Seal Above Signature Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document Contract Agreement Document Date: _None Number of Pages: Two (2) Signer(s) Other Than Named Above: City of San Bernardino Capacity(ies)Claimed by Signer(s) Signer's Name: Robert Bradley Signer's Name: Michael Farkas ❑ Individual ❑ Individual ❑Corporate Officer—Title(s): Vice President ❑Corporate Officer—Title(s): Secretary o Partner❑ ❑ Limited❑General ❑ Partner❑ ❑ Limited ❑General RIGHT THUMBPRINT RIGHT THUMBPRINT o Attorney in Fact OF SIGNER ❑Attorney in Fact OF SIGNER ❑Trustee Top of thumb here Top of thumb here ❑Trustee ❑Other: ❑Other: Signer is Representing: Signer is Representing: All American As shalt All American As•halt 7,1‘,7641010 FAITHFUL PERFORMANCE BOND Wenmd m s for contract ract term and is subject PUBLIC WORK To adjustment based on final contract price. (The premium charged 2,151.00 Executed in:3 Counterparts The remium char ed on this bond is$ ,being at the rate of $ 3.95 per thousand of the contract price) KNOW ALL MEN BY THESE PRESENTS: THAT,WHEREAS the City of San Bernardino State of California,entered into a contract dated 2014 ,with All American Asphalt hereinafter designated as the"Principal," for the work described as follows: Pavement Rehabilitation on Four City Streets Mountain View Ave,from 46th Street. to 50th Street.Plan No. 12795(SS 04-150)46th Street,from Mountain View Ave.To Sierra Way Plan No. 12821 (SS 12-001)48th Street,from Electric Ave to Mountain View Ave Plan No. 12822(SS 12-002)and Belmont Ave,from Olive Ave to Walnut Street Plan No. 12823(SS 12-012) ;and WHEREAS, the said Principal is required under the terms of said contract to furnish a bond for the faithful performance of said contract. NOW,THEREFORE, We,the Principal,and Fidelity and Deposit Company of Maryland a corporation organized and existing under the laws of the State of Maryland ,and duly authorized to transact business under the laws of the State of California,as Surety,are held and firmly bound unto City of San Bernardino in the penal sum of Five Hundred Forty Four Thousand,Five Hundred and 00/100 Dollars($ 544,500.00 ), lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs,executors,administrators,and successors,jointly and severally,firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH,That,if the above bounden Principal,his or its heirs, executors,administrators,successors or assigns,shall in all things stand to and abide by,and well and truly keep and perform the covenants,conditions and agreements in the said contract and any alteration thereof made as therein provided,on his or their part,to be kept and performed at the time and in the manner therein specified,and in all respects according,to their true intent and meaning,and shall indemnify and save harmless the City of San Bernardino its officers and agents,as therein stipulated,then this obligation shall become null and void;otherwise it shall be and remain in full force and virtue. And the said Surety,for value received,hereby stipulates and agrees that no change,extension of time,alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond,and it does hereby waive notice of any such change, extension of time,alteration or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF, We have hereunto set our hands and seals this 8th day of July 2014 All American Asphalt ��� d Principal By Robc.-f-6rt.d , vafi- Fidelity and Deposit Company of Maryland PRF71001CA0201f By aei, maC Rebecca Haas-Bates, ,Attorney-in-Fact CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California County of Riverside On July 10, 2014 before me, Rebecca Angela Parra,Notary Public Date Here Insert name and Title of the Officer personally appeared Robert Bradley Name(s)of Signer(s) 9 who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in �+•�� his/her/their authorized capacity(ies), and that by his/her/their REBECCA ANGELA PARRA signature(s) on the instrument the person(s), or the entity upon behalf Commission # 2024944 z of which the person(s)acted, executed the instrument. i .�"z•!i,,i Notary Public California Riverside County I certify under PENALTY OF PERJURY under the laws of the State of My Comm.Expires A9ay 7.2 t ' California that the forgoing paragraph is true and correct. WITNESS my h.nd .nd official seal. Signature A, ; j, Place Notary Seal Above Signa ore of /.tary Public OPTIONAL Though the information below is not required by law,it may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document Faithful Performance Bond No. 7641010 Document Date 7/8/2014 Number of Pages: One (1) Signer(s)Other Than Named Above: Fidelity and Deposit Company of Maryland Capacity(ies)Claimed by Signer(s) Signer's Name: Robert Bradley Signer's Name: ❑ Individual ❑ Individual X Corporate Officer—Title(s): Vice-President ❑Corporate Officer—Title(s): ❑ Partner C o Limited ❑ General RIGHT THUMBPRINT ❑ Partner C ❑ Limited o General RIGHT THUMBPRINT ❑Attorney in Fact OF SIGNER ❑Attorne in Fact OF SIGNER y ❑Trustee Top of thumb here Top of thumb here o Trustee ❑Other: o Other: Signer is Representing: All American Asphalt Signer is Representing: All American Asphalt CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 State of California County of Orange On 7/08/2014 before me, R. Paramo,Notary Public Date Here Insert Name and Title of the Officer personally appeared Rebecca Haas-Bates Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the personEe) whose name(s) is/ere subscribed to the within instrument and acknowledged to me that 4 e/she/ttrep executed the same in la.is/her/t ieir authorized capacity(iee), and that by , R. PARAMO tits/her/their signaturefs) on the instrument the • _,, Commission #2035890 person(s)-, or the entity upon behalf of which the ,t• ,• —., Notary Public - California i person(e)acted, executed the instrument. Z Orange County ' I certify under PENALTY OF PERJURY under the laws My Comm. Expires Aug 5 2C17 of the State of • •'. that the foregoing paragraph is tru- .nd orre . WITNESS my hand a d offici. se. . Place Notary Seal Above Signat - •i 1 Signature of Notary Public OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Performance Bond No.7641010 Document Date: 7/08/2014 Number of Pages: One(1) Signer(s) Other Than Named Above: All American Asphalt Capacity(ies) Claimed by Signer(s) Signer's Name: Rebecca Haas-Bates Signer's Name: ❑ Corporate Officer—Title(s): ❑Corporate Officer—Title(s): O Partner— ❑Limited 0 General 0 Partner— ❑ Limited ❑General ❑ Individual p Attorney in Fact ❑ Individual ❑Attorney in Fact ❑Trustee ❑Guardian or Conservator i Trustee ❑Guardian or Conservator f_ Other: ❑ Other: Signer Is Representing: Signer Is Representing: Fidelity and Deposit Company of Maryland C\...:\4�.�✓.f.\.'�.b��t�✓:\41t!:�!4C'!.�:�:�a'..\L4\t:4\?!G\i/4C�+�.�..C_/S\✓<t!4C✓:\✓.\ei5<✓'.�?S\.. \.•i:\:.4�.6C�/:\�<�✓:\,./:Gvi�:\✓:�✓+.\✓:\:�y�•i:\':+.<a5`�+. ©2013 National Notary Association •www.NationalNotary.org • 1-800-US NOTARY(1-800-876-6827) Item#5907 EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attorneys-in-Fact. The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in-fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V,Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I STIMO W R OF,I have her nto subscribed my name and affixed the corporate seals of the said Companies, this i W •ay ofium ,20 1 . 'wa ocios,, 0758:Li'yy�, t 4t me A Es AL .4,01 7:2„&i. Geoffrey Delisio,Vice President ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Maryland,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by THOMAS O. MCCLELLAN, Vice President, in pursuance of authority granted by Article V, Section 8, of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof,do hereby nominate,constitute,and appoint William SYRKIN,Rebecca HAAS-BATES,Sergio D.BECHARA and Richard ADAIR,all of Irvine, California, EACH its true and lawful agent and Attorney-in-Fact,to make,execute,seal and deliver,for,and on its behalf as surety,and as its act and deed:any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York.,the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills,Maryland.,and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 15th day of January,A.D.2013. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND C " UM a . . ' 1968 'f /0,<:. /-), 7'< C-r-i2--- -... ---ff i. w r"..(tia Assistant Secretary Vice President Eric D.Barnes Thomas O.McClellan State of Maryland City of Baltimore On this 15th day of January,A.D.2013,before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,THOMAS O. MCCLELLAN,Vice President,and ERIC D.BARNES,Assistant Secretary,of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument, and acknowledged the execution of same,and being by me duly sworn, deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. `:"A"∎ni , �,:' / 4s,,',. .• t - Constance A.Dunn,Notary Public My Commission Expires:July 14,2015 POA-F 012-0033D Bond No. 7641010 Premium is included in the performance bond. Executed in:3 Counterparts PAYMENT BOND PUBLIC WORK Section 3247-3252 inclusive,Civil code) (Premium included in Faithful Performance Bond) KNOW ALL MEN BY THESE PRESENT: That,Whereas City of San Bernardino has awarded to All American Asphalt as Principal,a contract for the work described as follows: Pavement Rehabilitation on Four City Streets Mountain View Ave,from 46th Street.to 50th Street.Plan No. 12795(SS 04-150)46th Street,from Mountain View Ave.To Sierra Way Plan No. 12821(SS 12-001)48th Street,from Electric Ave to Mountain View Ave Plan No. 12822(SS 12-002)and Belmont Ave,from Olive Ave to Walnut Street Plan No. 12823(SS 12-012) AND WHEREAS,said Principal is required ad to furnish a bond in connection with said contract,to secure the payment of claims of laborers,mechanics,materialmen,and other persons as provided by law: NOW,THEREFORE, We the undersigned Principal and Surety are held and firmly bound unto the City of San Bernardino in the amount required by law,the sum of Five Hundred Forty Four Thousand,Five Hundred and 00/100 Dollars($ 544,500.00 )for which payment well and truly be made we bind ourselves,our heirs, executors and administrators,successors and assigns,jointly and severally,firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, That if said Principal, his or its heirs, executors, administrators,successors or assigns,or subcontractors,shall fail to pay any of the persons named in Civil Code Section 3181, or amounts due under the Unemployment's Insurance Act with respect to work or labor performed by any such claimant, or for any amounts required to be deducted, withheld, and paid over the Employment Development Department from the wages of employees of the principals and his subcontractors pursuant to section 13020 of the Unemployment Insurance Code, with respect to such work and labor, that the Surety or Sureties herein will pay for the same in the amount not exceeding the sum specified in this bond, otherwise the above obligation shall be void. In case suit is brought upon this bond, the said surety will pay a reasonable attorney's fee to be fixed by the court. PAY71001 CA0202f In witness Whereof,We have hereunto set our hand and seals this 8th day of July 2014 All American Asphalt Princip By. ! o tatty, G6ce uri: Fidelity and Deposit Company of Maryland By:Pe Q A 410 r Rebecca Haas-Bates, ,Attorney-In-Fact CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California County of Riverside On July 10, 2014 before me, Rebecca Angela Parra,Notary Public Date Here Insert name and Title of the Officer personally appeared Robert Bradley Name(s)of Signer(s) f who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in REBECCA ANGELA PARRA his/her/their authorized capacity(ies), and that by his/her/their Commission # 2024944 signature(s) on the instrument the person(s), or the entity upon behalf Notary Public - California z of which the person(s)acted,executed the instrument. z\'r., Riverside County My Comm. Expires May 17, 2!'1 7 I certify under PENALTY OF PERJURY under the laws of the State of ----- - -corm-Expires- -- California that the forgoing paragraph is true and correct. WITNESS my ha a official seal. Signature � Place Notary Seal Above Signature Notary Public OPTIONAL Though the information below is not required by law,it may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document Payment Bond No. 7641010 Document Date 7/8/2014 Number of Pages: Two (2) Signer(s)Other Than Named Above: Fidelity and Deposit Company of Maryland Capacity(ies)Claimed by Signer(s) Signer's Name: Robert Bradley Signer's Name: ❑ Individual ❑ Individual X Corporate Officer-Title(s): Vice-President ❑ Partner❑ o Limited ❑ General ❑ Corporate Officer-Title(s): RIGHT THUMBPRINT ❑ Partner❑ ❑ Limited ❑General RIGHT THUMBPRINT ❑Attorney in Fact OF SIGNER ❑Attorney in Fact OF SIGNER ❑Trustee Top of thumb here Top of thumb here ❑Trustee ❑Other: ❑Other: Signer is Representing: All American As shalt Signer is Representing: All American Asphalt • • CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§1189 C¢{-.�<{,,�i-�i •i:.�¢:'¢:�.!:�¢�.:�`{•.{¢!cic�¢ YsSt ¢T.�¢ .!:�Y..�C!:�! N..�Kat tl:.C�¢�¢r¢la«�¢ ¢�¢�¢i�¢!.�¢{:2¢ 2{.S¢ ¢ ¢�{!.�¢{;C¢�C �C! State of California County of Orange On 7/08/2014 before me, R.Paramo,Notary Public Date Here Insert Name and Title of the Officer personally appeared Rebecca Haas-Bates Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the persons whose name(s) is/are subscribed to the within instrument and acknowledged to me that -le/she/tttep executed the same in 14is/her/their authorized capacity(ies), and that by iris/her/t4:K it signaturefs) on the instrument the R. PARAMO person(a)., or the entity upon behalf of which the Commission # 2035890 person(s)acted, executed the instrument. `t;. .�' Notary Public California z Z . r orange county D I certify under PENALTY OF PERJURY under the laws M Comm. Ex ires Au 5, 2017 of the Stat- e -; r • ..t the foregoing paragraph ------Y- - - - � - - -�- - - is tru- .n. correc . WIT' ESS my hand a d offi ial s:a Place Notary Seal Above Signat Signature of Notary Public OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Payment Bond No. 7641010 Document Date: 7/08/2014 Number of Pages: Two(2) Signer(s) Other Than Named Above: All American Asphalt Capacity(ies) Claimed by Signer(s) Signer's Name: Rebecca Haas-Bates Signer's Name: ❑Corporate Officer—Title(s): ❑Corporate Officer—Title(s): ❑Partner— ❑Limited ❑ General ❑ Partner— ❑Limited ❑General ❑ Individual p Attorney in Fact ❑ Individual ❑Attorney in Fact ❑Trustee ❑Guardian or Conservator ❑Trustee ❑Guardian or Conservator i:i Other: ❑ Other: Signer Is Representing: Signer Is Representing: Fidelity and Deposit Company of Maryland /�e/�✓c�ra�✓5�✓cC✓c`3'.�:�cC✓c�✓c�✓�:C:.cCg!c`as4�e:cCeic�✓c<✓ci✓c�✓c�¢!c�✓c�✓c<r✓.SKynv�uc<,•i cam. 4vy.�✓.�✓C✓cC✓.vvc�,cC✓cC��..�..,.<S � <✓cl_1.. ©2013 National Notary Association •www.NationalNotary.org • 1-800-US NOTARY(1-800-876-6827) Item#5907 EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attorneys-in-Fact. The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in-fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V,Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company,whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMON WH RE F,I have per unto subscribed my name and affixed the corporate seals of the said Companies, this flay of ,20 . mit , 4dP..... ` 00" idy#9 1.1&T Geoffrey Delisio,Vice President ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Maryland,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by THOMAS O. MCCLELLAN, Vice President, in pursuance of authority granted by Article V, Section 8, of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof,do hereby nominate,constitute,and appoint William SYRKIN,Rebecca HAAS-BATES,Sergio D.BECHARA and Richard ADAIR,all of Irvine, California, EACH its true and lawful agent and Attorney-in-Fact,to make,execute,seal and deliver,for,and on its behalf as surety,and as its act and deed:any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York,New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills,Maryland.,and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 15th day of January,A.D.2013. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND T w.i 4.°1"i4;; o BAL 1 43 r* Ooi .1=1=; oii •t� o „ ,1668 if By Assistant Secretary Vice President Eric D.Barnes Thomas 0.McClellan State of Maryland City of Baltimore On this 15th day of January,A.D.2013,before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,THOMAS 0. MCCLELLAN,Vice President,and ERIC D.BARNES,Assistant Secretary,of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly sworn, deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. 0u n u,, Cam, z,L.Q 7:14” Constance A.Dunn,Notary Public My Commission Expires:July 14,2015 POA-F 012-0033D • • _--■-••■■1 AFDATE(MM/DDIYYYY) RO CERTIFICATE OF LIABILITY INSURANCE 07/08/2014 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 CA LIC #0B29370 1-925-244-7700 CONTACT NAME: Certificate Department Edgewood Partners Insurance Centers (EPIC) PHONE (g25) 244-7700 FAX (925) 901-0671 [Inland Empire/Ontario Branch] (A/C.No.Ext); P.O. Box 5003 ADDRIESS: EPICcerts @Edgewoodlns.com San Ramon, CA 94583 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA: ARCH SPECIALTY INS CO 21199 INSURED INSURERB: ZURICH AMER INS CO 16535 All American Asphalt INSURER C NATIONAL UNION FIRE INS CO OF PITTS 19445 P.O. Box 2229 INSURERD: — INSURER E: Corona, CA 92878-2229 INSURER F: COVERAGES CERTIFICATE NUMBER: 40675121 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. ADDL SUBR POLICY EFF POLICY EXP ILTR TYPE OF INSURANCE INSR WVD POLICY NUMBER (MM/DDIYYYY) (MM/DDIYYYY) LIMITS A GENERAL LIABILITY GPP002265806 08/01/14 08/01/15 EACH OCCURRENCE $ 1,000,000 X $ DAMAGE TO RENTED 100,000 COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence) CLAIMS-MADE X OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 PRO- POLICY X FST LOC B AUTOMOBILE LIABILITY BAP557108802 08/01/14 08/01/15 (Ee aBINEDtSINGLE LIMIT j 2,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS — NON-OWNED PROPERTY DAMAGE $ X HIRED AUTOS X AUTOS (Per accident) $ C UMBRELLA LIAB X OCCUR BE11665589 08/01/14 08/01/15 EACH OCCURRENCE $ 10,000,000 X EXCESSLIAB CLAIMS-MADE AGGREGATE $ 10,000,000 DED X RETENTION$10,000 Following-Form $ WORKERS COMPENSATION WC593205701 06/01/19 08/01/15 X WCSTATU- OTH- B AND EMPLOYERS'LIABILITY TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) RE: Pavement Rehabilitation of Four City Streets Certificate Holder is Additional Insured if Required by Written Contract Excluding Workers Compensation [2] CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of San Bernardino THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 300 North "D" Street AUTHORIZED REPRESENTATIVE San Bernardino, CA 92418 � ;..-' I USA ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD ahilgen-ont 40675121 • MEMO To: Whom it may concern From: Edgewood Partners Insurance Centers(EPIC) Named Insured: All American Asphalt et al Policy Number(s): GPP0022658-06,BAP5571088-02,WC5932057-01,8E11665589 RE: Notice of Cancellation Should the above described policy be cancelled before the expiration date thereof, we will mail 30 days written notice to the Certificate Holder; except, 10 days notice for non-payment of premium. Sincerely, Kathy Lopez' Account Manager tel: 925.244.7700 3000 executive parkway,suite 325,san ramon,ca 94583 ca license OB29370 edgewoodins.com THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM COMMERCIAL GENERAL LIABILITY SELF-INSURED RETENTION COVERAGE FORM SECTION II -WHO IS AN INSURED is amended to include as an additional insured those persons or organizations who are required under a written contract with you to be named as an additional insured, but only with respect to liability for"bodily Injury', *property damage', or"personal and advertising Injury' caused,in whole or in part, by your acts or omissions or the acts or omissions of your subcontractors: A. In the performance of your ongoing operations or"your work", including "your work"that has been completed;or B. In connection with your premises owned by or rented to you. As used in this endorsement,the words"you"and"your refer to the Named Insured. All other terms and conditions of this Policy remain unchanged. Project City of San Bernardino RE: Pavement Rehabilitation of Four City Streets Endorsement Number: This endorsement is effective on the inception date of this policy unless otherwise staled herein, (The information below is required only when this endorsement is Issued subsequent to preparation of the policy.) Policy Number GP PO 02 2 6 58-0 6 Named Insured: All American Asphalt et al Endorsement Effective Date: August 1, 2014 3614 00 CGL0006 000507 Page 1 of 1 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. OTHER INSURANCE -BROAD FORM, CGL POLICY ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM Under SECTION IV-COMMERCIAL GENERAL LIABILITY CONDITIONS, the following paragraph is added to Condition 4,Other Insurance: Where the Named Insured Is required by a written contract to provide insurance that Is primary and non-contributory, and the written contract so requiring is executed by the Named Insured before any"occurrence"or offense, this Insurance will be primary,but only If and to the extent required by that written contract. All other terms and conditions of this Policy remain unchanged. Schedule Project City of San Bernardino RE: Pavement Rehabilitation of Four City Streets Endorsement Number This endorsement is effective on the inception date of this policy unless otherwise stated herein. (The Information below is required only when this endorsement Is Issued subsequent to preparation of the policy.) Policy Number: GPP 0 0 2 2 6 58-0 6 Named Insured: All American Asphalt et al Endorsement Effective Date August 1, 2014 00 CGL0130000908 Page 1 of 1 3614 THIS ENDORSEMENT CHANGES THE POUCY. PLEASE READ IT CAREFULLY. WAIVER OF SUBROGATION ENDORSEMENT This endorsement modifies insurance provided under the following. COMMERCIAL GENERAL LIABILITY COVERAGE FORM COMMERCIAL GENERAL LIABILITY SELF-INSURED RETENTION COVERAGE FORM SCHEDULE Name of Person or Organization: Where required by written contract. Under SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS, Condition 8. Transfer Of Rights Of Recovery Against Others To Us is amended by the addition of the following provision: We waive any right of recovery we may have against the person or organization shown in the SCHEDULE above because of payments we make for injury or damage arising out of your operations or "your work"done under a written contract with that person or organization. All other terms and conditions of this Policy remain unchanged. Schedule Project City of San Bernardino RE: Pavement Rehabilitation of Four City Streets Endorsement Number: This endorsement is effective on the inception date of this policy unless otherwise staled herein. (The information below Is required only when this endorsement Is Issued subsequent to preparation of the policy.) Policy Number GPP 0 0 22 6 58-0 6 Named Insured: All American Asphalt et al Endorsement Effective Date: August 1, 2014 00 CGL0121 00 09 06 Includes copyrighted material of Insurance Services Office, Inc., Page 1 of 1 with Its permission. 3614 POLICY NUMBER BAP5571088-02 COMMERCIAL AUTO CA 28 48 02 99 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement,the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement Identifies person(s) or organizstion(s)who are insureds"under the Who is An insured Provision of the Coverage Form.This endorsement does not titer coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Endorsement Effective: 8/1/14 Countersigned By: Named Insured: All American Asphalt (Authorized Representative) SCHEDULE Name of Person(s)or Organization(s): ANY PERSON OR ORGANIZATION TO WHOM OR WHICH YOU ARE REQUIRED TO PROVIDE ADDITIONAL INSURED STATUS OR ADDITIONAL INSURED STATUS ON A PRIMARY, NON-CONTRIBUTORY BASIS, IN A WRITTEN CONTRACT OR WRITTEN AGREEMENT EXECUTED PRIOR TO LOSS, EXCEPT WHERE SUCH CONTRACT OR AGREEMENT IS PROHIBITED BY LAW. Schedule Project City of San Bernardino RE: Pavement Rehabilitation of Four City Streets (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to the endorsement.) Each person or organization shown in the Schedule is an insured"for Liability Coverage, but only to the extent that person or organization qualifies as an'insured'"under the Who Is An Insured Provision contained in Section II of the Coverage Form. CA 2048 02 99 Copyright, Insurance Services Office, Inc.. 1998 Page 1 of 1 0 3614 • • POLICY NUMBER BAP5571088-02 COMMERCIAL AUTO CA 04 44 0310 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM BUSINESS AUTO PHYSICAL DAMAGE COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement,the provisions of the Coverage Form apply unless modi- fied by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated. below. Named!nsuled: All American Asphalt. Endorsement Effective Dab: 8/1/14 SCHEDULE Prangs)Of Persons)Or Organlaatlon(s): ALL PERSONS AND/OR ORGANIZATIONS THAT ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF SUBROGATION BE PROVIDED UNDER THIS POLICY Information required to complete this Schedule,if not shown above,will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us Condition does not apply to the person(s) or organizations) shown in the Schedule, but only to the extent that subrogation is waived prior to the"ac- Project cident"or the loss" under a contract with that person or organization, Schedule RE: Pavement Rehabilitation of Four City Streets City of San Bernardino 3614 CA 0444 0310 t Insurance Services Office,Inc.,2009 Page 1 of 1 ❑ WORKERS'COMPENSATION AND ENPLOYERS LIABILITY INSURANCE PO U CY WC 04 03 06 (Ed.4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT- CALIFORNIA We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies onty to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be 0.00 % of the California workers'compensation pre- mium otherwise due on such remuneration. Schedule Person or Organization Job Description ALL PERSONS AND/OR ALL CA OPERATION ORGANIZATIONS THAT ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT WITH T INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF SUBROGATION BE PROVIDED UNDER THIS POLICY FOR WORK PERFORMED BY YOU FOR THAT PERSON AND/OR ORGAN I Z AT ION City of San Bernardino RE: Pavement Rehabilitation of Four City Streets All American Asphalt Policy #WC5932057-01 8/1/14 Zurich American Ins. Co. 3614 WC 252(4-84) VVC 04 03 00(Ed.4-84) Page 1 of 1