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HomeMy WebLinkAbout05.CG- Public Works S.CG RESOLUTION (ID #3248) DOC ID: 3248 B CITY OF SAN BERNARDINO —REQUEST FOR COUNCIL ACTION Agreement/Contract From: Robert Eisenbeisz M/CC Meeting Date: 06/16/2014 Prepared by: Ted Rigoni, (909) 384-5198 Dept: Public Works Ward(s): 4, 5 Subject: Resolution of the Mayor and Common Council of the City of San Bernardino Awarding a Contract to All American Asphalt, Corona, California, for Pavement Rehabilitation of Four City Streets: Mountain View Avenue, from 46Th Street to 50Th Street, Plan No. 12795 (SSO4-150); 46Th Street, from Mountain View Avenue to Sierra Way, Plan No. 12821 (SS12-001); 48Th Street, from Electric Avenue to Mountain View Avenue, Plan No. 12822 (SS12-002); and Belmont Avenue, from Olive Avenue to Walnut Avenue, Plan No, 12823 (SS12-012); and Authorizing the Director of Administrative Services to Change the Adopted FY 2013-14 Budget. (#3248) Current Business Registration Certificate: Yes Financial Impact: This proposed contract involves four Capital Improvement Program(CIP)projects and corresponding accounts that were included in the adopted FY 2013-4 Budget under Fund 129 (Measure I). The four projects include: Account Budgeted Amount: $122,040.00 Account No. 129-160-5504-7913-0025 Account Description: Project No. SSO4-150 "Mountain View Avenue Pavement Rehabilitation" Balance as of 5-13-14: $116,485.65 Budget amount after proposed Amendment: $235,000.00 Balance after approval of this item: $229,445.65 Account Budgeted Amount: $49,224.00 Account No. 129-160-5504-7928-0025 Account Description: Project No. SS 12-001 "46th Street Pavement Rehabilitation" Balance as of 5-13-14: $47,511.26 Budget amount after proposed Amendment: $117,100.00 Balance after approval of this item: $115,387.26 Account Budgeted Amount: $39,489.00 Account No. 129-160-5504-7929-0025 Account Description: Project No. SS 12-002 "48th Street Pavement Rehabilitation" Balance as of 5-13-14:$34,232.81 Budget amount after proposed Amendment: $121,900.00 Balance after approval of this item: $116,643.81 Account Budgeted Amount: $54,006.00 Updated:6/11/2014 by Linda Sutherland B Packet Pg. 1143 5.CG 3248 Account No. 129-160-5504-7932-0025 Account Description: Project No. SS12-012 "Belmont Avenue Pavement Rehabilitation" Balance as of 5-13-14: $51,541.38 Budget amount after proposed Amendment: $174,000.00 Balance after approval of this item: $171,535.38 Please note this balance does not indicate available funding. It does not include non-encumbered reccurring expenses or expenses incurred,but not yet processed. Based upon the bid results, a budget amendment will be required to allocate additional funds to each of these project accounts using previously unallocated Measure I(Fund 129) funds. Motion: Adopt the Resolution. Synopsis of Previous Council Action: 04/22/13 The Mayor and Common Council approved Resolution No. 2013-76, adopting the City's Final Budget Document for Fiscal Years 2012/13 and 2013/14. Background: On April 22, 2013, the Mayor and Common Council approved Resolution No. 2013-76, adopting the City's Final Budget Document for Fiscal Years 2012/13 and 2013/14, which includes the subject roadways. This construction contract combines four roadway segments (Mountain View Avenue, 46th Street, 48th Street and Belmont Avenue) into one project. This contract primarily provides for pavement rehabilitation on the four streets. The work on these four roadways provides for and supports the health, welfare and safety of San Bernardino's residents, business owners and visitors by providing roadways that accommodate the safe and efficient movement of goods and people. The project also provides curb access ramps and localized sidewalk repairs in accordance with the Americans with Disabilities Act (ADA) at various locations on the subject roadways as required. Local advertising for project bids included the San Bernardino County Sun Newspaper, F. W. Dodge Company (Monrovia), High Desert Plan Room, Construction Bid Board, Inc., San Diego Daily Transcript, Bid America Electronic, AGC Plan Room/The Daily Construction Reporter, iSgFt Plan Room, Reed Construction Data, Construction Bid Source (CBSI), Bid Ocean, Inc., and the City of San Bernardino Chamber of Commerce. Information and electronic copies of the construction documents were also posted on the City's website. A total of three bids were received and are listed below: Table 1: NAME OF BIDDER CITY TOTAL BID AMOUNT All American Asphalt Corona,CA $ 544,500.00 Hillcrest Contracting Corona, CA $ 566,447.94 Griffith Company Santa Fe Springs, CA $ 593,652.64 Updated:6/11/2014 by Linda Sutherland B Packet Pg. 1144 3248 Engineer's Estimate $ 488,606.85 The low bid exceeds the Engineer's Estimate by 10%. Staff carefully reviewed the unit prices from the three bids and concluded that a bidding premium may exist, resulting directly from the City's bankruptcy status. There is also an indication that construction prices may be rising as indicated by recently published cost indices. In addition, the overall scope of work was significantly increased during the design phase to address deficiencies in concrete sidewalks, curbs, and gutters as well as increased pavement distress that has occurred since the initial project budgets were established. These additional repairs and improvements were not anticipated at the time that the project budgets were established. After a complete review of the three sealed competitive bids and verification of mathematical calculations and certifications, staff has determined that All American Asphalt is the apparent low bidder and has met the minimum requirements of the bid specifications and guidelines. Based on the above information, All American Asphalt is the lowest responsible bidder and staff recommends that the contract be awarded to this company. The estimated project costs are as follows: Table 2: ITEM TOTAL COST Bid Amount $ 544,500 Contingencies (10%) $ 55,500 Subtotal Construction Cost $ 600,000 Design, Project Management, &Inspection $ 48,000 Total Estimated Construction Cost $ 648,000 In order to award the contract, staff recommends that the Director of Administrative Services be authorized to amend the FY 2013-14 Budget to increase the budgeted amounts approved in Resolution No. 2013-76 to the amounts shown below, using previously unallocated Measure I (Fund 129) funds. Table 3: CIP No. Street Account No. FY2013-14 Increase Amended Budget Amount SSO4-150 Mt. View 129-160-5504-7913-0025 $ 122,040 $ 112,960 $ 235,000 SS12-001 467 129-160-5504-7928-0025 $ 49,224 $ 67,876 $ 117,100 SS12-002 487 129-160-5504-7929-0025 $ 39,489 $ 82,411 $ 121,900 FSl 2-012 Belmont 129-160-5504-7932-0025 $ 54,006 $ 119,994 $ 174,000 otal: $ 264,759 $383,241 $648,000 Owners along the four roadways have been notified about the planned construction work Updated: 6/11/2014 by Linda Sutherland B I Packet Pg. 1145 5.CG 3248 activities, including the San Bernardino City Unified School District Safety Coordinator,Hillside Elementary School (work is nearby but not adjacent to the school), and SB Direct. Abutting property owners have been notified via letter about the proposed project; the work will be coordinated so as to limit impacts to the residential properties and other facilities along these four roadways. The project includes placement of pavement reinforcing fabric beneath the asphalt concrete pavement overlay on Belmont Avenue. This technology will help to reduce construction duration and impacts by providing a roadway reflective crack stopping interlayer, delaying onset of future pavement deterioration and thereby reducing future impacts to the residents and motorists using the roadway. On 48th Street, minor drainage improvements will improve the ride-ability of the roadway in the vicinity of Pershing Avenue, and a sidewalk along the south side of 481h Street will provide improved access to students and their parents who walk to and from Hillside Elementary School. As with all Public Works contracts, staff will work with the contractor to help minimize construction-related impacts, and to ensure that the roadway rehabilitation work is conducted as quickly as possible. City Attorney Review: Supporting Documents: reso 3248 (PDF) 12795-PART I TO SEC. 27-PVMT. REHAB ON 4 CITY ST. (PDF) 12795-PART 11 SEC. 27 TO END-PVMT. REHAB. ON 4 CITY ST. (PDF) agrmt 3248 (PDF) Signed Title Sheet, Four City Rehab (PDF) Signed Sheet 2 of 4, Four City Rehab(PDF) Signed Sheet 3 of 4, Four City Rehab(PDF) Signed Sheet 4 of 4, Four City Rehab(PDF) Four City Bid Tabulation and low bidder documents(PDF) C Updated:6/11/2014 by Linda Sutherland B Packet Pg. 1146 5'.CG.a 1 RESOLUTION NO. 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 r�AVENUE, FROM 46TH STREET TO 50TH STREET, PLAN NO. 12795 (SSO4-150); 46 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 2 7 SERVICES TO CHANGE THE ADOPTED FY 2013-14 BUDGET. a c 8 BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS: 9 �a to SECTION 1. All American Asphalt, Corona, California, is the lowest responsible bidder for Pavement Rehabilitation of Four City Streets (Mountain View Avenue, from 46th 11 E Street to 50th Street, Plan No. 12795 (SSO4-150); 46`" Street, from Mountain View Avenue to 12 Sierra Way, Plan No. 12821 (SS12-001); 48`x' 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 (SS 12-012)). A contract is awarded accordingly to said bidder in a U° 0 total amount of$544,500.00, with a contingency amount of$55,500.00, but such contract shall -a 15 be effective only upon being fully executed by both parties. All other bids, therefore,are hereby Q 16 rejected. The City Manager is hereby authorized and directed to execute said contract on behalf co N 17 of the City. A copy of the contract is on file in the office of the City Clerk and incorporated co i8 herein by reference as though fully set forth at length. M 0 SECTION 2. This contract and any amendment or modifications thereto shall not take 19 L 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 Q 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 Packet Pg. 1147 i SECTION 4. The Director of Administrative Services is hereby authorized and 2 directed to appropriate additional funds using previously unallocated Measure I (Fund 129) 3 funds and change the adopted FY 2013-14 Budget as follows: (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 "461h Street Pavement Rehabilitation" (Account 6 No. 129-160-5504-7928-0025) for a total amended budget amount of$117,100. 0 7 a 8 (C) Add $82,411 to Project SS12-002 "481h Street Pavement Rehabilitation" (Account o No. 129-160-5504-7929-0025) for a total amended budget amount of$121,900. v 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 d 11 $174,000. E d 12 /// a U 13 o U- 14 o L 15 3 16 co N M 17 N 18 `e' 19 20 E 21 aC 22 23 24 25 2 Packet Pg. 1148 S:CG.a I 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 I' 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 1 HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor and a� 7 Common Council of the City of San Bernardino at a meeting thereof, held on the 'o a day of , 2014,by the following vote, to wit: o 8 r 9 ° Council Members: AYES NAYS ABSTAIN ABSENT = aD 10 MARQUEZ _ 11 E d BARRIOS 12 °" VALDIVIA 13 SHORETT �° 14 0 15 NICKEL 3 a 16 JOHNSON N 17 MULVIHILL 00 N 18 `"' Georgeann Hanna, City Clerk 19 ` 20 The foregoing resolution is hereby approved this day of , 2014. 2I w ' a 22 R. CAREY DAVIS, Mayor City of San Bernardino 23 Approved as to form: GARY D. SAENZ, City Attorney 24 25 By. 3 Packet Pg. 1149 5.CG.b ACCT NOs. 129-160-5504-7913-0025 129-160-5504-7928-0025 129-160-5504-7929-0025 129-160-5504-7932-0025 r CITY OF SAN BERNARDINO 0- STATE OF CALIFORNIA o N a BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS E FOR a U L PAVEMENT REHABILITATION OF FOUR CITY STREETS ,0 4- 0 MOUNTAIN VIEW AVENUE, FROM 46TH STREET TO 50TH STREET PLAN NO. 12795 ( SS 04-150 ); a 46TH STREET, FROM MOUNTAIN VIEW AVENUE TO SIERRA WAY co PLAN NO. 12821 (SS 12-001 ); 48Th STREET, FROM ELECTRIC AVENUE TO MOUNTAIN VIEW AVENUE 12822 SS 12-002 • and PLAN NO. ( ), BELMONT AVENUE, FROM OLIVE AVENUE TO WALNUT STREET PLAN NO. 12823 ( SS 1 012) Z O a w ONo. 54-93 Exp. F Q I VIA-�.�;.�`, w ---------- F CALi co O DEPARTMENT OF PUBLIC WORKS CITY OF SAN BERNARDINO a APRIL,2014 N r d BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. on a MAY 13, 2014 Packet Pg. 1150 DESCRIPTION OF THE COMPONENTS OF THESE PLANS AND SPECIAL PROVISIONS 0 L The "Bid and Contract Documents" for this project consists of three (3) Parts as follows: o PART I -- Administration PART II — Special Provisions d E The above two (2)parts are bound together in one (1) manual titled "Bid and Contract Documents" ; a PART III — PLANS, One (1) separately bound set L DRAWING NOS. 12795, 12821, 12822& 12823 - SHEETS 1 -4 ,° w 0 L 3 Q co 1* N M H H U Z O m Q w a ti N U W U) O N F- U) N T PAVEMENT REHABILITATION OF FOUR CITY STREETS: MOUNTAIN VIEW AVENUE,FROM 46TH STREET TO 50T11 STREET, PLAN NO. 12795 ( SS O4-150 ); 46TH STREET, FROM MOUNTAIN VIEW E 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 Q OLIVE AVENUE TO WALNUT STREET,PLAN NO. 12823 (SS 12-012) Contents for Bid and Contract Documents CITY OF SAN BERNARDINO Packet Pg. 1151 5CG.b TABLE OF CONTENTS PART I ADMINISTRATION °` CL 0 Y NOTICE INVITING SEALED BIDS �a s BID DOCUMENTS BID FORM B-1 BID SCHEDULE No. 1 B-2 BID SCHEDULE No.2 B-3 a BID SCHEDULE No. 3 B-4 BID SCHEDULE No.4 B-5 U L SUMMARY OF BID SCHEDULES B-6 0 BIDDER'S INFORMATION AND SIGNATURE C-1 w ACKNOWLEDGEMENT OF ADDENDUMS C-2 SPECIAL NOTICE C-3 DESIGNATION OF SUBCONTRACTORS C-4 a BIDDER SELF PERFORMANCE VERIFICATION FORM C-5 v WORKERS' COMPENSATION INSURANCE CERTIFICATION C-6 v NON-COLLUSION AFFIDAVIT C-7 FORM OF BID BOND C-8 MBE/WBE INFORMATION - GOOD FAITH EFFORT'S C-9 REFERENCES FOR WORK C-12 v z PART II ° m SPECIAL PROVISIONS = w INSTRUCTIONS TO BIDDERS ~ SECTION 1 - SPECIFICATIONS AND PLANS SP-1 °,- SECTION 2 - BID REQUIREMENTS AND CONDITIONS SP-5 N SECTION 3 - AWARD AND EXECUTION OF CONTRACT SP-11 6 w SECTION 4 - CONSTRUCTION SCHEDULE&COMMENCEMENT OF N WORK,TIME OF COMPLETION&LIQUIDATED DAMAGES SP-13 SECTION 5 - LEGAL REQUIREMENTS SP-16 SECTION 6 - GENERAL SP-23 a SECTION 7 - UTILITIES SP-33 SECTION 8 - DESCRIPTION OF WORK SP-37 N SECTION 9 - TRAFFIC CONTROL SP-41 SECTION 10 - MOBILIZATION SP-46 SECTION I 1 - CLEARING AND GRUBBING SP-49 E SECTION 12 - UNCLASSIFIED EXCAVATION SP-51 SECTION 13 -UNCLASSIFIED FILL SP-54 a 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 Packet Pg. 11'52 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 0 SECTION 24 - BLANK SP-73 a SECTION 25 - ADJUSTMENT OF WATER FACILITIES SP-74 0 SECTION 26 - REINFORCED CONCRETE PIPE SP-77 Y 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 E SECTION 47 - THROUGH SECTION 49 BLANK SP-87 m SECTION 50 - REMOVAL&RESTORATION OF EXISTING IMPROVEMENTS a EXCEPT STREET PAVEMENT SP-88 v SECTION 51 THROUGH SECTION 62 BLANK SP-90 U- 0 APPENDIX 3 a CITY STANDARD PLANS o It N STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLANS STATE OF CALIFORNIA, DEPARTMENT OF INDUSTRIAL RELATIONS APPRENTICESHIP PROGRAM FOR PUBLIC WORKS CONSTRUCTION v z CALIFORNIA MUTCD STANDARDS o m a PROJECT LOCATION SURVEY DOCUMENTS w CONTRACT AGREEMENT a ti N U W U) 0 I- H a a Lo o� ti N T Y 0) E U f4 a Packet Pg. 1153 L 0. PART I ° ADMINISTRATION 0. U L O U- 4- 0 L 3 Q 00 N M Cn F- U v Z O m Q w o: n. N U w Cl) O F- H 0: Q C. LO a) ti N T r cd G V Y Q Packet Pg. 1154 5.CG.b Engineer's Estimate(Range Only): $425,000 to$600,000 NOTICE INVITING SEALED BIDS r d CITY OF SAN BERNARDINO .0 L 0. Owner o NOTICE IS HEREBY GIVEN that the City of San Bernardino (CITY)will receive bids for: PAVEMENT REHABILITATION OF FOUR CITY STREETS r CD MOUNTAIN VIEW AVENUE, FROM 46T11 STREET TO 50TH STREET PLAN NO. 12795 ( SS 04-150 }; a 46TH STREET,FROM MOUNTAIN VIEW AVENUE TO SIERRA WAY Y U PLAN NO. 12821 ( SS 12-001 ); TH STREET,FROM ELECTRIC AVENUE TO MOUNTAIN VIEW AVENUE U° 48 PLAN NO. 12822 ( SS 12-002 ); and BELMONT AVENUE, FROM OLIVE AVENUE TO WALNUT STREET PLAN NO. 12823 ( SS 12-012 ) a 00 1* in accordance with Special Provision Nos. 12795, 12821, 12822 & 12823 on file in the Office of the c City Engineer, Department of Public Works, Third Floor, San Bernardino City Hall. co Electronic copies of the above documents are available to be downloaded (copied), at no cost, from G IRT the CITY's website at: o www.ci.san-bemardino.ca.us/services/request for bids/public works/default.asp. Conversely, the m 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 a address, contact person, phone number, fax number and email address for inclusion on the CITY's N List of Plan Holders. The above listed information and confirmation of receipt of any issued w addendum to the City Engineer's Office shall be submitted to the CITY a minimum of one (1) o 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 Ice- eligible to submit bids for this Project. LO ti 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 a all of said bids will be publicly opened, and examined and declared in the City Engineer's Conference Room, Third Floor, City Hall. Packet Pg. 1155 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. v 0 The Contractor shall possess a Class "A" License or Appropriate Specialty License(s) at the a time the Contract is awarded. The prime Contractor shall perform, with its own forces, Contract c 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. E Such cash, check or bond shall be given as a guarantee that the bidder will enter into the Contract if a 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 v 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, o 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. a CO 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 r 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 Z Power of Attorney of the signing Surety shall accompany this form. m a 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. > N A Non-mandatory Pre-Bid Meeting will be held on Tuesday, May 6, 2014 at 2:00 p.m., in the w office of the City Engineer, Public Works Department, Third Floor, City Hall, 300 North "D" Street, o 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 a Contractor aware of the CITY's outreach program as it relates to minority hiring and participation, a all and only as respects the advertised Plans and Special Provisions. While Bidder's attendance at 2 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. E Certified minority (MBE/WBE) subcontractors and material suppliers for the San Bernardino area Y located in Caltrans District 8 are listed on the California Unified Certification Program (UCP) DBE a 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. Packet Pg. 1156' 5.CG.b 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 o L said Mayor and Common Council. 0- 0 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 2 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.govldirdatabases.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 a Department of Industrial Relations are also referenced and made a part thereof. v L It shall be mandatory upon the Contractor to whom the Contract is awarded and upon any sub- w contractor under him to pay not less than specified rates to all laborers, workmen, and mechanics L 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 a Resolution No. 7414 of the Mayor and Common Council of the City of San Bernardino. co 10 M 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. z 0 The City of San Bernardino reserves the right to waive any informalities or inconsequential a deviations from Contract specifications, or to reject any and all bids. w 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. ti N No oral representations or interpretations will be made to any Bidder as to the meaning of the LU Special Provisions, Plans, any addenda, or other Contract Documents. Written requests for an o interpretation, or to identify a potential omission, discrepancy, or misunderstanding will be accepted if received by 5:00 p.m. of the 5t6 working day prior to the day of the proposed bid opening. a LO Specific questions and pre-bid inquiries regarding the Project should be submitted to the City N Engineer's Office as follows: d City Engineer's Office Third Floor a San Bernardino City Hall 300 North"D" Street San Bernardino, CA 92418-0001 Packet Pg. 1157 SUBJECT: PAVEMENT REHABILITATION OF FOUR CITY STREETS: MOUNTAIN VIEW AVENUE,FROM 46TH STREET TO 50TII STREET, PLAN NO. 12795 ( SS 04-150 ); 46TH STREET, FROM MOUNTAIN VIEW AVENUE TO SIERRA WAY, PLAN NO. 12821 ( SS 12-001 ); 481H 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) o CL 0 Y Attention: Ted Rigoni y Tel: (909) 384-5198; Fax: (909) 384-5190 E-mail: Rigoni_te @sbcity.org w Inquiries or questions based on alleged patent ambiguity of the Plans or the Special Provisions must 4 be communicated as a bidder inquiry prior to the bid opening. Any such inquiries or questions, a submitted after the bid opening, will not be treated as a bid protest. r U L Written responses will only be provided to written questions. No written response will be I° provided to verbal questions. o L 3 Q CITY OF SAN BERNARDINO co 1* N M N City Clerk z O m Q W NOTICE TO ADVERTISE: SPECIFICATION NOs. 12795 12821 12822& 12823 a SHALL APPEAR IN FIRST ISSUE NOT LATER THAN N DATE 4/18/14 & 4/25/14 W w (FIVE WORKING DAYS BETWEEN FIRST & SECOND PUBLICATION) In O H SIGNATURE DATE Q n. LO a> ti N T Y _ E V Y Q Packet Pg. 1158 I I Y V d O L a C 0 BID DOCUMENTS Y s m Y c (D E m ca a Y_ U L 0 u- 0 L y� 7 a N M H N H U d� 2 O m Q x w N U w Cl) O t- a a U) w ti N T" C d E .0 U f4 � Y Y Q Packet Pg. 1159 BID FORM TO THE MAYOR AND COMMON COUNCIL OF U THE CITY OF SAN BERNARDINO o I- 0- The undersigned declares that he has carefully examined the location of the proposed work, that he g 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 d PAVEMENT REHABILITATION OF FOUR CITY STREETS E MOUNTAIN VIEW AVENUE, FROM 46TH STREET TO 50TH STREET PLAN NO. 12795 ( SS 04-150 ); 40H STREET, FROM MOUNTAIN VIEW AVENUE TO SIERRA WAY L° PLAN NO. 12821 ( SS 12-001 ); o 48TH STREET,FROM ELECTRIC AVENUE TO MOUNTAIN VIEW AVENUE 3 PLAN NO. 12822 (SS 12-002 ); and a BELMONT AVENUE,FROM OLIVE AVENUE TO WALNUT STREET 00 PLAN NO. 12823 ( SS 12-012 ) M 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. Z The undersigned proposes and agrees if this bid is accepted, that he will contract with the City of o co 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 LU 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: a N U W N O H H Q a N r a-i _ d E U tC Q B-1 Packet Pg. 1160 PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 1 Mountain View Avenue, 46th Street to 50th Street (CIP No. SS O4-150) Plans and Special Provisions No. 12795 d Item Description Unit Quantity Unit Price($) Item Total($) a I Mobilization LS 1 0 Y 2. Traffic Control LS 1 Construct PCC Curb Ramp,including removal of 3 existing,per SPPWC Standard Plan 111-5 LA 11 Construct PCC Cross Gutter with Spandrels, 4. including removal of existing,per City Standard SF 2,237 E Plan No. 201 a Construct Portion of PCC Cross Gutter with w 5 Spandrel,including removal of existing,per City SF 232 v L Standard Plan No. 201 0 U. Construct PCC Curb and Gutter,including removal - 6 of existing,per City Standard Plan No. 200,Type B L1F 206 .� 0 Construct PCC Curb,including removal of existing, 3 7• LF 192 a per City Standard Plan No. 200,Type A 00 v Construct PCC Driveway Approach(Portion), M 8. including removal of existing,per City Standard SF 20 Plan No.203, and as directed by Engineer N 9 Cold Mill 0.15' AC Pavement SF 58,800 U Pavement Repair,including removal and 10. replacement of minimum 0.25' Asphalt Concrete SF 3,000 0 11. Construct Asphalt Concrete Pavement Overlay, TN 685 = Q 0.15' 12.(D) Untreated Base(Patching&Flatwork) TN 20 Thermoplastic Traffic Striping,and Raised a 13.(S) Pavement Markers,Reflectorized,per Caltrans Std. LS 1 N Plans A24C,A24D,A24E&CA MUTCD v w NPDES Requirements,including ECP,per Section co 14.(S) 6-1.03 of these Special Provisions LS 1 15.(S) Construction Surveying LS 1 Q o. Total Bid Schedule No. 1 Bid ti N C d E .0 V RS Q B-2 Packet Pg. 1161 PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 2 46th Street, Mountain View Avenue to Sierra Way (CIP No. SS 12-001) r Plans and Special Provisions No. 12821 0 L CL Item Description [EA Quantity Unit Price($) Item Total{$) o 1 Mobilization 1 ' 2 Traffic Control 1 3 Construct PCC Curb Ramp, Including Removal of 6 Existing, er SPPWC Standard Plan No. 111-5 E 4 Construct PCC Curb and Gutter,Including Removal 277 of Existing,per City Standard Plan No. 200,Type B °- Construct Portion of PCC Cross Gutter with v 1 5. Spandrel,including Removal of Existing,per City SF 388 Standard Plan No.201 U_ 6. Construct PCC Sidewalk,Including Removal of SF 216 Existing,per City Standard Plan No. 202 7. Cold Mill 0.15 AC Pavement SF 23,502 a Pavement Repair, including removal and co Iq 8. SF 5,000 N replacement of minimum 0.25' Asphalt Concrete Construct Asphalt Concrete Pavement Overlay, 270 TN Cn 9. 0.15' �- 10.(D) Untreated Base(Patching&Flatwork) TN 10 v Thermoplastic Traffic Striping,and Raised Zo 1 l.(S) Pavement Markers,Reflectorized,per Caltrans Std. LS 1 m Plans A241),A24E&CA MUTCD a x w NPDES Requirements,including ECP,per Section 12.(S) 6-1.03 of these Special Provisions LS 1 13.(S) Construction Surveying LS 1 °- ti N U W Total Bid Schedule No.2 Bid m 0 a a LO a ti N r C 0 E s a B-3 Packet Pg. 1162 PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 3 48th Street, Electric Avenue to Mountain View Avenue (CIP No. SS 12-002) Plans and Special Provisions No. 12822 r Item Description Unit Quantity Unit Price($) Item Total($) o L 1. Mobilization LS 1 a r- 2, Traffic Control LS 1 m Construct PCC Curb and Gutter, including Removal 3' of Existing,per City Standard Plan No. 200,Type B LF 24 Construct FCC Curb, including Removal of Existing, LF 56 4' per City Standard Plan No.200,Type A Construct PCC Cross Gutter with Spandrels, E 5. including removal of existing,per City Standard Plan SF 294 a No. 201 Construct PCC Curb Ramp, including removal of FA 6 U 6' existing,per SPPWC Standard Plan 111-5 0 Construct PCC Residential Driveway Approach SF 20 0 7' (Portion)per City Standard Plan No.203 a Construct PCC Sidewalk,including removal of 3 8' SF 1,224 existing,per City Standard Plan No.202 Q Cold Mill Wedge Cut,AC Pavement,0'to 0.15' N 9' Depth, Width per Plan SF 2,108 10. Cold Mill AC Pavement,0.15' Depth SF 15,238 Pavement Repair,including removal and >- 11. replacement of minimum 0.25' Asphalt Concrete SF 383 v Remove Existing Asphalt Concrete Structural o 12. Section and construct minimum 0.33' Asphalt SF 905 m Concrete Pavement Q 13. Construct Asphalt Concrete Pavement Overlay,0.15' TN 196 14. Construct Variable Thickness Asphalt Concrete 14 Pavement Overlay,minimum 0.15' thickness a 15. Adjust Existing Water Valve Cover to Grade EA 1 N 16.(D) Untreated Base(Patching&Flatwork) TN 10 w Construct Curb Opening Catch Basin per SPPWC N 17. Standard Plan No. 300-3 EA 1 0 Construct Modified Monolithic Catch Basin 18. Connection per SPPWC Standard Plan No. 308-2 EA 1 a Construct Modified PCC Local Depression per a) 19. SPPWC Standard Plan No. 313-3,Case"C" EA 1 20 Construct Concrete Collar per SPPWC Standard Plan EA 1 No. 380-4 E 21. Furnish and Install 18"RCP,D-1500 LF 32 Ca Construct Junction Structure,Pipe to Pipe,per a 22. EA 1 SPPWC Standard Plan No. 331-3 B-4 Packet Pg. 1163 5.CG.b PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 3,Cont. 48`k' Street,Electric Avenue to Mountain View Avenue(CIP No. SS 12-402) Plans and Special Provisions No. 12822 d 'o L a. Item Description Unit Ouantity Unit Price Item Total $ r- 0 Thermoplastic Traffic Striping,and Raised Pavement 23.(S) Markers,Reflectorized,per Caltrans Std. Plans LS 1 A241),A24E&CA MUTCD 0 24(S) NPDES Requirements, including ECP,per Section 6- LS 1 1.03 of these Special Provisions 25.(S Construction Surveying LS 1 "Total Bid Schedule No.3 Bid a w 0 U- 4- O L 3 Q 00 v N M H N H V d' Z 0 m Q W Q' F-- a ti N U W Cn 0 h H Q' Q a LO rn N T i+ Q� E s U t0 Q B-5 Packet Pg. M4 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($) Item Total($) o a 1 Mobilization LS 1 0 w 2. Traffic Control LS 1 Construct PCC Curb Ramp,including removal of 3. existing,per SPPWC Standard Plan 111-5 EA b 4 Construct PCC Curb and Gutter,Including Removal LF 6 of Existing,per City Standard Plan No. 200,Type B d Construct Portion PCC Cross Gutter,including 5 removal of existing,per City Standard Plan No. 201 SF 60 0. Construct PCC Sidewalk, including removal of 6. per City Standard Plan No, 202 SF 717 U. Construct PCC Residential Driveway Approach c 7. (Portion),including Removal of Existing,per City SF 133 -° Standard Plan No. 203 a Cold Mill Wedge Cut,AC Pavement,0' to 0.15' 8. Depth, 5' Width per Plan SF 13,624 M Cold Mill Wedge Cut,AC Pavement,0' to 0.15' 9. Depth,and 15' Width per Plan SF 1,076 ai Pavement Repair,including removal and SF 10,010 G 10. replacement of minimum 0.25' Asphalt Concrete NT Z 11. Furnish and Install Pavement Reinforcing Fabric SY 5,761 ca m Construct Asphalt Concrete Pavement Overlay, Q 12. 015, TN 590 13. Adjust Existing Utility Frame and Cover to Grade EA 4 14. Adjust Existing Water Valve Cover to Grade EA 7 a N 15.(D) Untreated Base(Patching&Flatwork) TN 30 v W Thermoplastic Traffic Striping,and Raised p Pavement Markers,Reflectorized,per Caltrans Std. ~ 16.(S) plans A20A,A20B,A24C,A24D,A24E&CA LS 1 MUTCD 0. LO NPDES Requirements,including ECP,per Section LS 1 17.(S) 6-1.03 of these Special Provisions N 18.(S) Construction Surveying LS 1 Total Bid Schedule No. 4 Bid $ a B-6 Packet Pg. 1165 SUMMARY OF BID SCHEDULES PLANS AND SPECIAL PROVISIONS NOS. 12795, 12821, 12822& 12823; REHABILITATION OF FOUR CITY STREETS PAVEMENT o a MOUNTAIN VIEW AVENUE, FROM 46TH STREET TO 50TH STREET o Y PLAN NO. 12795 ( SS 04-150 ); f 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 E BELMONT AVENUE,FROM OLIVE AVENUE TO WALNUT STREET a PLAN NO. 12823 ( SS 12-012 ) w U L BIDDER: o (Contractor Name) - 3 TOTAL BID SCHEDULE No. l: $ (FIGURES) a 00 N TOTAL BID SCHEDULE No.2: $ (FIGURES) M. Alm- TOTAL BID SCHEDULE No.3: $ (FIGURES) F U Z TOTAL BID SCHEDULE No. 4: $ (FIGURES) m a x w GRAND TOTAL BID* $ (FIGURES) m a *Grand Total Bid is equal to the total of Bid Schedule No. 1,plus Bid Schedule No.2,plus Bid Schedule No.3, N plus Bid Schedule No. 4. w O H H w a a LO ti N r r.% C d E V !Q r w a B-7 Packet Pg. 1166 BID NOTES: IL 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- o 0 responsive. 0 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 B 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 r Sum item,the unit price shall match the item total price. d E d 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 0., illegible entries, the bidder agrees that the CITY may, if deemed in the public interest, cure the error or entry, v using one of the following methods: o U- Method A. If the sum of the item totals does not equal the total bid, but all item totals correctly o 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. d co Method B. If the sum of the item totals equals the total bid, but the product of a unit price and a N 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. o m a If any person contemplates submission of a bid for the proposed contract and is in doubt as to the true w 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. a ti N Any interpretation or correction of the proposed documents shall be made only by addendum duly 6 issued and copy of such addendum will be faxed, mailed, or delivered to each person of record as receiving a U) set of such documents. The CITY will not be responsible for any other form of explanation or interpretation of o the proposed documents. Any situation not specifically provided for will be determined at the discretion of the City of San d 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. 0 BIDDER declares that this Bid is based upon careful examination of the work site, bid and Contract 0 documents. B a B-8 Packet Pg. 1167 5'CG.b A 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. U d Codes: Units of Measurement: o a (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 a TN Ton d M a (D) Deletable work item; only to be incorporated in the work as provided via written direction from the U L Engineer. o u- w (S)Specialty Bid Item--are bid items that are considered part of the total base bid but are not considered part of the -ea Contractor's obligation to perform at least fifty percent(50%)of the work as specified in Section 2-3.2,"Self 3 Performance,"of the Standard Specifications. a Co (F) final Pay Quantity-are bid items as described in Section 6-1.07 of these Special Provisions. M 0 Cn U Z O 00 a w a N U W O H h a a LO rn ti N r r C d E L U 2 a B-4 Packet Pg. 1168 5.0 _ 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. .0 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. of Contractor, Licensed in accordance with an act providing for the registration o! I'& EXPIRATION LICENSE NO.: CLASSIFICATION: DATE: 4) u � FIRM NAME: a, ',r U BUSINESS ADDRESS: 0 U. 4- 0 L BUSINESS PHONE: FAX: CELL: 3 a 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: N Is Bidder currently a certified DBE? Yes ❑ No [I N Legal Status of Firm 0 NAMES ADDRESS(ES) I' z 0 m a w a! a N SIGNATURE OF BIDDER: Dated: ,20 w Cn 0 o: a a LO a� ti N T .V E V �Q C-1 5,.CG.b BIDDER'S FIRM NAME ACKNOWLEDGEMENT OF ADDENDUMS PLANS & SPECIAL PROVISIONS NOS. 12795,12821, 12822 & 12823 0 L a Addenda issued during the time of bidding shall become a part of the documents furnished to 0 all bidders for the preparation of bids, shall be covered in the bids, and shall be made a part of the Y Contract. Each Bid shall include specific acknowledgement in the space provided of receipt of all ca Addenda issued during the bidding period. Failure to so acknowledge Addenda may result in the Bid being rejected as not responsive. E a BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS: U L 0 ADDENDUM NO. 1 DATE: 4- 0 ADDENDUM NO.2 DATE: 3 Q ADDENDUM NO.3 DATE: co v N ADDENDUM NO.4 DATE: Cn U d' Z O 00 Q x w o. ti N U W N O H a a Ln rn ti N T 0 E V d.. C-2 Packet Pg. 1170 5.CG.b SPECIAL NOTICE r The bidder's attention is directed to the Section entitled, "Required Listing of Proposed o 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 o 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 12 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 a after the time of the bid opening and send copies of the notice to the subcontractors involved. a days aft P U Y p g L 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 3 bid price. Material required for any of the Contract work of this Project that is purchased directly by a the prime Contractor is considered as included in the prime Contractor's 50% requirement. If N 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 v the dollar amount listed for said sub-contractor. U d' Subsection 2-3.2, "Self Performance," of the Standard Specifications, shall be revised as o follows: a z W If the Bid submitted by the Contractor fails to meet at least fifty (50) percent of the amount W. 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 a performing work amounting to less than fifty (50 percent) of the Contracted amount, except for N "Specialty Items," the Contractor will be notified that he or she is in violation of the Contract and N will have that portion subcontracted for which is less than fifty percent (50%) of the amount of work o 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 a by the Contractor. The Contractor will not be penalized by the CITY resulting from Contract Change Orders that increase subcontract items of work. N T .V 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. a Copies of subcontracts shall be available to the Engineer at the time any litigation against the CITY concerning the Project is filed. C-3 Packet Pg. 1171 BIDDER'S FIRM NAME 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 'o 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 t° t Licensed (If Applicable) License#&Class Amount (Including Bid Item Nos.): a� m L E a ._r U L O U. 2. $ L y� Q 00 N M 3. U d. Z O 4. m W a! a 5. $ U W N O H 6. $ a LO ti N r _ d E t IF ADDITIONAL SPACE IS REQUIRED,PLEASE DUPLICATE THIS SHEET DO NOT WRITE ON THE BACK r Q C-4 Packet Pg. 1172 S.GG.b 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) .0 This form is intended to assist the Bidder in verifying its compliance with Subsection 2-3, o "SUBCONTRACTS," of the Standard Specifications and these Special Provisions. r (1) Total Dollar ($) amount of the Work to be performed by Subcontractors: $ (2) Specialty Items (to be performed by Subcontractors): E d Item No. $ CL Item No. $ L Item No. $ - 4- 0 Item No. $ ° 3 Item No. $ a Item No. $ N M Item No. $ Item No. $ ~ Subtotal: $ o m a (3) Net subcontracted amount $ W w (Line 1-Line 2): (4) Contract Price (Grand Total from the Schedule of Prices): N $ U W Cn (5) Contract Price less Specialty Items to be performed by subcontractors: (Line 4-Line 2) $ a a (6) Percentage to be self-performed([Line 5 —Line 3]/Line 5 X 100): LO (by Prime Contractor) % N Y If Line 6 is less than 50%, the amount of work to be self-performed by the Prime Contractor is not E in conformance with Subsection 2-3, "SUBCONTRACTS," of the Standard Specifications and these Special Provisions. a C-5 Packet Pg. 1173 WORKERS' COMPENSATION INSURANCE CERTIFICATION ^ r U d �O L 0. I am aware of the provisions of Section 3700 of the Labor Code requiring 0 I� w 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 E comply with such provisions before commencing the performance of the work a a of this Contract. 0 U- 0 �a L Contractor: a co NAME OF FIRM: 0 BY: i U TITLE: Z O m DATE: _ W a ti N U W N O F- a a LO a� N T i+ c�c C U R a C-6 Packet Pg. 1174; SCG.b (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: o L- a. The undersigned in submitting a bid for performing the following work by Contract, being duly sworn, deposes and c .2 says: B 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 s 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 5- bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed ' with any bidder or anyone else to put in a sham bid,or that anyone shall refrain from bidding; communication, or conference with anyone to fix any overhead, profit, or cost element of the bid price, or of that of any other >, bidder, or to secure any advantage against the public body awarding the Contract on anyone interested in the proposed Contract; or take any action in restraint of free competitive bidding in connection with such Contract; that all statements contained in the bid are true; and further, that the bidder has not, directly or indirectly, t° submitted his or her bid price or any breakdown thereof, or data relative thereto, or paid, and will not pay, any IS fee to any corporation, partnership, company association, organization, bid depository, or to any member or 0- agent thereof to effectuate a collusive or sham bid. Q Co Iq N M_ Firm Name N Signature of Bidder v �r Z 0 m Printed Name and Title `t w a Business Address `1' U W N 0 Place of Residence Subscribed and sworn to(or affirmed)before me this day of ,20 a the above proved to me on the basis of satisfactory evidence to be the person who appeared before me. ti N Signed r Notary Public in and for the County of E State of California. a My Commission expires on , Year C-7 Packet Pg. 1175 x5CG.b FORM OF BID BOND KNOW ALL MEN BY THESE PRESENTS,that we,the undersigned, as Principal,and U d as Surety, are hereby and 13-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 bind ourselves, our heirs, executors, administrators, y 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 E contract in writing,for the ° a a ._r U L (Copy here the exact title description of work, including location, as it appears on the Bid and Contract Document) o v_ 4- for which bids are to be opened on ° (Insert date of opening) 3 NOW, THEREFORE, a 00 a. If said Bid shall be rejected,or in the alternate, M 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) in 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, U It then this obligation shall be void; otherwise,the same shall remain in force and effect; it being expressly understood and agreed zn that the liability of the Surety for any and all claims hereunder shall, in no event,exceed the penal amount of this obligation as m herein stated. Q x w The Surety, for value received,hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Obligee may accept such Bid;and said Surety does hereby waive notice of any such extension. > a ti Signed, this day of 20 C' U IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are LU corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers,the p day and year first mentioned. — o: (SEAL) (SEAL) a Principal Surety LO ti N By: By: Signature Signature E L) Printed Name and Title Printed Name and Title a NOTE:Notarization of Principal and Surety signatures and Power of Attorney of the Surety shall accompany this form. C-8 Packet Pg. 1176 SCG.b k BIDDER'S FIRM NAME MBE/WBE INFORMATION - GOOD FAITH EFFORTS PLANS & SPECIAL PROVISIONS NOS. 12795, 12821,12822 & 12823 a� The City of San Bernardino has established a Minority Business Enterprise (MBE) Goal of 15% and a Women Business 0" Enterprise (WBE) Goal of 5% for this Project. The information provided herein shows that adequate good faith efforts were r- .2 made. Y A. The names and dates of each publication in which a request for MBE/WBE participation for this Project was a placed by the bidder(please attach copies of advertisements or proofs of publication): Publications Dates ofAdvertisement = a� E m ca a. U 0 U- 0 B. The names and dates of written notices sent to certified MBEs/WBEs soliciting bids for this Project and the dates and methods used for following up initial solicitations to determine with certainty whether the a MBEs/WBEs were interested (please attach copies of solicitations, telephone records, fax confirmations, .. 00 etc.): N co Names of MBE/WBE Initial Solicitation Follow Up Methods F Solicited Dates and Dates N U Z O 00 Q w o: a ti N U W C. The items of work which the bidder made available to MBE/WBE firms, including, where appropriate, any Cn breaking down of the Contract work items(including those items normally performed by the bidder with its g- own forces) into economically feasible units to facilitate MBE/WBE participation. It is the bidder's responsibility to demonstrate that sufficient work to facilitate MBE/WBE participation was made available to a MBE/WBE firms. a LO rn r- Items of Work Breakdown of Items N r r _ d E t V f{S Q C-9 Packet Pg. 1177 5CG.b D. The names,addresses and phone numbers of rejected MBE/WBE firms,the reasons for the bidder's rejection of the MBE/WBE, and the firms selected for that work (please attach copies of quotes from the firms involved): d 0 L a Firms Rejected o :c �a d r C 0 E a� CU a ._r U L 0 Firms Selected 4- 0 L '4 3 Q CO N M h Cn U et Z O E. Efforts made to assist interested MBE/WBEs in obtaining bonding, lines of credit or insurance, and any technical assistance or information related to the Plans, Special Provisions and requirements for W the work which was provided to MBE/WBEs: a ti N W N O H H Q a rn ti N T" C d E s Q C-10 Packet Pg. 1178 5.CG.b F. Efforts made to assist interested MBE/WBEs in obtaining necessary equipment, supplies, materials or related assistance or services, excluding supplies and equipment the MBE/WBE subcontractor purchases or leases from the prime contractor or its affiliate: w a� 0 L- 0- 0 c� a.. CO M m _ m m CL G. The names of agencies, organizations or groups contacted to provide assistance in contacting, , recruiting and using certified MBEs/WBE firms (please attach copies of requests to agencies or v organizations, and any responses received,i.e.,lists,Internet page download,etc.): �° 4- Name of' Method/Date Results ° Agency/Organization of Contact of Contact 3 a 00 N M h H U Z O m Q x w W H. Any additional data to support a demonstration of good faith efforts ( use additional sheets if necessary): a N U N O I � a� N T _ cd C V C-11 Packet Pg. 1179' BIDDER'S FIRM NAME REFERENCES FOR WORK PER BID SCHEDULES NOS. 1, 2, 3 & 4 PLANS & SPECIAL PROVISIONS NOS. 12795,12821,12822 & 12823 0 a c Date: The following are the names,addresses,and phone numbers for three public agencies for which BIDDER has s performed similar work within the past two years: c Public Agency's Contract Name,Title E Name&Address Type of Project Contract Amount Date Completed &Phone Number n. a 1. $ v 0 U- 4- 0 L Q CO N M F- 2. $ F— U Z O 00 Q W o: H CL N 3. $ w U) O H H f � Q to a� N T d.+ E V C-12 'r i Packet Pg. 1180 5.CG.b PART II U d 0 L- 0- C 0 SPECIAL PROVISIONS Y E a Y U L 0 u. It- 0 L a co ItT N M h U Z O m a x w c. ti N U W N O H N Q n. LO a� N r Y U a Packet Pg. 1181 S.CG.b SPECIAL PROVISIONS INSTRUCTIONS TO BIDDERS U d O L- 0- SECTION I o r 1-1 SPECIFICATIONS AND PLANS o: d E 1-1.01 GENERAL -- The work embodied herein shall be done in accordance with a 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. o L } Q 1-1.02 DEFINITIONS -- Whenever in the Standard Specifications the following co terms are used, they shall be understood to mean and refer to the following: M Agency - The City of San Bernardino, or CITY. U Board - The Mayor and Common Council Z for the City of San Bernardino. m a x City Engineer - The City Engineer for the City of San Bernardino. Laboratory - The laboratory to be designated by a the City of San Bernardino to test materials N and work involved in the Contract. w 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 a the Office of the City Engineer, Public Works Department, y N located on the 3 floor of City Hall for the City of San Bernardino, 300 N. "D" Street, San Bernardino. E U Q SP-1 Packet Pg. 1182 5.CG.b The mailing address for the City of San Bernardino's Public Works Department is: U City of San Bernardino 0 Public Works Department IL 300 North"D" Street, 3 rd Floor o San Bernardino, CA 92418-0001 B 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 E Bernardino's City Engineer, registered as a Civil Engineer in a the State of California. _ U L Notice Advertising for Bids - Notice Inviting Sealed Bids. U- 4- 0 Standard Specifications - Standard Specifications for Public Works Construction "Green Book". a 00 Other terms appearing in the Standard Specifications, and these Special Provisions, shall M have the intent and meaning specified in Section 1-2, "TERMS AND DEFINITIONS, in the ,. m Standard Specifications. �- U d' Z 1-1.03 STANDARD SPECIFICATIONS - The Standard Specifications for the 0 m 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 U, Standards,Incorporated, a mutual benefit corporation comprised of five members representing the American Public Works Association, and four members from the Associated General Contractors a of California, the Engineering Contractors Association, the Southern California Contractors N Association, and BNi Publications, Incorporated. w cn 0 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. a a Only those Sections requiring amendment or elaboration or specifying options are called N out. d 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. a SP-2 Packet Pg. 1183 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. 0 Where the Plans or Special Provisions describe portions of the work in general terms, but a" not in complete detail, it is understood that the item is to be furnished and installed complete and c2 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. E a. 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 0" editions or current versions of the Standard Specifications for Public Works Construction (Green :03 U- Book), the American Concrete Institute (ACI), the California Building Code, the California 4o- Plumbing Code, the CALTRANS Standard Plans, the CALTRANS Standard Specifications, and these Special Provisions. 00 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". z 1-1.04 TAXES -- No mention shall be made in the proposal of Sales Tax, Use 0 M Tax, or any tax, as all amounts bid will be deemed and held to include any such taxes, which may < X UJ be applicable. 1-1.05 INTERPRETATION OF PLANS AND DOCUMENTS -- If any person N contemplates submission of a Bid for the proposed Contract and is in doubt as to the true meaning 6 UJ of any part of the services to be performed,they may submit a written request for an interpretation w 0 or correction thereof. The person submitting the request will be responsible for its prompt delivery by 5:00 p.m. of the 5'h working day prior to the day of the proposed Bid opening. Any interpretation or correction o e propose ocume s s a e ma e on y by Addendum duly issued and copy of such Addendum will be faxed, emailed, mailed or delivered V- to each person of record as receiving a set of such documents. The CITY will not be responsible E for any other form of explanation or interpretation of the proposed documents. SP-3 Packet Pg. 1184 5CG.b " 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 o considered in the Bid and said addenda shall be made a part of the Contract Documents and shall a`. be returned with them. Failure to cover in a Bid any such addenda issued may render the Bid o irregular and may result in its rejection by the CITY. r 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 E Award of Contract. The Contractor shall obtain all additional sets at its own cost. a U L 0 U. O CU 3 Q 00 N M F- U Z O 00 Q x W a ti N U W N O H H a a LO ti N V- +j C E L V R w Q SP-4 Packet Pg. 1185 SECTION 2 2-1 BID RE UIREMENTS AND CONDITIONS r 0 L a 2-1.01 GENERAL -- Bids must submitted on the bid form contained herein. All o 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 s 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 d the date of the CITY's Notice of Award letter, the Bidder shall be considered as not fully a 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 of the bid shall be aid to the CITY as liquidated o guarantee of 10/o q the bidder agree that the bid u p g g -� p 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 a 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. Z 0 m 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 a Standard Operation Procedures dated January 1994. N U W Bidder's outreach efforts (good faith efforts) must reach out to MBEs, WBEs and all other o 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. a n. Bidders shall make every reasonable effort to solicit bids from MBE/WBEs. N T A justification shall be provided to support the rejection of any bid from a minority or women's business enterprise, certified by CALTRANS. 2 a SP-5 Packet Pg. 1186, 5.CG.b 2-1.03 MINORITY WOMEN AND OTHER BUSINESS ENTERPRISES AND L 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 o CITY in implementing this policy by taking all reasonable steps to ensure that all available a business enterprises, including local MBEs and WBEs, have an equal opportunity to compete for o 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 d Contract will be awarded. The CITY may waive this requirement if the bidder a certifies it is informed as to those Project requirements. U L (2) The bidder identified and selected specific items of the Project for which the �° jContract will be awarded to be performed by sub-contractors to provide an o opportunity for participation by MBEs, WBEs and other business enterprises. The cc bidder shall, when economically feasible, divide total Contract requirements into a small portions or quantities to permit maximum participation of MBEs, WBEs and 00 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 5 newspapers, trade association publications, minority or trade oriented publications, Z trade journals, or other media specified by the CITY. m a x (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 a than ten calendar days* prior to the date the bids were required to be submitted. In N all instances, the bidder must document that invitations for sub-contracting bids w were sent to available MBEs, WBEs and other business enterprises for each item o of work to be performed. ~ Certified minority (MBE/WBE) subcontractors and material suppliers for the San a Bernardino area located in CALTRANS District 8 are listed on the California ti Unified Certification Program (CUCP) DBE Directory and can be obtained by r accessing the directory on the California Department of Transportation DBE website at http://www.dot.ca.govlhglbep/find certified.htm r a SP-6 Packet Pg.1187 5CG.b (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. d 0 (6) The bidder provided interested enterprises with information about the Plans, a Special Provisions and requirements for the selected sub-contracting work. o (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. E d (8) The bidder negotiated in good faith with interested MBEs, WBEs and other a business enterprises and did not unjustifiably reject as unsatisfactory bids prepared by any enterprises, as determined by the CITY. As documentation the bidder must L submit a list of all sub-bidders for each item of work solicited, including dollar �° 'i amounts of potential work for MBEs, WBEs and other business enterprises. o (9) The bidder documented efforts to advise and assist interested MBEs, WBEs and a other business enterprises in obtaining bonds, lines of credit, or insurance required 00 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 Z of the indicia of good faith as set forth above. m LU a 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 a prior to the award of the Contract, afford the bidder the opportunity to present evidence to the N Mayor and Common Council in a public hearing of the bidders' good faith efforts in making its w outreach. In no case should the CITY award away pursuant to this program if the bidder makes a o 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 na_ 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. E 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 a policy. SP-7 Packet Pg. 1188 5`CG.b 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 o opening. *In the of case short bid opening periods, proof of faxes requesting MBE, WBE at participation and faxed requests for assistance in recruitment of MBEs and WBEs shall suffice. o 2-1.05 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS -- Each 5 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 d $10,000.00, whichever is greater, in accordance with the Subletting and Subcontracting Fair a Practices Act, commencing with Section 4100 of the Public Contract Code. The bidder's r 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 a Documents, in Part I of these Special Provisions. N u _ I- 2 1.06 REQUIRED EXAMINATION OF ALL CONTRACT DOCUMENTS � U A. Before submitting a Bid, each Bidder shall thoroughly examine and be Z familiar with the Special Provisions, Plans, addenda, and all other Contract m Documents. The submission of a Bid shall constitute an acknowledgement = upon which the CITY may rely that the Bidder has thoroughly examined W and is familiar with all the Contract Documents. a B. The failure or neglect of a Bidder to receive or examine any of the Contract N Documents shall in no way relieve that Bidder from any obligation with w respect to its Bid or to the Contract. No claim for additional compensation o will be allowed which is based upon a lack of knowledge of the Contract Documents. ~ LO a a 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. E D. No Bidder shall at any time after submission of a bid make any claim or 2 assertion that there was any misunderstanding or lack of information a regarding the nature or amount of work necessary for the satisfactory completion of the job. SP-8 Packet Pg. 1189 5CG.6 ' 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 o prefer, of the location of the proposed work, and of the actual conditions, a including subsurface of, and at, the site of the proposed work. o W 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. E C. Submission of a Bid by the Bidder shall constitute conclusive evidence a that, if awarded the Contract, it has relied and is relying on its own examination of the following: 0 U- 1. The site of the proposed work. o 3 I 2. Access to the site. a CO 3. All other data and matter requisite to the fulfillment of the work. M 4. The Bidder's own knowledge of existing facilities on and in the � vicinity of the site of the proposed work under the Contract. z 5. The conditions to be encountered. 0 m a 6. The character, quality, scope and complexity of the proposed work. 7. The quality and quantity of the materials to be furnished. > a ti N 8. The requirements of the Special Provisions, Plans, any Addenda, or w any other Contract Documents. Cn 0 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 a LO extent such independent investigation of site conditions is deemed necessary or desirable by the Bidder. E M U a SP-9 Packet Pg. 1190 5CG.b 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 o either. An affiliate is a firm which is subject to the control of the same persons, through joint a ownership or otherwise. Y 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 G and hour stipulated in a signed addenda to the Special Provisions. The withdrawal of a bid will a not prejudice the right of the Bidder to submit a new bid, providing there is time to do so. Bids y may not be withdrawn after said bid opening hour without forfeiture of the bidder's bid guarantee. 0 U- 0 r 2-1.10 IRREGULAR BIDS -- Unauthorized conditions, limitations, or provisions w attached to a bid will render it irregular and may cause its rejection. The completed bid forms a shall be without interlineations, alterations, or erasures. No oral, telegraphic, or telephonic bid, modification, or withdrawal will be considered. M 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 Z included in the Project by reference, the City accepts no liability for its recommendations. m a w a r N U W N 0 H H 0' Q a a) r- C14 T i+ E V Y i.. Q SP-10 Packet Pg. 1191 5.CG.b SECTION 3 3-1 AWARD AND EXECUTION OF CONTRACT 0 L a 3-1.01 GENERAL -- The award of the Contract, if it be awarded, will be to the o lowest responsible bidder whose bid complies with all the requirements prescribed. The award of Y 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 d within the prescribed time shall constitute good and sufficient grounds for rescission of the award a and payment of 10% of the bid to the CITY as liquidated damages. U L 0 UL 3-1.02 AWARD OF CONTRACT -- Following a review of the bids, the CITY o shall determine whether to award the Contract or to reject all bids. The award of Contract, if cc made, will be to the lowest responsible Bidder as determined solely by the CITY. Additionally, a 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 '>n- 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, Z together with any attachments. The Bidder to whom the Contract is awarded shall be notified 0 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 a. award be made until all necessary investigations are made as to the responsibility and N qualifications of the Bidder to whom the award is contemplated. w cn 0 q F- 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 a 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 r 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 a o Performance Bonds equal to 100% of the award amount of the Contract. SP-11 I Packet Pg. 1192 5CG.b 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 o L so, may also submit a formal bid as a prime contractor. a. r- 2 No Contract will be executed unless the Bidder is licensed in accordance with the w 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 E Special Provisions. . a 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 o Notice to Proceed, and such delay will subject the bidder to a negative determination of the 3 bidder's responsibility should the bidder choose to participate in future public works bid offerings. a 00 �r N M H U Z O m a w a ti N U W N O LO t- a a rn N r C d E V R Q a E SP-12 Packet Pg. 1193 S.CG.b SECTION 4 4-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES d 0 L a c 0 w 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. E d 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 L Common Council. The Contractor shall, at the time of the notification of award, inform the LL Construction/Survey Manager of any special circumstances or conditions that might prohibit the o Contractor from attending a Pre-Construction Meeting during this period, or from commencing work as scheduled. 3 co a In respect to work performed under the Contract, Subsection 6-1, "CONSTRUCTION ' SCHEDULE AND COMMENCEMENT OF THE WORK," of the Standard Specifications, shall ,. Cn be deemed revised to include as follows: U The Contractor's representative and the Contractor's principal [$10,000 of Z work and above of the Contract work]subcontractors shall attend the City's m 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. a ti N In respect to work performed under the Contract, the first sentence of the first paragraph of w Subsection 6-1, "CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK," o of the Standard Specifications, shall be deemed revised to read as follows: The Contractor shall submit a proposed construction schedule (Gantt Chart) for a LO 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 a 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 Packet Pg. 1194' 5CG.b , 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 o the Contractor from providing all required documentation and commencing work as scheduled a within 10 working days of the Pre-Construction meeting. 0 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 v 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 OE equipment indicating that all orders have been placed and acknowledged and setting forth the a dates that each item will be delivered. The schedule shall be in the form of a tabulation, chart or r graph. L 0 U_ 0 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 Q co Forty (40) WORKING DAYS from the date of the"NOTICE TO PROCEED". `n U Z 4-1.05 PERMITS AND LICENSES -- Prior to issuance of a "Notice to Proceed", o Contractor and its subcontractors shall obtain a CITY Business Registration from the City Clerk's Office, San Bernardino City Hall, 300 North"D" Street, 2°j Floor, San Bernardino, CA 92418. a 4-1.06 LIQUIDATED DAMAGES -- The Contractor shall pay to the City of San N Bernardino the sum of One Thousand Five Hundred Dollars ($1,500.00) per day for each w calendar day's delay in finishing the work in excess of the number of working days prescribed o above. In case all the work called for is not completed in all parts and requirements within the a 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 0 due to such causes provided that the Contractor shall, within ten (10) days from the beginning of a 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 I Packet Pg. 1195 5CG.b 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 o pending receipt of any outstanding reports. Section 6-7.3, "Contract Time Accounting,_" of the a. Standardecif cations is superseded b these Special Provisions. The Engineer or designee o will make a daily determination of each working day to be charged against the Contract time. Per y the Contractor's written request, the Engineer will provide working and non-working days to the Contractor. w E 4-1.08 INSPECTION -- The Contractor is responsible to notify the Public Works a Department's Inspection Office 48 hours prior to the start of any work. Any work performed w j 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 o grouting and any other inspection. 3 Q For inspection after regular working hours, see Section 6-1.06, "HOLIDAYS, WORKING DAYS AND HOURS," of these Special Provisions. Cn U v Z O m Q x W a ti N U W N O F- H Q a LO N T W c� G V Q SP-15 Packet Pg. 1196 5CG.b SECTION 5 5-1 LEGAL REQUIREMENTS r 2 0 CL 5-1.01 INSURANCE REQUIREMENTS -- The Contractor shall procure and o 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 E of San Bernardino, the State of California, and/or any incorporated city from all claims or suits a for damages arising from the prosecution of the Contract work, as more fully described in w Subsection 5-1.07, "CONTRACTOR'S LIABILITY," of these Special Provisions. Z 0 w The Contractor agrees to protect, defend and indemnify the City of San Bernardino against o 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 a out of or in consequence of the performance of all or any operations covered by the Certificate of W- Insurance. The Contractor, at its option, may include such coverage under Public Liability v coverage. N U 5-1.02 LIABILITY INSURANCE -- The Contractor's attention is directed to Z Section 7-3, "Liability Insurance", of the Standard Specifications, providing that the Contractor m 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 U, 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 a signed by the broker, unless they have Power of Attorney to bind the insurance provider. (See N attached sample forms.) w O Contractor shall maintain minimum limits of insurance no less than: - 1. General Liabili : $1,000,000.00 per occurrence and $2,000,000.00 a aggregate for bodily injury, personal injury and o CM property damage. Commercial General Liability Insurance or other form with a general aggregate limit shall apply separately to this Project/location; s a SP-16 Packet Pg. 1197 S:CG.b 2. Products/Completed Operations: $1,000,000.00 per occurrence and $2,000,000.00 aggregate; w 3. Automobile Liability: $1,000,000.00 per accident for bodily injury D and property damage; a. 0 4. Employer's Liability: $1,000,000.00 per accident for bodily injury or illness; d 5. Course of Construction: Completed value of the Project. E M a. 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. 0 3 Q 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 Z first advertisement by the City Clerk of the "Notice Inviting Sealed Bids". m a x 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. a ti N U W 5-1.05 PAYROLL RECORDS -- The Contractor's attention is directed to the o following provisions of Labor Code Section 1776. The Contractor shall be responsible for the compliance with these provisions by his subcontractors. a a (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 0 by him or her in connection with public work. a SP-17 Packet Pg. 1198- (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: r (1) A certified copy of an employee's payroll record shall be made available for o 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 E subdivision (a) on a timely basis shall constitute good and sufficient reason for a withholding the partial payments for work accomplished. U L ° U- 5-1.06 EMPLOYMENT OF APPRENTICES -- This Project is subject to the State o of California Division of Apprenticeship Standards (DAS) requirements for the employment of apprentices. a 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 v of Section 1777.5 shall, within five days of the award, send a copy of the award to the Z Division of Apprenticeship Standards. When specifically requested by a local joint m apprenticeship committee, the division shall notify the local joint apprenticeship = committee regarding all such awards applicable to the joint apprenticeship committee making the request. a Additional information regarding the Contractor's options for the employment of N apprentices registered with the California Department of Industrial Relations, DAS can be w obtained at http://www.dir.cmgovIDASIPublicWorksForms.htm. o 5-1.07 CONTRACTOR'S LIABILITY -- The City of San Bernardino, the Mayor d 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 E 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 a 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 1 Packet Pg. 1199 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. o L a. The Contractor shall be responsible for any injury to any person or damage to property 2 resulting from any defects or obstruction occurring any time before Project completion and final r acceptance, and shall indemnify and save harmless the City of San Bernardino, the Mayor and I 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 E in consequence of any negligence in guarding the same, in improper materials used in its a 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 o or claims for damages aforesaid. If, in the opinion of the Engineer, the precautions taken by the Contractor are not safe or a adequate at any time during the life of the Contract, the Engineer may order the Contractor to take C'O' 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 It safety. z m a 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 a materially from those ordinarily encountered and generally recognized as inherent in the work N provided for in the Contract, are encountered at the site, the party discovering such conditions W shall promptly notify the other party in writing of the specific differing conditions before they are to 0 disturbed and before the affected work is performed. ~ Upon written notification, the Engineer will investigate the conditions, and if the Engineer a determines that the conditions materially differ and cause an increase or decrease in the cost or ti time required for the performance of any work under the Contract, an adjustment, excluding loss T 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 U Contract is warranted. Q SP-19 Packet Pg. 1200 5:CG.b No Contract adjustment which results in a benefit to the Contractor will be allowed unless the Contractor has provided the required written notice. r No Contract adjustment will be allowed under the provisions specified in this section for d 0 any effects caused on unchanged work. a. 0 Any Contract adjustment warranted due to differing site conditions will be made in r accordance with the provisions in Section 3-4, "CHANGED CONDITIONS," of the Standard Qu Specifications. E 5-1.09 ATTORNEY'S FEES AND ARBITRATION -- The prevailing parry 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 LL his office, in connection with that action, shall be considered as attorney's fees for the purposes of o this Agreement. CALTRANS Standard Specifications Section 9-1.10 regarding Binding Arbitration is hereby specifically excluded from this Contract. a 00 N M 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 U Municipal Code, and any and all other licenses, permits, qualifications, insurance and approvals Z of whatever nature that are legally required of contractor/consultant/vendor to practice its m profession, skill or business. Contractor shall obtain a City of San Bernardino Business = Registration at his/her own expense. W a ti N U W O H Q a Ln CD ti N T f+ E V 2 r w Q SP-20 Packet Pg. 1201 ACORD FORM INSURANCE SAMPLE: ACCORD CERTIFICATE OF INSURANCE nATK(M oo100/00) ooroo PRODUCER THIS CERTIFICATE ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, v COMMERCIAL ASSOCIATES INS.,INC. THIS CERTIFICATE DOES NOT AMEND,EXTEND, OR ALTER W 1226 EAST LA PALMA AVENUE THE COVERAGE AFFORDED BY THE POLICIES BELOW. 0 ANAHEIM, CA 92807 COMPANIES AFFORDING COVERAGE d (714)524-4949 FAX: (7145)524-4940 COMPANY 0 A CNA-TRANS CONTINENTAL INSURED COMPANY B CNA—VALLEY FORGE YOUR COMPANY NAME COMPANY AND ADDRESS C CHUBB GROUP—FEDERAL INSURANCE COMPANY D E m COVERAGES 1100 is TO C`ERTiFY THAT THE POLICIES OF INSURANCE LISTS BELOW HAVE BEEN ISSUED TO TIN:DISURBp NAMED ABOVB FOR THE POLICY PERIOD INDICA7l0 NOTWTIFi$TANpB4O ANY REQUIREMENT lC TERM,OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBEC CL HERBINIS$UBJECTTOALL' iE TiXCI.USlONSANDCONDITIONSOFSUCHPOLICM.LIMISSSHOWN.MAYHAYEBEP.ttRF.DUCEDBYPAtD-4AIM S � CO TYFE OF INSURANCE POLICY POLICY EFFECTIVE POLICY EXPIR LIMITS (� LTR NUMBER DATE(MM/YYIDD) DATF.(MM/YYfDD) L '! GENERAL LIABILITY EA£H OCCIBtRENCE $1,000000 3 X 0 _ LL FIRE DAMAGE(ANY ONE FIRE) O X COMMERCIAL GEN LIABILITY S 300,000 � A CLAINIS MADE OCCUR L MED EJIP ANY ONE PERSON - S %000 X OWNER'S&CONTRACT'OR'S PROT 10226757E 02/Oli9R 02!01/49 PERSONAL&ADY INJURY .51000 000 Q ..- ..... GENERALAGREGATE 52000000 00 IT - PRODUCTS-COMPIOPAGG 12000000 N M AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1.000,000 F BODH.Y INJURY � X AUTO PerPersoo 1 �- H ALL OWNED AUTOS BODILY INJURY (� B Per idenl 3 HAP 5197135 02t01/98 01!01/99 SCHEDULED AUTOS TY DAMAGE Z acidenl) $ 0 m HIREDAUTOS _ NON-OWNED AUTOS Ul N GARAGE LIABILITY $ 'O ONLY-EACH ACCIDENT , o9xr thaa auto only. EACH ACCIDENT a ANY AUTO $ ' ..----'--'..._..-.—.... other than auto only: ti AGGREGATE $ N WORKERS COMPENSATION AND X WORKERS COMP () EMPLOYER'S LIABILITY STATUTORY LIMITS _„- w EI-FACHACCIDENT $1,000,000 Cl) C 0 S 1'210'!94 $1,000000 THE PROPRHIETOR/ INCL E.L.DISEASE-EA EMPLOYER PARTNERSIEXECUTIVE I $1,000,000 OFFICERS ARE: EXCL EL.DISEASE-POLICY LIMIT a OTHER a DESCRIPTION OF OPERATIONSILOCATIONS MUICLES/SPECIAL ITEMS L0 JOB LOCATION: ALL CALIFORNIA OPERATIONS OF THE NAMED INSURED ti RE: (INSERTPROJECT NAME) BELOW NAMES AS ADDITIONAL INSURED WITH RESPECT TO GENERAL LIABILITY AS REQUIRED BY PROJECT CONTRACT T" CERTIFICATE HOLDER CANCELIA'IION r.+ C SHOULD ANY OF 7FBi AHOVE DESCRIBED POLICIES BE CANCF.11,111)BEFORE THE EXPIRATION DATE THBREOF,'DO:TSSUEIN 4)TIE,CITY OF SAN BERNARDINO COMPANYWILLMAIL DAYS WRITTEN NOTICETO THE CERT IFICATE.HOLDER NAMES TO THE LEFT. E DEPARTMENT OF PUBLIC WORKS AUMORIZEDREPRESENI'ATIVE 300 N. "D" STREET, 3RD FLOOR JOHN E.SMITH (Signature) v to SAN BERNARDINO,CA 92418-0001 a ACCORD 25-S .05 DACCOR------ RAT[ON SP-21 Packet Pg. 1202 5 COMMERCIAL GENERAL LIABILITY NAMED INSURED: 0 L POLICY NUMBER: n- _ THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY Y ADDITIONAL INSURED ------ OWNERS, LESSEES OR CONTRACTORS (FORM B ) This endorsement modifies insurance provided under the following: E COMMERCIAL GENERAL LIABILITY COVERAGE PART-OCCURRENCE a a U SCHEDULE o U_ 4- 0 NAME OF PERSON OR ORGANIZATION: 3 a CITY OF SAN BERNARDINO 00 DEPARTMENT OF PUBLIC WORKS N 300 NORTH"D" STREET,3RD FLOOR v SAN BERNARDINO,CA 92418-0001 UNFLE ONLY U Z 0 m (If no entry appears above, information required to complete this endorsement will be shown in the Declarations w 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 a Schedule,but only with respect to liability arising out of"your work" for that insured by or for you. N U W NOTE: MUST BE SIGNED BYAUTHORIZED REPRESENTATIVE FOR PROVIDER O SUPPLY POWER OFATTORNEY GIVING A UTHORITY TO BIND — a a LO as ti CG 20 10 11 85 N Authorized Representative for CNA Insurance Group Q Golden Eagle Insurance Company a SP-22 Packet Pg.1203 5sCG.b SECTION 6 6-1 GENERAL d O L a 6-1.01 INCREASED OR DECREASED QUANTITIES -- If the total pay quantity o of any item of work subject to the provisions in Section 3-2.2, "Contract Unit Prices," of the w Standard Specifications, varies by more than 25 percent, compensation payable to the Contractor s will be determined in accordance with Section 3-2.2.1, "General," of the Standard Specifications and these Special Provisions. (D d E When the compensation payable for the number of units of an item of work performed in a 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 io Contractor's request shall be accompanied by adequate, detailed data to support costs of the item. o cc Should the total pay quantity of any item of work required under the Contract be less than a 75 percent of the Engineer's Estimate, therefor, the Engineer reserves the right to make no N 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 Cn data to support costs of the item. U �t The payment of the total pay quantity of such item of work will in no case exceed the o payment which would be made for the performance of 75 percent of the Engineer's Estimate of CO the quantity at the original Contract unit price. w 6-1.02 SOUND CONTROL REQUIREMENTS -- Sound control shall comply a with Chapter 8.54 of the City of San Bernardino Municipal Code and these Special Provisions. N 6 w CO The noise level from the Contractor's operations between the hours of 9:00 p.m. and 6:00 0 a.m. shall not exceed 86 dbA at the distance of 50 feet. This requirement in no way relieves the t Contractor from responsibility for complying with local ordinances regulating noise levels a n. LO Said noise level requirements shall apply to all equipment on the job or related to the job, N including but not limited to trucks, transit mixers or transient equipment that may or may not be r 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. 2 a SP-23 Packet Pg. 1204 5CG.b 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 o materials or pollutants from entering CITY or County of San Bernardino's storm drain systems. a 0 0 6-1.03.b CONSTRUCTION-RELATED DEWATERING & DE MINIMUS 5m 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 d 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: �0 � o lit!p://www.waterboai-ds.ca.gov/santaan,i/bo,ird -0 L t wdr.pdf 0 - 3 Q 00 v 6-1.03c MUNICIPAL NPDES PERMIT -- The CITY is subject to Municipal M NPDES Permit No. CAS618036, Order No. R8-2010-0036, for San Bernardino County, from the ,_ California Region al Water Quality Control Board Santa Ana Region, which authorizes the discharge of storm water from its municipal separate storm sewer system (MS4). The MS4 U Permit requires the CITY to prepare and update a Stormwater Program Local Implementation Z Plan (LIP) which details how compliance with requirements of the MS4 Permits will be m 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: a httU:itwww swrcb cav/sntaana/baard decisions/adopted arderstorders/2010/10 036 SBC MS4 Permit 01 2 N 9 1 O.pdf 6 w O H 6-1.03d WATER QUALITY ORDER NO. 2009-0009-DWQ (CONSTRUCTION GENERAL PERMIT) -- the State Water Resources Control Board adopted Order No. 2012-006- a DWQ (Waste Discharge Requirements for Discharges of Storm Water Runoff Associated with Ln Construction Activities and Land Disturbance Activities). Effective July 1, 2010, all dischargers N (construction sites where calculated soil disturbance totals 1 acre or more) are required to obtain coverage and comply with this Construction General Permit(CGP). s A copy of this permit, related documents/ attachments and subsequent amendment may be a found on the internet at: httv://www.waterboards.ca.izov/board decisions/adopted orders/water qua1ity/2012/wao2012 006dw%pdf SP-24 I Packet Pg. 1205 5.CG.b The Contractor is hereby directed to read and understand all the requirements o Permit as they relate to this Project. t 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 o complete PRD submittal, the Engineer will electronically submit these documents through the a Stormwater Multi-Application, Reporting and Tracking System (SMARTS) to the State Water o Resources Control Board(SWRCB)to obtain coverage under the CGP. Y 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 E streets in this Contract. At the Contractor's option, one ECP may be prepared that covers all four a streets, or, one may be prepared for each individual street. U L The ECP must include the information needed to demonstrate compliance with all the requirements of the CGP, for review and acceptance by the CITY. o L NO CONSTRUCTION ACTIVITY CAN BE ALLOWED UNTIL THE CITY HAS a co APPROVED THE ECP. N M The Contractor must amend the ECP as needed during the course of work to reflect actual j-: Cn construction progress and construction practices. r U Contractor must be on site to observe BMP installation and approve of all ECP Z implementation, and during all required NPDES inspections (weekly, rain events, and quarterly m 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 a submit them to the Engineer. All work on the Project may be stopped at the Engineer's discretion N if corrective action is not taken within a timely manner. Any cost/delays incurred due to stopped w work will be solely borne by the Contractor. o 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 a LO he has read and understands the requirements of the CGP. N r Contractor is hereby notified that specific construction practices in Sections 7-8, "WORK SITE MAINTENANCE," and 7-10, "PUBLIC CONVIENENCE AND SAFETY," of the E Standard Specifications, are considered to be Best Management Practices. Applicable construction practices in the Standard Specifications shall be incorporated into the ECP. Full a 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 Packet Pg. 1206 �••, 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. o L a. j The Contractor shall submit the first version of the complete ECP in electronic format with o Y one (1) hard copy in a three (3) ring binder, with separators and tabs to the Engineer for review r 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. E a. 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. U_ 4- 0 The Contractor shall implement, maintain, and amend the ECP as needed during the course of work to reflect actual construction progress and construction practices. a 00 The Contractor shall be responsible for and shall submit to the Engineer copies of all M Contractor generated ECP documents, including all sampling test results, inspection reports, Rain F Event Action Plans (REAP), annual orts, al re and other time sensitive documents involving monitoring data. Such documentation shall be provided as soon as the information is made U available and shall be provided within twenty-four (24) hours when requested by the Engineer. Z The Contractor shall be required to produce such data and documentation at the Project site on m demand if so requested by Santa Ana Regional Water Quality Control Board Staff during a site = w inspection. The Contractor shall comply with all the requirements identified in the CGP. Non- a adherence with the requirements identified in the CGP may constitute a violation of the Clean N Water Act and the Porter-Cologne Water Quality Control Act and may be grounds for w enforcement action by the RWQCB. Any fines incurred by the CITY due to the Contractor's lack o 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. a a 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: r 1. Develop an ECP to conform to the Contractor's actual construction practices; E 2. Administer, implement, maintain, and ensure adequate functioning of the various water r quality control measures identified within the ECP during construction. a 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 Packet Pg. 1207 4. Provide and maintain all documentation (at the jobsite) and administration for the 5 CG.b 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 o shown or identified in the ECP which may be required to comply with the requirements of a the CGP or when requested by the Engineer 0 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. E 6-1.04 PERMITS AND LICENSES -- The Contractor shall pay for and obtain a City Business Registration prior to the execution of the Contract. Contractor shall obtain a City Y of San Bernardino Business Registration at his/her own expense. 0 U- Prior to the commencement of work, the Contractor shall obtain a construction permit at 0 no cost from the City of San Bernardino, Public Works Department, located at San Bernardino City Hall, 300 North "D" Street, 3rd Floor, San Bernardino, California. The permit shall be kept a 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). Cn 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 Z Development, Building and Safety Division, the Public Works Department, Street Division, any o 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 uJ the Plans and these Special Provisions. These fees and permits shall include water and sewer hook-up, meter, inspection and flagging fees. > a ti N 6-1.05 EXTRA WORK AND MARKUP -- Any Extra Work done shall conform w to the provisions of Section 3-3, "EXTRA WORK," of the Standard Specifications, subject to the o 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," a latest Edition, unless the Extra Work is done for a negotiated price. ti N T 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: E U R 1) Labor 20 Q 2) Material 15 3) Equipment Rental 15 4) Other items and Expenditures 15 Sp-27 Packet Pg. 1208 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. r B. Work by Subcontractor When all or any part of the Extra Work is o 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 o 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. w { E 6-1.06 HOLIDAYS WORKING DAYS AND HOURS -- The Contractor's a 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 LL persons or property. No traveled lane shall be closed during rush hour (7:00 a.m. to 8:30 a.m. o and 4:30 p.m.to 6:00 p.m.), unless approved by the Engineer. 3 a The Contractor shall coordinate inspections with the Public Works Inspector 48 CO 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 o at overtime rates, including benefits, overhead and travel time. °D a W 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 25"' and the working day preceding or a 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 ul legal holiday. When a designated legal holiday falls on a Saturday, the preceding Friday shall be o designated a legal holiday. a a LO a> 6-1.07 PAYMENTS -- Attention is directed to Sections 9-3, "PAYMENT," and 9- N 3.2, "Partial and Final Payment," of the Standard Specifications and these Special Provisions. E No partial payment will be made for any materials which are furnished, but not 0 incorporated into the work. a To Section 9-3.2, "Partial and Final Payment," of the Standard Specifications, add the following: SP-28 Packet Pg. 1209' 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 o quantity of that item of work, the final pay quantity for the item will be revised in the a amount represented by the changes in the dimensions. If a final pay item is eliminated, the o estimated quantity for the item will also be eliminated. If a portion of the final pay item is r 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 E "BID FORM," Section of these Special Provisions, shall be considered as approximate a 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 s estimated quantity. No allowance will be made in the event that the quantity based on o computations does not equal the estimated quantity. o L CU The Contractor shall submit "As Built" Project drawings to the Engineer prior to the a release of final payment and/or bonds. co N M ® _ H 6 1.08 PROJECT APPEARANCE -- The Contractor shall maintain a neat appearance to the work including use of street sweeping. z In any area visible to the public,the following shall apply: ° m a 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 a otherwise specified. N U W The Contractor is encouraged to recycle all materials. The Contractor shall provide the o CITY all documents as to the weight of materials removed during excavations in accordance with the requirements of AB939. a a. 6-1.09 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL -- r 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. s m a 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 Packet Pg. 121,0 California Land Surveyors Association (CLSA) and Consulting Engineers and Land Survey S.CG.b 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, o gutter, spandrels, cross gutters and drive approaches, to match existing non-disturbed sidewalk a and curb and gutter at existing limits, and allow the continuous, uninterrupted flow of water off o the roadway and into a drainage facility, existing gutter, swale or native soil. Y A California registered Civil Engineer licensed to perform surveying or a California W registered Land Surveyor shall perform any surveying or staking, as directed by the Engineer, at d the expense of the Contractor. The Contractor shall preserve construction survey stakes and d marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed a and need to be replaced, such replacement shall be by the Contractor at the expense of the y 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. o L All new and replaced survey ties shall be by transit method. a 00 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 0 of Surveys or In-Lieu Maps, as applicable, shall be prepared and filed. One reproducible (mylar) Z copy of all filed maps and one photocopy of all filed Corner Records or Records of Survey shall m be delivered to the CITY within 30 days of such filings. _ W W Full compensation for "CONSTRUCTION SURVEYING," including preparation of survey documents, revisions to the survey documents, and all other related costs, including the a construction, removal, and the furnishing of all necessary labor, tools, equipment, materials and N incidentals and restoration of survey ties to comply fully with these Special Provisions, the w CLSA, and as directed by the Engineer, shall be considered as included in the Contract Lump o Sum bid price paid, and no additional compensation shall be allowed therefore. a a 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 T 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 E Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 commencing with Sec. A 16700) of Part 2 of Division 7 of the Business and Professions Code, arising from purchase of a 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. Sr-30 Packet Pg. 1211 5CG.b 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. o L a. If errors, omission, inconsistencies, and/or discrepancies appear in the Contract o Documents or in the work done by others affecting this work, the Contractor shall immediately Y notify the Engineer prior to proceeding with the work, and the Engineer shall issue appropriate s 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. a 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 M discrepancy that would have the highest dollar value. ,° 0 v L ca 6-1.13 EMERGENCY INFORMATION -- The names, addresses and telephone a 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. in U 6-1.14 MAINTENANCE OF EXISTING IMPROVEMENTS -- The Contractor Z shall protect and maintain all existing improvements and facilities in place to remain from the m first day of work under this Contract to acceptance. The Contractor is responsible for replacing = LU any damaged improvement or facility to original condition or better. o. 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 N and property during performance of the work. This requirement shall apply continuously and not o 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 a 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 N any of these are in conflict, the more stringent requirement shall be followed. r E 6-1.16 SAFETY SUPERVISOR AND MEETINGS -- a 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 Packet Pg. 1212 The Contractor shall notify the Engineer in writing prior to the commenceme 5. .b 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 o Safety Policies. The Safety Supervisor shall be a full-time employee of the a Contractor whose responsibility shall be for supervising compliance with o applicable safety requirements on the work site and for developing and w implementing safety training classes for all job personnel. C. The Contractor and its affected subcontractors shall attend safety coordination d meetings. The minutes of their meetings shall be submitted to the Engineer. E a 6-1-17 MEETINGS -- 0 LL A. The Contractor shall attend weekly progress meetings at the Project site. o L B. In general, these meetings will be attended by the Contractor, the Engineer or a designee, and any subcontractors, suppliers, distributors or other concerned CO individuals with issues or items to discuss. i 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. U The Contractor shall be responsible to distribute the meeting minutes to all Z parties performing work under this Contract. 0 a D. The Engineer shall have the authority to require that a mandatory meeting be held at any time during normal work hours. a E. These meetings shall be attended by the Contractor, the Engineer or designee, N and any subcontractors specified by the Engineer. w cn 0 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 a work involved, and no additional compensation will be allowed therefore. ti N r C d E too t V a SP-32 Packet Pg. 1213` SECTION 7 7-1 UTILITIES Y U d O 7-1.01 GENERAL -- The location of all utility substructures that may affect the a 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 w Contractor shall match existing products. The Contractor is responsible for coordinating work with the utility owners. Y Certain companies, governmental agencies, or their contractors may be working within the E construction area. Certain utility facilities at various locations within the Project limits may be a removed, relocated, abandoned, or installed by companies' or agencies' contractors. The r Contractor shall coordinate his work with utility owners and their contractors. 0 U. The Contractor shall exercise due caution to prevent any damage to/or movement of these o 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 a Contractor is responsible for verifying phone numbers and contact persons. co M 1. SOUTHERN CALIFORNIA EDISON COMPANY 287 Tennessee Street Redlands, CA 92373 0 m Phone: (909) 307-6788 Attn: SCE Planning Supervisor; Michael Galvan = w 2. SOUTHERN CALIFORNIA GAS COMPANY 1981 West Lugonia Avenue a Redlands, CA 92314-9720 N 6 W Phone: (909) 335-7883 Attn: Carlos Flores o 3. SAN BERNARDINO MUNICIPAL WATER DEPARTMENT a Water Utility Engineering Section 300 North"D" Street, 5'h Floor N San Bernardino, CA 92418 r Phone: (909) 384-7224 Attn: Miguel Guerrero, Principal Engineer Y Y a SP-33 Packet Pg. 1214 4. VERIZON 9 South 4th Street Redlands, CA 92373 .0 L Phone: (909) 748-6655 Attn: Rick Pesquera a. 0 r c� 5. TIME WARNER TELCOM OF CALIFORNIA 1500 Auto Center Drive Ontario, CA 91761-1561 Phone: (909) 795-3349 Attn: Bruce Dewese a 6. TIME WARNER TELCOM OF CALIFORNIA (TCI) v 1500 Auto Center Drive Ontario, CA 91761-1561 U° 4- 0 Phone: (909) 798-8588 Attn: Mark Davenhauer co a 7. SBC-Services 3073 Adams Street, 2"d Floor M Riverside, CA 92504 En t Phone: (951) 359-2255 Attn: Lee Corby,Area Engineer 0 z 8. SPRINT COMMUNICATIONS ° m 282 South Sycamore Street w Rialto, CA 92376 Phone: (909) 873-8022 Attn: Lynn Durrett,Area Cable Project Engineer > n. ti N 9. CHARTER COMMUNICATIONS w 7337 Central Avenue o Riverside, CA 92504-1440 — Phone: (951) 343-5139 Attn: Gregory Yates a ti N 10. CITY OF SAN BERNARDINO PUBLIC WORKS DEPARTMENT; STREET DIVISION 300 North"D" Street San Bernardino, CA 92418-0001 w Phone: (909) 384-5203 Attn: Robert Eisenbeisz, City Engineer SP-34 Packet Pg. 1215 5CG.b 11. CITY OF SAN BERNARDINO PUBLIC WORKS DEPARTMENT; TRAFFIC SIGNALS & STREET LIGHTING 300 North"D" Street San Bernardino, CA 92418-0001 0 Phone: (909) 384-5084 Attn: Anthony Lugo, Traffic Eng. Assoc. a r- 0 12. AT&T INQUIRIES—LONG DISTANCE Y 22311 Brookhurst Street, Suite 203 s Huntington Beach, CA 92646 r Phone: (925) 977-2413; (714) 963-7964 Attn: Joseph Forkert a 13. TIME WARNER TELECOM 3281 Guasti Road, Suite#101 v Ontario, CA 91761 U- 4- 0 Phone: (909) 276-2445 Attn: Bart Van Wey 3 a 14. East Valley Water District 00 3654 E. Highland Ave., Suite 18 M Highland, CA 92346-2607 Cn Phone: (909) 889-9501 Attn: Justin Parker z 15. ATT (SBC-PACIFIC BELL TELEPHONE)---"ATT CALIFORNIA" m 1265 N. Van Buren, Room# 180 a x Anaheim, CA 92807 Phone: (714) 666-5692 Attn: Yvette Garofano > n. N 7-1.02 CONTRACTOR'S RESPONSIBILITY -- The Contractor shall verify the w location of all underground utilities and services, including potholing, before proceeding with the o 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. a LO ti N T 7-1.03 COOPERATION AND COLLATERAL WORK -- The Contractor shall conform to the requirements of Section 7-7, "COOPERATION AND COLLATERAL WORK," U of the Standard Specifications. r a 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 I Packet Pg. 1216 5 substructures and shall also provide the same notice to Underground Service Alert of Sou CG.b 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 o 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. E Upon the occurrence of emergency events, such as gas leaks or electric power CO interruptions, wherein normal previous work day notification procedures may not be performed, y "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 o 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. a CO N M 7-1.06 PAYMENT -- Full compensation for conforming to the requirements of this e provided for shall be considered as included in the prices paid for the >_ { Section, not otherwis p � various Contract bid items of work involved and no additional compensation will be allowed v I* therefore. Z 0 CO Q x W r a ti N U W N O Q a LO rn N T c� C V Y Q SP-36 Packet Pg. 1217 5CG.b SECTION 8 8-1 DESCRIPTION OF WORK w 0 L a 8-1.01 DESCRIPTION -- The work to be done consists, in general, of mobilization, clearing and grubbing; removal and reconstruction of various concrete Y 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 d markings; adjustment of existing utility frames and covers and City water utility enclosures; a 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. ,° w 0 In addition to the work items noted herein above, per the Plans, pavement rehabilitation 3 and reconstruction work will more specifically include: a 00 T • Bid Schedule No. 1 (Mountain View Avenue): Per Plan, mill 0.15' of roadway pavement, y, remove and replace localized deteriorated asphalt concrete pavement (minimum 0.25' N 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' U Hot Mix Asphalt (HMA), crack seal, and place final surface course of 0.15' HMA over Z entire Project roadway segment. a • Bid Schedule No. 2 (46`h Street): Per Plan, mill 0.15' of roadway pavement, remove and U replace localized deteriorated asphalt concrete pavement (minimum 0.25' depth removals- -completely to underlying sub-base/ subgrade), compact the underlying sub-base/ subgrade a to a minimum 95% relative compaction, then place minimum 0.25' Hot Mix Asphalt N (HMA), crack seal, and place final surface course of 0.15' HMA over entire Project N roadway segment. o • Bid Schedule No. 3 (48`h Street): Per Plan, full width mill and wedge cut portion of a roadway pavement, remove and replace localized deteriorated asphalt concrete pavement (minimum 0.25' depth removals—completely to underlying sub-base/ subgrade), compact N 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 a pavement, remove and replace localized deteriorated asphalt concrete pavement(minimum 0.25' depth removals--completely to underlying sub-base/ subgrade), compact the SP-37 I Packet Pg. 1218 S.CG.b underlying sub-base/ subgrade to a minimum 95% relative compaction, then minimum 0.25' Hot Mix Asphalt (HMA), crack seal, place reinforcing fabric, and place final surface course of 0.15' 1 MA 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. o L a 0 w 8-1.02 ORDER OF WORK -- the Order of Work shall generally include: r • 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). a • All demolition, clearing, grubbing, street sweeping and removals. U L • Reconstruction or construction of PCC curb ramps, curb, curb & gutter, gutter, cross gutter U° and spandrels, sidewalk, ADA bypass and driveway approaches; storm drain 0 improvements, wedge cut mill and mill roadway; AC pavement street repair (removal and replacement); placement of pavement reinforcing fabric on Belmont Avenue, AC a pavement cap; and utility adjustments. N M • Signing, striping, and site clean-up. 8-1.03 WORK SITE MAINTENANCE -- Contractor shall comply with the L) ItT provisions in Section 7-8, "WORK SITE MAINTENANCE," of the Standard Specifications. o m To Subsection 7.8.1, "General," of the Standard Specifications, add the following: W 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 N Project and Contractor's work areas. w Cn 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 r on street parking. Localized speed limits are posted as high as 35 mph. Dust Control shall be 5 strictly enforced. Contractor shall at all times keep a water truck or other equipment at the job s site in working order capable of performing dust control for the duration of the Contract period. r Subject to paragraph two of Subsection 7.8.1, "General," of the Standard Specifications, a 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 I Packet Pg. 1219 5 CG.b addition to the minimum requirements) shall be included in the various Contract bid ite 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 0 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 .02 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. E Full compensation for conforming to the requirements of"DUST CONTROL," including a 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 v therefore. L 0 L 0 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. a co 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 ,. Cn compensation will be allowed therefore. 8-1.05 DEVELOP WATER SUPPLY -- Work shall consist of developing a water Z supply and for furnishing and placing all water required for work done in the Contract, including m water used for Extra Work. w 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 a. included in the various Contract bid items of work involved and no additional compensation will N be allowed therefore. W W O 8-1.06 PROJECT LOCATION -- See separate bound Plans. 8-1.07 APPROVED MATERIALS -- Whenever the expression "or Engineer- a approved equal" is used, it shall be taken to mean the approval by the City Engineer of any 2 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. 0 All substitution requests shall be submitted to the City Engineer or designee in writing five a (5) working days prior to the bid opening. No requests for substitutions will be considered by telephone. SP-39 Packet Pg. 1220 5.CG.b The Contractor shall submit to the Engineer for review and approval six (6) copies 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 o 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 M CD Special Provisions. The Contractor is responsible for loading, unloading, hauling and handling, and placing CITY-furnished materials. CD E The Contractor shall inspect and assure itself of the amount and soundness of such a materials. U 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 o 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 a any monies due or to become due the Contractor. 00 N M H U d' Z O a w > o. ti N U W N O H H a a LO rn ti N T cD C U co a.. a SP-40 Packet Pg. 1221 SECTION 9-1 TRAFFIC CONTROL .0, L. 0. 9-1.01 GENERAL -- The Contractor shall comply with Section 7-10, "PUBLIC r2- 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 —r- Q highways shall conform to the most recent "California Manual on Uniform Traffic Control E. 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 0 LL meeting. Traffic Control/ Traffic Detouring plans shall be based on the most recent "California 0 Manual on Uniform Traffic Control Devices". Work operations shall not commence on a "D street until after written approval of the Traffic Control/Traffic Detouring Plans. 00 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. z All temporary traffic striping and maintenance shall be done by the Contractor, including 0 placement of temporary tape on all crosswalks. The Contractor shall restore all existing striping < W 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. W (n 0 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 'W the work. The Contractor shall be responsible for implementing an approved traffic control plan, a. for each of the four roadways, based on the most recent "California Manual on Uniform Traffic Control Devices." C E 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 Packet Pg. 1222 5.CG.b In addition to the foregoing traffic control and safety measures, the Contractor 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 o L devices as required. 0 r All places of business and residences along the streets that are within the limits of any r 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 0 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. E a. The Contractor shall notify all local authorities of his intent to begin work, in writing, at y least seven (7) days before work is begun. 0 U_ Arrow boards shall be properly placed on all lane closures on arterials and collectors, 0 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. a CO 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 0 (WATCH) manual. All methods, plans, and layouts shall be approved by the Engineer. Nothing m 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 a. Project Special Provisions N b. CITY-approved Traffic Control Plans w c. Current CA MUTCD o d. Current CA WATCH manual ~ e. Current CJUTC booklet a f. Current Standard Specifications a LO Contractor shall implement the Traffic Control plans for daytime work only. In the event r that the plans need to be used during the hours of darkness, the traffic control devices shall be 55 illuminated to be retro-reflectorized. Adequate lighting shall also be provided along the work E 0 zone. a The Engineer reserves the right to observe field conditions and to make necessary changes in the field, at Contractor's cost. SP-42 Packet Pg. 1223 All temporary traffic control advance warning signs shall be 36" X 36" minimum. T 5CGb 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. o L Q. All temporary traffic control devices shall be weighted in place or double-based to prevent o 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. a All traffic control signs installed on sidewalk shall either be secured to an existing street r light pole or a separate pole with a minimum height of seven (7) feet to the bottom of the sign. 0 U_ The Contractor/ subcontractors shall notify the Engineer a minimum of 48 hours before o implementing the approved Traffic Control plans. 3 a 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 Z damaged by the work activities shall be replaced in-kind within seven(7) calendar days. m a Final paving for trench repair within a roadway shall be completed within 20 working days ww of backfill and temporary paving. Final paving after cold milling or micro-grinding operations shall be completed within seventy two (72) hours. > a N U w 9-1.02 TURN RESTRICTIONS -- The Contractor shall post appropriate signs o restricting turns when directed to do so by the Engineer. ~ a a 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 r facilitate construction operations, subject to approval of the Engineer. v E Personal vehicles of the Contractor's employees shall not be parked on the traveled way at y any time. Q 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 tim written SP-43 I Packet Pg. 1224` them. The Contractor will be responsible for furnishing and posting, moving and removin 5.CG.b 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. o L Q Y 9-1.04 TRAFFIC LANES -- Traffic lanes shall have a minimum width of 10 feet. r 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 a, provisions shall be made by the Contractor to accommodate the normal vehicular and pedestrian v L traffic along streets, roads, and highways, immediately adjacent to or crossing the work, so as to LL cause a minimum of inconvenience to the general public. Convenient access to abutting o properties shall be maintained and remain open, unless approved by the Engineer. 3 Q CO 9-1.06 FLASHING ARROW SIGNS -- The Contractor shall furnish and maintain M flashing arrow signs (FAS) during lane closures or detours on streets. The Engineer shall determine when FAS is required at any location. � U Z 9-1.07 LANE CLOSURE -- The Contractor shall not close more than one (1) lane 0 CO 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 a traveled lane or road is allowed to be closed by the Engineer, the Contractor shall install signs to N notify the public of days and times that traveled lanes or roads will be closed seven (7) days in w advance of the lane or road closure. Cn 0 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 a 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. E The Contractor shall furnish, install, and upon completion of the work, remove all signs Y r and warning devices required for directing, protecting, and detour of the public during Q construction. Emergency vehicles shall be permitted access at all times to any street. SP-44 I Packet Pg. 1225 5 CG.b ' 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. d 0 L 9-1.08 PAYMENT -- Full compensation for furnishing, installing, modifying, o moving,replacing and removing signs, lights, flares,barricades, providing and modifying a traffic 2 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 E therefore. a w 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 0 alterations shall not be adopted until approved in writing by the Engineer. Such approved o 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, a and no additional compensation will be allowed therefore. 00 N M H F U Z O 00 Q W a ti N U W N O H H a a Ln rn N r C d E V Q SP-45 Packet Pg. 1226 SECTION 10 I 10-1 MOBILIZATION d 0 L a. c 10-1.01 GENERAL -- Mobilization shall comply with the requirements of Section Y 9-3.4, "Mobilization," of the Standard Specifications. Mobilization may include, but not be limited to, the following principal items: Y cQ G 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. c 4. Obtaining all required Permits. 5. Submittal of all required insurance certificates and bonds as required by these Special Provisions. 3 6. Written notification to adjacent property owners/residents and others prior to start of work. a 7. Moving onto the sites, including, but not limited to: N M 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 Z 0 chemical facilities, or any combination thereof, and shall count as one for each urinal a or one for each water closet(as required). w 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. N U 14. Having the Contractor's superintendent at the job sites full-time and responding N 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 a a utility locations. Ln 17. Clean up and demobilization of the work sites. N T 18. Any other item as specified. d E 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 P < 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 I Packet Pg. 1227'' 5.CG.b the remaining 25 percent (25%) not eligible for inclusion until 100 percent (100%) of the 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. o L 0 Y 10-1.02 NOTIFICATION OF RESIDENTS -- Contractor shall notify in person and with r printed notification (in English and Spanish language), at least ten (10) working days prior to I 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. U° 4- 0 Contractor shall coordinate with waste disposal companies to ensure that waste disposal 3 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 00 N 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 0 restricted as called for on the "NO PARKING" signs to be posted along the street. All public Z notices shall be reviewed and approved by the Engineer prior to distribution. 0 ca a x Contractor shall also post printed "NO PARKING-TOW AWAY" signs at one-hundred- W 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 a and time the "NO PARKING" signs were posted. Posting of signs on trees and utility poles shall N not be allowed. W 0 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 a immediately upon completion of work that will prohibit parking. LO ti The printed notices and the "NO PARKING" signs shall be furnished by the Contractor. T Y E 10-1.03 PROGRESS SCHEDULE -- The requirements in Subsection 6-1, "CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK," of the Standard a Specifications, are amended as follows: SP-47 Packet Pg. 1228 5.CG.b The Contractor shall submit to the Engineer a progress schedule within five (5) wo days after award of Contract, and within five (5) working days of the Engineer's written request at any other time. IL 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 o Contract schedule has been approved, in writing, by the Engineer. o 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. ; CO CL U L 0 U- 4- 0 L 3 Q 00 N M Cn H U Z O IM Q W Q' H a ti N U W En O H a a LO a> ti N T Y 0 0 _ V SP-48 Packet Pg. 1229 5'.CG.b SECTION II 11-1 CLEARING AND GRUBBING w 0 11-1.01 GENERAL -- Clearing and grubbing shall comply with Section 300-1, a "CLEARING AND GRUBBING," of the Standard Specifications and these Special Provisions. 2 r 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: CD 1. Removal and replacement or removal, capping and disposal, of removed landscape E irrigation works, where encountered and interfering with the work, and as directed by a the Engineer. U L 2. Removal and disposal of interfering portions of trees, shrubs, plants, turf, U° miscellaneous vegetation, weeds or other local features that interfere with the o prosecution of the work, including full or partial removal, by any means, of branches 3 or below ground roots, as directed by the Engineer, including vegetative growth in a cracks and joints in the street and PCC flatwork (curb, gutter, sidewalk, cross gutter, CO 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 5 prosecution of the work, otherwise to be removed. Z 0 m 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 M gutter, per the Plans, including saw cutting, and as directed by the Engineer. a 4. Removal and clean up of Project area trash during the course of the Project. N U W 5. Removal and clean up of all traffic stripes, crosswalks and pavement markings by o micro-grinding, or wet sandblasting, as directed by the Engineer. ~ 6. Street sweeping, as identified elsewhere within these Special Provisions. a a LO w 7. Vegetation spraying within the Project limits. r _ 8. Removal and disposal, or removal and replacement/re-establishment of existing chain link fencing to accommodate Portland cement concrete ADA bypass sidewalk. a 9. Removal, salvage and delivery to the CITY yard existing signs and posts, as directed by the Engineer. SP-49 Packet Pg. 1230 10.Removal, salvage and reinstallation, of existing signs and posts, mailboxes and othe S.CG.b 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. .0 a Vegetation spraying shall be used to kill all growth, including brush, grass and weeds 2 emanating from the pavement, gutter or sidewalk through cracks or joints. r ID s 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 j Pro," manufactured by Monsanto Chemical, or equal approved by the Engineer. The application d of the herbicide shall be performed in accordance with all applicable regulations. Any and all a 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 ,0 not be allowed to enter catch basins or positive drainage facilities. 0 0 All removed materials, not specifically requested to be salvaged, shall become the a property of the Contractor and shall be legally disposed of outside of the right-of-way in co accordance with Section 300-2.2, "Unsuitable Material," and Section 300-2.6, "Surplus Material," y of the Standard Specifications. Cn ' The Contractor shall deliver salvaged material to the City Yard, at 234 South Mountain Z3 View Avenue, San Bernardino, CA 92404. The Contractor shall contact the Engineer at (909) z 384-5166, 48 hours prior to hauling. The Contractor shall provide equipment, as required, to m safely load and unload the salvaged materials. w 11-1.02 PAYMENT -- The Contract price paid for "CLEARING AND a GRUBBING," shall be considered as full compensation for providing all the labor, tools N materials, equipment and incidentals for doing all the work involved per the Plans, the Standard w Specifications, these Special Provisions, and as directed by the Engineer, and shall be considered o as included in the various Contract bid items of work involved and no additional compensation ~ will be allowed therefore. a a LO a> ti N T W (D G U R a SP-50 Packet Pg. 1231 5'.CG.b SECTION 12 12-1 UNCLASSIFIED EXCAVATION r U O L a 12-1.01 GENERAL -- Unclassified excavation shall comply with Section 300-2, o "UNCLASSIFIED EXCAVATION," of the Standard Specifications and these Special Provisions. Y 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 Q 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 a. otherwise. Where directed by the Engineer, additional asphalt concrete or underlying sub-base/ L subgrade shall be removed to correct a subsurface problem. o U_ 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 a underlying sub base or subgrade, as is applicable. co N 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. z O This work item shall also include grading areas where Asphalt concrete and Portland a 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 i pavement when the areas indicated for removal are large enough (a minimum of the machine drum width), and when pre-approved by the Engineer. n o Delete the second paragraph of Subsection 300.2.8, "Measurement," of the Standard Specifications and substitute the following: a LO a) Measurement of Unclassified Excavation will be based on the volume it occupied prior to r excavation. Disagreement regarding volume measurements shall be resolved prior to excavation. Any re-measuring or resurveying required as a result of disagreement will be 'E at Contractor's expense. a 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 Packet Pg. 1232 The areas and quantities shown on the Plans and these Special Provisions are given 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. d a 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 o areas completed for that day. No payment shall be made for areas of over excavation unless Y 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 CD Material," and Section 300-2.6, "Surplus Material," of the Standard Specifications. a 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. �0 0 All embankments and subgrades shall be compacted in accordance with Section 300-4.7, "Compaction," of the Standard Specifications and these Special Provisions. 3 a CO N M 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. Z 0 CO 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. ul 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 a control requirements located elsewhere within these Special Provisions. N U W Necessary precautions, including preparatory cleaning of stockpile sites and covering N 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 a 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 r of materials or aggregates. E 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 a operations in that area. SP-52 Packet Pg. 1233 12-1.03 PAYMENT -- The Contract unit bid price paid for "UNCLASS :c�.b 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 o directed by the Engineer, and shall be considered as included in the Contract price paid for the at various bid items of work involved and no additional compensation will be allowed therefore. 0 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 C Contractor, as a deduction from this Contract. The Contractor shall pay the price at the d same rate that the City is charged by the testing soils lab. a 2. Tests which do meet the required relative compaction shall be paid for by the City. 0 U_ 4- 0 L R 3 a co N M H H V d' Z O m a x W a ti N U W O H a a a N r C d V a+ a.. Q SP-53 Packet Pg. 1234 5'.CG.b SECTION 13 13-1 UNCLASSIFIED FILL 0 L a 13-1.01 GENERAL -- Unclassified fill shall comply with Section 300-4, o "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. E CD The Contractor shall provide all unclassified fill necessary for curbs, gutters, cross gutters a 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. ,0 w 0 Where unclassified fill and grading is necessary in preparation for laying concrete or co asphalt concrete, it shall be made with clean material which shall be solidly compacted to avoid a future settlement. 00 �r N M 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 r into the work. �r z Outside the traveled way, in areas to receive concrete, soil shall be compacted to a relative m density of not less than 90%. _ W W Backfill under the traveled way shall be compacted to a relative compaction of a minimum of 95%per CITY Std. No. 310. a ti N Embankments outside the traveled way, in areas not to receive concrete or asphalt concrete w pavement shall be compacted to a relative density of not less than 90%. o All embankments and subgrades shall be compacted in accordance with Section 300-4.7, a "Compaction," of the Standard Specifications and these Special Provisions. a LO a) ti Imported borrow material shall conform to the provisions of Section 300-3.5.1, r "Requirements," of the Standard Specifications. E 2 r 13-1.02 PAYMENT -- The Contract unit bid price paid for "UNCLASSIFIED a 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 SP-54 I Packet Pg. 1235 materials not incorporated into the work, per the Plans, the Standard Specifications, these S 5c� 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 y manner: o L a 1. Tests which do not meet the required relative compaction shall be paid for by the o 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. E 0. U L 0 U- 4- O L 3 Q 00 N Cn M_ H U IT Z O m Q W Q. H a ti N U W N O t— H Q a. as ti N T r QC� G V Q SP-55 Packet Pg. 1236 SECTION 14 14-1 ASPHALT CONCRETE r d .0 a. L 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 wo 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 a 64-10. U A tack coat shall be applied, as directed by the Engineer. U° 4- 0 14-1.02 PAVEMENT REPAIR -- shall comply with the requirements for 3 "ASPHALT CONCRETE," and "UNTREATED BASE, (PATCHING & FLATWORK)" as a specified herein, as shown on the Plans and where directed by the Engineer. The existing N 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 v provide for a minimum placement of 0.25' of asphalt pavement once underlying sub base or o subgrade is compacted to 95% relative compaction. For pavement structural section removals m outside of the areas to be overlain or capped with Asphalt concrete pavement, removals shall W 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 a by the Engineer. N U W Backfill for trenching under the traveled way shall be compacted to a relative compaction o 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, a "UNTREATED BASE MATERIALS," and Section 301-2, "UNTREATED BASE," of the Standard Specifications and these Special Provisions, for crushed aggregate base. Crushed rock N for aggregate base shall be 3/4-inch. r w 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 a 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 Packet Pg. 1237 5CG.b 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. U ° The crack sealing material shall be rubberized crack seal by "Crafco," or Engineer- a 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. E a 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. U° 0 Cracks greater than 1/4" inch wide to 1-1/2" wide, shall be cleaned full depth by blowing 3 operations prior to applying sealant. The sealant shall be applied in accordance with the a manufacturer's instructions. If after 2 days the crack treatment is more than 1/4 inch below the CO 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 E5 asphalt concrete hot mix approved for skin patch and compacted level with the top of the adjacent z 0 pavement. m a Immediately remove crack treatment material spilled or deposited on the pavement W surface. a Before opening to traffic, apply sand or the manufacturer's recommended detackifying N agent to any tacky crack treatment material within the traveled way. Sweep excess sand before w opening to traffic. 0 Sand applied to tacky crack treatment material must be clean, free of clay, and comply a with: °- LO N Sand Gradation T Sieve Size Percent Passin d No. 4 100 No. 50 0 - 30 No. 200 0 - 5 a SP-57 Packet Pg. 1238 14-1.04 TACK COAT -- Tack coat shall be applied in compliance with 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 o shall be in accordance with Sub-Section 301-1.6 "Adjustment of Manhole Frame and Cover Sets a to Grade," of the Standard Specifications, SECTION 46, "ADJUST UTILITY FRAME AND o 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 D with SECTION 25, "ADJUSTMENT OF WATER FACILITIES," of these Special Provisions, and as directed by the Engineer. d All debris and foreign material shall be removed from the cover in accordance with Sub- a Section 301-1.6, "Adjustment of Manhole Frame and Cover Sets to Grade," of the Standard Specifications. ,° 4- 0 The pavement surrounding the frames and covers shall meet the smoothness requirement CU as specified in Sub-Section 302-5.8, "Manholes (and other structures)," of the Standard a Specifications. co N M_ 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 >0 paving shall be performed by others. 3 z 14-1.07 SOIL STERILANT -- The Contractor shall submit a proposal for a pre- m 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: a http://www.cdpr.ca.gov/docs/label/labelque.htm#regprods N U W Review and approval by the Engineer of the soil sterilant to be used on this Contract is for N 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. a LO Contractor shall apply soil sterilant using spray equipment that provides good mechanical r agitation and even coverage of the area to be treated. Spray equipment shall be calibrated before a' 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 a 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 Packet Pg. 1239° 5.CG.b 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. o L a Asphalt concrete may only be placed after proper application and placement of soil o 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. r Q The dye shall not stain concrete or masonry where visible. d a Full compensation for conforming to the requirements of Soil Sterilant shall be considered y as included in Contract bid price paid for the various items of work involved and no additional compensation will be allowed therefor. U° 0 L 14-1.08 PAYMENT -- The Contract unit bid price paid per Ton for a "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 Z greater than 1/4" width, furnishing, placement and compaction of asphalt concrete for filling cracks 0 m greater than 1-'/z" width, sand for tackifying operations, sweeping excess sand, tack coat, _ protection or adjustment of utility frames and covers to grade, as required, replacing survey U, 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 a additional compensation will be allowed therefore. N U W The Contract unit bid price paid per Square Foot for "PAVEMENT REPAIR," and for o "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, a 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 a 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. SP-59 I Packet Pg. 1240 complete in place, per the Plans, the Standard Specifications, these Special Provisions a SCG.b 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: d a 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 o same rate that the CITY is charged by the testing soils lab. r 2. Tests which do meet the required relative compaction shall be paid for by the CITY. r Unless otherwise identified within these Special Provisions, adjusting water valve d enclosures to grade, on Belmont Avenue and 481h Street, following the Contractor's paving a operations, shall be considered as included in the Contract unit bid price paid per Each for Y "ADJUST EXISTING WATER VALVE COVER TO GRADE," and no additional compensation will be allowed therefore. �0 4- 0 L y� Q co N M h Cn F U �t Z O m Q x W a ti N V W t/J O F- N a a LO a� ti N T Qc� C V �+ Q SP-60 Packet Pg. 1241 SECTION 15 0 15-1 UNTREATED BASE (PATCHING& FLATWORK) a 0 r 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. E 0) Untreated base shall be used only where directed by the Engineer to correct a subsurface a problem. U L Delete Section 301-2.4, "Measurement and Payment," of the Standard Specifications, and substitute the following: o z Full compensation for "UNTREATED BASE (PATCHING & FLATWORM," 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, M 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. z The quantity set forth in the bid item for UNTREATED BASE (PATCHING & m 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 n Section 3-2, "CHANGES INITIATED BY THE AGENCY," of the Standard N Specifications, shall not apply to the item of UNTREATED BASE (PATCHING & w FLATWORK). o Cost of compaction testing ordered by the Engineer shall be paid for in the following a manner: a LO a� 1. Tests which do not meet the required relative compaction shall be paid for by the T 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. a SP-61 I Packet Pg. 1242 SECTION 16 16-1 PORTLAND CEMENT CONCRETE d 0 16-1.01 GENERAL -- Portland cement concrete construction shall comply with a` Section 201-1, "PORTLAND CEMENT CONCRETE," and Section 303-5, "CONCRETE o CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS r 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. E In the course of the work, Contractor will be removing existing roadway features as well a 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. �0 4- 0 Delete the third paragraph of Subsection 201-1.1.2, "Concrete Specified by Class and M Alternate Class," of the Standard Specifications, and replace with the following: a Go Portland cement concrete for all flatwork shall be Class 560-C-3250, with a maximum M slump of four inches (4"), except that Contractor may substitute Class 520-C-2500 for sidewalk work only. U v Z 16-1.02 PCC CURB & GUTTER -- Portland cement concrete curb and gutter shall 0 M be constructed in accordance with CITY Standard Plan 200, Type "A" or Type `B" per Plan, and = as directed by the Engineer. W n. 16-1.03 PCC CURB -- Portland cement concrete curb shall be constructed in N accordance with CITY Standard Plan 200, Type "A", per Plan, and as directed by the Engineer. w Cn 0 F_ 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 a 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 r these Special Provisions. Chemical adhesive for drilling and bonding dowel bars shall comply with Section 40-2.05, r "Chemical Adhesive," of the CALTRANS Standard Specifications. Drill and bond dowel bars Q 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 I Packet Pg. 1243 the dowel bars into the chemical adhesive, support the dowel bars to prevent movement d 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. r 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 a. per replacement PCC gutter section, if the replacement section is less than 4' in length. Dowel `o 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 OE existing PCC curb as per manufacturer's recommendations, for the length of each replacement a. section of PCC gutter. v L 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 o 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. Q 00 16-1.06 PCC SIDEWALK -- Portland cement concrete sidewalk shall be M 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 r adjacent panels. v 16-1.07 PCC RESIDENTIAL DRIVEWAY APPROACH -- Portland cement o 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. LU 16-1.08 PCC CURB RAMP -- Portland cement concrete curb ramp shall be a constructed in accordance with Standard Plans for Public Works Construction (SPPWC) Standard N Plan 111-5, per Plan, and as directed by the Engineer. This work item includes grinding and w disposal of all or portions of existing PCC curb, to accommodate construction of a PCC curb N 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. a a 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. E U It is the Contractor's responsibility to verify ramp-type selection and geometries, a 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 I Packet Pg. 1244 5.CG.b SPPWC Standard Plan No. 111-5. Corner record transit ties shall be performed 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 o each interfering pull box. Contractor shall be responsible for replacement of any pull boxes a and/or pull box covers damaged in any way by his forces, either before or during construction. 02 Contractor shall also protect in place all utility poles, traffic signal poles and their foundations, y 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. E The Contractor shall protect all existing structures and facilities which are adjacent to the a limits of the work to be done under this Contract, in accordance with Section 7-9, w "PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS," of the Standard 3 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 o Unclassified Fill elsewhere within these Special Provisions. 3 a 16-1.09 BONDING -- Joints between new and existing concrete shall be given oo 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 U air j etting. o m 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 W exposed by rock hammer abrasive blast cleaning or machine scarifying. a 16-1.10 PAYMENT -- The Contract unit bid price paid per Linear Foot for "PCC N CURB AND GUTTER," "PCC CURB," and "PCC GUTTER," Type per Bid Schedule, shall w include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and o 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 a directed by the Engineer, furnishing, drilling and bonding dowels into existing PCC curb, epoxy R- bonding the new PCC gutter to existing PCC curb, any unclassified excavation and/or 0 unclassified fill, furnishing and placing Portland cement concrete, complete in place to meet r 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 U additional compensation will be allowed therefore. a 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 c SP-64 I Packet Pg. 1245 5 CG.b ramps, including saw cutting and removal of existing concrete, grinding and disposing of all 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 o Standard Plans and Standard Specifications, these Special Provisions, and as directed by the a Engineer, and no additional compensation will be allowed therefore. 0 There will be "No Payment" of any kind for any new curb ramps that do not meet s current ADA Standards and the SPPWC Standard Plan No. 111-5. w The Contract unit bid price paid per Square Foot for "PCC SIDEWALK," "PCC d CROSS GUTTER WITH SPANDRELS," "PCC CROSS GUTTER WITH SPANDRELS a (PORTION)," "PCC 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 o appurtenant spandrels, and residential driveway approach (portion), including saw cutting and removal of existing concrete, underlying Portland cement concrete pavement or interfering a 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, M 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 U additional compensation will be allowed therefore. Z 0 m 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. > N The cost to re-establish irrigation works and any hardscape impacted or damaged by w Contractor forces beyond the limits of the work is to be included in the various Contract bid items o of work involved and no additional compensation is to be allowed therefore. a a LO ti N r C E t U t0 r Q SP-65 Packet Pg. 1246 SECTION 17 17-1 COLD MILLING r 0 a 17-1.01 GENERAL -- Cold milling operations shall be performed in accordance o with Section 300-1.3, "Removal and Disposal of Materials," and Section 302-1, "COLD w MILLING OF EXISTING PAVEMENT," of the Standard Specifications and these Special a 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. ;, U The cold milling machine shall have a cutter head at least 30 inches wide and shall be a 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. co The depth, width, and shape of the cut shall be as indicated on the typical cross sections or M 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 N surfacing to remain in place shall not be damaged in any way. U The material milled from the roadway surface, including material deposited in existing o gutters or on the adjacent traveled way, shall be immediately removed. The removal crew shall a follow within 50 feet of the planer, unless otherwise directed by the Engineer. LU Milling of asphalt concrete pavement will be measured by the Square Foot, as per Bid a Schedule. The quantity to be paid for will be the actual area of surface milled irrespective of the N number of passes required. w Cn 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 a milling operations, or as otherwise directed by the Engineer. a) 1- N r. Payment for Crack Sealing for all roadways in this Contract shall be per Section 14-1, "ASPHALT CONCRETE," of these Special Provisions. E Where transverse joints are milled in the pavement at conform lines, no drop-off shall a remain between the existing pavement and the milled area when the pavement is opened to public traffic. SP-66 Packet Pg. 1247 S.CG.b If asphalt concrete has not been placed to the level of public traffic, a temporary a 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 o completely removed, including removing all loose material from the underlying surface, before a placing the permanent surfacing. Temporary tapers shall remain in place no longer than the above 72 hour limit required for s the application of new pavement surfacing after cold milling. E 17-1.02 PAYMENT -- The Contract unit bid price paid per Square Foot for a "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, o including disposal of material milled from the site, per the Plans, the Standard Specifications, o these Special Provisions and as directed by the Engineer, and no additional compensation will be cc allowed therefore. a co The Contract unit bid price paid per Square Foot for "COLD MILL WEDGE CUT," M depth and width per Plan, per Bid Schedule, shall include full compensation for conforming to the Cn 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, E5 variable depth and section widths per the Plans, including disposal of material milled from the Z site, per the Plans, the Standard Specifications, these Special Provisions and as directed by the m Engineer, and no additional compensation will be allowed therefore. Q x w Full compensation for furnishing asphalt concrete for temporary tapers and for constructing, maintaining, removing and disposing of the tapers, shall be considered as included a in the Contract unit bid price paid per Square Foot for "COLD MILLING," or per Square Foot N for "COLD MILL WEDGE CUT," of asphalt concrete pavement and no additional w compensation will be allowed therefore. o a a a> N C d V i+ Q SP-67 Packet Pg. 1248- SECTION 18 18-1 PAVEMENT REINFORCING FABRIC r U d 0 L a 18-1.01 GENERAL -- Pavement reinforcing fabric shall conform to Section 213, o Y "ENGINEERING FABRICS," and installation per Section 302-7, "PAVEMENT FABRIC," of the Standard Specifications and these Special Provisions. s 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. a Y Pavement reinforcing fabric shall be placed over all roadway milled areas on Belmont Avenue only, per the Plans, and as directed by the Engineer. w 0 The tack coat for pavement reinforcing fabric shall be PG 70-10. a 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. r 18-1.02 PAYMENT -- The Contract unit bid price paid per Square Yard for "PAVEMENT REINFORCING FABRIC," per Bid Schedule, shall include full compensation Z for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work m 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. a ti N U W N O H H a a LO a� N T Y E V Y Q SP-68 Packet Pg. 1249 5.CG.b SECTION 19 .0 L a c 0 r ca BLANK E CL U L 0 LL 41- 0 L Cu 3 Q 00 It N M H F U Z O 00 Q x w a ti N U W Cl) O H H x a a a� ti N T Y C� C V W Q SP-69 Packet Pg. 1250 5.CG.b SECTION 20 20-1 THERMOPLASTIC TRAFFIC STRIPING PAVEMENT MARKING AND RAISED PAVEMENT MARKERS REFLECTORIZED Y 0 L a. 20-1.01 GENERAL - The application of traffic striping, pavement markings o and raised pavement markers shall conform to the requirements of Section 210, "PAINT AND r 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. E d Paint for traffic striping and pavement markings shall conform to the requirements of a Section 214-51 "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. CU a 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. z Raised pavement markers (RPMs), reflectorized, if required, shall be Stimsonite- m Low Profile No. 953A (yellow) and No. 953B (clear white) or Engineer-approved equal. _ W 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 a Control Devices (CA MUTCD), are included in the APPENDIX and made a part of these Special N Provisions. All work shall conform to the above standards to the extent feasible; however, w emphasis shall be given to matching dimensions of adjoining improvements, subject to 0 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, r 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 s 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 a Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefore. SP-70 Packet Pg. 1251 5.CG.b SECTION 21 THROUGH SECTION 22 0 L _ BLANK 70 s E a. U L O O U. w O "a L d Co N M U Z O 00 Q M ti � N l U W U) O H tn H Q a a� ti N r a _ d t U � d SP-71 Packet Pg. 1252 5.CG.b SECTION 23 23-1 ROADSIDE SIGNS AND POSTS .0, L a 23-1.01 GENERAL -- Relocation and new installation of roadside signs and posts, C2 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. V Roadside signs on single post, shall be installed in accordance with the CITY'S Standard E Drawing No. 504, and as directed by the Engineer. a "STOP" (R1-1) "NO PARKING ANYTIME" (R26) "BIKE LANE" (R81) o Any other signs in the Project per the Plans or as directed by the Engineer. a The CALTRANS Standard Plans details referenced on the Plans and in the Bid 00 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 0 concurrence of the Engineer. z M The Contractor shall obtain approval from the Engineer regarding type of material and = LU required installation prior to placement of any sign posts. New installation shall not impede into required ADA access distance around obstacles. A a minimum clearance of 48" shall be maintained. N U W W 0 23-1.02 PAYMENT - The Contract unit bid price paid per Each for "ROADSIDE ~ SIGNS) ON POST," per Bid Schedule, shall include full compensation for furnishing all labor, a materials, tools, equipment and incidentals, for doing all the work involved in installing new c. 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. E 2 C'.W a SP-72 Packet Pg. 1253 5.CG.b SECTION 24 U d 0 BLANK a 0 �a a� C (1) E m a. a U 3 0 U- 1- 0 .a M 3 Q 00 T N M_ F- U Z O m Q w a r- N U w N O H H Q CD ti N r C d U t0 a SP-73 Packet Pg. 1254 SECTION 25 25-1 ADJUSTMENT OF WATER FACILITIES 0 L a _ 0 Y Y 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 E that may exist in the Project area. a 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. �0 w 0 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. a co The words "Directed, Required, Permitted, Ordered, Designated, Prescribed by the Water M Department", or words of like importance, used in Specifications or upon the drawings, shall be F 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 z satisfactory to the Engineer, unless otherwise expressly stated. m a The word "Engineer" shall mean a Civil Engineer registered as such in the State of LU California and employed by the Water Department, acting either directly or through designated and properly authorized agents, assistants, and inspectors. a N The word "Contractor" shall mean the person, persons, partnership or corporation duly w licensed as such in the State of California to enter into a Contract for the performance of the work (0 0 required. ~ The words "Or Approved Equal" shall mean a product that meets all A.W.W.A. 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. E a SP-74 Packet Pg. 1255 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 y jurisdiction, and shall make application for all required permits and bear cost of same. g 0 L a In the event of conflict between the requirements of these Special Provisions and the o 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 d shall supply to the Water Department letter(s) of approval from the governing bodies having a jurisdiction that the Contractor has met the requirements and conditions of the permits or licenses. >� U L O U_ 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. 3 a 00 25-1.04 DEFECTIVE WORK OR MATERIALS - No work which is defective in N 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 Z before final acceptance of the work by the Water Department. m a x w 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 a public utility or franchise, all water, gas, oil, or irrigation lines, structures or house laterals, in N place, and other surface or subsurface structures or lines, shall be maintained by the Contractor w and shall not be disturbed, disconnected or damaged by him during the progress of the work. Cn 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. a N T 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. y 3 a SP-75 Packet Pg. 1256 S:CG.b 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 a specifications of the governing body having jurisdiction and shall meet with their approval. The o Contractor shall be responsible for removing, disposing of, and replacing all pavement. All paving shall be inspected by the Engineer. v r 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 a cover. The pipe shall be inspected for defects. Any defective, damaged, or unsound pipe shall be immediately reported to the Engineer. 0 The Contractor shall at all times take care to protect and preserve all improvements. All o pipe and materials which, in the opinion of the Water Department, have been damaged shall be replaced by the Contractor at his own expense. 3 a co All existing gate valves shall be shut off by Water Department staff. All service, valves, M and corporation stops shall be shut off by Contractor under Water Department inspection. Cn All valves 4" and larger shall be operated by Water Department staff only. G z O co 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 a operations to meet the grade of project improvements, complete in place, per the Plans, the N Standard Specifications, these Special Provisions and as directed by the Engineer, and no w additional compensation will be allowed therefore. O 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 a included in the Contract unit bid price paid for "CONSTRUCT ASPHALT CONCRETE 2 PAVEMENT OVERLAY," per Bid Schedule, and no additional compensation will be allowed r therefore. E The provisions contained in Section 3-2, "CHANGES INITIATED BY THE AGENCY," r of the Standard Specifications shall not apply to adjusting water valve enclosure and covers, and a no adjustment shall, therefore, be made in the Contract unit bid prices for increased or decreased quantities of adjusting utility facilities. SP-76 Packet Pg. 1257 SECTION 26 26-1 REINFORCED CONCRETE PIPE r U d 0 i a 26-1.01 GENERAL -- Reinforced concrete pipe (RCP) of the specified size and D- 2 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. E a Jacking for reinforced concrete pipe or pipe tunneling shall conform with the provisions of Y Section 306-23 "JACKING OPERATIONS," and Section 306-3, "TUNNELING Of OPERATIONS," of the Standard Specifications. ,° w 0 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 a specified shall conform to the requirements of the Standard Specifications, and Serial Designation C76-41 of the American Society for Testing Materials. Cn 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. Z 0 m 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. a 26-1.02 SHORING OF EXCAVATION -- The Contractor shall furnish all labor, N tools, equipment, materials and incidentals required to design, construct, maintain, replace, re- w install and remove all shoring, sheeting, lagging, cribbing, piling or other types of support for the u) 0 walls of the open excavations required for the construction of this Project. See SECTION 29 of these Special Provisions. a a 26-1.03 PERFORMANCE -- Attention is directed to the "Construction Safety Ln 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 r "Orders", "Laws", and "Regulations" or suitable extracts there from and shall keep a copy of each a 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 Packet Pg. 1258 5.CG.b 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. V The Contractor shall take precautionary measures to protect, in place, all existing structures and fences during excavation. .0- a The Contractor shall submit to the Engineer, at least 48 hours in advance of any 2 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 55 requirements of Section 7-10.4.2, "Safety Orders," of the Standard Specifications. d a 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 U excavation over five (5) feet in depth and into which persons are required to descend. ,0 0 L 26-1.04 RESTORATION OF ASPHALT CONCRETE -- Asphalt concrete shall a comply with the requirements of Section 203-6, "ASPHALT CONCRETE," and Section 302-5, co "ASPHALT CONCRETE PAVEMENT," of the Standard Specifications and these Special Provisions. U 26-1.05 TEMPORARY RESURFACING -- Temporary resurfacing shall comply Z with the requirements of Sub-Section 306-1.5.1, "Temporary Resurfacing," of the Standard m Specifications and these Special Provisions. a x w 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. a ti N Temporary resurfacing shall be placed as soon as the backfill is compacted to the relative w density or immediately when so directed by the Engineer. o 26-1.06 PERMANENT RESURFACING -- Permanent resurfacin g shall comply a pY with the requirements of Sub-Section 306-1.5.2, "Permanent Resurfacing," of the Standard a LO Specifications and these Special Provisions. ti N T Permanent trench resurfacing shall be the "T" trench system, with a minimum thickness of 0.33' of new asphalt concrete, or I" 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 2u and to at least 1.0' beyond the edges of the trench opening, than overlay asphalt concrete flush a with the existing street, as shown on the revised CITY Standard No. 310, and as directed by the Engineer. SP-78 Packet Pg. 1259 5.CG.b 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. r U A prime coat and tack coat shall be applied as directed by the Engineer. o L a c 0 26-1.07 PAYMENT -- The Contract bid unit price paid per Linear Foot for the w 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, a these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefore. U 0 U- Cost of compaction testing ordered by the Engineer shall be paid for in the following o L manner: 3 a 1. Tests which do not meet the required relative compaction shall be paid for by the co Contractor, as a deduction from his Contract. The Contractor shall pay the price at M the same rate that the CITY is charged by the testing soils lab. r 2. Tests which do meet the required relative compaction shall be paid for by the CITY. z O m a_ w N U N O h a a N L) T Y i4 �+ a S 9 3 SP-79 Packet Pg. 1260 5.CG.c SECTION 27 27-1 CONCRETE STRUCTURES 0 L a 0 c� 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) a inches. L 0 Reinforced steel shall be Grade 60 per ASTM A-615 designation. 4- 0 L Class 2 surface finish will not be required on any portion of the concrete structures. 3 a The quantities shown on the bid sheet for concrete for the various structures shall be co 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 in 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 o made that the quantities which can be determined by computations, based on the details and a dimensions shown on the Plans, will equal the estimated quantities. No allowance will be made w in the event that the quantities based on computations do not equal the estimated quantities. a 27-1.02 CURB OPENING CATCH BASIN -- Reinforced concrete catch basin 2 shall be constructed in accordance with the SPPWC Standard Plan No. 300-3, width and "V" per o Plan, and as directed by the Engineer. The curb opening catch basin shall outlet through a N monolithic catch basin connection and connect with the existing 24" RCP storm drain just westerly of the Pershing Avenue intersection with 481" Street. v Due to the location of an existing gas line(s) in the vicinity of the new batch basin, a Contractor shall pothole and determine the location(s) of any interfering portions of the existing Lh 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. E 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", a per the Plans, and as directed by the Engineer. SP-80 Packet Pg.1261 27-1.04 CONCRETE COLLAR -- Portland cement concrete collar sha 5 CG.c constructed in accordance with SPPWC Standard Plan No. 380-4, per the Plans, and as directed by the Engineer. r 27-1.05 MODIFIED MONOLITHIC CATCH BASIN CONNECTION -- Reinforced concrete modified monolithic catch basin connection shall be constructed in a accordance with modified SPPWC Standard Plan No. 308-2, per the Plans, and as directed by the o 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 d reinforced concrete catch basin, including structure excavation, structure backfill, furnishing and a placing all Portland cement concrete and bar reinforcing steel, miscellaneous iron and steel, metal r 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 c Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefore. a 00 The Contract unit bid price paid per Each for "LOCAL DEPRESSION," shall include M full compensation for providing all the labor, materials, tools, equipment and incidentals, and for F 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 Z Standard Specifications, these Special Provisions, and as directed by the Engineer, and no o additional compensation shall be allowed therefore. 00 a W The Contract unit bid price paid per Each for "CONCRETE COLLAR," shall include u' 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, o including structure excavation, structure backfill, and furnishing and placing all Portland cement W concrete and bar reinforcing steel, complete in place, per the Plans, the Standard Plans and o Standard Specifications, these Special Provisions, and as directed by the Engineer, and no N additional compensation shall be allowed therefore. w W The Contract unit bid price paid per Each for "MODIFIED MONOLITHIC CATCH BASIN CONNECTION" shall include full compensation for providing all the labor, materials, a 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, r 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 E Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefore. a SP-81 Packet Pg.1262 5.CG.c SECTION 28 t` d .0 a BLANK 0 E d a U 0 U- 4- 0 L 3 Q co 1r N M F .�:�+.... rn U z O m Q z w a 0 z w O F- r-- N (i w U) F- Q' Q d W) a) n N r r C d E U Q SP-82 Packet Pg. 1263 SECTION 29 w 29-1 SHORING OF EXCAVATION 0 L a 0 r m 29-1.01 GENERAL -- The shoring, bracing or sloping of excavation shall conform to I the requirements of Section 306-1.1, "Trench Excavation," of the Standard Specifications and these Special Provisions. E 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. LL 0 M L 29-1.02 PERFORMANCE -- Attention is directed to the "Construction Safety Order," a "Trench Construction Safety Orders," "Tunnel Safety Orders," and the "General Safety Order," 4 issued by the Division of Industrial Safety of the State of California, Department of Industrial N 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 z excavations and those concerning warning signs, lights and barricades are of particular o m importance. a w 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. a 0 The Contractor shall take precautionary measures to protect, in place, all existing W structures and fences during excavation. N At least one lane shall be open to local traffic only at all times during construction. W U) 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 a be made for worker protection from the hazard of caving ground during an excavation. No 2 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 CD requirements of Section 7-10.4.2, "Safety Orders," of the Standard Specifications. E a SP-83 Packet Pg. 1264 5.CG.c 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 r persons are required to descend. 2 L 0. C 0 29-1.03 PAYMENT -- The Contact price paid for "SHORING OF EXCAVATION," r 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. a U L 0 U. µ' O L 3 a 00 Iq N M En } F' U Z O m a W a a o z W O ti N U W H a a LO CD ti N T it (cD C s a SP-84 Packet Pg. 1265 ,"7- S.CG.c SECTION 30 THROUGH SECTION 45 0 a BLANK o Y CD E 0) ^m 0. y U O u- 4- 0 L 3 Q co It N cnM H H U z O C6 Q w a 0 z w O F- r- 04 U w N h Q n. ti N r r-% C d E U Q SP-85 Packet Pg. 1266 5 CG.c SECTION 46 .�- 46-1 ADJUST UTILITY FRAME AND COVER TO GRADE d .p L a 0 46-1.01 GENERAL -- Adjusting utility frame and cover to grade, after completion r of paving, shall be in accordance with Sub-Section 301-1.6, "Adjustment of Manhole Frame and I Cover Sets to Grade," of the Standard Specifications, these Special Provisions, per the Plans and as directed by the Engineer. E All debris and foreign material shall be removed from the cover in accordance with Sub- Section 301-1.6 of the Standard Specifications. U The pavement surrounding the frame and cover shall meet the smoothness requirement as o specified in Sub-Section 302-5.8, "Manholes (and Other Structures)," of the Standard - Specifications. Ly 7 d 46-1.02 ADJUSTING NON-CITY UTILITY COVER/ VAULT FRAME AND M COVER -- Adjusting non-city utility cover/ vault frame and cover to grade after completion of paving shall be performed by others. cn U 46-1.03 PAYMENT -- The Contract unit bid price paid per Each for "ADJUST o EXISTING UTILITY FRAME AND COVER TO GRADE," per Bid Schedule, shall include a full compensation for providing all labor, material, tools, equipment and incidentals, for doing all w 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. a 0 Contractor is notified that any work efforts required to protect in place or adjust to grade, W existing utility frame covers on 46th Street and Mountain View Avenue, are considered as o included in the Contract unit bid price paid for "CONSTRUCT ASPHALT CONCRETE N PAVEMENT OVERLAY," per Bid Schedule, and no additional compensation will be allowed w therefore. The provisions contained in Section 3-2, "CHANGES INITIATED BY THE AGENCY," a 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 r quantities of adjusting utility facilities. E a SP-86 Packet Pg. 1267 SECTION 47 THROUGH SECTION 49 r 0 L 0. r- 0 Y BLANK r Y E cc (. Y U L 0 LL Y 0 L 0 3 a 00 le N M H N H U z O m a x w a 0 z w O H ti N U w U) H a a Lo a) ti N C d t V w Q SP_87 Packet Pg. 1268' SECTION 50 50-1 REMOVAL AND RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT o 0 a. c 0 m 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. E All existing improvements (except utilities and street pavement) including, but not limited a to curbs, gutters, cross gutters, spandrels, driveways and driveway approaches, ADA bypass and w 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 �0 of the Project, shall be restored or replaced to a condition equal to or better than, in all respects, o the existing improvements removed or damaged, unless otherwise specified or noted on the Plans. LE Q The removal and restoration of existing improvements shall be in accordance with the 0 applicable provision of these Special Provisions, the Standard Specifications, Standard Drawings M and the following requirements: En } 1. In the event a portion of curb, gutter or monolithic curb and gutter is damaged by U the Contractor's operations, a minimum of 10 feet of curb, gutter or curb and Z gutter shall be removed and replaced regardless of how short a length is damaged. 0 The Contractor shall begin said 10-foot section, if possible, at an existing joint or a scoring line. If said 10-foot section ends within 3 feet of an existing joint or Ui 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 o shall be removed in its entirety and replaced. W 0 3. Concrete sidewalk, where noted on the Plans, shall be removed in its entirety N between scoring lines or between scoring line and joint. Prior to removal, scoring w Cn lines shall be saw-cut. _ 4. If a concrete driveway is damaged and is a single monolithic structure, it shall be a Ln removed in its entirety and replaced. N r C CD E V Q SP-88 Packet;Pg.1269 S.CG.c 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 U driveway shall then be removed in its entirety and replaced. 0 L 6. If the roadside signs are damaged during the construction, they shall be restored or o replaced to a condition equal or better than the existing per the prior approval of r 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. E 7. If existing fence is in conflict with the new construction, fence shall be relocated a by the Contractor. U 8. Removal, salvage and reinstallation, of existing signs and posts, mailboxes and o other surface culture, as directed by the Engineer. L Unless otherwise specified, all excess excavation or removed material shall become the a property of the Contractor and shall be disposed of by him away from the site of work. CO N M 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 z therefore. O m a w a 0 z w O H N U W H Q d LO rn ti N T E U ate+ Q SP-89 Packet Pg. 1270 I 5.CG.c ® SECTION 51 THROUGH SECTION 62 w d 0 L a c 0 w BLANK Y CD E 01 ^^m L.I. Y U L 3 O u- v— O L 3 Q co 1* N M H H U z O m a w a 0 z w O ti N U W H Q.' Q a Lo rn r- N r C CD E U Q SP-90 Packet Pg. 1271 5.CG.c, a� 'o L a 0 ca Y APPENDIX _ E a v L 0 U. 0 L Q Co It N M H } H U It z O 00 Q w a 0 z W O N N U W N H Ln Q a a> ti N T Y _ 0 E V Q Packet Pg. 1272 SCGc�; I d 0 a` c 0 m ca s CITY STANDARD PLANS E U L 0 U- 4- 0 L Q Co It N M N Cn F- U z O C6 Q w a z w O r- 04 U w N F- a) ti N T 0 c0 C s U w Q Packet Pg. 1273 5.CG.c GENERAL NOTES: 2 NOTE CONCRETE MUST BE AT LEAST /g~ Zc. 5:5 SACK NIX (520—C-2500) CURING COMPOUND SHALL BE AND HOLO 2500 P.S.I. IN SPRAYED UNIFORMLY ON ALL CIPOSED 28 DAYS. SURFACES PRIOR TO EVAPORA 1014 v Of SURFACE MATER. FL AT ¢ (L EXPAN31ON JOINTS AT END O 0 = O RETURNS a STRUCTURES WEOXENO PLANE JOINTS EVERY 10 FT. OR AS INSTRUCTED. �Q=Q SLOPE qe m R a b 0:037 CC/.YAP. oER t/A/. Fr s= • : m 4 • b , e t}. O a TYPE 11B" P.C.C. CURB & GUTTER U O U. O FlA7 A7+ OD N R= SLOPE 1:18 J 4• N R�n H b `N 0.05/ ca YQ. U -90• ' PER t/.V. FT. 3 Z d V O a D] w TYPE "C" P.C.C. CURB 81 GUTTER (LOCAL STREETS WHEN APPROVED BY THE ENGINEER) a 24' w O n F- • 0.03/ CU. YD. N qty PERL/�/ FT W }` D.0&7 CU. YD. In f'EA" L/N. G� ,.90• TYPICAL SECTION ° ROLLED CURB TYPE "A" N (ONLY FOR SPECIAL APPLICATIONS AS APPROVED BY THE CITY ENGINEER) P C•C• CURB c m E U CITY OF SAN BERARDINO-PUBLIC WORKS DEPT. APPROVED: STANPARD 'Raw Y TYPICAL SECTION- e v z 7 I98L PLAN P. C.C. CURB & GUTTER T I R � a CI ENG E Packet Pg. 1274 5.CG.c a PrMW MABLE AI r,FRAATIVE a. E�,�, js, CU�PBFACEMAY 3, EC•R VARY.4 r-0,?D/,4/6 0 �t ?D PL,4,V I� s p 13'COit�'RETE '20 (� Co �'oArb lZow E d > Co / EZOAA15 101V JD/N T �A 16At _/0/4/7 57R- AlGf•1T GRADE• U _AZOw OIAW At 0 PLAN - OF CROSS GUTTER " FILL W/TNA3RIV. MC o JO/NT 5eALE�Q 'a ,Ps 9 Co ° e (j�i4l7 1N • M_ STEET TROWEL F/N/SAL . . F_ 8r U EXPANSION JOINT z z NOTE srw16NT rmwe m 6"CavcPETE 9,F7WZEN B•C.R. 'S MAY = 925,4Z TE.PED Dit/EXCE55/1/E w SECTION "A-A�� G�PA°ES. a Z w 0 H °— W 0.072 CU.XV- _ : . 90•• 4 °90• OfR.L/A/Fl F- A p d d. N r 36 RC.C. CROSS GUTTER (LOCAL STREETS WHEN APPROVED BY THE ENGINEER) CITY OF SAN BERNARDINO-PUBLIC WORKS DEPT. APPROVED- STANPAVT 36" & 7 2" CROSS GUTTER Ms`s 27 I9s2 PLAN CITY ENGINEER 101 Packet Pg. 1275 5.CG.c A2V.. AZWZAW& lao7z / ,q,�s 771/R�Qdi1lD slur x�aJ i } V VAMP/ES o a c !vim f O r �7r?vl=. AI 4T/O.V /TY T,CrENCH � c jti/6WENEO f�X.�QA1E JO/NT E 0 c� CASE A" �. f'WPIZ. PMeD �MOVWWe LOCAT/OA! L O u- 4- O VARIES ° ��NaBSr,FVCrEV MW. co W/f>77Y . FT M LADISE MAYEL 0 A.C. U CASE N z /'SAY BE UAW. /.) WHEN F,VNTAGE /S LE" 71504N /G0'AND SAME O 3ECT/AN EXL4T.S AN dfOTH S 1DE9 OF,COr. m w a GENECA,L NOTES ° �dT w 1)MNM E CLASS--mv-c-,tsOo 0 l)CUES. ED A8 E OhV rJ QMITCN ti MW EN9/NAW. w �C'UP/�bYa L?�MR7UN0 9//.�:L SE 9P,044E0 UN1AVA 4 Y.0,V A G = I mo' /oE� x EXPASEO "W"eA9 AWO&TO TAE � e 4RWMAf CF .fU.!'Fs4e'E AlWree Q AWW Lo a rn TY.0/CAL S/DEMAL,k TRANSITION E CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. AgEaWD 1983 StA�NDAKD w d , PLAN < SIDEWALK LOCATIONJ lol DIR l Packet Pg. 1276 DR3VEWAY 6" MIN PL A SCORING 1.114ES MIN DEPni r n w 4, Q °, i CL U y4" EXP JOINT ' 1 j o_ d a ` n KifI4 RIDGE o ° a� 4 �, ca In a tin �, > F " Q- X=2'-6' FOR CURB — V UNDER 10". .. 3 x--5'-(}" FOR CURB _ 0 LL 0" AND OVER. 16,6 2( a,. O 'a3 PLAN c 3 Q co 1* N M S/W -SAW CUT EXIST. .� it)r, OF CURD—, CURB & GUTTER F~ r CU(TER ° X :3 OL X Z GRADE: 80T rOM OF CURB 20 G O tG" - ` " •_ - 00 CURB OPENING = W + V-0,. Q W ELEVATION U0=0 a t. CONCRETE CLASS 520-C-2500. o Z W 2. WEAKENED PLANE JOINTS TO MATCH CURB JOINT AS DIRECTED BY THE ENGINEER. PL-,\N O �j1 ti .3. CURING COMPOUND SHALL BE SLOPE NOT TO EXCEED 127 N SPRAYED UNIFORMLY ON ALL 4'-0" MIN ��6" MIN L EXPOSED SURFACES PRIOR TO Lu ME EVAPORATION OF SURFACE WATER. to SLOPE Y;' FT 27. — 4. SCORING LINES TO BE PLACED PRIOR TO EVAPORATION OF SURFACE WATER. XP 5. SUBGRADE SHALL BE COMPACTED TO A JOINT ti MINIMUM 90% RELATIVE COMPACTION, SECTION A°A T c m I UPDATED, REYSED St A*% STD cpc 8/22/2007 E v C17Y OF SAN BERNARDINO APPROVE09-7,of�`P7 STANDARD a Uf-'V]-'I. 1J'h1L`N`I',SERii/C'E:S--PI]B1,IC.' WORKSIFNGINEER/NG NO RESIDENTIAL DRIVEWAYAPPRQACN CITY ENaNMR Packet Pg. X277 fiXIiING AC PAVEMENT TRENCH AREA 10 12 TRENCH WIDTH � �-- 5 TRENCH EDGES-- . ..--IF 4' OR LESS- - —If 3' OR LESS ti 05% TIILN COLD MILL OR GRIND THEN EXISTING AC STRUCTURE REMOVE/REPLACE 0. SECTION PER NOTES: EXISTING AC O , I.V MIN STRUCTURE SECTION c z TYP 957 1 10 t? PER NOTES: I ,,,, r ' ' (D@ 10 12 a ' Ix, • . . ..`. .' iy {{ � .; Ui s ! r i+.l n * r r w CURB AND GUTTER r t 1-" z MAX TRENCH WIDT I - OR EDGE OF PAVEMENT' ""'4- } I C�0 > P m (4y f TRENCH EDGE �- a 6� MIN � '��" '`•� s�?^: —. . V 0 U. — - PAVEMEN-_. REPLACEMENT LIMJTS 0 T_YPIC_A_L_ SECTION GENERAL RIGHT-OF-WAY ,TRENCh1 NO'fi AS OIRECTLD BY THE ENGINEER Q I'1,1 ASPHALT PATCH THICKNESS SHALL BE 3 INCHES MINIMUM OR 1" GREATER THAN EXISTING AC, WHICHEVER IS GREATER. TRENCH 00 WIDTH SHALL BE BY SAW CUT ONLY. ASPHALT PATCH MAY BE ELIMINATED OUTSIDE THE ROADWAY PRISM.. COLD MILL OR GRIND 04 I 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: WHEN TRENCH CUTS HAVE BEEN AUTHORIZED FOR NEW STREETS OR FULL REHABIUTATED STREETS WITHIN THE LAST 5 YEARS, N GRINDING SHALL BE EXTENDED TO THE FULL TRAFFIC LANE, FOR STREETS THAT HAVE BEEN SEAL COATED WITHIN THE LAST 3 YEARS, THE TRENCH AREA SURFACE SHALL BE SEAL COATED WITH SIMILAR MATERIAL TO THE REST OF THE STREET. ANY TRENCH CUTS WITHIN THE SAME AREA LESS THAN ONE (1) YEAR OLD ARE CONSIDERED MULTIPLE CUTS. MULTIPLE CUTS WITHIN 100' OF EACH OTHER MADE BY THE SAME ENTITY SHALL BE REQUIRED TO GRIND AND OVERLAY 0.15' FOR THE FULL LANE WIDTH BETWEEN U TUTS AND INCLUDING THE CUTS, EXISTING CONCRETE ROADWAYS SHALL BE REPLACED WITH CLASS 520-C-2500 CONCRETE OF IRT EQUAL THICKNESS COLD JOINT TO COLD JOINT IN ACCORDANCE WITH GREENBODK SECTION 201-1.12 AND INSTALLED IN z ACCORDANCE WITH STANDARD PLAN 132-1 OF THE AMERICAN PUBLIC WORKS ASSOCIATION STANDARD PLANS FOR PUBLIC WORKS O CONSTRUCTION, LATEST EDITION. Q (2) ROAD BASE: CRUSHED AGGREGATE BASE (GREFNB00K SECTION 200-2..2) 4 INCHES OR MATCH EXISTING SECTION, WHICHEVER IS = GREATER, 957 DENSITY. PLACED IN MAXIMUM 4 INCH LIFTS. EXISTING CONCRETE ENCOUNTERED BENEATH THE ASPHALT PAVEMENT W ROADWAY SHALL BE COMPLETELY REMOVED AND REPLACED WITH CRUSHED AGGREGATE BASE (GREEN BOOK SECTION 200-2.2) TO A THICKNESS EQUAL TO THAT OF THE CONCRETE REMOVED. ( TRENCH BACKFILL: SELECT BACKFILL, 957 DENSITY, PLACED IN 8 INCH LIFTS. IF TRENCH IS LOCATED OUTSIDE THE ROADWAY PRISM, SELECT BACKFILL MAY BE PLACED TO FINISH GRADE AT 90% DENSITY. d } PIPE ZONE: SAND (SE 30) OR GREATER. JETTED, PER SECTION 306-1.3 (GREENBOOK), OR PLACED MECHANICALLY TO 907 p DENSITY. LOCATIONS SHALL BE CLEARLY SHOWN ON THE PLANS. W :: MINIMUM TRENCH WIDTH SHALL BE THE PIPE DIAMETER PLUS 2 FEET FOR ALL PIPE DIAMETERS. PIPE SHALL BE CENTERED IN THE " TRENCH. TRENCH WIDTHS SHALL ALLOW PLACEMENT AND COMPACTION OF BACKFILL MATERIAL. {,6) MAXIMUM DISTANCE BETWEEN PIPE WALL AND TRENCH WALL SHALL BE 18". N , } MINIMUM COVER IS REFERENCED TO FUTURE FINISHED FINAL GRADES UNLESS OTHERWISE SHOWN ON PROFILE DRAWINGS (36" MIN). U R SUPPORT PIPE WITH SANDBAGS AND SPOT LOAD PIPE AS REQUIRED DURING INSTALLATION OF CLSM IN PIPE ZONE AND W Cn PIPE BEDDING AREAS. DIAGONAL PAVEMENT REPLACEMENT IS NOT PERMITTED. i0 ANY TRENCH CUTS WITHIN 4' FROM THE EDGE OF PAVEMENT, LANE LINE, CURB OR GUTTER SHALL HAVE THE PAVEMENT PATCH EXTENDED TO THE EDGE OF PAVEMENT, LANE LINE, CURB OR GUTTER. a tt NO FLOATER LESS THAN 3'-0" ALLOWED. L2 PATCH MATERIAL SHALL BE LIKE IN KIND. 04 T Q1 2 UPDATED. REVISED A REDRAW "T17 CPO 10/14/2009 0 ' v CITY OF S'�N BF'RNARDIN0 APPPOV �' 15� '�8 _ sTANQARd a f)I:V t',I.OP(tifENT.SERVI('E.S---PUBLIC' Wf1RK.S/f'NC;fNEE RlNC; 'r/ TYPICry.4 f. DETAII. RL•'STMA170N PERMANIENT -—° 310 .SURF4CINWTRENC HM; CITY ENGINEER Packet Pg.1278 5.0 '.c ARTERIAL f ARTERIAL OR ARTERIAL / LOCAL MOUNTED TO SIGNAL POST ABBREVIATIONS =Ave to Alley =Allay Baulevtrrd =Blvd 'i o Center =Ctr Circle =Cr 32" BORDER, V FROM o Court =Ct CITY LOGO ALL EDGES°- Drive =Or Highway =Hwy Lorne =Ln 14" _ R Place -PI BLADE y Parkway =Prkwy `y m Road =Rd (SIGNALIZED) State Route =Rte INTERSECTION _ 1 I -stq.y r Street =St Trail =Tr d Way =Way CITY LOGO 6" �, 2._ � a w ARTERIAL ARTERIAL OR ARTERIAL r LOCAL U z tL BLADE (UNSIGNALIZED) INTERSECTION . 3 r e CiiY LOGO BORDER. 3s" FROM TOP i � Q 3}z°" 4a DIA & BOTTOM 00 N SIGN BLADE MOUN[IN G m DLE PATTERN Cn r t CI TY LOGO — 2" �� V 411 111 Z t ")QTE: 0 STREET NAME & NUMBER SHALL 24" MIN m BE CENTERFD ROTH VERT & HORIZ 36" MAX OR AS Q APPROVED (NATH 2Y4" CLEAR ON ENDS) ON W SIGN BLADE. MIN LETTER SPACING = 75% (F.H.W.A. STANDARD) 6" IL 6 W (9°) SrGN BLADE SHALL BE 8 GAUGE (.12$) FLAT ALUMINUM ALLOY WITH i p DOUBLE FACE f INISFI WHITE LETTERS & BORDER ON GREEN BACKGROUND, SIGN BLADE SHALL BE FABRICATED USING HIGH INTENSITY REFLECTIVE SHEETING AND PERIMAN OVERLAY. (SEE SHT 2 FOR INSTALLATION). N ' U (14") (IS-) SIGN BLADE SHALL BE 8 GAUGE (.128) FLAT ALUMINUM ALLOY N SINGLE FACED WITH WHITE LETTERS & BORDER ON GREEN BACKGROUND. _ SIGN BLADE SHALL BE FABRICATED USING HIGH INTENSITY REFLECTIVE SHEETING AND PERIMAN OVERLAY. (SEE SHT 4 FOR INSTALLATION). as SaH Ben mo DETAIL N T J.d I UPDA70. REVM h REDRAYM srn cat r1lrol2o07 CITY, C) E NO. ION UX RIQ APE02VED � MY OF SAN BERNARDINO APPRO .D v, � FPacket D Q t)!°Ill-'L r?P;4IEN7',SI;f�VIC�ES�-PUBI.If 4i�ORK.S/IsNC,INET:RIN(: T11 l 1 VAME SIGN cr €,mN,rft 1279 I ARTERIAL f ARTERIAL OR ARTERIAL f LOCAL 9" r (UNSIGNALIZED) O INTERSECTION 0 A El @ a. lJ U 3 O O ATTACH SIGN BLADES 1.0 SIGNAL POLE AT 96" FROM SIDEWALK USING d BRACES WHEN SIGN BLADE IS 36" OR LONGER IN LENGTH. 00 I ( N SIGN-TO-SIGN BRACKET; TELESPAR 514TCF200 (FOR SIGNS UP TO 18" LG), ,M,_, � ( TELESPAR 120TCX200 (FOR SIGNS OVER 18" LG). H .280° WIDE SLOT, VANDAL-PRUF BOLTS 2NVPA12. Cn I I O POST-TO-SIGN BRACKET; 5UPR-LOK 2N97 SOX2. .280" N OE SLOT, VANDAL PRUF BOLTS 2NVPA12. U ('N i v ® SIGNPOST; TELESPAR 2' SO 12 GA. HELD TO A 2)4' SO x 3d" 3d C,A. H.D. 0 ANCHOR. w m O FOUNDATION; PORTLAND CONCRETE CLASS 500—C--2500 MAX SLUMP=5 _ tL n w 03 th vi !2t , Co W d C z -2-+- �' USE ZUMAR INDUSTRIES O (OR APPROVED EQUAL.). ti N _ U DRIVE RIVET J � Q a ANCHOR. TELESPAR — N 2Y4" SO x 30" � T H.D- c W E i UPDATM.R"SW a rem AW SM �� �tJe/soon .c NO, V wmm BY R C C17Y OF SAN BERNARDINO APPROVED STANDARD Q [)F.VTI.OPiWF,,NT SERVIC'F.S—PUBLIC WORKSIF,IVC1NEGkING NO #--- - 4/ . 504 S 1 R l NAl Yl �J1N Packet Pg. 1280 a TY I r 5.CG.c 66° MIN r I'± RADIUS- 11Y LOGO WHITE GREEN (SEE DETAIL) o = M (4 tQ d I" BORDER 4" 8" S, BORDER LINE 6" � _ MIN m E NON - ILLUMINATED a STREET NAME SIGN [DETAIL FOR MAST ARM INSTALLATION - U. NTS 3 8" Q Co N N H I m Q San Beroar 110 W D ETAI L Z CITY LOGO W 0 NTS N U NOTE; w 1. SEE SPECIFIC ENGINEERING PLAN FOR PROPER SIGN NOMENCLATURE, Z. FULL-SIZE LAYOUTS OF EACH SIGN LEGEND SHALL BE SUBMITTED TO a THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. a 3. SEE SHT 1 OF 5 FOR MATERIAL REQUIREMENTS. N r 4. SEE SHT 4 OF 5 FOR APPROPRIATE INSTALLATION. c (D i UPOATM RDIM &R£AMM sTV dlo 11/8/M7 G 8 CITY OF SAN BERNARDINO APPROVED Nov. �, ?..tea►? STANDARD a 1)1-' 'EI.OPiWEN7`.SERVI('ES—PI)BLtf' WORK.5/EN(;INEs'ER1NC; NO. n r 504 IS TREE r' NA M E 31 GN 0: aw Packet Pg. 1281 5CG.c 'J CITY STREET SIGN SIGNFIX MEDIUM EXTRUSION (SX0073) t ``J 3M DOUBLE BACK TAPE t v d SIGNFIX MODIFIED CHANNEL CLAMP (SX 0222) STEEL BANDING t I C MAST ARM BRACKET ($A 1000) ($A — 1I700 EXTENSIONS) m ZAP MANUFACTURING. INC. VIEW I NTS, d E as m ALTERNATE .. INSTALLATION v 2 p O J F- LL a 3 z B B Q 5 z g co 00 ( N R F- c '1 0 F 1 A rl S} L j z O SIGNAL POST 1 m VIEW A MAST ARM w NTS INSTALLATION PREFERRED a L o d Z u 4 w v O U'f � ti LA N (tiJ Q rE. w U USE ZAP MANUFACTURING. INC. u- N (OR APPROVED EQUAL) FOR o _ MAST ARM PREFERRED INSTALLATION. F- Q w a USE ZUMAR PRODUCTS n- (OR APPROVED EQUAL) FOR `o o> ALTERNATE INSTALLATION. N T i UPDATO.ft'"SW A RWRAWW STD cPc 1t/a/2007 E R CITY OF SAl"�T BERNARDINO APPROVED nE— _7 STANDARD t)Iib1 1,C)PMF.NT,St RVICTS' -!'tIB1.1C,' WORKSIEWGINEL•"RIN(; NO' a w r 5041 S THEE T NAME SI G N CITY olaw" r 9.1282 U d 0 c 8CR 0 a i OCR V in I L J OCR !.J u- yy w 3 - 0 Y. Cr N U _ m Cn Cn t.. ._ ----- L 1 - (� 0 ry OCR u v mQ _ W m "T" INTERSECTION "42' INTERSECTION "I_" INTERSECTION LEGEND o DOUBLE SIGNS WITH OR WITHOUT R-1 Z w +M SIGNLE SIGN WITH OR WITHOUT R-1 O H I,- NOTE. N LOCATION OF STREET NAME SIGNS ARE SHOWN APPROXIMATE. W ALTERNATE LOCATIONS TO BE APPROVED BY THE ENGINEER. Cl) TYPICAL LOCATIONS: ON BCR OF NE & SW CORNER OF INTERSECTIONS. _ FOR UNNAMED PRIVATE STREETS, THE WORDS 'PRIVATE STREET" h SHALL BE 4" HIGH AND CENTERED WITHIN THE SIGN. Q a MAJOR STREET = ARTERIALS in a> MINOR STREET = COLLECTORS & LOCALS N ;.t c a� I UPDATED, REVISED &RORAM STD CPO ii/8/2W7 >_ t NO, _B20101 ox Dag AEEEMP CITY OF SAN BERIVARDINO aPPr.O ED N��` , �� STANDARD Q nrr rLOPMENT SERVICES--PUBL.If WCIRKSIENGINEERIN(1 NO. S L 3 iL/E 1 1 T 1 M S GN CITY ENGINEER 504 Packet Pg. 1283 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLANS E a U L O u. O L 3 Q co N M H V1 F- U d' z O 00 Q w a 0 z w O ti N U W N F- Q tn n. (7) I,- N r C d ® V Q 5.CG.c r i a 0 L (L 0 4' 1220 mm)-MIN A 4' 1220,mm) MIN mmi*-1 TRANSITION R x 4:1 MIN w c a ? E McxC 33 NOTE 6 n. NOTE 2 0,a 10% Eaa! MA U L CUR .4 .—�. uo CURB FACE 4' (1220 mm) 0 t:<2 " A TYPE 1 Q 00 N M OR B N 4' K1220 mm U R � R o Lx GRAD GRADE BREAK = a¢ NOTE 8 ( 1� a ui Y NOTE 2 R. CURB FACE— — "`0 mm) w 4' � O A OR B N SEE FIGURE 1 U TYPE 2 uWi CASE A a PARTS OF THIS STANDARD PLAN SHOW INSTALLATION FOR TYPICAL an RETROFIT CONDITIONS, AND ARE NOT FULLY COMPLIANT WITH CALIFORNIA BUILDING CODE REQUIREMENTS FOR NEW DEVELOPMENT. N w c a� STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION Ec STANDARD PLAN V 0 PROMULGATED"THE Y PUSLJO WORKS STANDARDS INC. CURB RAMP 111�-5 a GREENSDOK CDMMIT EE 1094 ,:look 200%200%2000. 2013 USE WITH STANDAR SPECIFICATIONS FOR PU LIC WD.KS C N LIMON SN 1 OF 10 Packet Pg. 1285 3.CG.c. E Q) BCR o a` � o 2% M X 4' 1220 mm) GRADE BREAK R E NOTE 8 E NO 2 cw a PLANTING U IL AREA 0 K u- cuR13 TYPE 3 w CURB FACE O WHERE PLANTING AREA IS L ADJACENT TO THE CURB RAMP, 3 USE CASE A, TYPE 6 Q Ko N M 2%MAX z a4` U m GRADE BREAK v Y 4' 1220 mm 0 0 NOTE 8 BCR = Lu o: a NOTE 2 > d PLANTING CL AREA Z w CURB FACE �`K`4� r` N WHERE PLANTING AREA IS U Lu ADJACENT TO THE CURB RAMP, TYPE 4 USE CASE A, TYPE 6 CASE A a a Lo rn ti N T d.+ Cd G STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN U 111--5 a CURB RAMP SHEE1 2OFi Packet Pg. 1286 S.CG.c ` IOR B a� 'o L 4' 1220 mm �- R Z R o 73 NOTE 2 8.33 N 133r DE BREAK Q rev N ja PLANTING AREA ? a.==:, PLANTING AREA m m CURB c�a CURB FACE `'�•�,,, 4' a o�X (1 20 mm� +�. �� U L u- SEE�cU E 1 TYPE 5 0 0 v L 3 PARKWAY d. N R W 27. N MAZ F U Q. J z 4' 1220 mm Zq d O PCC WALK qi _ 4 1220 mm MIN R z� a,Ix N a NOTE 2 NOTE 8 �ryp `'' 0 PLANTING AREA TYPE 6 z Lu O CURB7� CURB FACE ��� � N Lu � U IF PLANTING AREA IS NOT Qc3 N ADJACENT TO SIDE FLARE, USE _ "X" PER TABLE 2 FOR THAT FLARE CASE A a a Lo rn ti N T W E STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION 'STANDARD PLAN U 111-5 CURB RAMP a SHEET 3 2F a Packet Pg. 1287 1i i S.CG.c Y d 0 L a o 7rx z cYa NOTE 2-4 Rj � Y 8. 37. MAX � CURB I NUTS 8 CURB FACE �.__ X (7221 be C o TYP E 1 0 3 Q 0o �r N M h N 22%-� H MA d. Z O 00 ci W NOTE a a NOTE 2 � y� W IL O CURB CURB FACE ��l G N L to CASE B a a Lo rn ti N T Y E STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN s c�a • 111-5 a CURB RAMP Packet-Pg. 1288 I A SKEW ANGLE, o 4' a` SKEW ANGLE 0=45' 1220 m }NOTE 2 0 OFFSET b=0 r UNLESS OTHERWISE ;;::: r NOTED ON PLANS y Mfl IC X •+ c (D NOTE 8 "! 0 OFFSET, b R CURB CASE C a, .� CURB FACE x U 0 u- 4- 0 z 'a E a Q0 00 SEE DETAIL N U A, B. C, OR D NOTE 8 A u TY E 1 > NOTE 259'MAX U a PLANTING °- AREA REG D X=4' (1220 mm) Z IF ADJACENT TO O CURB PLANTING AREA, m CURB FACE OTHEWISE SEE TABLE 1 Q W H Y E p SEE DETAIL A, B, C OR D E Z o w AA o t 3 3 cli NOTE 8 ' .::x....,',1 5 e MAX N U U 4 V W NOTE 2 _N � CURB FACE// TYPE 2 a a CASE D ti N T c�c _ G STANDARD PLAN � STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION r 111-5 CURB RAMP a SHEET 5 OF 10 Packet Pg. 1289 5.CG.c t i S M XT Gi2A0E BREAK a 4' (1220 mm) o x L' E 0 �• CO-� E � s co Ln E ¢ 2 OR �` N `t MARKED A OR g LESS CROSSWALK a v ti Z ... %AX - — x > x ca >. V (1220 mm d PLANTING U L. AREA NOTE 2 TYPE 1 0 JL CURB n R °NOTE 8 u' CURB FACE X X-4' 1220 mm �4'a � WHEN ADJACENT (1220 mm) 3 TO PLANTING AREA Q x Lo_ MARKED CROSSWALK S 2% N MAX r x Z r� x E O o 0 m MARKED W S C LESR 5% MAX CROSSWALK F- NOTE 2 �...-...., °X •-� > x a Y x w v .E;,;i ;,, O Q a ii _ _4 GRADE BREAK t- ti CURB X 4- X N CURB FACE ( 220 mm) NOTE 8 TYPE 2 W N CASE E mill Q a MARKED 0) CROSSWALK ti N r a.� C d E STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN = U CURB RAMP 111-5 a SHEET 8 OF 10 Packet Pg. 1290 5 CG.c w SEE NOTE 6 R Y 4' 1220 mm MIN p L TOP OF EXISTING ROUNDED- RAMP o ROADWAY 5 � EDGA - - -A y — A2-O CURB AND GUTTER c� SECTION A-A USE FIGURE 1 TO DETERMINE _ WHICH OF SECTIONS A-A, B-B m SEE NOTE 6 PARKWAY OR C-C IS APPROPRIATE. E R Y 4' 1220 mm ROUNDED TOP OF a. EXISTING EDGE RAMP DEPRESS BACK OF WALK >' ROADWAY S.V SEE DETAIL A, B, C OR D, U x .-2% AX SHEET 10, 0 A2-0 CURB AND GUTTE U- 4- 0 SECTION B-B 3 a SEE NOTE 6 R _0220 Y co EXISTING 4 mm MIN N M ROADWAY DEPRESS BACK OF WALK SEE DETAIL A. B, C OR D, N MAX SHEET 10. >_ A2-0 CURB AND GUTTER F— V SECTION C-C z 0 m a 4' Z � W 1220 mm t w DEPRESS BACK OF WALK �Mq � C ALK a D Z SECTION R-R W 0 ti Z OR LESS z U 4' Z 1220 mm 1220 mm N .D�EPPRRFSS BACK OF WALK PCC SIDEWALK Lo a) SECTION S-S N Q ;_ STANDARD PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION 2 CURB RAMP 1 1 1-5 a r of 1D Packet Pg. 1291 " S.CG.c PARKWAY WIDTH, FT (m) 4' S' 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) 0 E 2" (50)- o Y 3" (75) - I 4" (1 00) 0 u j SECTION A—A a Z 5" (125) LANDING = 4' 1220 mm) c U 6" (150)- z E CD O m La 7" (175)- > U d e" (200)- - U 9" (225) U SECTION B-8 o Q 10" (250) CALCULATE Z DIMENSION L- PER FORMULA BELOW o O 11" (275) 'a m z 12" (300) Q OR MORE FIGURE 1 — SECTION USAGE co v N M NORMAL WHERE FIGURE 1 SHOWS USE OF SECTION B-B, FIGURE Z CURB FACE, SECTION Y-Y DIMENSION AS FOLLOWS: N 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 U 3" (75) 4.00' (1220) MIN 3.95' (1185) Z = [(Y+L)-W] x 0.760 z Z 4" (100) 4.00' (1220) MIN 5.26' (1580) IF (Y+L) < W, THEN Z = 0 O 5" (125) 4.17' (1275) 6.58' (1975) Q 6" (150) 5.00' (1525) 7.90' (2370) W 7" (175) 5.83' (1775) 9.21' (2765) H 8" (200) 6.67' (2035) 10.53' (3160) 9" (225) 7.50' (2265) 11.84' (3555) a 10" (250) 8.33' (2540) 13.16' (3950) Z Lu 11" (275) 9.17' (2795) 14.47' (4340) O 12" (300) 10.00' (3050) 15.79' (4735) N SEE SHEET 9 FOR STREET SLOPE ADJUSTMENT FACTORS, ALL STREETS U w TABLE 1 — X AND Y VALUES o: TABLE 1 REFERENCE FORMULAS. Q X = CF / 8.3339. Y = CF / (8.3337. - 2% WALK CROSS SLOPE) ti N r w C G1 >_ STANDARD PLAN C STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION CURB RAMP 111-5 a SHEET 8 OF 1 Packet"Pg. 1292 3 5.0 4' 1220 mm) U O 0.. 1 GRADE BREAK 2 m T M T o: CUR GUTTER lr, X.DOWN.,�,, X.U_ J CURB FACE SLOPE, S 4' (1220 mm) TYPICAL CURB RAMP o_ r i 0 BACK OF WALK r W o 0 OW L F INE SECTION T—T a SLOPED STREET 00 It 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 } E- U S K.DOWN K.UP 0% 1.000 1.000 Z 0.24 0.977 1.025 0.5% 0.943 1.064 m 17 0.893 1.136 Q 2% 0.806 1.316 = W 3% 0.735 1.563 4% 0.676 1.923 5% 0.625 2.500 g TABLE 2 — SLOPE ADJUSTMENTS o z W TABLE 2 REFERENCE FORMULAS: 0 K.DOWN = 8.333% (8.333% + S) K.UP = 8.333 / (8.3337. - S) ti N U W Co STREET SLOPE ADJUSTMENTS a a rn ti N r r C d >_ STANDARD PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION a CURB RAMP 111-5 T Packet Pg. 1293 5.CG.c " (305 mm EQ O O O 12 E LEE 3/4" i o U O ® 0.90" cv w o - �- J__'I )-- l 1 SINGLE a 1/4 x-1/4" O O ® O PATTERN "TRUNCATED DOME" 2 (6 mm) (6 mm) 2.35" r --C60-mm) GROOVING DETAIL DETECTABLE WARNING DETAIL d CONSTRUCT FENCE OR HANDRAIL >_ o cl) PER CONTRACT PLANS o x { 6' (150 mm) d uz m< I I -PAVED SURFACE RETAINING CURB {y -PAVED SURFACE V O LL DETAIL A D ET AIL B 0 GRADED 6' (150 mm) Q SLOPE 2:1 UNPAVED SURFACE U P SURFACE MAX RETAINING CURB -, ao ` N \ M — � DETAIL D DETAIL C cn GENERAL NOTES: z 1, CONCRETE SHALL BE CLASS 520-C-2500 (310-C-17) CONFORMING TO O SSPWC 201-1.1.2 AND SHALL BE 4" (100 mm) THICK. m 2. THE RAMP SHALL HAVE A 12" (305 mm) WIDE BORDER WITH 1/4" (5 mm) _ GROOVES APPROXIMATELY 3/4" (19 mm) OC. SEE GROOVING DETAIL. Lu 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, a O 5. USE DETAIL "C" OR "D" IF EXISTING SURFACE BEHIND LANDING IS UNPAVED. W O 6. R - 3' (900 mm) UNLESS OTHERWISE SHOWN ON PLAN. SEE SHEET 7. H ti 7. ANGLE = 0/2 UNLESS OTHERWISE SHOWN ON PLAN. N U 8. CONSTRUCT DETECTABLE WARNING SURFACE PER DETAIL. THIS SHEET. MATERIALS `LLI SHALL BE PER CONTRACT DOCUMENTS. _ H Lo Q d rn ti N r C d E STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION srnNOnRO PLAN CURB RAMP 111-5 a SHEET 10 OF 14 Packet Pg. 1294 FACE PLATE !4 O 12' ( 13M •300 mm) ASSEMBLY EACH WAY STREET, DEPRE 1/4' (5 mm) R OR LOCAL DEPRESSION +=' SURFACE d a Q + 3:2 � t= SLOPE 0 (100 mm) FLOW LINE r=(75 3m r FACE DOWEL C PLATE (TYP) c_ r c } LINE CURB LINE ~ w > I 14 lif 2 EXTRA S {JI13M) STEPS ON 2 SIDES t F ( t (100 mm) MIN y MANHOLE FRAME AND COVER 12" E i (300 mm) MAX 0) I s 3" CATCH BASIN E I (75 3 W MANHOLE RAME COVER N MQ �z h F � Z �� OPTIONAL SUBGRADE CONNECTOR PIPE 0 F OR MONOLITHIC LL U CATCH BASIN /-=- h oc�it 8 O o f O STEPS E SECTION A-A 3 4" 8" 200 mm op `*` I (140 R #4 N13M) 04 �f N E17 I— W m N DOWEL (TM) 13 A PLAN DOWEL DETAIL � z STRUCTURAL DATA m WALL AND SLAB DIMENSIONS AND = REINFORCEMENT REQUIREMENTS t�l F REINFORCEMENT a' MAX MAX t t REQUIRED IN Sly V FRONT �130TTOM END � WALL WALL d , (1.0 rn}�' (2.4 m) 8" (150 mm) 6' (150 mm) Z 3.W (1.0 m) 12' (3.5 m) 8' (200 mm) 6" (204 mm) O E E W 7' (2.0 m) 8' (1.8 m) 8' (150 mm) 6' (150 mm) 1 Q 7' (2.0 m) 12' (3.5 m) 8' (200 M-) B' (200 mm) F U N 14' (4.0 m) 4' (1.2 m) 8' (150 mrn) 6' (150 mm) R O R E R E W 8' (2.4 m) 6' (150 mm) 8" (200 mm) I C D � 14' (4.0 m) 12' (3.5 m) e" (200 mm)10" (250 mm) F M — 4' (1.2 m) 6' (150 mm) 6" (150 mm) 0 E R 6' (1.8 m) 6' (150 mm) B' (200 mm) C N Q CD E T U r 8' (2.4 m) 8' (200 mm) 8' (200 mm) M I E R E E 10' (3.0 m) 8' (200 mm 10' (250 mm E 1` N N (250 mm) T D r FOR W > 28' (9 m), V > 12' (3.5 m) OR 8 > V (1.2 m) SEE PLANS = STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION E STANDARD PLAN u 70 Ery PIE CURB OPENING CATCH BASIN PUBLIC WORKS BTANMMIrTE INR, 300-3 GREENBOdC CONNITIEE Q 10x4 nev.1e92,loge.aooa U NTH STANDARD SPECIFI ATIONS FOR UBLIC WORKS CONS CT70N 1 Packet Pg. 1295 S.CG.c NOTES: L) m 1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED p 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 r 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. 0 t 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE d SHAPED BY PLASTERING. _ 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL 0 AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE E EXCEEDS 8%, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE 0 THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. m 4. DIMENSIONS: Y B = S-2" (970 mm) U 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). l0 vu= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT 4- THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS 0 OF NOTE 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 12" (300 mm). 'a VI = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF 3 THE INLET, NOTED ON THE PLANS. Q H = NOTED ON THE PLANS. co W = NOTED ON THE PLANS. d N A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE M AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. N 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPECIFIED, N THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. H 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 U SKEW NECESSARY TO INSURE MINIMUM 3" (80 mm) PIPE EMBEDMENT, ALL AROUND, WITHIN v THE CATCH BASIN WALL, AND 3" (75 mm) RADIUS OF ROUNDING OF STRUCTURE CONCRETE, Z ALL AROUND, ADJACENT" TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE 0 USED TO ,LOIN 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 m IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE Q 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 SPACED 12" (300 mm) APART. THE TOP STEP SHALL BE 7" (175 mm) BELOW THE TOP OF THE > MANHOLE AND PROJECT 2-1/2" (65 mm). ALL OTHER STEPS SHALL PROJECT 5" (130 mm). a 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7' (2 m) ON CENTER (MAXIMUM) ALONG THE Z BACKWALL. w 8. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 0 H 308 MONOLITHIC CATCH BASIN CONNECTION ti 309 CATCH BASIN REINFORCEMENT N 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR V 312 CATCH BASIN MANHOLE FRAME AND COVER w 635 STEEL STEP tp 636 POLYPROPYLENE PLASTIC STEP _ h Q d urn m ti N r C >_ STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN u CURB OPENING CATCH BASIN 300-3 Q SH ET 2 OF Packet Pg. 1296 P I S.CG.c I I y low- E BARS-2 ABOVE & v 2 BELOW OPENING C BARS r13M 108"450 mm) d 12" (300 mm) MIN . O 3" (75 mm) MIN ..° q � / A 12" 300 mm MIN `° $ t E BARS-2 ABOVE & ,. d 2 BELOW OPENING `�♦ 0 18' 4 0 18' #113M ® 450 mm) (#13M 0 450 mm) V C BARS J SECTION A-A ,° 0 o ca h Q Co �t PLAN M CORNER CONNECTION U) 4� U 4' D BARS-2 ABOVE & 2 BELOW OPENING Z 12" 12" O 0 mm) IN ! A 300 mm) MIN Q 3' (75 mm) R _ P W ly '9 g l J > a J 0 W `� 04 113M 0 450 mm) N / C BARS V l h a rn PLAN N SIDE CONNECTION Y Q STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN u THE PL18 e� � 'Nc�, MONOLITHIC CATCH BASIN CONNECTION 308-2 a 1954 REV.1995,1009 USE YATHSTANDARD SPEcIFICATIONS FOR PUBLtC WORKS CONSTRUCTION I SHEET 1 Packet Pg. 1297 5.CG.c m STRUCTURAL DATA o • o_ C D&E c ME B t BARS BARS B t BARS BARS O Y 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) 24" (600 mm) 5 1/4" (140 mm) 54" (1350 mm) 9" (240 mm) 27 (675 mm) 5 1/2" (140 mm) 57" (1425 mm) 9 1/4" (240 mm) 'o 30" (750 mm) 6" (165 mm) 60" (1500 mm) 9 1/2" (240 mm) m CL 33" (625 mm) 6 1/4' (165 mm) 0 63" (1575 mm) 10" (260 mm) ® r 36" (900 mm) 6 1/2' (165 mm) 66" (1650 mm) 10 1/4' (260 mm) ' U 39" (975 mm) 7" (190 mm) 69' (1725 mm) 10 3/4' (280 mm) O 72" (1800 mm) 11' (280 mm) U. O FOR B GREATER THAN 72' (1800 mm) SEE PLANS -a L Q co 1* NOTES cv M 1. REINFORCING STEEL SHALL BE 1-1/2" (40 mm) CLEAR FROM FACE OF v~i CONCRETE UNLESS OTHERWISE SHOWN. H 2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT V AT CENTER OF OPENING AND BENT INTO WALLS OF MONOLITHIC CATCH v BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCH zz BASIN SHALL BE CUT 2" (50 mm) CLEAR OF OPENING. C6 3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE _ ROUNDED EDGE OF OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETE w WITH THE SAME CLASS OF CONCRETE AS THE CATCH BASIN AGAINST A o: CURVED FORM WITH A RADIUS OF 3" (75 mm). 4. CONNECTIONS SHALL BE CONSTRUCTED WHEN: a (A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN z (B) ANGLE A FOR PIPES THROUGH 30" (750 mm) IN DIAMETER w IS LESS THAN 70' OR GREATER THAN 110'. 0 I,- N v w N o: a a Ln am ti N r r.+ C d E STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION sraNDaRO PLAN MONOLITHIC CATCH BASIN CONNECTION 308-2 Q SHEET 2 OF Packet Pg. 1298 S.CG.c I rte►A CASE A (--- ---1 CURB OPENING 2, 600 mom_ I W� D� CATCH BASIN PLAN a WHERE NO EXST GUTTER B -- CURB FACE I ( r� o '¢ POINT A POINT 8 POINT POINT 0 ` POINT E s +'AIGy7 � R G 1 p�G�4�E � lOG� RA�.t3� e�G���F` ` c 5 to I a� .r POINT F A B POINT G N K Lam• L N a s w I FLOW -- 0 - Fes_ OPEN POINT 0 � PROFILE C a POINT A POINT B" POINT C 3 a F~ -1 CURB OPENING 00 I W0 I CATCH BASIN PLAN M CASE B c POINT A G4. POINT B POINT C gPOINT 0 -- I POINT E �, m a POINT F t✓ POINT G p N L L N -- > FLOW n. FLAW I I �— -_ O Z POINT A OPEN POINT O POINT 8 POINT C PROFILE Q N + E E w 04 4 w +.. 4. a A 4 Ln ti N SECTION A-A SECTION B-B SECTION C-C r 10 w STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION f STANDARD PLAN v PROMULAIMED N PuauO 100R1f6 0 oMrns�Na LOCAL DEPRESSIONS AT CATCH BASINS a � � 4 313-3 ,664 REV.1606,40M 4000 USE W1 STANDARD SPEC A11aNS FOR PlJ8L1G WORKS C STRUG ON SHEET I OF 4 Packet Pg. 1299 5.CG.c' C CASE C CURB—SrDE wD r� cuRB—oPENrNG PLAN GRATING CATC BASIN w/ a CATCH BASIN GRATING —_ c — — o POINT A POINT B POINT D� r_POINT E POINT C ®v c D iGN� ���.. YALLEY G!?Ak VAG� '�'''�-.--. c y POINT F �C POINT G N L L N a Low-D Y U ® GRATE OPEN p01NT D PROFILE 0 POINT A POINT B POINT C c� 3 �I:•" a It CASED CURB OPENING PLAN N �_.————————� ' CATCH BASIN v � WD ( r` — U) POINT A POINT B POINT C S POINT D F= _ P01NT E GRATING MANHOLE `�Hr & DEBRIS J IN STREET Z SKIMMER F 0 00 i a POINT F- STRAIGHT GRADE ' E POINT G W N K � VALLEY "^��'� L N � p GRATE OR MANHOLE a _ I � POINT A OPEN POINT 0 PROFILE o POINT B POINT C U N m z W + GRATING ce E r N MANHOLE t�l H .� a- 04 T SECTION D—D SECTION E—E E STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION srnNnnRO PLAN LOCAL DEPRESSIONS AT CATCH BASINS 313-3 Q 5 T OF 4 Packet Pg. 1300 S.CG.c r W---1 CURB OPENING CASE E D CATCH BASIN o C I PLAN n. POINT B �= POINT C POINT E LfC STRAIGHT GRADE/ VALLEY K K E d c� a C CASE F CURB-SIDE WD CURBING PLAN STRAIGHT GRADE GRATING *6G TCH BASIN w/ STRAIGHT GRADE p VALLEY CATCH BASIN ATING VALLEY u- _ o POINT B T C POINT POINT P L� C N M K K to Iq CASE G Z CURB OPENING PLAN o CATCH BASIN STRAIGHT GRADE r _---_ -� m VALLEY I WD I STRAIGHT GRADE Q VALLEY --- w it POINT C H POINT B MANHOLE -__- a POINT T-47 J_JL_IN STREET , POINT P - POINT S �"w`C Z K GRATING K w & DEBRIS O SKIMMER r. N V w H -- OPEN d POINT B (CASE F AND G) POINT C (CASE E AND G) PROFILE w POINT B (CASE E) POINT C (CASE F) AS S -, E, G _ d STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN t 313-3 y LOCAL DEPRESSIONS AT CATCH BASINS Q Packet°Pg. 1301 I S.CG.c NOTES: 2 0 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 1/2" (15 mm) RADIUS. a 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. o AT POINTS B AND C, THE CURB FACE SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB ro 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. c m 4. IN NEW STREETS OR IN EXISTING STREETS WHERE PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE ;_ PLANS: > m THE ELEVATIONS OF POINTS F AND G SHALL BE SET H1 HIGHER THAN THE GUTTER FLOW LINE a. ELEVATIONS AT POINTS A AND D. RESPECTIVELY. U THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE s ELEVATIONS AT POINTS B AND C, RESPECTIVELY. 0 4- THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER O FLOW LINE. L WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E 3 SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. a 00 5. DIMENSIONS: N M_ H, H1, H2 AND H3 SHALL BE AS NOTED ON THE PLANS. rte` cn G = 24" (600 mm) r H K = 5-0" (1500 mm) U v L = 6'-0" (1800 mm) Z O M = 4'-D" (1200 mm) m a N = 5-0" (1500 mm) w of WD = CATCH BASIN W FOR SINGLE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR H MULTIPLE CATCH BASINS. a 0 z w O H ti N U W a a) I- N r 1 d E STANDARD PLAN V ' STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION Y p" LOCAL DEPRESSIONS AT CATCH BASINS 313-3 Q I 2HEET 4OF4 Y g i Packet Pg. 1302 0- MAIN LINE RCP OR 0 REINFORCED MONOLITHIC 4) ARCH, SEE NOTE 2— o' H H .0 F eornm (3") Ml 0 IL LATERAL/ CONNECTOR PIPE (D E ............ 0 m G BARS En 410 6" 3m 0 150 mm) OC 2 00 E E kOUND �03 OR #4 0 18' A % 1 0 C) 0 C" LOGE OM 0 450 rnm) z D z 0 LL TIE BARS 0 rO 3" R vcl W Ld y (75 mm) 4-- 0 Ld < IN E AND F BARS 0 Z (n W "a 0 rx 0 3" 0 m 116M 0 75 mm) OC, SEE NOTE 0 s '—I — E STATION POINT 00 TABLE OF ItT T_ CONNECTOR PIPE N SEE NOTE 3 3" MIN VALUES FOR T STATION POINT B T LATERAL SEE NOTE 3 12, (300 mm) 3' (130 MM) L) PLAN 15" (375 mm) by�0 30 mm) 1W (460 mm) 6, (130 mm) z 21' (525 mm) 5' (130 mm) 0 SPUR OR #4 0 18" -i--ile(140 rnm) �__ 040 mm) I OM 0 450 mm) 27' (575 mm) 1/2' YC TIE BAR x 3w (750 mm) 51 (150 mm) ui G BARS 04 0 6- Or (825 mm)_6—1/2* (170 mm) REINFORCING STEEL (#13M 0 150 mm) pi 136' (goo mm), 6 Ile (170 mm). 3' (80 mml ml�L� 139" (975 mm)l 7' (100 mm) > (L E SPRING TIE BARS a LINE 130 mm m C? z I I ROUND uj EDGES E BARS EL R C 0 EL S Y" mm _G BARS 04 T_J _T k 6 F 13ARS #5 6m) LLI 0 3" (75 mmfOC Cn �X CONCRETE CRADLE. UNDIS RBED H 450-C-2000 (265-C-14), EARTH- -T H SEE NOTE 9 SECTION Z—Z SECTION M—M (D E STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION MOLVA"Tm By YHE SIMARD PLAN 01 "Uo VMKs STMOAMS M. JUNCTION STRUCTURE-PIPE TO PIPE GFEMBOW CWW"M 31-3 IQ" INLET ID k 2r (601D rnm) OR 00 > 1/2 MAJN LINE ID 3 REY,logo.1999.2000 LUSE NTH STANDARD SPECIFICATIONS FOR PUBLic WORKS CONSTRUQflON SHEET l-2L2_j Packet Pg. 1303 S.CG.c 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 d 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), a c 2. IF THE MAIN LINE I5 A REINFORCED MONOLITHIC ARCH STORM DRAIN, 0 D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL ;4 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 r INTERSECTION OF CENTERLINES OF MAIN LINE AND LATERAL. STATIONS CD 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. m a. 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 V NOTE 5. L 0 5, a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PLANS U- IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. 0 b. ELEVATION R SHALL BE SHOWN ON THE PLANS ONLY IF A 'a STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE. Q 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 N CATCH BASIN OR GRADE BREAK IN LINE. 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE H cn 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 U 0.5 D: OTHERWISE, SPPWC 340 SHALL BE USED. d 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. 0 8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL m TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE _ TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE w CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF THE SPUR. E- 9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND > a ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A p JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE z CONCRETE ENCASEMENT SHALL EXTEND 12" (300 mm) ABOVE THE TOP OF THE w MAIN LINE AND TO THE LIMITS OF THE CRADLE. 0 IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE ~ OPPOSITE INLET MAY BE OMITTED. c~V 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 40, (ASTM A 615M, w GRADE 300), .AND BE PLACED 1 1/2" (40 mm) CLEAR FROM CONCRETE SURFACES, N 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 d THE SPUR. U) N r is C d STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD ALAN m u JUNC J10N STRUC TURE-PIPE TO PIPE 331-3 r r INLET ID,*t24 800 mm) OR 0DA/2 MAIN LINE ID SHEET 2 OF 2 Q I ! Packet Pg. 1304 5.CG.c #4 a 12" (#13M 0 300 mm) 560—C-3250 (330—C-23) CONCRETE v a1 L o a` L/2 (TYP) c ,,1 > 1" (25 mm) (TYP) I D L� �T { I J 12" (300 mm) 12" (300 mm) 4" (100 mm) aci tv , I 1 t NEW OR 18" (450 mm) 12" (300 mm) 5" (125 mm) a) EXST PIPE 24" (600 mm) 12" (300 mm) 6" (150 mm) m FLOW ti ItN,Eiy OF/ 30" (750 mm) 18" (450 mm) 7" (175 mm) 36" (900 mm) 18" (450 mm) 9" (225 mm) U 2" (1050 mm) 18" (450 mm) 9" (225 mm) O 48" (1200 mm 18" (450 mm) 10" (250 mm LL 57" (1425 mm) 18" (450 mm) 10" (250 mm 0 t 1 i 0" (1500 mm 21• (525 mm) tt" (275 mm) � 12" #4 6" (1650 mm 21" (525 mm) 11" (275 mm) 0 Q (#13M ® 300 mm 2" (1800 mm)24" (600 mm)12 (300 mm ((## ao SEA N0.7E g) CIRCULAR TIES, N � 6" MIN. � 150 mm U ___� __ � z NOT2 CUT N0, 1 S O LINE I- N p _ o W CUT / \ ,•o.•;.a, __ _ LINE —— _ � _ 4 :.. :,• 6" MIN. CUT NO. 2 Z 150 mm w 3.14 (D 6 D) 0 0 DETAIL "A" (SEE NOTE 10) OF PIPE SURFACE N SONO--TUBE, OR EQUAL, INTERIOR FORM W U) 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, 0- SEND THE ENDS OF THE CUT TOGETHER AND INSERT THE �n TUBE IN THE PIPE. ti N r c d STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PRMUL"M KS ST BY TME CONCRETE COLLAR FOR RC B Puy MBOOK m ac 12" (300 mm) THROUGH 72" (1800 mm) 3$Q--4 a 1992 ',. REV.1996,1991,1999,2009 USE MATH STANDARD 5PECIFI AT10NS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 Packet Pg. 1305 9 S.CG.c a NOTES U d 1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE o EXCEEDS 10%. a 2. FOR CURVE JOINTS (SEE DETAIL B, SHEET 1) o 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 .r 6" (150 mm), A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE IS 6" (150 mm) OR GREATER, A TRANSITION STRUCTURE E IS REQUIRED. 3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON a THE MAIN LINE. a 4. CONNECTOR PIPES U L A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A o CONCRETE COLLAR, L AND T SHALL BE THOSE OF THE LARGER U- PIPE. D=Dt OR D2, WHICHEVER IS GREATER. - B. WHEN D1 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 Q ARE REQUIRED. 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. v 7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 (A 615 M) GRADE 40 (300). H 8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR >_ TIES SHALL BE D+(2X WALL THICKNESS) + T. H U 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAN 21" (525 mm) AND ON ALL PIPES WHERE THE SPACES Z BETWEEN THE EXTREME OUTER ENDS IS 3' (75 mm) OR LARGER. 0 CIRCULAR TIES: PIPE DIAMETER N0. OF Q 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" 1600 mm 5 a WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 3" (75 mm), THE Z NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN w APPROXIMATE SPACING OF 6" (150 mm) O.C. 0 10. WHERE THE PIPE IS 21" (525 mm) OR LESS IN DIAMETER AN INTERIOR N FORM OF UNSEALED SONG-TUBE OR EQUAL SHALL BE USED TO PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE ) U LEFT IN OR LARGER A REMOVABLE INTERIOR FORM SHALL I ((BE USED 6 OR THE w INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED, a a Lo ti N T E _. STANDARD PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION CONCRETE COLLAR FOR RC8 380-4 a 12" 300 mm THROUGH 72" 1800 mm) SHFFT 2 2 Packet Pg. 1306 5.CG.c �. v STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS m APPRENTICESHIP PROGRAM FOR PUBLIC WORKS CONSTRUCTION E CL U L O u- 4- O L 3 a co �r N M H cn h U v z O 00 a w a 0 z w O ti N U W H a a rn ti N T E (awl, U a Packet Pg. 1307 Apprenticeship Program Information guide Page I of 3 U a� CA gov I Contact DIR i Press Room '0- � L r Search �l d 1l this site Celifomia O r Homo Labor Law Cal/OSHA-Safely 8 Health Workers Comp Self Insurance Apprenticeship Directors Office Boards tC Division of Apprenticeship Standards(DAS) a Division of Apprenticeship fa Apprenticeship programs information guide Standards(DAS) Back to search Quick Links Q' Descrlptlon of apprenticeslp Become an apprentice N h Qualificallons for apprenticeship > How apprenticeship programs operate Find an apprenticeship program M Steps an applicant should take Find a registered apprentice C' Train Description of apprenticeship apprenticesmploheesthrough apprenhip U L Apprenticeship is a system of learning while earning,and"learning by doing."It combines training on the jab with Program sponsors O related and supplamun al Instruction at school Today,it is utilized chiefly In the skilled crafts.Each program Use apprentices on public works !L operates under apprenticeship training standards agreed to by labor andder management in accordance with State projects and Federal taws,under which a person works with a skilled worker and gains on the job skills and"know-hoW'and 0 In turn becomes an Important part of the occupation and Industry.In those crafts in which management and labor I built ill a L organizations exist,each selects an equal number of members to serve on the joint apprenticeship committee.The Apprenticeship Council meetings M joint apprentceship committee determines the standards tat training of Its occupation and supervises the training of DIR Laws and Regulations Q apprentices. Veterans In many cases the local apprenticeshlp committees have guidelines In the form of national and/or statewide N standards recommended by the advisory organizations.But these are minimums and the local groups usually have About DAS M complete autonomy in developing and administering their own programs. About Us(Overview of DAS) E- Qualifications for apprenticeship Contact fn To be successful,the individual must have perseverance,ambition,and initiative.Like a college education,the Locations (- successful completion of an apprenticeship term does not come easily,but Is the result of hard work on the part of U the apprentice. DAS Home Z In practically every skilled occupellon,more than fundamental knowledge of arithmetic is essential.The ability to O read,write and speak wall Is beneficial In any walk of life,but in some apprenticeship occupations it is more m important than in others.In some occupations.Individuals seeking on apprenticeship will be at a decided advantage Q if they have taken shop courses,have some knowledge of mechanical drawing,physics,blueprint reading,drogbng, _ higher mathemalks,chemistry,electricity,welding or the like.Physical fitness,a good sense of balance,eye-hand LU Q' 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. d In many skilled occupations,parsons with a high school diploma or its equivalent are praferreo.prospective skilled Z workers usually like to work with their hands and to use various tools to build and repair things.They like to finish t111 things once they have started and don't care hour ditty or greasy the job,so long as they got it done.They enjoy 0 visits to shops and facfcrles and like to talk to mechanics about the jobs they do and the problems they meet in their H work In school,they get along well in shop,science,mathernatics and mechanical drawing classes,and enjoy h. N working on practical problems in the classroom and at home. U These are only some of the factors that may indicate an aptitude for the skilled crafts. How apprenticeship programs operate H The training Is supervised by Joint Apprenticeship Committee(JAC)-sometmes called Joint Apprenticeship and Q Training Committee(JATC),or a Unilateral Apprenticeship Committee(UAC). d. Training is"spelled ouP'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 N of the trade and the number of hours to be spent learning each process are defined. a-� The period of training is from 1 to B years,depending upon the trade,Most programs are for 4 years. C N Apprentices start at a percentage of the skilled workers wage and receive increases at regular intervals.Starting E rates are usually 35%to 50%,and Increases are given every six months In most trades, � U fC 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 Q http://www.dir.ca.gov/databases/das/descOfAppr.html Packet Pg. 1308 5.CG.c Page Apprenticeship Program Information guide Pa g r of tholr 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 U week,for at least 108 hours a year.The instruction Includes such subjects as safety laws and regulations, d) mathematics,drafting,blueprint reading and other sciences connected with the trade. O a` In class apprentices team the theories of their trade.each day on the job they loam its practice,under the = supervision of sk+lled workers,Instruction in the use of rho toots of the trade Is also given apprentices early In their O 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 famish their own hand tools. —_ Each apprentice signs an apprentice agreement either with a JAC,UAC or an individual employer.This agreement is filed with the Division of Apprenticeship Standards. O Upon successful completion of training,they are issued a"Certificate of Completion"by the State of California. C In a number of occupations and Industdes apprentices receive.In addition to their regular wages,fringe benefits N covering vacation pay,health and wotfare,pensions,etc.Through col",aclivo bargaining In a number of instances, d employers also pay certain regular amounts into apprenticeship funds,which ore administered by boards of trustees. > Coordinators of apprenticeship and Held representatives are employed by these boards to supervise the training of ca E. apprenticea in a given trade or area,process apprentice applications,keep records of progress,and the like.Mime A fund officae and staffs have been established,they have hear of groat value to the JACs,apprentices and the !_ U industry. L. Industry coordinators and apprenticeship consultants of the Division of Apprenticeship Standards visit 3 O establishments to determine on-the-job progress or apprentices,seek new apprenticeship openings,and discuss LL 4— problems with apprentices,supervisors and employers. O 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 praccces to Q improve and enlarge existing programs,and by serving as the registration end certification agency for apprenticeship In California.The Division carries out the regulations formulated by the Catitomia Apprenticeship Council,which is 00 charged by law la"foster,promote,and develop the welfare of the apprentice and Industry.Improve the working N conditions of apprentices,and advance their opportunities for profitable employment;'(Shelly-Maloney Apprentice v Labor Standards Act of 1939,as amended--Chapter A 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 N Interest are the sections pertaining to non-dlscdmination in apprenticeship. Sec.212 defines the contents of apprenticeship standards to be approved by the Division of Apprenticeship U Standards,including paragraph(b)(13): Z "Provision for fair and Impartial treatment of applicants for apprenticeship,selected through uniform selection 0 procedures." �p Sec.215 provides in part: _ "Selection procedures must be in writing,approved by the apprenticeship program sponsor,and must meet objective Lu standards," Apprenticeship programs must comply with the State of California Plan for Equal Opportunity In Apprenticeship S` Adopted and amended by Ilia California Apprenticeship Council on November 28,1983,as though expressly set > forth herein and snail be considered as an appendix hereto and appropriately marked as such,Including the month it 0 and year of adoption. Z The Division's Slate Plan developed to meal the requirements of revised 29 CFR 30 Is spelled out in the booklet, Lu "State of California Plan for Equal Opportunity In Apprenticeship,"which also contains administrative guidelines for 0 implementing the Plan. n, N Steps an applicant should take CU 1. Select an occupation for which you have an aptitude or some previous experience and the physical ability to Lu to perform. 2. Find out tf you meet the minimum qualifications forthat occupation. i- 3. Decide whether you can work underthe required job conditions,some of which may be hazardous,dirty, Q uncomfortable or otherwise unpleasant, d 4. Apply for an apprenticeship either directly to an employer in the occupations,the JAC,UAC,the appropriate union,orthe California Employment Development Department. p> t` 5. Take aptitude or other testa where required. N 0. If the apprenticeship committee has awaiting list of applicants,determine whether or not you are sufficiently `- interested In the occupation to welt for an opening,or whether you should seek other employment. .. C 7. Some apprenticeship committees have applicants find their own employment with a firm which participates in N I"apprenticeship program. E U a http://www.dir.ca.gov/databases/das/descOfAppr.html Packet Pg. 13309 a� 'o L a CALIFORNIA MUTCD 0 STANDARD E CL U L 0 U- I+- O L Cu 3 Q co N M N H U It z O m Q w h a 0 z w O ti N U w N H Q LO ti N T V V r yA Q p1 rp i I A Packet Pg. 1310 5.CG.c �4 i California MUTCD Page 3A-4 F 'is✓ Revisions 1 and 2 as amended for use in California) Q (FHWA s MUTCD 2003 including a� p Figure 3A-101(CA). Centerlines-2 Lane Highways c 0 m •- ■ c DETAIL 1 POLICY = 14.14 m(4e f1} tY @ 14 m $As m 2.14 m s.te m ?.14 m Centerline pattern for use on two-lane streets = tee-• pft) I (17M ((7h) (17n) pR) and hi hways (normally used on local streets (D © [� and hig�ways). E 9 a. DETAIL 2 _ 14M m(4e pl U 2.stim 214,�E stem 2.14!�2.sem Centerline pattern with pavement markers for (e.se)I pe)I (17ff) I (7(111(&Sft)( ss on two-lane streets and highways. o .r ❑ D p ❑ u u_ –°� o DETAIL 3 (Deleted) q DETAIL 4 IT 14.64 m(41 ff) N M 2,44m 2.44m 4,Um 2.44m 244m Alternate to Detail 2. For use at problem I (aft) I 01 ft)- I (61U I (6h) locations where It Is difficult to place and N L7 { d U 00 O ❑ maintain centerline because of moisture,sand, 1+122m(4f l etc. U '% •- ■ •' Z DETAIL S ° 14pm(N1q m Centerline pattern for use on two-lane streets Q 13.66m(12fil 10.19 m(36 R) 3.16 m (12 ft' and highways (normally used on local streets 12 —� and highways). > DETAIL 6 a , 14.64 m(a(t) 0 5.49 1 Sae m 1 5.40 m ( Centerline pattern with pavement markers for(�12 w e... I (11A) –h^) 1 (is ft) use on two-lane streets and highways. ❑ I� ❑ O ti m N DETAIL r 1j 14.54 in Alternate to Detail 6. For use at problem � n SASm seem SASm locations where It Is difficult to place and f•• (letq © �12t� 1 (left) ❑ maintain centerline because of moisture,sand, ❑ F g Q © etc. 6 -► '� h 122m(4f) d LEGEND rn ti C=100 mm(4 In)Mellow [3 Two-Way Yellow RetroreMcdve Markers C14 Direction of Travel ©Non-Retrorelflecthre Yellow Markers CD NOT TO SCALE E s U Chapter 3A–General January 21,2010 Q �k Part 3-Markings E r r _ Packet Pg. 1311 California MUTCD Page 3A-7 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) m 'o Figure 3A-104(CA). No Passing Zones - Two Direction a c 0 DETAIL 21 POLICY 44'- Two-direction no-passing pattern for use on two-lane streets and highways(normally used on local streets and highways). See Note 2. y. 75 mm(31n) m ca IL w DETAIL 22 v L 7.32 m(24 ft) ` 7.32 m(24 ft) + o ❑ 0-50 mm(21n) O TWo-direction no-passing pattern with pavement a `75mm(31n) markers for use on two-lane streets and "somm(2In( 13 highways. See Notes 1 and 2. �- Q ...100. It N M DETAIL 23 7.32 m(24 ft) 7.32 m(24 ft) I U [1000000000000—is mm(3 In) Alternate to Detail 22. For use with either Detail zO 000000000 000 4orDeta117. �► II m 1,22m(4 0 k t—Imm(4ro Q W IX NOTES: 1. Pavement markers shown off the solid line in Detail 22 may be placed on the line. F 2. A 75 mm(3 In)black line shall be placed between the 100 mm (4 In) yellow lines on 2 State highways and may be placed on streets and highways under local jurisdiction. a 6 z w LEGEND 0 100 mm(4 In)Yellow ❑Two-Way Yellow Retroreflective Markers I­ ..► Direction of Travel 0 Non-Retroreflecttva Yellow Markers N V NOT TO SCALE w LO Q n. rn r` N C N E U Chapter 3A--General January 21,2010 Q Part 3-Markings Packet Pg. 1312 N tc California MUTCD Page 3A-9 _ (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) m 0 L a Figure 3A-908(CA). Right Edge Line and Right Edge Line Extension Through Intersections = 0 DETAIL 278 POLICY .c Right Edge Line Right Edge Line pattern for use on all State —ea highways may be used on local streets and Y highways. it Is generally dropped at the CD SQmm(2 ) beginning of the Intersection flares on E M conventional highways. See also Detail 27C. On freeways,it may be flared In advance of the exit ramp as shown In Figure 38-8(CA). a Edp olTroWed U WAY L DETAIL 27C o Right Edge Line Extension t` Through Intersections o IIHm oil seim(12fo 1Ulm Right Edge Lino Extension Through � teal( 3.0m(12Al I ail I (3 ffl intersections pattern for use to extend the right 3 edgellne through an Intersection where climatic Q conditions, such as areas of heavy fog, may require additional guidance. 00 N M LEGEND �] 100 mm(41n) White —40, Direction of Travel U NOT TO SCALE er z O C6 Q x w a 0 z w O ti N U (This space left intentionally blank) W to H LO Q' a a rn ti N T Q) E V Q Chapter 3A—General January 21,2010 Part 3-Markings Packet-,Pg. 1313 California MUTCD Page 3A-16 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in Califomia) ° 'o Figure 3A-112(CA). Channelizing Line and Lane LineiCenterline Extensions (3- c POLICY ° DETAIL 38-Channelizing Line o Typical channelizing line for use on Left Tum or Y 200 mm(tt In)While Line Right-Tum tones on State highways. Pavement 5omm(lln) Markers when used should be place on the through traffic side only. T.32 m(241q � 1.32 n�(24R► 1 � Through Traffic --► _ aD DETAIL 38A-Channelizing Line E Typical channelizing line for use on Left-Turn or > 200 mm(0 In)While Llna Right-Turn lanes on local streets and highways > and freeway off-ramp terminals. a DETAIL 380-Channelizing Line at Exit Ramps v a50mm(2in) Typical channelizing line for use on Exit Ramps. Pavement Markers as shown may also be placed ° 200 mm(s In)White Llne on the line. u.. 50 mm(2 in) - 0 0 0 7.32 m (21 ft( 7.32 m(24 R) L R DETAIL 38C-Altemate to Detall 38 and 38B 3 a tA5888M88888M N T.72 m 124 R) i- DETAIL 39-Bike Lane Line � h 150 mm(6 In)White Line U le DETAIL 39A-Bike Lane Intersection Line 0 O -4— __— __ 30 m(100 N)b 00 m(70011) — —_y_ Mbrsedbn m 2.44 g R) I t(4 tt) I 150 mm(ti it)While Line DETAIL 40-Lane Line Extension Through intersections �] Q The Lane Line Extension Through Intersections a 0.30 t.e3m line Is used to extend the lane line thro ugh an p (t RI i (0 ft) (�100 mm(4 in)WNte Line Intersection that might otherwise be confusing W to the motorist. DETAIL 40A-Altemate to Detail 40 O O O t0 O O O N 112 m I 14 V4 Non-RetrorNtective Whits Markers (j w DETAIL 41-Centerline Extension Through Intersections N Q The Is used to Extension Through Intersections ough an H st.Nm Ilne Is used to extend the centerline through an � tart) o0 mm(4 In)Yellow Line Intersection t that might otherwise be confusing a DETAIL 41A-Alternate to Detail 41 O 0 0 0 0 0 N t2x m! NOT TO SCALE r N nl Norr totroreflective Yellow Markers = LEGEND E E Q White Line O Non-Retrorsftect(ve Whits Markers —► Direction of Travel s Yellow Line O Non-Retroreflective Yellow Markers 0 One-Way Clear Retroreffective Markers ° ° Chapter 3A—General January 21,2010 Q Part 3-Markings Packet Pg. 1314 California MUTCD Page 3B-1 (FHWA's MUTCD 2003 including Revisions and 2,as amended for use in California) d 0 CHAPTER 3B.PAVEMENT AND CURB MARKINGS d Section 3B.01 Yellow Centerline Pavement Markings and Warrants 0 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 m roadway. On roadways without continuous centerline pavement markings,short sections may be marked with m centerline pavement markings to control the position of traffic at specific locations,such as around curves, a over hills,on approaches to highway-railroad grade crossings,at highway-railroad grade crossings,and at bridges. U Standard: The centerline markings on two-lane,two-way roadways shall be one of the following as shown in `o Figure 3B-1: o A.Two-direction passing zone markings consisting of a normal broken yellow line where crossing a the centerline markings for passing with care is permitted for traffic traveling in either 3 direction; Q 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 m crossing the centerline markings for passing is prohibited for traffic traveling in either H direction. v The centerline markings on undivided two-way roadways with four or more lanes for moving v motor vehicle traffic always available shall be the two-direction no-passing zone markings consisting 0 of two normal solid yellow lines as shown in Figure 311-2. m Guidance: On two-way roadways with three through lanes for moving motor vehicle traffic,two lanes should be w designated for traffic in one direction by using one-or two-direction no-passing zone markings as shown in Figure 313-3. Standard: Centerline markings shall be placed on all paved urban arterials and collectors that have a a traveled way of 6.1 in(20 ft)or more in width and an ADT of 6,000 vehicles per day or greater. z Centerline markings shall also be placed on all paved two-way streets or highways that have three or w more lanes for moving motor vehicle traffic. 0 F Guidance: Centerline markings should be placed on paved urban arterials and collectors that have a traveled way of "' 6.1 in(20 ft)or more in width and an ADT of 4,000 vehicles per day or greater.Centerline markings should U LU also be placed on all rural arterials and collectors that have a traveled way of 5.5 m(18 ft)or more in width (n and an ADT of 3,000 vehicles per day or greater.Centerline markings should also be placed on other F traveled ways where an engineering study indicates such a need. Q Engineering judgment should be used in determining whether to place centerline markings on traveled a ways that arc less than 4.9 m(16 ft)wide because of the potential for traffic encroaching on the pavement Lh edges,traffic being affected by parked vehicles,and traffic encroaching into the opposing traffic lane. N Option: r Centerline markings may be placed on other paved two-way traveled ways that are 4.9 m(16 ft)or more = m 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 Q Part 3-Markings Packet Pg. 1315 5.CG.c California MUTCD Page 313-2 ' (FHWA's MUTCD 2003 including Revision)and 2,as amended for use in California) 0 L Standard: a 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 . r highways,except in snow areas. — Support: CU On horizontal curves with radii less than 1000 m(3280 ft)and without street lighting,Detail 22 instead of Detail 21 .c can be helpful in improving the delineation for centerline markings as it includes retroreflective raised pavement markers. W Detail 22 can be applied in advance of the approach to the curve per Table 2G4 and continued throughout the length of the curve. m Refer to CVC 21460 for Double Lines. > M Refer to CVC 21460.5 for Two-Way Left-Turn Lanes. rs Standard: A left edge line shall consist of a solid 100 mm(4 in)wide yellow fine,yellow reflective pavement markers or v a combination of tine and markers as shown in Figure 3A-105(CA). 0 Option: u- Two normal solid yellow lines maybe used as a left edge line on a divided roadway for more emphasis when o motorists tend to use the shoulder for a through lane or where encroachments onto the shoulder occasionally occur. -� c� Support: 3 Left edge line patterns for median islands are shown in Figure 3A-107(CA). co Section 313.02 No Passing Zone Pavement Markings and Warrants d N M 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 } LL 3B-1 and 3B-3. When centerline markings are used,no-passing zone markings shall sed on two-way roadways be u V at lane reduction transitions(see Section 3B.09)and on approaches to obstructions that must be passed Z on the right(see Section 3B.10). O W 0: Standard: If the gap between successive no-passing zones is less than the sight distance for the prevailing speed 1 5; 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 Q highway-rail grade crossings in conformance with Section 8B.20. Z W Option: O In addition to pavement markings,no-passing zone signs(see Sections 2B.29,213.30,and 2C.35)maybe used to emphasize the existence and extent of a no-passing zone. ti N Support: 6 Section 11-307 of the"Uniform Vehicle Code(UVC)Revised"contains further information regarding N no-passing zones.The" VC"can be obtained from the National Committee on Uniform Traffic Laws and U Ordinances at the address shown on Page i. Standard: On two-way,two-or three-lane roadways where centerline markings are installed,no-passing a- zones shall be established at vertical and horizontal curves and other locations where an engineering CD rn study indicates that passing must be prohibited because of inadequate sight distances or other special N conditions. On three-lane roadways where the direction of travel in the center lane transitions from one m direction to the other,a no-passing buffer zone shall be provided in the center lane as shown in Figure Q 3B-4.A lane transition shall be provided at each end of the buffer zone. U The buffer zone shall be a median island that is at least 15 m(50 ft)in length. Y Chapter 313—Pavement and Curb Markings January 21,2010 Q Part 3-Markings Packet Pg. 1316 California MUTCD Page 313-3 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) p Guidance. 0- For three lane roadways having a posted or statutory speed limit of 70 km/h(45 mph)or greater,the lane o 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: E 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 r vertical curves where the passing sight distance is less than the minimum necessary for reasonably safe passing at the 85th-percentile speed or the posted or statutory speed limit as shown in Table 311-1.The passing sight distance on a vertical curve is the distance at which an object 1.07 m(3.5 ft)above the t° pavement surface can be seen from a point 1.07 m(3.5 ft)above the pavement(see Figure 311-5). — Similarly,the passing sight distance on a horizontal curve is the distance measured along the centerline(or right-hand lane line of a three-lane roadway)between two points 1.07 m(3.5 ft)above the pavement on a line tangent to the embankment or other obstruction that cuts off the view on the Q inside of the curve(see Figure 311-5). 00 Support: `t The beginning of a no-passing zone at point"a"in Figure 313-5 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 313-5 is that point at which the sight distance again becomes greater than the minimum specified. m Support: Refer to CVC 21750 through 21759 for overtaking and passing. v Refer to CVG 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 z0 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). W Standard: of 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 a length at the approach to an intersection and placed in a pattern as shown in Figure 3A-109(CA). z W Section 3B.03 Other Yellow Longitudinal Pavement Markings O F Standard: If reversible lanes are used,the lane line pavement markings on each side of reversible lanes shall 04 consist of a normal double broken yellow line to delineate the edge of a lane in which the direction of w travel is reversed from time to time,such that each of these markings serve as the centerline markings m of the roadway during some period(see Figure 3B-6). H Signs(see Section 2B.25),lane-use control signals(see Chapter Q),or both shall be used to Q supplement reversible lane pavement markings. a If a two-way left-turn lane that is never operated as a reversible lane is used,the lane line rn pavement markings on each side of the two-way left-turn lane shall consist of a normal broken yellow N 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. ce U R! Chapter 3B—Pavement and Curb Markings January 21,2010 Q Part 3-Markings Packet Pg. 13 77 f 1 e - 5.CG.c I California MUTCD Page 3B-4 (FHWA's MUTCD 2003 including Revisionsl 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. C Signs should may be used in conjunction with the two-way left turn markings(see Section 2B.24). Standard: If a continuous median island formed by pavement markings separating travel in opposite directions is used,two sets of double solid yellow lines shall be used to form the island as shown in Figures 3B-2 and 3111-4.Other markings in the median island area shall also be yellow,except crosswalk markings which shall be white(see Section 3B.17). m On State highways,reversible lanes shall be separated by physical barriers or delineators. > Support: A two-way left-tum 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. v Standard: o The two-way left-turn lane markings shall be selected from those shown in Figure 3A 108(CA). u- Option: Optional treatments at signalized,major and minor intersections as shown in Figure 3B-7(CA)may be used. Two-way opposing pavement arrows may be used as shown in Figure 38-7(CA).The arrows may be supplemented Q by Two-Way Left Turn Lane(R67(CA))sign at new installations and problem locations. Guidance: 00 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- t= turn lanes(TWLTL)if one or more of the following conditions exist: • Average daily traffic volumes exceed 20,000 vehicles per day o • For remediation where there is a demonstrated crash problem, • Wherever a need is demonstrated through engineering study. m a x Section 3B.04 White Lane Line Pavement Markines and Warrants w D: Standard: h When•used,lane line pavement markings delineating the separation of traffic lanes that have the same direction of travel shall be white. a Support: Examples of lane line markings are shown in Figures 313-2,3B-3,3B-7 through 3B-13,3B-22,3814-36- W 23(CA),and 313-26. O Standard: Where crossing the lane line markings with care is permitted,the lane line markings shall consist N of a normal broken white line. U Where crossing the lane line markings is discouraged,the lane line markings shall consist of a ai normal solid white line. — Option: Solid white lane line markings may be used to separate through traffic lanes from auxiliary lanes,such as a uphill truck lanes,left-or right-tum lanes,and preferential lanes.They may also be used to separate traffic ,n lanes approaching an intersection. I° Wide solid lane line markings may be used for greater emphasis. r 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 Q Part 3-Markings Packet'Pg. 1318 1 � _ California MUTCD Page 313-5 �. (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) w 0 a Guidance: Lane line markings should be used on all roadways with two or more adjacent traffic lanes that have the o 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: _ 3A-1D2(CA).Detail 9 or 10(65 km/h(40 mph) Lane line patterns shall be selected from those shown in Figure or less)or Detail 12 or 13(70 kmlh(45 mph)or more)shall be used on State freeways,expressways,freeway Y ramps,freeway to freeway connectors and collector roads,except when used in snow areas,the raised CD pavement markers will be recessed. m ca Section 3B.05 Other White Longitudinal Pavement Markines a- Standard: `= A channelizing line shall be a wide or double solid white line. U Option: 0 Channelizing lines may be used to form channelizing islands where traffic traveling in the same direction U- is permitted on both sides of the island. Standard: '- Other pavement markings in the channelizing island area shall be white. Support: Q Examples of channelizing line applications are shown in Figures 313--8 3B-8(CA},313-9 36-9(CA),and 3B- 00 13. N Channelizing lines at exit ramps as shown in Figure 3B4 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. N Channelizing lines at entrance ramps as shown in Figure 313-9 38-9(CA)promote reasonably safe and efficient merging with the through traffic. U v Standard: z For exit ramps,channelizing lines shall be placed along the sides of the neutral area adjacent to the p through traffic lane and the ramp lane.With a parallel deceleration lane,a 200 mm(8 In)wide dotted op white lane drop line shall be extended from the beginning of the channelizing line upstream of the entire a length of the full-width deceleration lane as shown in Figure 38-8 38- W 8(CA). E. Option: White chevron markings may be placed in the neutral area for special emphasis as shown in Figure 354 I a 38-8(CA). z Guidance: W For entrance ramps,a channelizing line should be placed along the side of the neutral area adjacent to the O ramp lane. ~ For entrance ramps with a parallel acceleration lane,a lane line should be extended from the end of the ti N channelizing line for a distance of one-half the entire length of the full-width acceleration lane as shown in U Figure 3134 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 Q lane as shown in Figure 313-9 38-9(CA). 1- LO Standard: Lane drop markings as shown in Figure 3B N 38.10(CA)may shall be used in advance of lane N drops at exit ramps to distinguish a lane drop from a normal exit ramp or from an auxiliary lane. c Option: The lane drop marking may consist of a wide,white dotted line with line segments 0.9 m(3 ft)in length E separated by 2.7 m(9 ft)gaps. _ v Guidance: Q Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings Packet Pg. 1319 5.CG.c California MUTCD Page 313-6 (FHWA's MUTCD 2003 including Revisionsl and 2,as amended for use in California) at If used,lane drop markings should begin 800 m(05 mi)in advance of the theoretical gore point. r If the dropped lane is an auxiliary lane 0.8 km(1/2 mi)or less in length,the lane drop line should extend throughout the entire length. ° Option: Where lane changes might cause conflicts,a wide solid white channelizing line may extend upstream from the theoretical gore point. Standard: The lane drop line pattern shall be as shown in Figure 3A•111(CA). Support: E See Figures 3A-111(CA),3B-8(CA),36-9(CA),3B-10(CA),313-12(CA)and 3B-107(CA)for further details of m markings and signing. ° CL 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 v advance of an intersection where the outside lane is dropped at the intersection,and as a result,creates a mandatory L turn lane. ° Standard: If used,diagonal lines shall be the same color as the edge line. ° L ce Section 3B.06 Edge Line Pavement Markings 3 Q Standard: If used,edge line pavement markings shall delineate the right or left edges of a roadway. 00 Except for dotted edge line extensions(see Section 313.08),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 Cn 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 It delineate the right edge of the roadway. z Guidance: Edge line markings should not be broken for minor driveways. m Q Support: _ Edge line markings have unique value as visual references to guide road users during adverse weather Ui and visibility conditions. Option: Wide solid edge line markings may be used for greater emphasis. > a Standard: 6 A right edge line shall consist of a solid 100 mm(4 in)wide white line. w Guidance: o 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 an highway mainlines,ramps,and connectors.See Figure 3A-106(CA). N Generally,the solid edge line should be dropped at the beginning of intersection flares. w Option: rn 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: a Edge line is not used at turnouts.See Figure 3B-108(CA). a LO Standard: Exit and entrance ramps,including freeway connectors,shall be marked with a yellow edge line r supplemented with yellow reflective pavement markers on the left and a white edge line on the right.See Figure 3A-105(CA). ° E t ° Chapter 3B—Pavement and Curb Markings January 21,2010 Q Part 3-Markings Packet Pg. 1320 S.CG.c r Page 3B-7 } California MUTCD L) (FHWA's MUTCD 2003 including Revisionsl and 2,as amended for use in California) m y o Section 3B.07 Warrants for Use of Edge Lines Q. c Standard: ° Edge line markings shall be placed on paved streets or highways with the following characteristics: A.Freeways; B.Expressways;and c° 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. *� c 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 R)or more in width and an ADT of 3,000 vehicles per day or greater. a B.At other paved streets and highways where an engineering study indicates a need for edge line w U markings. Edge line markings should not be placed where an engineering study or engineering judgment indicates o 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 3 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 00 paved shoulders or on refuge areas that have lesser structural pavement strength than the adjacent roadway. M Standard: Edge lines shall be used on all State highways,except urban type streets with curbs and parking u~i 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 Z for W6-3 sign. 0 m Section 3B.08 Extensions Through Intersections or Interchanges a LU Standard: Pavement markings extended into or continued through an intersection or interchange area shall l be the same color and-ot4ea9t4he4*me-wIdth as the line markings they extend(see Figure 313-11). Option: > n. A normal line may be used to extend a wide line through an intersection. o Guidance: w Where highway design or reduced visibility conditions make it desirable to provide control or to guide O 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 N to extend longitudinal line markings through an intersection or interchange area. w Option: ns or major driveways. rn Dotted edge line extensions may be placed through intersectio Guidance: Where greater restriction is required,solid lane lines or channelizing lines should be extended into or Q continued through intersections or major driveways.However,edge lines should not be extended into or R_ continued through intersections or major driveways as solid lines. ti A single line of equal width to one of the lines of the double Pule should be used to extend a double line N 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. E Support: See Figure 3A-112(CA),Detail 40 and 40A for lane line extensions. Q Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings Packet Pg. 1321 - 5.CGc California MUTCD Page 3B-8 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) m 0 a C Section 3B.09 Lane Reduction Transition Markin N o 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 313- 1-2-36-12(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. c Guidance: °' For roadways having a posted or statutory speed limit of 70 km/h(45 mph)or greater,the transition taper E length for a lane reduction should be computed by the formula L=0.62 WS for speeds in km/h(L=WS for > ca speeds in mph).For roadways where the posted or statutory speed limit is less than 70 ktn/h(45 mph),the a formula L=WS2/155 for speeds in km/h(L=W92/60 for speeds in mph)should be used to compute taper y length.Under both formulas,L equals the taper length in meters(feet),W equals the width of the offset U distance in meters(feet),and S equals the 85th-percentile speed or the posted or statutory speed limit, o U. whichever is higher. 4.. 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. `t Guidance: Lane line markings should be discontinued one of the distance between the Lane Ends sign(see M 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 Z Figure 38-12(CA). O 00 Section 3B.10 Aanroach Markings for Obstructions `t w 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 in(1 to 2 ft)to the right side,or to both sides,of the approach end of the obstruction(see Figure 3B-13). Z w Guidance: O 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 N speeds in mph).For roadways where the posted or statutory speed limit is less than 70 km/h(45 mph),the v formula L=WS21155 for speeds in km/h(L=WS2/60 for speeds in mph)should be used to compute taper uj length.Under both formulas,L equals the taper length in meters(feet), W equals the width of the offset Cn distance in meters(feet),and S equals the 85th-percentile speed or the posted or statutory speed limit, whichever is higher. Q a Standard: ,O The minimum taper length shall be 30 m(100 ft)in urban areas and 60 m(200 ft)in rural areas. ti Support: N Examples of approach markings for obstructions in the roadway are shown in Figure 3B-13. C Option: CD Where observed speeds exceed posted or statutory speed limits,longer tapers maybe used. o c� Chapter 39—Pavement and Curb Markings January 21,2010 Q Part 3-Markings Packet Pg. 1322 California MUTCD Page 311-9 (FHWA's MUTCD 2003 including Revisionsl and 2,as amended for use in California) 0 L Standard: a- If traffic is required to pass only to the right of the obstruction,the markings shall consist of a two- o 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). :a 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 313-13.Other markings,such as yellow delineators,raised pavement markers, and white crosswalk pavement markings, may also be placed in the neutral area. m Standard: If traffic can pass either to the right or left of the obstruction,the markings shall consist of two n. channelizing fines 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 U of the broken lane line for a distance equal to the length of the diverging lines(see Figure 3111-13). 3 0 Option: LL If traffic can pass either to the right or left of the obstruction,additional white markings may be placed in o the neutral area between the channelizing lines as shown in Figure 3B-13. -a M 3 Section 311.11 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 N 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 v~i to the color of the marking for which they serve as a positioning guide,or for which they supplement H or substitute. U Option: Z Blue raised pavement markers may be used to mark the positions of fire hydrants. p Support: Cd 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 w direction of travel. Guidance: ~ Nonretroreflective raised pavement markers should not be used alone,without supplemental > rctroreflective or internally illuminated markers,as a substitute for other types of pavement markings. o Directional configurations should be used to maximize correct information and to minimize confusing z information provided to the road user.Directional configurations also should be used to avoid confusion w resulting from visibility of markers that do not apply to the road user. F_ The spacing of raised pavement markers used to supplement or substitute for other types of longitudinal N markings should correspond with the pattern of broken lines for which the markers supplement or substitute. U Standard: w The YRIue of N46*4he-qmeing of raised I-- Eted-linesha#4qual to Nye-le�gt#-o€-oue-tine-segnret�t-plus--ont-giMtt�=1'he-�+iF4tte-ofa�-refer-eiiee<4-t'or-soli<Niues�s3tstl-eelttul-t#re-19 � ta�Nee-bi:oken-or-€lotted-1 roes-tlFet-tnigl3t-#�e-i�E4�i}eee►t,�to-or-rnigl�x#�nc#•the--solid-lines-{xee--beettous � a 38.43 and 3844}. a The widths and patterns of raised pavement markers shall conform to the details shown in Figures 3A- u; rn 101(CA)through 3A-112(CA).See Section 3A.05. N T Support: Figures 9-20 through 9-22 in the"Traffic Control Devices Handbook"(see Section 1A.1 l)contain CD additional information regarding the spacing of raised pavement markers on longitudinal markings. E U fC Chapter 3B—Pavement and Curb Markings January 21,2010 Q Part 3-Markings Packet Pg. 1323 5.CG.c California MUTCD Page 313-10 (FHWA's MUPCD 2003 including Revisions 1 and 2,as amended for use in California) d 0 L Support: _ s would damage the markers and require an Raised pavement markers are not normally placed where snow plow 0 unusual amount of replacement. r 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: w Advance Markers at exit ramps may be used to help motorists locate exit ramps in heavy fog areas. E Support: The Advance Markers consist of a 3-2-1 countdown pattern of one-way clear reflective pavement markers.The a 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 c> line at 0.3 m(1 ft)spacing beginning 50 mm(2 in)off the edge of traveled way. 0 0 Location Markers for Fire Hydrants 4- Option: 0 Blue raised reflective pavement markers,may be placed on a highway,street,or road,to mark fire hydrant and/or a a water supply locations. 3 Standard: a The blue raised reflective pavement markers shall not be used for any other purpose. 00 Local agencies shall not place blue reflective pavement markers on a State highway unless they first obtain N 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. u~i See Section 1A.11 for information regarding this publication. r 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. Z When placed on expressways,freeways and freeway ramps,they should be placed on the shoulder,0.31 m(1 ft)to 0 the right of the edge line,opposite the fire hydrant.Typical marker locations are shown on Figure 38-102(CA). m Option: a ny locations,out of view from Because fire hydrants adjacent to freeways may be out of the right-of-way and,in ma LU the freeway,some fire districts may want to install small supplemental signs(S9(CA)and S10(CA))or markings to of of identify the hydrant number or distance to the hydrant.These installations are optional and at the discretion of the Department of Transportation's Districts. a Section 313.12 Raised Pavement Markers as Velliele Positioning Guides with Other-Longitudinal z w Markines 0 Option: ~ Raised pavement markers may be used as positioning guides with longitudinal line markings without N necessarily conveying information to the road user about passing or lane-use restrictions.In such. t) applications,markers may be positioned between the two lines of a one-way or two-way no-passng zone N marking or positioned in line with or immediately adjacent to single solid or broken centerline or lane line _ markings. Support! e line segmelt Plus-ene LO gap(see See ion,301 a) Option: N Where it is desired to alert the road user to changes in the travel path,such as on sharp curves or on r transitions that reduce the number of lanes or that shift traffic laterally,the spacing = m less shown in Details 16,17,19,20,22 or 23 may be used. L U a Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings Packet,Pg. 1324 California MUTCD Page 3B-11 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) 9t fteewny3 :t�rtswr}�s;aasitt�g3t�1 trtaase�l f� telativel��igl1#ant)1€wel rtyadw o CL segtnet�ts-where-e�tgineering-�udg�neptinclieYa#es-#hat-stye}}�paeil�;�v3-i l�irevhle-ctclecjutt#e-�3efltteratie: der � wet night eenditiens 2 ca 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. _ m tr Section 3B.13 Raised Pavement Markers Supplementine Other Markings = Guidance: °' The use of raised pavement markers for supplementing longitudinal line markings should conform to the following: a A.Lateral Positioning >, 1. When supplementing double line markings,pairs of raised pavement markers placed laterally in Iine U 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. 4- B.Longitudinal Spacing -1:Vt�l;e��-std}rlerrl3etati�tg-solif[-lit �rkilrgs;►�aisat#-pF►vert��tt-marl tars-npaeing-rse�rte�tllan-Ai-{see � Seetaef -i 1 sht�utd lie�set);a epE tef trt lenterttttt iet etlge-iine utarl�iltg spasi11 10 3 grea##e�-#l�a>� -s#etklEl-be��:ard-i�+ised-�rleer:�-sfa�ltl-Clot-stlpplen3ent-�glt��ge"line-tna�il�: a Whelt-supplementit en} ae ea rlkatt-31�t ilt;tttc1lie t ed lewewn; wlie€1 sty}�pietxeftting-€�ri line�tmrk�tgs-identilrlg reversible 1� 1ea�spa , f-nureatl�fttt I sl3e4-1d be used 3. When supplementing dotted line markings,a spacing appropriate for the application should be used. N 4.When supplementing longitudinal line markings through at-grade intersections,one raised pavement } marker for each short line segment should be used. �- :�--Vl then-ti upl3iermenting-�lge-ti►ie��tsrt:�im�s-Elttag4�-t'reew�ty-intecc�lla�eges�e-:spying-ire-;;tea#er-tli�rn V v N should be used-. z Standard: 0 The widths and patterns of raised pavement markers shall conform to the details shown in Figures 3A- a 101(CA)through 3A-112(CA).See Section 3A.05. w Option: Raised pavement markers also may be used to supplement other markings for channelizing islands or approaches to obstructions. a Pav ement Markin Section 3B.14 Raised Pavement Markers Substituting for gs o z Option: w Retroreflective or internally illuminated raised pavement markers,or nonretroreflective raised pavement 0 markers supplemented by retroreflective or internally illuminated markers,may be substituted for markings ti of other types. Guidance: U If used,the pattern and color of the raised pavement markers should simulate the pattern and color of the W 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. a Option: in The side of a raised pavement marker that is visible to traffic proceeding in the wrong direction may be red. N Standard: If raised pavement markers are used to substitute for broken line markings,a group of three to five markers shall be used.if is E otheP4hm"-2-n*-{4()-tt,the ruarker sltaiN;e ertueliiy sp{teed ere �e of{e rnent leitgtlk(nt-11 1►oite Chapter 3B—Pavement and Curb Markings January 21,2010 Q Part 3-Markings Packet Pg. 1325 - 4 d California MUTCD Page 3B-12 (FHWA,s MUTCD 2003 including Revisions 1 and 2,as amended for use in California) m p r4mr*At least one retroreflective or internally illuminated marker per group shall be used or a retroreflective or internally illuminated c marker shall be installed midway in each gap between successive groups of nonretroreflective markers. �-sr�stitute�er-3oliel-lane-line+#tt#trt�i}i�s�the-nrtkrl€ers-sl}all-lie ninated ultitS Rf ft ffpncmg NQ no greeter than Q 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. E v Guidance: CU CU Raised pavement markers should not substitute for right edge line markings. oe $tan�d= when-rude#1-psve�nenf-n}#x=1��=s-s##bs�it##t�-far-df}tte�klines�-they-shall-1#e-sp#tee#1-rl�#}+Frt;#�#det-#iftrr v {4; 4Wt!/lt} IeS5 Il t #fliyker dotte"tne.A4-1BH'1 f} O O LL SI}(111-1i Option: O When substituting for wide lines,raised pavement markers may be placed laterally adjacent to each other a to simulate the width of the line. 3 Standard: Q If used on State highways,internally-illuminated raised pavement markers shall be installed by is encroachment permit and include a maintenance agreement as a provision of the permit for the service life of co the markers, H Section 311.15 Transverse Markings Standard: Transverse markings,which include shoulder markings,word and symbol markings,stop lines, v yield lines,crosswalk lines,speed measurement markings,speed hump markings,parking space Z markings,and others,shall be white unless otherwise specified herein. p Guidance: m Because of the low approach angle at which pavement markings are viewed,transverse lines should be Q x proportioned to provide visibility equal to that of longitudinal lines. w a! 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). > Q. Crosswalk markings near schools shall be yellow.Refer to CVC 21368 and Part 7. o Support: Refer to Department of Transportation's Standard Plans for pavement marking letters,numerals and symbols.See o Section 1A.11 for information regarding this publication ti N Section 3B.16 Stop and Yield Lines 6 Standard: w 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 313-14 38-14(CA))shall consist of a row of solid white isosceles Q triangles pointing toward approaching vehicles extending across approach lanes to indicate the point a, at which the yield is intended or required to be made. `h rn ti Guidance: `" Stop lines should be 300 to 600 m (12 to 24 in)wide. r m Stop lines should be used to indicate the point behind which vehicles are required to stop,in compliance 0 with a STOP(RI-1)sign,traffic control signal,or some other traffic control device,except YIELD signs. E U cC Chapter 3B—Pavement and Curb Markings January 21,2010 Q Part 3-Markings Packet Pg. 1326 California MUTCD Page 38-13 (FHWA's MUTCD 2003 including Revisions)and 2,as amended for use in California) a� 0 The individual triangles comprising the yield line should have a base of 300 to 600 mm(4240 24 in) a wide and a height equal to 1.5 times the base.The space between the triangles should be 7-54o-300 mm(34e = 0 12 in). Option: Yield limes may be used to indicate the point behind which vehicles are required to yield in compliance with a YIELD(RI-2)sign or a Yield Here to Pedestrians(RI-5 or R1-5a)sign. y a: Guidance: If used,stop and yield lines should be placed a minimum of 1.2 in(4 ft)in advance of the nearest crosswalk line at controlled intersections,except for yield lines at roundabout intersections as provided for in E 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 in(30 ft)nor o. less than 1.2 in(4 ft)from the nearest edge of the intersecting traveled way.Stop lines should be placed to r allow sufficient sight distance to all other approaches to an intersection. U If used at an tmsignalized 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 do be prohibited in the area between the yield line and the crosswalk(see Figure 3B-15). o Stop lines at midblock signalized locations should be placed at least 12 m(40 ft)in advance of the a nearest signal indication(see Section 4D.15). f° 3 Support: `.� aches place pedestrians at risk by blocking Drivers who yield too close to crosswalks on multi-lane appro w other drivers' views of pedestrians. M 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) 0 wide,extending across a roadway or any portion thereof to indicate the point at which traffic is required to stop in r compliance with legal requirements. h Standard: U 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 Z O marked crosswalk exists. m Guidance: Q alk area. _ If a sidewalk exists,the limit line should be placed in advance of an unmarked crossw w o: Option: A limit line may be placed in advance of a crosswalk where vehicles are required to stop,in compliance with a STOP (111-1)sign,traffic control signal or some other traffic control device. a Support: p If a marked crosswalk is in place,it would normally function as a limit line. Z Typical limit line markings are shown in Figure 38-103(CA). w O 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 N (3 ft).The space between the triangles shall be 0.3 m(1 ft). 6 Support: W Figure 3B-14(CA)shows typical yield line layout for streets and highways. N Section 3B.17 Crosswalk Markings < Q Support: °- Crosswalk markings provide guidance for pedestrians who are crossing roadways by defining and Ln rn delineating paths on approaches to and within signalized intersections,and on approaches to other N 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. E At nonintersection locations,crosswalk markings legally establish the crosswalk. r Chapter 3B—Pavement and Curb Markings January 21,2010 Q Part 3-Markings Packet Pg. 1327 California MUTCD Page 313-14 (FHWA's MUTCD 2003 including Revisions and 2,as amended for use in California) m p L_ Standard: n- When crosswalk lines are used,they shall consist of solid white lines that mark the crosswalk.They o shall be not less than 450-mn464n)300 mm(12 In)nor greater than 600 mm(24 in)in width. r Guidance: If transverse lines are used to mark a crosswalk,the gap between the lines should not be less than 1.8 in (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 in(6 ft)wide. Crosswalk lines,if used on both sides of the crosswalk,should extend across the full width of pavement c m or to the edge of the intersecting crosswalk to discourage diagonal walking between crosswalks(see Figures E d 313-15 and 3B-16). �a Crosswalks should be marked at all intersections where there is substantial conflict between vehicular a and pedestrian movements. Y destrian concentration,such Marked crosswalks also should be provided at other appropriate points of pe U as at loading islands,midblock pedestrian crossings,or where pedestrians could not otherwise recognize the o proper place to cross. Crosswalk lines should not be used indiscriminately.An engineering study should be performed before o they are installed at locations away from highway traffic signals or STOP signs. -a Because nonintersection pedestrian crossings are generally unexpected by the road user,warning signs 3 (see Section 2C.41)should be installed and adequate visibility should be provided by parking prohibitions. Q Support: Section 313.16 contains information regarding placement of stop line markings near crosswalk markings. N M Option: For added visibility,the area of the crosswalk may be marked with white diagonal lines at a 45-degree Cn angle to the line of the crosswalk or with white longitudinal lines parallel to traffic flow as shown in Figure 313-16. ~ When diagonal or longitudinal lines are used to mark a crosswalk,the transverse crosswalk lines may be v omitted.This type of marking may be used at locations where substantial numbers of pedestrians cross z without any other traffic control device,at locations where physical conditions are such that added visibility O of the crosswalk is desired,or at places where a pedestrian crosswalk might not be expected. m Guidance: Q If used,the diagonal or longitudinal lines should be 300 to 600 mm(12 to 24 in)wide and spaced 300 to w 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, o a marking as shown in Figure 313-17 may be used for the crosswalk. z W Standard: p crosswalk markings near schools shall be yellow as provided in CVC 21368.See Part 7. Option: N Pedestrian crosswalk markings may be placed at intersections,representing extensions of the sidewalk lines,or on ci any portion of the roadway distinctly indicated for pedestrian crossing.Refer to CVC 275. w rn 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: na. • Vehicular approach speeds from both directions. rn ti • Vehicular volume and density. N T • Vehicular turning movements. • Pedestrian volumes. a • Roadway width. E • Day and night visibility by both pedestrians and motorists. y Chapter 313—Pavement and Curb Markings January 21,2010 Q Part 3-Markings Packet Pg. 1328 California MUTCD Page 3B-15 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) 'o • Channelization is desirable to clarify pedestrian routes for sighted or sight impaired pedestrians. a. • Discouragement of pedestrian use of undesirable routes. 0 0 • 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 E a) the right-of-way to a pedestrian. > ca Option: a When diagonal or longitudinal lines are used to mark a crosswalk,the transverse crosswalk lines may be omitted. Y U Standard: However,when the factor that determined the need to mark a crosswalk is the clarification of pedestrian routes for sigh impaired pedestrians,the transverse crosswalk lines shall be marked. o t U_ r_ Option: o At controlled approaches,limit lines(stop lines)help to define pedestrian paths and are therefore a factor the -0 engineer may consider in deciding whether or not to mark the crosswalk. 3 Where it is desirable to remove a marked crosswalk,the removal may be accomplished by repaving or surface a treatment. 00 Guidance: N 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 CO approaching driver. t= 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 0 scheduled removal and shall be posted at the crosswalk identified for removal.Refer to CVC 21950.5 m Option: Q Signs may be installed at or adjacent to an intersection directing that pedestrians shall not cross in a crosswalk w indicated at the intersection in accordance with CVC 21106(b). W White PIED 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. a 0 Section 3B.18 Parking Space Markings w Support: Marking of parking space boundaries encourages more orderly and efficient use of parking spaces where O parking turnover is substantial.Parking space markings tend to prevent encroachment into Tire hydrant zones, N bus stops,loading zones,approaches to intersections,curb ramps,and clearance spaces for islands and other U zones where parking is restricted.Examples of parking space markings are shown in Figure 313-18 3B-18(CA). w rn Standard: _ Parking space markings shall be white. Option: Blue lines may supplement white parking space markings of each parking space designated for use only a by persons with disabilities. `" cs ti Support: N 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-1-9 3B-1 g(CA). Support: E Refer to CVC 22500 through 22522 for parking space markings. U Refer to Section 213.39 for Parking Regulations. fQ Chapter 313—Pavement and Curb Markings January 21,2010 Q Part 3-Markings Packet Pg. 1329 California MUTCD Page 3B-16 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) 4) m 'o L Policy on Parkina Restrictions °- Option: o 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. E a� Support: > The District Directors have been delegated the authority to approve such ordinances. t° o. 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 r ft).0 L Guidance: At all intersections,one stall length on each side measured from the crosswalk or end of curb return should have o 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). `e 3 Standard: Q The departmental approval for the installation of the parking meters shall be covered by an encroachment Co permit. M 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. U v Section 3B.19 Pavement Word and Symbol MarkinEs z O Support: Co Word and symbol markings on the pavement are used for the purpose of guiding,warning,or regulating a traffic. Symbol messages are preferable to word messages.Examples of standard word and arrow pavement _ w markings are shown in Figures 3B-2-8 3B-20(CA)and 313 2 f 313-21(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. o_ 0 Guidance: z Letters and numerals should be 18(6_.)2.44 rn(8 ft)or more in height. W Word and symbol markings should not exceed three lines of information. O 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. `V Except for the two opposing arrows of a two-way left-turn lane marking(see Figure 3B-7),the U longitudinal space between word or symbol message markings,including arrow markings,should be at least vi 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 a guidance and avoid misunderstanding. Except as noted in the Option,pavement word and symbol markings should be no more than one lane in N width. r ea{yea section 9f�} _ Chapter 3B—Pavement and Curb Markings January 21,2010 Q Part 3-Markings Packet Pg. 1330 S.CG.c Page 313-17 California MUTCD (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) U w .Q L 6uida�rse: o_ 1Wle��tlte~,��11�7(11T-w�rc4-�nt�rlF++}�is<�xte�t�letl-trs-tire-width-o#=two-appre � 0 Y (Q i.d Standard: — If used,the SCHOOL pavement marking shown In Figure 38-20(CA)and 7C-101(CA)shall be used and it shall be restricted to a single lane(See Section 7C.06). ar Word and symbol markings near schools shall be yellow as provided in CVC 21368.See Part 7. o= Option: m Pavement word and symbol markings may be proportionally sealed spaced to fit within the width E of the facility upon which they are applied. > ca Option: o_ On narrow,low-speed shared-use paths,the pavement words and symbols may be smaller than suggested,but to the relative scale. U L Standard: The International Symbol of Accessibility parking space markings mn3`shall be placed in each t_ parking space designated for use by persons with disabilities.A blue background with white border o may shall supplement the wheelchair symbol as shown in Figure 384#3B-19(CA). � If used,new construction of accessible off-street parking spaces,and,loading and unloading areas shall 3 include pavement marking details shown on Figure 38-19(CA),or as shown on the Department's Revised Q 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 �4 N (blue or white paint is preferred). If used, new construction of accessible on-street parking shalt 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 Cn 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 v (blue or white paint is preferred). Loading and unloading areas shall include the words"NO PARKING"within the blue border and shall be Z O painted in white letters no less than 0.3 m(12 in)high(See detail in Figure 38-19(CA)).Refer to California Code m of Regulations Title 24,Section 112913.4. Q Standard: LU Where through traffic lanes approaching an intersection become mandatory turn lanes,lane-use arrow markings(see Figure 3B 2I.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 n- 0 38 2! 38-21(CA). Z w Guidance: Where through lanes become mandatory turn lanes,signs or markings should be repeated as necessary to O prevent entrapment and to help the road user select the appropriate lane in advance of reaching a queue of N waiting vehicles. 6 Option: Lane-use arrow markings(see Figure 3D 21-313-21(CA))may be used to convey either guidance or mandatory messages.The ONLY word marking(see Figure 313-38 3B-20(CA))may be used to supplement lane-use arrow markings(see Figure 313-22). o_ Q In situations where a lane reduction transition occurs,the lane reduction arrow markings shown in Figure a. 3H 21 3B-21(CA)maybe used. "' rn r- Guidance: N Where crossroad channelization or ramp geometries do not make wrong-way movements difficult,a r lane-use arrow should be placed in each lane of an exit ramp near the crossroad terminal where it will be m clearly visible to a potential wrong-way road user(see Figure 31-2;3B-23(CA)). E U R Cbapter 3B—Pavement and Curb Markings January 21,2010 `Z Part 3-Markings Packet Pg. 1331 California MUTCD Page 313-18 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) U 0 L Option: The wrong-way arrow markings shown in Figure 313 21 3B-21(CA)may be placed near the downstream o terminus of a ramp as shown in Figures-3B 23 3B-23(CA)en44B-24 to indicate the correct direction of traffic flow and to discourage drivers from traveling in the wrong direction. A yield-ahead triangle symbol or YIELD AHEAD word pavement marking may be used on approaches M to intersections where the approaching traffic will encounter a YIELD sign at the intersection(see Figure 313- 25). _ Support: m turn bays(sec Figure 3B-22),where Lane-use arrow markings are often used to provide guidance in E m turns may or may not be mandatory,and in two-way left-turn lanes(see Figure 3$-7). � ca Arrows: 0. 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. u_. 4.- Support: 0 Examples of entrancelexit ramp terminal signs and pavement markings are shown in Figure 3B-23(CA). a Guidance: 3 The Type V arrows and warning signs,as shown in Figure 38-104(CA),should be used at locations where motorists a 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. rn • Two-lane,two-way highways following long sections of multi-lane freeway or expressway. Exit Ramp Arrows: v Standard: z A minimum of two pavement arrows shall be placed on each freeway exit ramp lane. 0 A Type V arrow shall be the first arrow,on the ramp,in the direction of travel when exiting the freeway. Where a mandatory movement Is required,a Type 1,II,III,IV,VII,or VIII arrow shall be placed with its point approximately 6.10 in(20 ft)preceding the limit line,crosswalk or"STOP"pavement legend.Where no w 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) a apart. o Guidance: z The actual position and spacing should be determined in the field to provide the optimum visibility for traffic that may w attempt to enter the exit ramp in the wrong direction. Support: ~ N See Figures 3B-21(CA)and 3B-23(CA). Entrance Ramp Arrows: w rn Standard: _ A minimum of one Type I arrow,not less than 5A9 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. < Q Guidance: a The distance between arrows,when more than one per lane is needed,should be 30 m(100 ft)to 90 m(300 ft).The e; rn Type V arrow should not be used on entrance ramps. N T Support: See Figures 3B-21(CA)and 3B-23(CA). a Additional information on signing of ramp terminals is shown in Section 2E.50. E U F. r r-. Chapter 3B—Pavement and Curb Markings January 21,2010 Q Part 3-Markings Packet Pg. 1332 5,CG.c Page 3B-19 California MUTCD r (FHWA's MUTCD 2003 including Revisionsl and 2,as amended for use in California) 0) d 0 L Turn Lane Arrows: 0. c Standard: 0 One directional arrow,a minimum of 2.44 m(8 ft)in length,shall be placed in the center of each turning lane r 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. Ix Support: Q See Figures 38-7(CA)and 313-1011(CA). E d Support: Refer to Section 2E.50 for Wrong-Way Traffic Control at Interchange Ramps. f° CL Option: Y Word and symbol markings may include,but are not limited to,the following.Other words or symbols v may also be used under certain conditions. 0 A.Regulatory: u- 1. STOP 0 2. RIGHT(LEFT)TURN ONLY a 3. 40 km/h(25 MPH) 3 4. Arrow Symbols Q B.Warning: 00 1. STOP AHEAD N 2. YIELD AHEAD 3. YIELD AHEAD Triangle Symbol 4. SCHOOL XING N 5. SIGNAL AHEAD 6. PED XING v 7. SCHOOL z z 8. RXR 0 9. BUMP Q 10. HUMP r C.Guide: w 1. US 40 2. STATE 135 ~ 3. ROUTE 40 > R_ Standard: p 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 213.04).At the ends w of aisles in parking lots,the word STOP shall not be used on the pavement unless accompanied by a O stop line. N N The word STOP shall not be placed on the pavement in advance of a stop line,unless every vehicle 6 is required to stop at all times. The yield-ahead triangle symbol or YIELD AHEAD word pavement marking shall not be used cn uJ unless a YIELD sign(see Section 211.08)is in place at the intersection.The yield-ahead symbol marling shall be as shown in Figure 3B-25. < Q Guidance: a A STOP pavement marking should be placed on all but minor approaches to State highways not controlled by rn ti signals. N r Option: Pavement markings with appropriate figures may be used to supplement speed limit signs.See Section 213.13. CD E s w Chapter 3B—Pavement and Curb Markings lanuary 21,2010 Q Part 3-Markings Packet Pg. 1333 Page 3B-20 L California MUTCD r (FHWA's MUTCD 2003 including Revisions)and 2,as amended for use in California) m 0 L Section 3B.20 Speed Measurement Markings n- c Support: arking placed on the roadway to assist the enforcement A speed measurement marking is a transverse m 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: m Speed measurement markings may extend 600 tnm(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 l.&km(1 mi)length of roadway. m When paved shoulders of sufficient width are available,the speed measurements markings may be placed a entirely on these.shoulders.Advisory signs may be used in conjunction with these markings(see)sigma 3B' 4-0 313-105(CA)). v Support: The California Highway Patrol patrols certain highways with both helicopters and fixed-wing aircraft.The purpose of o r the patrol is to monitor traffic,provide motorist assistance and initiate appropriate enforcement action. o In order to make the air patrol effective,the California Highway Patrol and Department of Transportation have .a I agreed upon markings and signs as shown in Figure 313-1105(CA). 3 Option: Q Speed measurement markings may be placed on the right shoulder in areas patrolled by aircraft as requested by the co California Highway Patrol. 04 N 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 r 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 v 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 z widely separated. m Option: In areas where identifying features are widely separated,white 0.91 m(3 ft)high post kilometer(mile)numbers may w be placed at 8 km(5 mi)points where needed for aircraft reference. Standard: ~ Markings shall not be on the traveled way. > Option: a If routes with narrow shoulders are requested for marking,the standard marking shape may be modified to provide o an equivalent area without encroaching on the traveled way or the Alternate Marking System described. o 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 N with the right edge line.It is preceded and followed by a 6.1 m(20 ft)gap in the right edge line. w Section 3B.21 Curb Markings N Support: F— Curb markings are most often used to indicate parking regulations or to delineate the curb. W a Standard: °- Signs shall be used with curb markings in those areas where curb markings are frequently LO a)obliterated by snow and ice accumulation unless the no parking zone is controlled by statute or local r` N r ordinance. Where curbs are marked,the colors shall conform to the general principles of markings(see = m Section 3A.04). E U Chapter 3B—Pavement and Curb Markings January 21,2010 Q Part 3-Markings Packet;Pg. 1334 Page 3B-21 California MUTCD (FHWA's MUTCD 2003 including Revisions and 2,as amended for use in California) d 0 L a Guidance: e Except as noted in the Option,when curb markings are used without signs to convey parking regulations, 0 a legible word marking regarding the regulation(such as"No Parking"or"No Standing")should be placed r on the curb. :c Option: fe 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. Guidexee: m lietreretleE:tive se#iFi 3'allow 3itsllu�ticl be pinvecot�-the r�eses a€ i;e d{neelicn arut exirT E sof ee-te-ehe ell > ebst�etie�r. n. "dew€-tkre-isltmcl: ,�_ U Support: L Refer to Chapter 3C(Object Markers)for marking noses of raised medians and curbs of Islands. 0 p � LL ���t�h+gl�va�tgeneies�ttty-prese�e-s}}eeira�e�r�€'ee=-ec+rl�r�urlCttgs�t�s-s�+ppet�:��Rrclttr�-sign-€rit- o Refer to CVC 21458 quoted later in this section. Support: 3 Since yellow and white curb markings are frequently used for curb delineation and visibility,it is Q E advisable to establish parking regulations through the installation of standard signs(see Sections 2B.39 1* through 2B.41). s Where the curbs of the islands become parallel to the direction of traffic flow,it is not necessary to mar 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 Cn Cn indicates the need for this type of marking. U Support: Refer to Section 213.39 for Parking Regulations. Z In California,curb markings are not used for delineating traffic.They are mainly used for parking regulations. 0 Standard: Q 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 LU 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 o time as may be specified by local ordinance. Z (3)White indicates stopping for either of the following purposes: `L (A)Loading or unloading of passengers for the time as may be specified by local ordinance. 0 (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. w (b)Regulations adopted pursuant to subdivision(a)shall be effective on days and during hours or times as Cn prescribed by local ordinances. Parking regulations shall be covered by ordinance or order of the authority having jurisdiction over the Q a street or highway. LO Option: Curb markings may supplement standard signs. Prohibitions or restrictions enacted by local authorities under Sections 22506 or 22507 may be indicated by marking Y curbs as prescribed by CVC Section 21458. E U R Chapter 3B—Pavement and Curb Markings January 21,2010 Q Part 3-Markings Packet Pg. 1335` California MUTCD Page 3B-22 (FHWA's MUTCD 2003 including Revisionsl and 2,as amended for use in California) m 0 Policy on Parking Restrictions_ a 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[oval 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. ca o. Section 3B.22 Preferential Lane Word and Symbol Markings >, Standard: U 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. o All preferential lane word and symbol markings shall be white. -a All preferential lane word and symbol markings shall be positioned laterally in the center of the preferred-use lane. 3 Q Support: Preferential lanes identify a wide variety of special uses,including,but not limited to,high-occupancy It vehicle(HOV)lanes,bicycle lanes,bus only lanes,taxi only lanes,and light rail transit only. M Standard: Where a preferential lane use is established,the preferential lane shall be marked with one or to more of the following symbol or word markings for the preferential lane use specified: F- A.HOV lane—the preferential lane use marking for high-occupancy vehicle lanes shall consist of V white lines formed in a diamond shape symbol or the word message HOV.The diamond shall be Iq at least 0.75 in(2.5 ft)wide and 3.7 m(12 ft)in length.The lines shall be at least 150 mm(6 in) Z in width. 6 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 w 9C-6). C.Bus only lane—the preferential lane use marking for a bus only lane shall consist of the word marking BUS ONLY. > D.Taxi only lane—the preferential lane use marking for a taxi only lane shall consist of the word a marking TAXI ONLY. Z E.Light rail transit lane—the preferential lane use marking for a light rail transit lane shalt w consist of the letter T. 0 F.Other preferential lane use markings shall be identified in accordance with Section 3B.23. I, If two or more preferential lane uses are permitted in a single lane,the symbol or word marking N for each preferential lane use shall be installed. U w Guidance: m Engineering judgment should determine the need for supplemental devices such as tubular markers, traffic cones,or flashing lights. Support: a The spacing of the markings is an engineering judgment that is based on the prevailing speed,block rn lengths,distance from intersections,and other factors that affect clear communication to the road user. N Markings spaced as close as 24 in(80 ft)apart might be appropriate on City streets,while markings spaced t- 390 in(1,000-0150 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. 6 +? Chapter 3B—Pavement and Curb Markings January 21,2010 Q Part 3-Markings Packet Pg. 1336 California MUTCD Page 313-23 _ (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) m 0 L a The vehiele m o Support: For State highways,see Department of Transportation's High Occupancy Vehicle(HOV)Guidelines and Ramp CU Meter Design Manual.See Section 1A.11 for information regarding these publications. a� 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 CD separated,buffer separated,reversible,contiguous,or as contra-flow facilities. HOV lanes can also be operated on w county roads or city streets. The HOV lane symbol(diamond shape)is shown in Figure 3B-106(CA). a Section 3B.23 Preferential Lane Longitudinal Markings for Motor Vehicles U L Standard: 0 Preferential lane longitudinal markings for motor vehicles shall be marked with the appropriate u° word or symbol pavement markings in accordance with Section 3B.22. o Support: E 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, Q or they might be concurrent with other travel lanes and be separated only by longitudinal pavement eo markings.Further,physically separated preferential lanes might operate in the same direction or be N N M reversible. Option: E' 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: U The following four items are presented in tabular form in Table 3B-3 38-2(CA): Z p A.Physically separated,nonreversible preferential lane—the longitudinal pavement markings for 0 preferential lanes that are physically separated from the other travel lanes by a barrier, m N median or ainted neutral area shall consist of a single normal solid yellow line at the left edge Q of the travellane (s),a single normal solid white line at the right edge of the travel lane(s),and if W there are two or more preferential lanes,the preferential travel lanes shall be separated with a t normal broken white line(see Figure 311-26a). g B.Physically separated,reversible preferential lane—the longitudinal pavement markings for a 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 °z edges of the travel lane(s),and if there are two or more preferential lanes,the preferential travel 0 lanes shall be separated with a normal broken white line(see Figure 311-26a). C.Concurrent flow(left side)preferential lane—the longitudinal pavement markings for a full- N time or part-time preferential lane on the left side of the other traveled lanes shall consist of a i single normal solid yellow line at the left edge of the preferential travel lane(s)and one of the ch following at the right edge of the preferential travel lane(s): 1. " double.efid Ode white i-e-hi ite cam Fig.—gib. F- 2.A single solid wide white line where crossing is discouraged(see Figure 313-26c). Q 3.A single broken wide white line where crossing is permitted(see Figure 311-26d)at a ingresslegress segments for physically separated full-time preferential lanes. a 4.A single broken 100 mm(4 in)white line where crossing is permitted on preferential lanes that operate N for only certain periods of the day.In these cases,markings shall conform to the purpose the lane Y serves a majority of the time. _ Q If there are two or more preferential lanes,the preferential travel lanes shall be separated with E a normal broken white line. ca Chapter 3B-Pavement and Curb Markings January 21,2010 Q Part 3-Markings Packet Pg. 1337 California MUTCD Page 313-24 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) ) 0 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 o 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.A-double�oli�l-wide-w � �� � 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 313-26d)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 m right turn maneuver(see Figure 3B-26e). ca 5.A single broken 100 mm(4 in)white line where crossing is permitted on preferential lanes that operate o. cases,markings shall conform to the purpose the lane w for only certain periods of the day.In these serves a majority of the time. v ed with a If there are two or more preferential lanes,the preferential travel lanes shall be separat o normal broken white line. wee: o Option: ther travel lanes are separated by � When concurrent flow preferential lanes and o more-` -„ i 2 in L ft1-3.6 m(12 ft)or more, chevron markings sheer may be placed in the neutral area. Q Guidance: 00 If used,the The chevron spacing should be 3p_m{I09-�60 m(200 ft)or greater. M opI} trll--tit�re•r3r}�at�-ti+ne-ecar�et►rent-tit�w-pr-e#�renHet-lar�ee��;;tt��*-slahc�irtgkip�stte�r�-e�tl�e-s'sngle � l�rokett wide whit,tt+rt��ry bo+edt+eeeieifttlt etl�e si+tgle kiialrwidaivlrite line nary lx�ins ;c+�t } Support: ~ The striping pattern for the lane lines between the HOV large 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 z Design Manual for the appropriate HOV lane line striping patterns and markings.See Section 1A.11 for information 0 regarding these publications. m a X Section 3B.24 Markings for Roundabout Intersections w 0! 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; a o B.A deflection of the approaching vehicle around the central island;and w 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 38-27 and 313-28. r` Option: N A yellow edge line may be placed around the inner(left)edge of the circular roadway. d w Guidance: rte 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 lanes), entering the roundabout intersection. Edge line extensions should not be placed across the exits from the circular roadway. a Where crosswalk markings are used,these markings should be located a minimum of 7.6 m(25 ft) 1- 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 313.16)may be used to indicate the point behind which vehicles are required to yield at the entrance to a roundabout intersection. E t Standard: Bicycle lane markings shall not be provided on the circular roadway of a roundabout intersection. a Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings Packet.Pg.1338 - SCG.c California MUTCD Page 3B-25 (FHWA's MUTCD 2003 including Revisions)and 2,as amended for use in California) a� 0 L o. Section 3B.25 Markin as for Other Circular Intersections 0 0 Support: m Other circular intersections include but are not limited to rotaries,traffic circles,and residential traffic ±= calming designs. _ Option: m The markings shown in Figures 3B-27 and 3B-28 may be used at other circular intersections when engineering judgment indicates that their presence will benefit drivers or pedestrians. _ d E ar Section 3B.26 Speed Rump Markings ca Standard: a If used,speed hump markings shall be a series of white markings placed on a speed hump to identify its location. U Option: 0 0 Speed humps,except those used for crosswalks,may be marked in accordance with Figure 311-29.The u_ markings shown in Figure 3B-30 may be used where the speed hump also functions as a crosswalk or speed - table. -0 CU PP Su ort: Per CVC 440 speed humps or bumps are not official traffic control devices. 4 . P P .. Section 311.27 Advance Sneed Hump Markings M 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: E_ Advance speed hump markings may be used in advance of an engineered vertical roadway deflection t) where added visibility is desired or where such deflection is not expected(see Figure 38-31). v G; z Advance pavement wording such as BUMP or HUMP(see Section 3B.19)may be used on the approach O ? to a speed hump either alone or in conjunction with advance speed hump markings.Appropriate advance o] warning signs may be used in conformance with Section 2C.24. _ Guidance: W If used,advance speed hump markings should be installed in each approach lane. H Section 3B.101(CA)Diagonal and Chevron Markings > LL Guidance: o Diagonal and chevron markings should be used,when in the opinion of an engineer,it is necessary to add emphasis z or to discourage vehicular travel upon a paint formed roadway feature such as an unusually wide shoulder area,a W 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 N yellow lines. Chevron markings,when used,should be installed between channelizing lines for traffic flows in the same direction. W Cn Support: _ The applicable channelizing lines for chevron markings are shown in Figure 3A-110(CA),Details 36,36A and 36B F- and pairs of lines shown in Figure 3A-112(CA),Details 38 and 38A. Q The diagonal lines or chevron markings are normally 300 mm(12 in)wide. a Ln Standard: M Diagonal lines and chevrons shall be the same color as the line or lines to which they connect and shall N r point at a 45-degree forward angle. Diagonal lines or chevrons,if used,shall be the same color as the edge line. Option: E 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 311—Pavement and Curb Markings January 21,2010 Part 3-Markings Packet Pg. 1339 California MUTCD Page 3B-26 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) v 0 L Section 3B.102(CA)Passing Lanes = 0 Standard: r rking(see Figure 3A-104(CA)}shall be used When a passing lane is provided,a two-direction no passing ma when the Average Daily Traffic(ADT)exceeds 3,000.See Figure 3B-107(CA). CU 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 CD (R55(CA))signs may be used when the ADT is 3,000 or less. (- Section 3B.103(CA)Truck Lanes Standard: U 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. t0 The TRUCKS RIGHT LANE ONLY(R53B(CA))sign shall be placed at the beginning of the restriction and at approximately 0.4 km(114 mi)intervals.When the restriction is necessary only during certain hours,the Specific 0a HourslDays 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 Q approximately 0.4 km(114 mi)intervals.When the restriction is necessary only during certain hours,the Specific HourslDays Plaque(R82A(CA))shall be placed below the R53B(CA)sign. 1* A TRUCK LANE(114-6)sign shall be placed in advance of the truck lane.An END TRUCK LANE(R53A(CA)) N sign shall be placed at the end of the restriction.See Figure 3B-12(CA)for signing and marking the end of an M. r extra lane. Section 3B.104(CA)Turn Lanes U Support: Refer to CVC 21460.5 for Two-Way Left-Turn Lanes. z For details of two-way left-turn lanes,see Figure 38-7(CA). For left turn channelization,see Figure 38-101(CA)and 0 Department of Transportation's Highway Design Manual,Section 405.2.See Section 1A.11 for information regarding this co publication. w Standard: Left-tum or right-turn lanes shall be separated from the through lanes by a single solid 200 mm(8 in)wide r white line as shown in Figure 3A-112(CA). a Section 3B.105(CA)Turnouts z Guidance: W Paved turnouts should be marked with a 200 mm(8 in)wide single solid white line between the through lane and the p turnout.The line should not extend through the entry and exit areas.See Figure 3B-108(CA)and Department of F' Transportation's Highway Design Manual, Section 204.5(4).See Section 1A.11 for information regarding this N publication. v 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. N Turnouts should not be longer than 150 m(500 ft). The right edge line should be dropped throughout the length of the turnout. Option: Q n. Turnout length may be increased 30 m(100 ft)on down grades over 3%. Lh a) ti Section 3B.106(CA)Rumble Strips `V r Support: Rumble strips are bands of raised material or indentations formed or ground into the traveled way,on the centerline CD 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. c Chapter 3B—Pavement and Curb Markings January 21,2010 Q Part 3-Markings Packet Pg. 1340 5. California MUTCD Page 3B-27 tB (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) w Option: a 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. a • 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. a Option: Y Rumble strips may be incorporated into rehabilitation projects to replace existing rumble strips without an extensive v review. Guidance: ° Requests should include a description of location,reasons for use,the alternatives which were considered,collision U. history and a discussion of standard traffic control devices which have been or are in place. Traveled Way Rumble Strips: 3 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)+/-1.5 mm(0.06 in)if ground-in indentations and generally extend across the N travel lanes. v A ground in rumble strip with the dimensions shown above has been field reviewed to confirm rideability for bicyclists&motorcyclists. Cn L 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 v should be provisions made for cyclists to safely traverse through or around raised rumble strips. v • Nearby residents may be subjected to noise. z Typical locations where rumble strips on the traveled way have been used include: m • End of a freeway. a • In advance of toll booths. w • 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: a 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 °z and 8.5 mm(0.33 in)+/-1.5 mm(0.06 in)for ground-in indentations that extend along the highway shoulder.The "' maximum width of shoulder rumble strips is 300 mm(12 in)for both rolled-in and ground-in indentations. Guidance: Where bicycles are permitted,shoulder rumble strips should not be used unless approximately 1.5 m(5 ft)of clear N shoulder width for bicycle use is available between the rumble strips and the outer edge of the shoulder. w 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. C Option: a Research findings indicate that the use of rumble strips on shoulders of freeways in remote areas may reduce drift- LO off-road collisions.Drifting off the road is most likely to be a problem on freeways with few interchanges and long N tangents.Rumble strips may be used on other roadway types as well to address drift off roadway collisions at locations r 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 E application of a raised and inverted profile thermoplastic. Chapter 3B—Pavement and Curb Markings January 21,2010 Q Part 3-Markings Packet Pg. 1341 5.CG.c rL California MUTCD Page 313-28 (FHWA's MUTCD 2003 including Revisionsl and 2,as amended for use in California) 0 Guidance: o- When roadways in remote areas are to be resurfaced,consideration should be given to the drift-off-road problem o and the use of rumble strips considered. Option: = Table 38-101(CA)may be used by the District Traffic Engineer as a guide to determine the appropriate rumble strip treatment for varlous 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: o.. 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. U L 0 U. — _-- 0 3 00 et N M H Cn t U Nr Z O m Q x w (This space left intentionally blank) tY H d Z W O i- i ti N U W LO Q a a> ti N y T Q) 4 E U fC Chapter 3B-Pavement and Curb Markings January 21,2010 Q I Part 3-Markings Packet Pg. 1342 I 5.CG.c a� 'o L a c 0 w m PROJECT LOCATION m E SURVEY DOCUMENTS a U L 0 LL 4- 0 L y� Q 00 N M H N U d' z O C6 a W a 0 z w O H ti N (i W N H Q n. U) rn ti N r r C N E U r Q Packet Pg. 1343 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 o (In Cooperation with the Riverside&San Bernardino County Surveyors Office) - 0 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. _ 0 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). a All new and replaced survey ties shall be by transit method. v L The following regarding public works construction in the Public Right of Way is extracted from letter from the above o w agencies, dated April 13, 2007: 4- 0 NEW & RECONSTRUCTION PROJECTS 3 Q A. PRIOR TO CONSTRUCTION 00 �r (1.) The survey crew shall diligently search for all survey monuments of record and on the M 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 as digging below the surface to uncover the monument within 2" of the road surface is U recommended. v Z (2.) The survey crew shall properly reference all found survey monuments,which may be o disturbed or covered during construction,to stable surface points. a (3.) The authorized surveyor shall properly complete a Corner Record or Record of Survey W 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. a 0 Z W B. AFTER CONSTRUCTION AND PRIOR TO RECORDING o NOTICE OF COMPLETION N 1. All covered and disturbed monuments shall be reset with the same or more durable type U w of monument as the original,in the surface of the construction. Key monuments shall be N 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 a In monuments(section corners,quarter section corners). N 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. w a NOTE: Parentheses above indicate changes to original text. Packet Pg. 1344 VICINITY MRP CITY OF SAN BERNARDINO y Pont. # A b 3 48 Th. ST. Q NAV 39 /3 41 .013 0 a NAv291339. 07 0 1 Noaa/Pid EY 13?-q r Quad ti ry Z lzrz O ST BY: CO X LASH � TN � m Date: .rU N E !4 2D. m `V r— >cc Q ci-�U t� � "W J97REE A, Y 0 O E. a Co N M A AREA DETAIL i d' z O } Q x w RS rk 5T /lo 3.D o z w Oi O El U 0 w O a W Lo 9 F ti E Q N T M I_ NOTE: POINT IDENTIFICATION AND GO TO OESCRIp710 ON BACK OF ,cam • 4 Packet Pg. 1345 MKrNnFlCaTwty CITY OF SAN BERNARDINO FD. H 3.12 .17/A . BRRS� D[SK _ SST IN T/fF" 7{.dP Point #" A6- 3 b ,� w 6FR CD A)4. FO AT F'LLl-SH W t7H CQlUG. SLAB AVag 13z41_$10j a > R�Yl A�'!J U. S. GD/��"T f fsE�B�Tl��� 13�'/11G� -• a /TJR'fR K. ,� .S Z 7 /9 3'� /!0 3 Ly E'�T 1717: NAV29 /339.40 0 Neaa/Pid L~V /3Z'Y DF �iBTK sT:V Quad sAm efi�a�Rclya a � '� By: C D X La SH d Date: iTVNF ty_1 2dl E o. U GO TO DESC UMON: LL FR DIY! DTEWMN NKE yd �.5T o 7l J -a _ L LVE ST DN NDTh .ST. T /TIT VIES!/ HV,E. AMTHaN fflT. VIEW RVt' 3 a - ?D kBTU 5T. VIIE�T ON 'f9 ' S'T Td B177 X .5Z7 DN .5BUTiS/ N M .51DE F N9Tk ST. U _ z O ' m Q w a o z w O F N a , U W yy N ti Z .52T r ! SID ( � w L) NCN tt7AR a Return m City EuorA s Office—300 N."D"StmeL San Beman ino.CA 92418 Packet Pg. 1346 VICINITY MRP CITY OF SAN BERNA RllYNO .Point #Rl64-3 s� .NAV 88 13 g3. It s{g T-n STREET- c� NAV 29 0 Noaai Pid Quad SA V CiE7?/lJgRA'adi � P iw Q I e w By; A' t Date :XVLY t 9rZDl7d y0 r-,I STREET o. 0 0 " `FREEIUR Y o co � E Iq N CF: AREA DETAIL U d� Z O C m a w Q: 1 � o #8 T.fl STREET > w - -- -- o N U w SIDEWALK U) ti N f1Lo- it E NOTE: POINT IDENTIFICATION AND GO TO DESCRIPTi NON BACK OF T Q Packet Pg. 1347 5.CG.c� POINT NnFlCaT�ow CITY OF SAN BERN.ARDINO 8T T I4 5-U). C-6 R PJAW, ©F H8 LK .5T 4� lIIT Vl Point # AVE.' FD A B R R 5!5 D 15K 1 V -rl4 A- -51 D—.c"4,)R,4 k NAV ss /3 K3. K 9 A S.FRly)aZrfa G. 5. /3. /3.lI?. 38 . . L EYLL L NAV 29 o W ITH THE SIDEWPLA Noaa/Pid Quad 549N BERNARD11 'a (G By: LID)( 1 Las r — _ Date : cTULY l9„?- EC CL 3H a lb GO TO DESCRIPTION: o F'RD M THE INTER 5 EL T/o N OF LUATERlA91Y AVE � y 0 � 5'1: o ST. TO 1 /1 1 ' � O/U nl7 t )E3T O N H D V 1 E U) a 3 _ AVE,A V E, TO 5r 8 Ed 57; N M h N V z O m Q 2 W F a 6 z O F- n N U W a ,. Ln CD C. 5. 13 . N M 3e� 3B � E w Rc=n to City Enenms Office—300 N."D”SftwL San Hanardino,CA 92418 Q Packet'Pg. 1348` 5 CG.c' m 'o L } I_ X' } �y � n. -� y • �0 e.... /O Ro �ift0 /A U- 0 M -a (�' L � 3 •34 f4 494q r Co g0' CYSLtt v f----. I O Cd W so > o z V' Le,rc Sc. �c eW J W w U) i r v-w we#mw.of sr orin fix Q ob N T G Q Packet Pg. 1349 5.CG.c m 0 L 0. c W G — m i a r o U- _...... o co 3 Q co N M cn �g U U, �p Q w W ° Gic;e'vv ,G' N w N LO T m w Q Packet Pg. 1350 51 '2 R R CAJAY L- a. �a 'F m as > SETLCTIzIy_t 2R/n P ' U f 0 U- 4- O S EZ L �T SS' 3 t1r '/Y of L--CR Iq 3$° $ 6T" sT N �P. F� iTN Pe 2 z o r� > � a Pd SC�Ew G�i'1'ID.C. SCT` L CT @ R R z L Se. w s / O r � N U W N H Q d 1 y �" �+ N �! mss r mcs w EDyr E r a Packet Pg. 1351 7 16 7 s.CC.� CORNER RECORD DOCUMENT N0, 95 0529 COUNTY OF SAN BERNARDINO, CALIFORNIA /DOTE .�F REMOTES TRA/VS/ TL/NE M041WA-lN 14E HOLDS OVER T/E D157ANCSS.- riGS CH6CxED5-12-'958YN.7:C0x 0 L O l=p,.CEADjoFTACK oAl T.G. /N ctrRB e-t TY T/E.s 0A74F0 51-11`87. c 4 c 1=0, 4-A D f7-.4 C/c On/ 7;C.Q m ?NE E.C.Q. 0ctR,c/TYT/65- `V DA TE D 9-//-'87, a 50� N.5`TR EE �� � 0 F D./ "I,+r'• �`c.S, fJ. TAG W/x-T/E l��'J� -a NA/45, FL u.S H, PER C/TYT/GS 1, - 00 M F'o.L dry►�► AGX oN T.C.0 =Ar a-4 ors, �R /TY 77 or AAT6D 9^Ft�`87. '� It 540 STHE A.0.AN4/4 O2V T.C, 7A 4"4.YdF rNE S.<.,e. /ni7K r"IS A04 r4-0 9-J1-17, � z m I F0.4 SA0 4 TAG/CV/VT.C.R 1� W 39.OX7 s.oFTNE L',c. TO LEAD TAGx ON T,Cy AER G/TY TI ES DATED 9-//jp7 -5,p',-, yr. O X TNG-' X.C.R. X),G g c/TYT/C-5AArWD 9-1/-'p7, > LL L'. 5274 N to EXPtlQE 5 'Q U 12-'31 9 W SURVEYOR'S CERTIFICATE COUNTY SURVEYOR'S CERTIFICATE cc� ��2 a THIS CORNER RECORD WAS PREPARED BY ME OR THIS CORNER RECORD WAS RECEIVED ..w bt_. _ tn ti UNDER MY DIRECTION IN CONFORMANCE WITH THE 19 N T LAND SU VE,%ORS ACT ON Mhy /8 • AN MINED N F 18 ._ 10 X4.0V ' f+A,,11' m C..t rw s THE 11Y' E SIC3NEb TITLE ULrUIT, L.S.OR R.C.E. N 52 74- n+ COUNTY SURVEYOR'S STATEMENT r_ o . � exvir+nt�pvLH� �, SHEET 2 OF 2 qTF Packet Pg. 1352 OF CA 11 5.CG.c 16 "7 p 9 •' CORNER RECORD� � DOCUMENT NO. g 5 (0 55 COUNTY OF SAN BERNARDINO, CALIFORNIA NO TE% q5 DEN4 TES TRANS/TG!/VE M4G/NTAIiv IJ/E W AVE NdGOS OVER T/E 0/STA/VCES. T/ES CReCRCMVS-12=9S 8Av.T.coX 'o (L C 0 O,SFT W.DF'TNEFr , pdrR�sCf7Y 7145 AA 4W2- 7. W E 0. O'elveWA'✓ TO`�'v+GScyF ,� v 479'71'?7:v{�w VGr. ASR c/TY 7%i.!' 17 qr p 13 -2_ 7. - 4S STS ' Co � �` vR•�vEw��Y Cn To 479 7 V MT. V iLeW AVE. zz F'O..sCRCW n^l T c, o,sF7, o0 W. c>A , roW C &5C-.2R1,7/FS 04- gP)Gf ciTY a _ wA41e V,=.'V7 ,of DR/VS wRY LAND � s,�.� ,af-cr,,¢e c.rWE,�,� �Q �S' ciTy TIES L�A76D a z o W 1 . 5274 * ° Cn rRFcs Q ti SURVEYOR'S CERTIFICATE COUNTY SURVEYOR'S C914TIFICA TE a n. THIS CORNER RECORD WAS PREPARED BY ME OR THIS CORNER RECORD WAS REftVjB M9 UNDER MY DIRECTION IN CONFORMANCE WITH THE 19 1�1N '�+a S � 44irli tNF�D N F ' 1S_G.— N�' SfGNED TfTLE u L.S. r4o �- c.COUNTY SURVEYOR'S STATEMENT x o r'o"l p EmRATION oA N SHEET 2 OF 2 14 �. Packet Pg. 1353' 5.CG.c E ECTR &V QctU .o L a c 0 r 0 �a 0 E m �a a. U L 0 LL 4- 0 L 3 Q Co 1* N M H N H U T( C '55E O w' SY T, 1D A.u1 5 a w, x LU w } ,; > a Q 5C-'r LEAD ; 4Act; 01�J T.0 0 z j w 5ET LEAD tl-rPNcK cW 5ET LEAD TACk- T,C O 7.CSF 5'W'iycyE C R f�23' E.'Iy t7F $ °, N LU N 4 81 ' _ �� � 3� � _ s T R E E`r = Fcl. l"2.R tac � FA ,YI I P. 0.2 deeP,set o,ie r a }`s4j6�8 E' 1 c,-per rC: y :cs a P°K ta4F FerC:ty+ie SET LEA04TACK .3w �'� rT LEAD FTActc r�l '�,C N c �4'w'ryaF S.C.R. 2. 3' E'1y oFE.c.R, _ tf 0 ET LEA.C, E 7'A,c K c�r1 T- C E U a w w J Y. 1U, p Packet Pg. 1354 ..t �i S.CG.c •�"""' I NITY MRP CITY OF SAN BERNARDINO JIC --- - w d N! 'RV E POINT/: a • H/-/� _ �� _ •NAME: ./1lRV4 88 � CZ t -- o SELfY)D1vT I�VE EL /730. 82 _ 4J 41,b `,.r7 VICINITY: VERDE/I1DN; > - -ERV/NGTDIU RVE. BY* / m _ C - DATE: — t` REVISED: c3 U. � © 4-. KENDAL L DR. o co N REA DETAtL- • U �.. j O Z a Q = 3 LU a 0 r z W O 'Q E L M O nN AvE N U) a rn • ti w c aD E NOTE: POINT IDENTIFICATION AND GO TO DESCFIIPTION ON BACK OF f r Q Packet Pg. 1355 5.CG.c OINT IDENTIFICATION CITY OF SAN BERNARD INO f "r a 2,+S S fit)t.5 K Sc�7' � tk3'H t. �Tl POINT III:. a - Tyv P NAME HI-15 .2 . S 5 `!yam D p 89 - EL 1730.82 VICINTYEInDN7 A� E All S o00 BY: C._�� a+ om n. DATE: U . REVMED: 0 - NANO HEI-D U. -O TO DESCRIPTION: 3 Y lI 14 /7 2,0 52 G.P.5. �o E um. CITY:, MAP: PAGE a t V �- U Z O m Q w DDITIONAL MONUMENTATION(BACKSITE)VISIBILITY: a , 0 z RECIAL NOTES OR PRECAUTIONSI w – O F- ti N U W Cn POI T DETAIL = %CCESSIBILITY: 2—WHEEL DRIVE I [j 4—WHEEL DRIVE/ HIKE 8F _ a kDOITIONAL TRAVEL TIME? MIN FROM f a ©F ,n "KtFpI GATES_: E] YES NJ NO +'y\yWI� PUBLIC ACCESS E] PRIVATE PROPERTY HI – /S ti :F .NEEDED/CONTACT: I �' aoo E NOTE LOCATION SKETCH AND AREA DETAIL ON BACK OF THIS PAGE. U m -arswE ' a Return to City Engineers Office—300 N."D"Street,San Bernardino,CA 92418 Packet;Pg. 1356 S.CG.c CITY OF SAN BERNARDINO �ICINFry f d # a. POINT f: o. _ VE OH/D A NAME:-L6 0 - MAP 8$ y .v �a 1^L.. !76 9. `31 • s / PEL"NT" A06 VICINITY:,VERDE/T10r I Mi N'''om E '4 BY: Cex L o r 172V/NZ,-ri ! AV€• DATE: `_!-Od a i E REVISED: - V_ v Q~ 0 t° r w kENOALI O2• 0 co A a z t� M cn :REA DETAIL. � z o uj � m a t = v � 4 > 0 i z $ELmoN1— AVE o ti g� N w a Lo w ti N T E s NOTE: POINT IDENTIFICATION AND 60 TO DESCRIPTIQN ON BACK QF T w a Packet Pg. 1357 S.CG.c 'OINT QiENi1FlCATM CITY OF SAN BERNARDINO usFr cam+r 1 r f POINT!• !ReAsc D r�K SET a - 7"vp o,- ct�lzc: T.t�' E '�y car= NAME: y2-16 0 Hvp 88 V .CAW of RlsTcE,g.4� � - ,E L __J 769. 910 S T-.4M Pen Gi7y o A S14 41 D/avo •VICINITY: VFRDEMoz A/ I - .4 61 2 a 00 —= (D BY.- Qnx ,•' 40 a . DATE: U L REVISED: 0 - LL 10 TO DESCRIPTION: 3'1 9 9 117 2 f 0-7 C/ID Nl A.41V OHE 0 LD ` IOUNTY: CTTY:' MAP: PAGE: 3 Q - _ Z" 2/s Ex/7 �fAlrn AyE THFti ti `4Y <2 Cp �t 1'o N - _ M ...t ��s!!1 is/za / •�f U� Ti's G �'•L ?� C�. � 1i,�t 4. �� •.•. F- 4ry F- U z O m Q - _ x w =DDITIONAL MONUMENTATION(BACKSITE)VISIBILITY: 5 a 0 z 'PECIALNOTES OR PRECAUTIONSI w O ti N U w U) �;CESSIBILITY: 2-WHEEL DRIVE/ E] 4-WHEEL DRIVE/ E] HIKE D� I rgDETAIL rti Q -.DDITIONAL TRAVEL TIME? MIN FROM (L th =K1"D i GATES' 0 YES r ' .SEEDED/CONTACT: c m NOTE LOCATION SKETCH AND AREA DETAIL ON BACK OF THIS PAGE. O f U t6 -atiht Q a Return to City Engineers Office—300 N.-D-Street,San Bernardino,CA 92418 Packet Pg. 1358 f,PC)1ECT.1`l�IIJ F�'Ei���P.a�Ld41%Ca _.! '4J, Z� eY_ I�JDf x ry� uf+Vfr uv.._ - DATE 1N 'Nf.O a f _ DATE _ ----- 5,4�E` A,F� f«... _ a� ' F4 _S� _ - �`C���,a�hst�tti': ��LS"'s��-• _•� .O O ITS I� } > ( M 11 Kill I •i 1 /� �. O Cu �. _ _ Co ,_ _ _ _ _ _- _ ! - - - N IT TT IT uj LU i U - - - N LLJ �TT- Packet Pg. 1359 ' 5.CG.c air-- (e� r Cvrb® � Ch�S.x I n c Env o a IL LL Y tT C U L IV 71 a (R co i1 Cvrb N v~) U .rIT m !!i�'JlC.'.i•sJ%�.3'S.��rtA '�� Y ��i J •r:.�.+ F- o. rl w U W LO rl- �hCVr6(•r'}IJ-�: • Y v Ne a C % SIZ s� Q lj �� Packet Pg. 1360 5.CG.c CONTRACT Y 0 AGREEMENT a. 0 n. r U L O U- O L a Co Iq N M F- H U z O m a W n. 0 z w O F- h N U W F- a a. L0 a> ti N T c�c G V w a Packet Pg. 1361 5.CG.c AGREEMENT CITY OF SAN BERNARDINO � 0 L THIS AGREEMENT is made and concluded this day of ,20_,between the City = of San Bernardino(owner and hereinafter"CITY"),and (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 E 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 a Y PAVEMENT REHABILITATION OF FOUR CITY STREETS v L MOUNTAIN VIEW AVENUE,FROM 461H STREET TO 501H STREET U- PLAN NO. 12795 ( SS 04-150); ° 46TH STREET,FROM MOUNTAIN VIEW AVENUE TO SIERRA WAY 3 PLAN NO. 12821 (SS 12-001); Q 48"'H STREET, FROM ELECTRIC AVENUE TO MOUNTAIN VIEW AVENUE 00 PLAN NO. 12822(SS 12-002); and N BELMONT AVENUE, FROM OLIVE AVENUE TO WALNUT STREET PLAN NO. 12823 (SS 12-012) N 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 o Specifications are hereby especially referred to and by such reference made a part hereof. C6 2. The CONTRACTOR agrees to receive and accept the prices as set forth in the Bid Schedule as full u,,' 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 a obstructions which may arise or be encountered in the prosecution of the work and for all risks of every description o connected with the work; also for all expenses incurred by or in consequence of the suspension or discontinuance of zw work, and for well and faithfully completing the work and the whole thereof, in the manner and according to the o Plans and Special Provisions, and requirements of the Engineer under them. h N 3. The CONTRACTOR herein covenants by and for himself or herself, his or her heirs, executors, N 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 a 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 N 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. s U r Q Packet Pg. 1362 S:CG.c AGREEMENT: PAVEMENT REHABILITATION OF FOUR CITY STREETS: MOUNTAIN VIEW AVENUE,FROM 46TH STREET TO 50TH STREET, PLAN NO. 12795 (SS 04-150)146"' STREET,FROM MOUNTAIN VIEW AVENUE TO SIERRA WAY, PLAN NO. 12821 ( SS 12-001 ); 48TH STREET, FROM 0 ELECTRIC AVENUE TO MOUNTAIN VIEW AVENUE, PLAN NO. 12822 ( SS 12-002 ); and BELMONT o AVENUE,FROM OLIVE AVENUE TO WALNUT STREET,PLAN NO. 12823(SS 12-012) n. 4. CITY hereby promises and agrees with the said CONTRACTOR to employ, and does hereby -2 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. _ d 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 a nothing herein shall be considered as an acceptance of said terms of said bid conflicting herewith. v L IN WITNESS WHEREOF,the parties of these present have hereunto set their hands the year and date first o u. above written. o NARDINO CITY OF SAN BER R CONTRACTOR 3 a Name of Firm: v N M BY: Allen J.Parker,City Manager Cl) City of San Bernardino BY: z O TITLE: ATTEST: a w MAILING ADDRESS: a Georgeann Hanna z City Clerk W O H r. N U PHONE NOJ APPROVED AS TO FORM: Cn ATTEST: Q LO a Gary D. Saenz,City Attorney N r Secretary E NOTE: Secretary of the Owner should attest. If Contractor is a corporation, Secretary should attest. Q Packet Pg. 1363; ---------- 4 AGREEMENT: PAVEMENT REHABILITATION OF FOUR CITY STREETS: MOUNTAIN VIEW AVENUE, FROM 46'STREET TO 50"STREET, PLAN NO. 12795( SS O4-150); 46TH STREET,FROM MOUNTAIN VIEW AVENUE TO SIERRA WAY, PLAN NO. 12821 ( SS 12-001 ); 48TU 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 Rill performance of the covenants herein contained. d+ 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 a nothing herein shall be considered as an acceptance of said terms of said bid conflicting herewith. o r Ca IN WITNESS WHEREOF, the parties of these present have hereunto set their hands the year and date first = above written. - d CONTRACTOR CITY OF SAN BERNARDINO = d E Name of Firm: CL BY: U ° Allen J. Parker, City Manager City of San Bernardino U. BY: 4-o 3 TITLE: ATTEST: a 00 N MAILING ADDRESS: v 0 v N M a.+ Georgeann Hanna E City Clerk d E PHONE NO.:( } APPROVED AS TO FORM: r • _ a ATTEST: Saenz, City Attorney Secretary NOTE: Secretary of the Owner should attest. If Contractor is a corporation,Secretary should attest. 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Z G c J U z t_- �_a k a a z a r' a c� z U Jo ° g c°i o V c pp(yt�� ❑ O '2 Z J U Q C J z U > z Z z U O w d'U1 Z z ++ c 0t 6 N W Q ¢ Z b a O OC C=] Z d w in N U to a c°; m m N m ❑ r W 3 d U W r r w O D r J z LLQQ N > O T 7 j j K O Lu V W C C m 3 a O LL LL 2 Q K W D N ONi J U U U U cn W > V, = a w m U r U -❑ N o U U U U 0 0 0 a ¢ z a C7 o O O ? z U U w z z r a a a s a s Z m U r r r r r r j z U¢ w K >� r a r >r r r p ug o r U K r O oU rn ❑o Sr a fx U Q eNe g K g 9 O L z O U U a W Z D 7 wz Ov IE K w it I m Llj W m w o 1 w (n u) w o z w Z IL m W z z z z z z Z z Z Z O w z U O cZ O a 0 m O O o 0 O U O O O O z O U U U U U U U pz z 1 U 13 tu �Y N N V n Packet Pg. 1372 LL 5CG.i c o o s o a @ a o a o g S go cV Cq �' 6 m tD ♦ V N M T N a m tD ¢ O N m Cl a OJ O J - N W F O CJ O O O S O t7 coo, LL �' ry ' coil o b vi rn m cNV °o 0 ° tD N N d h b R' t0 t0 CI W N b V Z J •O 0 0 p0 0 i tC�y� a�Ii t°ate, `og, g m s! L IL Z N. 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Traffic Control LS 5000- qb"M5 Construct PCC Curb Ramp,including removal of EA 11 �j��, 300 r 16 3' existing,per SPPWC Standard Plan 111-5 s W o_ Construct PCC Cross Gutter with Spandrels, 4. including removal of existing,per City Standard SF 2,237 I 35 71 a J d 1= CD Plan No.201 Construct Portion of PCC Cross Gutter with a. 5. Spandrel,including removal of existing,per City SF 232 Standard Plan No. 201 0 Construct PCC Curb and Gutter,including removal LF 206 �j�J t 3�� U. 6. o of existing,per City Standard Plan No.200,Type B Construct PCC Curb,including removal of existing, 3 'N 7. LF 192 per City Standard Plan No. 200,Type A a Construct PCC Driveway Approach(Portion), v 8. including removal of existing,per City Standard SF 20 3 p Cp , Plan No.203,and as directed by En neer q q g(9. Cold Mill 0.15' AC Pavement SF 58,800 r E 10. Pavement Repair,including removal and SF 3,000 360 U -5-00 replacement of minimum 0.25' Asphalt Concrete ° -°a L Construct Asphalt Concrete Pavement Overlay, 11. 0.15' TN 685 (oq 7a& �5 12.(D) Untreated Base(Patching&Flatwork) TN 20 (p(? ' f oa d o Thermoplastic Traffic Striping,and Raised 13.(S) Pavement Markers,Reflectorized,per Caltrans Std. LS 1 J QQ 1 0 D 0 c o Plans A24C,A24D,A24E&CA MUTCD .2 ca NPDES Requirements,including ECP,per Sectionoo o MOO 14.(S) 6-1.03 of these Special Provisions LS 1 15.(S) Construction Surveying LS 1 q5 Q " '( m Total Bid Schedule No. 1 Bid 'ci i 2 U. c E s c� Q B-2 Packet Pg. 1374 y 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 0 L a Item Description Unit Quantity Unit Price($) Item Total($) o .2 1. Mobilization LS 1 q q 9 (p(0 qy 9 a �O 2. T Control LS 1 a d(7" 500 Construct PCC Curb Ramp,Including Removal of EA b 3. Existin ,per SPPWC Standard Plan No. 111-5 E 4 Construct PCC Curb and Gutter,Including Removal f ' G ,�S > of Existing,per City Standard Plan No.200,T e B LF 277 5� J a Construct Portion of PCC Cross Gutter with 5. Spandrel;including Removal of Existing,per City SF 388 i Standard Plan No. 201 0 Construct PCC Sidewalk,Including Removal of 6' c SF 216 Existing,per City Standard Plan No.202 ( � 0� 7. Cold Mill 0.15' AC Pavement SF 23,502 a rr1� a 8 Pavement Repair,including removal and SF 5,000 0 5() 5(� V co replacement of minimum 0.25'Asphalt Concrete N M Construct Asphalt Concrete Pavement Overlay, TN 270 N 9. 0.15' 10. Untreated Base(Patching&Flatwork) TN 10 (0 0 (p �} M �) U Thermoplastic Traffic Striping,and Raised rr\\ O Pavement Markers,Reflectorized,per Caltrans Std. LS 1 oo 3 0 V — 1 l.(S) � Plans A241),A24E&CA MUTCD ° NPDES Requirements,including ECP,per Section f /� 12.(S) LS 1 1 000 f 1000 — 3 6-1.03 of these Special Provisions ° 13.(S) Construction Surveying LS 1 a 0 Q c a 500 - o Total Bid Schedule No.2 Bid �a $_ U L O U- _ d E V t0 r+ Q B-3 Packet Pg. 1375 5.CG.i PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No, 3 48`h Street, Electric Avenue to Mountain View Avenue (CIP No. SS 12-002) Plans and Special Provisions No. 12822 Item Description Unit Quantity Unit Price ($) Item Total (S) o L I. Mobilization LS 1 6 g q q,, 1,6 S R g q s /S, 2. Traffic Control LS 1 a DOO a 0 O0 l o 3. Construct PCC Curb and Gutter, including Removal S _ ' _ of Existing,per City Standard Plan No.200,Type B LF 24 Construct PCC Curb, including Removal of Existing, 4' LF 56 b ! a a —( � ^' per City Standard Plan No.200,Type A d Construct PCC Cross Gutter with Spandrels, L� E 5. including removal of existing,per City Standard Plan SF 294 U 1 > No.201 2 1/1� � Construct PCC Curb Ramp, including removal of EA 6 !� 30� — V v 6' existing,per SPPWC Standard Plan 111-5 J ` Construct PCC Residential Driveway Approach 0 Q 4- o ��J ~ �' SF 20 (P (Portion)per City Standard Plan No.203 0 8 Construct PCC Sidewalk,including removal of SF 1,224 3 existing,per City Standard Plan No. 202 a Cold Mill Wedge Cut,AC Pavement,0'to 0.15' SF 2,108 , Je— 0 3 v g' Depth,Width per Plan o M 10. Cold Mill AC Pavement,0.15' Depth SF 15,238 , a S qQ e & w Pavement Repair,including removal and 11. SF 383 '- f q replacement of minimum 0.25' Asphalt Concrete Remove Existing Asphalt Concrete Structural 0 12. Section and construct minimum 0.33' Asphalt SF 905 5 y 5 A 5 — m Concrete Pavement 13, Construct Asphalt Concrete Pavement Overlay,0.15' TN 196 3 14. Construct Variable Thickness Asphalt Concrete TN 14 b q — Pavement Overlay,minimum 0.15'thickness 1 _ 15. Adjust Existing Water Valve Cover to Grade EA 1 16.(D) Untreated Base(Patching&Flatwork) TN 10 U0— (000-- Construct Curb Opening Catch Basin per SPPWC 'a 17. EA 1 Standard Plan No. 300-3 d 2)o D 18 Construct Modified Monolithic Catch Basin EA 1 57 Q_ Jam-'0 0 ^ m Connection per SPPWC Standard Plan No. 308-2 Construct Modified PCC Local Depression per 19. SPPWC Standard Plan No. 313-3,Case"C„ EA 1 �'(�- �5- 0 U. 20 Construct Concrete Collar per SPPWC Standard Plan EA 1 �� _ co 0c) = No. 380-4 E 21. Furnish and Install 18"RCP,D-1500 LF 32 3O0 ` q6,00 J 22 Construct Junction Structure,Pipe to Pipe,per EA 1 L�/ODO- l 1 /1()/1 — Q SPPWC Standard Plan No. 331-3 V0V B-4 Packet Pg. 13?6 r 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 0 L a Item Description Unit Quantit � Unit Price($) Item Tota] ($ o Thermoplastic Traffic Striping,and Raised Pavement 23.(S) Markers,Reflectorized,per Caltrans Sid.Plans LS 1b AND,A24E& CA MUTCD NPDES Requirements,including ECP,per Section 6- 24.(S) 1.03 of these Special Provisions LS - _ m 25.(S) Construction Surveying LS 1 i Cj d Q ' 15 D 6 Total Bid Schedule No. 3 Bid a $ 1 (�D3IO ` 0 U- 4- 0 L a co N M_ N C E O L py�p 0 5 0 .I.d 0 LLM r co W T U L M 0 U. i.. 0 1_ V i+ w Q B-3 Packet Pg. 1377 5.CG.i r PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 4 Belmont Avenue, Olive Avenue to Walnut Avenue (CIP No. SS I2-012) Plans and Special Provisions No. 12823 Item Description Unit Quantity Unit Price($) Item Total ($) o a 1 Mobilization LS 1 I A000" U00 - c 0 2. Traffic Control LS 1 560o - S'000 Construct PCC Curb Ramp,including removal of 3 existing,per SPPWC Standard Plan 111-5 EA 6 3�j�b g 00 4. Construct PCC Curb and Gutter,Including Removal LF b Q _ of Existin ,per Ci Standard Plan No. 200,Type B E E Construct Portion PCC Cross Gutter,including > 5 removal of existing,per City Standard Plan No.201 SF 60 Construct PCC Sidewalk, including removal of v 6 SF 717 existing,per City Standard Plan No.202 0 Construct PCC Residential Driveway Approach _ (� — 4- (Portion), g g,p City l a o 7. Portion ,mcludin Removal of Existing,per Ci SF 133 S"I � -o L Standard Plan No.203 3 8 Cold Mill Wedge Cut,AC Pavement,0'to 0.15' SF 13 �/ /1 g tl AO a Depth, 5 Width per Plan ,624 J V V N Cold Mill Wedge Cut,AC Pavement,0' to 0.15' 9. Depth, and 15' Width per Plan SF 1,076 0 . m Pavement Repair,including removal and - E 10. replacement of minimum 0.25' Asphalt Concrete SF 10,010 `' )7577,60 Q o 11. Furnish and Install Pavement Reinforcing Fabric SY 5,761 Construct Asphalt Concrete Pavement Overlay, FN 590 8 L�/` 12. 0.15' (P iJ 3 Adjust Existin Utility Frame and Cover to Grade c 13. J g EA 4 �0 3006 ^' -a c 14. Adjust Existing Water Valve Cover to Grade EA 7 550 ' 3$50 c 0 15.(D) Untreated Base(Patching&Flatwork) TN 30 Thermoplastic Traffic Striping,and Raised 0 Pavement Markers,Reflectorized,per Caltrans Std. ~ 16.(S) Plans A20A,A20B,A24C,A24D,A24E&CA LS 1 0 3b� m MUTCD r U NPDES Requirements,including ECP,per Section LS 1 50 500 ' 17.(S 6-1.03 of these Special Provisions ,0 18.(S) Construction Surveying LS 0 Total Bid Schedule No.4 Bid E v $ X17 Sol a B-6 Packet Pg. 1378 SUMMARY OF BID SCHEDULES PLANS AND SPECIAL PROVISIONS NOS. 12795, 12821, 12822& 12823; w PAVEMENT REHABILITATION OF FOUR CITY STREETS 0 L a MOUNTAIN VIEW AVENUE, FROM 46TH STREET TO 50TH STREET o 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 E BELMONT AVENUE,FROM OLIVE AVENUE TO WALNUT STREET PLAN NO. 12823 ( SS 12-012 ) yy U BIDDER: Ali&A Name U- O TOTAL BID SCHEDULE No. 1: $ ' (FIGURES) 3 f� Q TOTAL BID SCHEDULE No.2: $ ! (FIGURES) v N M i (� N TOTAL BID SCHEDULE No. 3: $ 4 V (`v N � - (FIGURES) E U 1 �17 �ay _ TOTAL BID SCHEDULE No.4: S (FIGURES) � d -c 2i GRAND TOTAL BID* S 5qq 5V V (FIGURES) 0 *Grand Total Bid is equal to the total of Bid Schedule No. 1,plus Bid Schedule No.2,plus Bid Schedule No.3, c .2 plus Bid Schedule No. 4. F- m r_ U L 3 O U- _ d E V tC w Q B-7 Packet Pg. 1379 Y 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- 0 L responsive. a r- 0 CITY reserves the right to award a Contract to the lowest responsible bidder for the GRAND TOTAL v 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. E The bidder shall make every effort to provide a legible and complete Bid Schedule. The bidder shall R verify that its Bid Schedule is free of mathematical errors. If a Bid Schedule is found to contain minor errors or a. 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: 0 Method A. If the sum of the item totals does not equal the total bid, but all item totals correctly o indicate the products of the unit price and quantity, the CITY will consider the corrected sum of the -o item totals to be the Bidder's total bid. 3 a 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 M item total by the item quantity. c The total bid price for the entire Contract work shall include the cost of labor, tools, materials. E ` equipment, parts, implements, incidentals, supplies, and all applicable sales taxes and fees necessary to c complete the Project,as based on the City Engineer's estimate of quantities of work. � 0 g If any person contemplates submission of a bid for the proposed contract and is in doubt as to the true 0 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. -0 of the 5`h working day prior to the day of the proposed bid opening. Any interpretation or correction of the proposed documents shall be made only by addendum duly issued and copy of such addendum will be faxed, 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. m Any situation not specifically provided for will be determined at the discretion of the City of San w Bernardino(CITY),and that discretion will be exercised in the manner deemed by the CITY to best protect the cL public interest in the prompt and economical completion of the work. The decision of the CITY respecting the �0 amount of a Bid,or the existence or treatment of an irregularity in a Bid,shall be final. C m BIDDER declares that this Bid is based upon careful examination of the work site, bid and Contract documents. 0 r a B-8 Packet Pg. 1380 f' 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, U Codes: Units of Measurement: a c (F) Final Pay Quantity EA Each ° (S) Specialty Bid Item LS Lump Sum (D) Deletable Work Item SF Square Foot Z SY Square Yard as .FLT Extra Long Ton LF Linear Feet Th Ton E a (D) Deletable work item; only to be incorporated in the work as provided via written direction from the v Engineer. c U_ (S)Specialty Bid Mean—arc bid items that are considered part of the total base bid but are not considered part of the o Contractor's obligation to perform at least fifty percent(50%)of the work as specified in Section 2-12."Self -a Perfonnance,"of the Standard Specifications. a (F)Final Pay Quantity-are bid items as described in Section 6-1,07 of these Special Provisions. I* N M N C E 7 U y � I L tl¢ d R O a � O .Q m U L O U_ .F+ E U .F+ Q B-9 Packet Pg.1381 BIDDER'S INFORMATION AND SIGNATURE: It is the understanding of the undersigned that the work hereinabove described shall be commenced within Tea 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. 0 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 2 the City of San Bernardino as liquidated damages. 2 Licensed in accordance with an act providing for the registration of Contractor, a! LICENSE EXPIRATION NO.:e76707 3— CLASSIFICATION: C -12 DATE: 3I 1 L E FIRM NAME: 411 )6M Ca lta_.__._�___ a. BUSINESS ADDRESS: '�Rpx o BUSINESS PHONE: 95"1-734-7600 FAX: 95'/-739- 11&,V1 CELL: -a 3 If an individual, so state. If a firm or co-partnership, give the names of all individuals, co-partners a composing the firm. If a corporation, give the names of the president, secretary,treasurer and manager thereof. N M_ Is Bidder currently a certified DBE? Yes ❑ No D N L gal Status of Firm c E NAME(S) ADDRESS(E5j 0 MLLux��ld�� Yota E Str� � �' CA �2>�79 LS' d �ra S'1, ? IA?79 ?E"sAy, �i 0 SIGNATURE OF BID DER: ' � '. "'" Dated: y , 120 1f ca w U L O U. d E V Q C-1 Packet Pg. 1382 r r �., BIDDER'S FIRM .'AME ACKNOWLEDGEMENT OF ADDENDUMS PLANS & SPECIAL PROVISIONS NOS. 12795, 12821, 12822& 12823 a� 0 L Addenda issued during the time of bidding shall become a part of the documents furnished to 0 r all bidders for the preparation of bids, shall be covered in the bids, and shall be made apart of the Contract. Each Bid shall include specific acknowledgement in the space provided of receipt of all Q Addenda issued during the bidding period. Failure to so acknowledge Addenda may result in the Bid being rejected as not responsive. E BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS: U ADDENDUM NO. 1 DATE: ADD 0 U- r~ 0 ADDENDUM NO.2 DATE: Ls 0 ADDENDUM NO.3 DATE: Q co ADDENDUM NO.4 DATE: N M_ N d E 7 V O L 0) 3 0 c 0 c� .a c� F- M oD V L 0 0 U. c d E t v ca r a C-2 Packet Pg. 1383 SPECIAL NOTICE The bidder's attention is directed to the Section entitled, "Required Listing of Proposed o Subcontractors", in Section 2 of these Special Provisions regarding the requirement that proposed a subcontractors be listed in the bidder's Bid Documents. Instead of listing only subcontractors for o signal and lighting work as in the past, all subcontractors are now to be listed in the Designation of 3 Sub-Contractors for items of work or portions thereof to be subcontracted in excess of one-half of B one percent of the total bid or$10,000.00, whichever is greater. d 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 a days after the time of the bid opening and send copies of the notice to the subcontractors involved. U 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 o 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 a the prime Contractor is considered as included in the prime Contractor's 50% requirement. If co material purchased directly by the prime Contractor is to be used by a liste d sub-contractor ontractor in N M -- performing Contract work, the dollar amount of such purchased material should not be included in N 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 o 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 o "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 o deduction shall not exceed fifty percent (50%) of the Contracted amount required to be performed m by the Contractor. The Contractor will not be penalized by the CITY resulting from Contract U L Change Orders that increase subcontract items of work. o U_ 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. r Copies of subcontracts shall be available to the Engineer at the time any litigation against the CITY a concerning the Project is filed. C-3 Packet Pg. 1384 r �, BIDD ER'S FIRM���fAt�9E. 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 and, o 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. O Name&Address Agency&No.of Sub-Contractor's Work to be = Under Which MBE/WBE CERT. Phone#, Sub-Contract Performed M Licensed (If Applicable) License#&Class Amount (Including.Bid Item Nos.): 1. W� �1 C9►�c�P4� l —5 5�(�oS Ai &rumrl E > a U L quq M117 U. o 3 a Iq 3. $ M _ m E 0 v ilk 4 a� 3 _0 5. _ $ o H m 6, w v L 0 U_ w _ d E IF ADDITIONAL SPACE IS REQUIRED,PLEASE DUPLICATE THIS SHEET v DO NOT WRITE ON THE BACK @ r Q C-4 Packet Pg. 1385 BIDDER'S IRM 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, o "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): E 3, $ c� o Item No, o l ° a. Item No. $ c6 0 bd Item No. 1 s $ 9100 — 0 4- Item. No. $ ° L Item No. $ a Item No. $ 0° v N M Item No. $ Item No. $ E V Subtotal: $ M O (3) Net subcontracted amount (Line 1-Line 2): 3 0 c (4) Contract Price (Grand Total from the Schedule of Prices): $ .° 3 (5) Contract Price less Specialty Items toabe performed by subcontractors: (Line 4 Line 2) $ 5 a a Q - m a (6) Percentage to be self-performed([Line 5—Line 3]1ine 5 X 100): (by Prime Contractor) L& % o U_ w If Line 6 is less than 50%, the amount of work to be self-performed by the Prime Contractor is not E in conformance with Subsection 2-3, "SUBCONTRACTS," of the Standard Specifications and these Special Provisions. a C-5 Packet Pg. 1386 ` t i WORKERS' COMPENSATION INSURANCE CERTIFICATION 0 a. I am aware of the provisions of Section 3700 of the Labor Code requiring w 0 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 E comply with such provisions before commencing the performance of the work M a of this Contract. L O LL O 'O Contractor: 3 Ad /{NAME OF FIRM: t eaw a �T co r � M BY: 4 m TITLE: o o DATE: 3 O R _ 0 c� ca m U L 0 U- r _ d E V Rf w a C-6 Packet Pg. 1387 5CG.i (This affidavit shall be executed by all bidders at the time of bid submittal. Failure to execute the affidavit on this page Mill result in rejection of bid.) L NON-COLLUSION AFFIDAVIT r V To the Department of Public Works,City of San Bernardino, State of California: 0 L 0. The undersigned in submitting a bid for performing the following work by Contract, being duly sworn, deposes and o says: a 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 s of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is Q 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 a bidder, or to secure any advantage against the public body awarding the Contract on anyone interested in the proposed Contract; or take any action in restraint of free competitive bidding in connection with such Contract; v that all statements contained in the bid are true; and further, that the bidder has not, directly or indirectly, o submitted his or her bid price or any breakdown thereof, or data relative thereto, or paid, and will not pay, any 4- fee to any corporation, partnership, company association, organization, bid depository, or to any member or .°e agent thereof to effectuate a collusive or sham bid. 3 CO Q Y N Firm N me Signature of Bidder o v d Printed Name and Title OQ 2Z9 0 A� Business Address o A/A0 Place of Residence Subscribed and sworn to(or affirmed)before me this X day of ,20 °T the above proved to me on the basis of satisfactory evid c ,the person who appeared before me. v Signed �i Notary Public in and fo t of as State of California. M w My Commission n 'L Year C-7 Packet Pg. 1388 CALIFORNIA JURAT U 2 State of California 0 a County of Riverside Subscribed and sworn to (or affirmed) before o me on this 1 st day of May. 2014 Date Month = 3 ra By (1) Robert Bradley W Name of Signer Proved to me on the basis of satisfactory evidence ,.., be the person who appeared before me REBECCA ANGELA PARKA > Commission N 2024944 z (and a -r, Notary Public-California I >, Riverside County (2) None M Cornet,Eir Tres May 17.2t';� L Proved to me on the basis of satisfactory evidence L° be the person who appeared before me.) -- Signature i Piece Notary Seal Above Signature&f Notary Pdblic 00 i N 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. v Further Description of Any Attached Document RIGHT I ICI > Title or Type of Document CF SIGWR OF Non Collusion Affidavit Dated: 5/1/2014 Number 1 of 1 Pages Top of thumb here Top of thumb here 3 O C rC C O a+ Signer(s)Other Than Named Above: None ra N m V L 3 0 LL W E r.> Q Packet[ 1389 5.CG.i Bid Bond No. 08597423 FORM OF BID BONll KNOW ALL MEN BY 'THESE PRESFNITS.that we.the undersigned. All American Asphalt as Principal,and Fidelity and Deposit U L Canv 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 o sum often percent 10% of the total amount of the bid ol'tile Principal submitted to the Obligee for the work described M below, for the payment of which sum we hereby jointly and severally bind ourselves. our heirs, executors. administrator. = successors and assigns. 0 s Q 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 E contract in writing,for the Pavement Rehabilitation of Four City Streets-Mountain View Avenue,from 46th Street d to 50th Street Plan No.12745(SS 04-150)-46th Street,from Mountain View Ave to Sierra Way No.12821(SS 12-001)- 18th Street, from d a 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) U (Copy here the exact title descriprlon of work, including location, as it appears on the Bid and Contract ilncunrent) � 0 LL for which bids are to be opened on May 13,2014---- _ o _ _ (Insert date gropening) -a L NOW, T1IFREFORE, 3 Q a. If said Bid shall be rejected,or in the alternate, co b. if said Bid shall be accepted and the Principal shall execute a contract d N 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. y and shall in all other respects perform the agreement created by the acceptance of said Bid, _ m E 3 then this obligation shall be void:otherwise;the same shall remain in force and effect.it being expressly understood and agreed o that the liability of the Surety for any and all claims hereunder shall, in no ev ent.exceed the penal amount of this obligation as -0 L herein stated. m The Surety, for value received,hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Obligee way accept such Bid:,and said Surety does hereby 3 waive notice of any such extension. 0 c Signed, this 29th day of___ April_. 2 0 _ 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. M co t— All American Asphalt (SP.AL) Fidelity and Deposit Comp y of Maryland(SF.AI.) o -Principal --- Surety M Bv: ,lam B Signature Signature 0 0 ' � / LL � J ��ay �l�� ,�'T Rebecca Haas-Bates,Attorney-in-Fact Printed Na nt' and Title Printed Name and Title m E t NOTE:Notarization of Principal and Surety signatures and Power of Attorney of the Surely shall accompany this form. Q C-g Packet Pg. 1390 CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT U State of California c, 0 L County of Riverside °- c 0 On May 1,2014 before me, Rebecca Angela Parra,Notary Public a Dale Here Insert name and This of the Officer —_ personally appeared Robert Bradley Name(s)of Signors) W who proved to me on the basis of satisfactory evidence to be the aEi persons) whose name(s) is/are subscribed to the within instrument R and acknowledged to me that he/64@Ahey executed the same in a hisA;iedth& authorized capacity(ies), and that by hisAie0he* REBECCA ANGELA PA0A signature(s)on the instrument the person(s), or the entity upon behalf U Commission tav 2024944 9 of which the person(G)acted,executed the instrument. L Notary Public-California z 0 Riverside County - I certify under PENALTY OF PERJURY under the laws of the State of u- M Comm.Ex ires Ma 17,2017t California that the forgoing paragraph is true and correct. o L WITNESS my hand d official seal. � Q Signature Place Notary Seel Above Signs or Notary Public d N OPTIONAL Though the information below is not required by law,it may prove valuable to person relying on the document V and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document 0 0 Title or Type of Document Bid Bond -° L Document Date 4/29/2014 Number of Pages: One(1) Signers)Other Than Named Above: Fidelity and Deposit Company of Maryland Capacity(ies)Claimed by Signers) 3 _o Signer's Name: Robert Bradley Signer's Name: ❑ Individual ❑Individual R X Corporate Officer—Title(s): Vice-President o • Partner o ❑ Limited❑General ❑Corporate Officer—Title(s): RIGHTTHUMBPRINT ❑Partner 0 ❑ Limited o General •Attorney in Fact OF SIGNER ❑Trustee Top of thumb here ❑Attorney in Fact Top of thumb here ~ ❑Trustee ❑Other: pp ❑Other: >, w tV Signer is Representing: All American Asphalt Signer is Representing: 0 All American As h It U. w c m E s to r Q Packet Pg.1391 Y V CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT L i; CIVIL CODE§1189 a c 0 w State of California County of Orange co t m On 4/29/2014 before me, R.Paramo,Notary Public Date Here Insert Name and Title of the Officer 4) d E personally appeared Rebecca Haas-Bates aD Name(s)of Signer(s) a a r U L who proved to me on the basis of satisfactory evidence to be the person(,) whose names) is/are uo. subscribed to the within instrument and acknowledged c to me that 4te/she/thee executed the same in Wa/her/#ieW authorized capacity(ieg), and that by 3 R. PARAMO ht's/herA46k signature(s) on the instrument the a Commission#t 2035890 person(s}, or the entity upon behalf of which the co Notary Public-California z person(e)acted, executed the instrument. Orange County I certify' der PENALTY Ithe under the laws M M Comm.E Tres Aug 5.2017 of the nia oing paragraph N is t and correct. at WIT ES%S my hand a E Place Notary Seal A bove Signature. -oa 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. o Description of Attached Document c Title or Type of Document: Bid Bond Document Date: 4/29/2014 c 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: H ❑Corporate Officer—Title(s): ❑Corporate Officer—Title(s): ° O Partner— ❑Limited ❑General ❑Partner— ❑ Limited ❑General m ❑Individual ID Attorney in Fact ❑Individual ❑Attorney in Fact V ❑Trustee ❑Guardian or Conservator ❑Trustee ❑Guardian or Conservator L Other: ❑ Other. ' 0 LL i-� Signer Is Representing: Signer Is Representing: Fidelity and Deposit Company of Maryland _ U iC ®2013 National Notary Association•www.NationalNotary.org• 1-800-US NOTARY(1-800-876-6827) Item#5907 Q Packet Pg. 1392 0 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, 0 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 ti time." _ CERTIFICATE cis 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 M IT foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do farther certify that Article V,Section 8,of a, the By-Laws of the Companies is still in force. c This Power of Attorney and Certificate may he 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. (L RESOLVED: '"That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary Y 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." o UL 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 'a 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. Q w RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature N of any Vice-President, Secretary, or Assistant Secretary of the Company,whether made heretofore or hereafter, wberever 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. E 3 N TESTIMONY Wji REOF.I have he to subscribed my name and affixed the corporate seals of the said Companies, o this Z ay of_ ,20 its L o ti silt 21 UAL -��YO s O - m U O LL Geoffrey Delisio,Vice President c a) E s v ca w Q Packet Pg.1393 6A` ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY U d KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New p York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Maryland,and the FIDELITY p AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by t= 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 ;4 nominate,constitute,and appoint William SYRKIN,Rebecca HAAS-BATES,Sergio D.BECHARA and Richard ADAM all of Irvine, California, EACH its true and lawful agent and Attomey-in-Fact,to make,execute,seal and deliver,for,and on its behalf as surety,and as R 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 C elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills,Maryland.,and the ar regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their y own proper persons. M a 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. U L IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said t_ 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: 3 ZURICH AMERICAN INSURANCE COMPANY Q COLONIAL AMERICAN CASUALTY AND SURETY COMPANY cp FIDELITY AND DEPOSIT COMPANY OF MARYLAND N M a srrq ttwl aII� L .. +.r.�� writ o -a s O: '�` 7llpti AM U ww�"~ 0 L d go BY O Assistant Secretary Vice President Eric D.Barnes Thomas O.McClellan R C O 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 t' 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 m 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. V L IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. O U_ Constance A.Dunn,Notary Public Q My Commission Expires:July 14,2015 POA-F 012-0033D Packet Pg. 1394 BIDDER'S Fl NAME MBE/WBE INFORMATION -GOOD FAITH EFFORTS PLANS & SPECIAL PROVISIONS NOS. 12795, 12821,12822 & 12823 as The City of San Bernardino has established a Minority Business Enterprise (MBE) Goal of 15% and a Women Business ri Enterprise (WBE) Goal of 5% for this Project. The information provided herein shows that adequate good faith efforts were e 0 made. A. The names and dates of each publication in which a request for MBE/WBE participation for this Project was s placed by the bidder(please attach copies of advertisements or proofs of publication): Publications Dates ofAdvertisement E con-$- 3 �!'f s�tY f i y CL U 0 LL w-. O B. The names and dates of written notices sent to certified MBEs/WBEs soliciting bids for this Project and the -a dates and methods used for following up initial solicitations to determine with certainty whether the 3 MBEs/WBEs were interested (please attach copies of solicitations, telephone records, fax confirmations, Q etc.): v N Alames ofMBEI BE Initial Solicitation Follow LTp Methods Solicited Dates and Dates 0 3 _o c 0 R C. The items of work which the bidder made available to MBE/WBE firms; including, where appropriate, any m breaking down of the Contract work items (including those items normally performed by the bidder with its �- own forces) into economically feasible units to facilitate MBE/WBE participation. It is the bidder's m responsibility to demonstrate that sufficient work to facilitate MBE/WBE participation was made available to y, MBE/WBE firms. cU Items of Work Breakdown of Items o LL r 3 f1fa�,C ��Ct� ®ibIS) ,2l C-9 Packet Pg.1395 5.CG.i D. The names addresses and P hone numbers of rejected MBE-AVBE firms,the reasons for the bidder's rejection of the MBE/WBE, and the firms selected for that work (please attach copies of quotes from the firms involved): 0 L CL Firms Rejected o c� d a� E a v L Firms Selected ° U- 4- �a 3 CO v N M N _ O E 7 V O L E. Efforts made to assist interested MBE/WBEs in obtaining bonding, lines of credit or insurance, and any technical assistance or information related to the Plans, Special Provisions and requirements for the work which was provided to MBE/WBEs: o / /f — Ala �r-CAt�tf-x-cl/ R s R N CO w o I LL LL c m E ca w Q C-10 Packet Pg. 1396 5.CG.i E. Efforts made to assist interested MBEIWBEs in obtaining necessary equipment, supplies, materials or related assistance or services, excluding supplies and equipment the MBE/WBE subcontractor purchases or leases from the prime contractor or its affiliate: w 0- All 4 a c O :r la d C d E d lG G. The names of agencies, organizations or groups contacted to provide assistance in contacting, recruiting and using certified MBEs/WBE fines (please attach copies of requests to agencies or v organizations, and any responses received,i.e., lists,Internet page download,etc.): o LL Name of Method/Date Results o AgencylOrganisation of Contact of Contact -a L 3 a 00 Iq 14 kailL N N . WAAA t7il C 0 E 0 L .Q H. Any additional data to support a demonstration of good faith efforts ( use additional sheets if o necessary }: c �a c 0 CU ca h m L 0 V. C 0 E -C V a C-1 1 Packet Pg. 1397 5.CG.i Kim Bird From: ClassifiedAds.com <noreply @classifiedads.com> Sent: Wednesday, April 30, 2014 3:01 PM To: Public Works Subject: Your ad has been posted: MBE/WBE Subcontractor Requests(San Bernardino) aci a L a c Dear Alyssa Sold, Cu YOUR AD HAS BEEN POSTED. Please keep this email.You will need it to manage your ad. EDIT your ad by clicking this link: http://www.classifiedads.com/2100139vlO8332924v9b237288_edit E a� DELETE your ad by clicking this link: °>, http://www.classifiedads.com/2100139vl 08332924v9b237288_delete i3 L VIEW&SHARE your ad by clicking this link: u°. http://www.classifiedads.com/announce-tnents-adIO8332924.httn L QUESTIONS?See our help page and contact us by clicking this link: Q http://www.classifiedads.com/info.php?help TAKE OUR SURVEY. Give us your feedback and help make our website better. Less than 60 seconds! `http://www.classifiedads.com/info.php?survey/s_confirmation ' C Q If your email program does not recognize the links above, simply copy and paste the link into your web browser u address bar. -a L Q Thank you for posting on ClassifiedAds.com! 3 2 SCAM WARNING: c Only deal with people in your area. c Don't wire funds (Western Union,Money Gram, etc.). o Beware of fake cashier's checks and money orders. 3 Beware of identity theft. Don't share your private info. Use caution when accepting relay calls from the bearing and speech impared. ~ Avoid shipping and escrow. m Avoid deals that are too good to be true. Learn more about how to avoid scams by clicking this link: v L http://www.classifiedads.cona/info.php?fraud o UL r Please do not reply to this automated message. It was sent from an unmonitored email address. E v Q 1 Packet Pg. 1398 5.CG.i Sub Bids Requested From Certified MBE/WBE Subcontractors and 0 L a. Suppliers for the Following Project o CITY OF SAN BERNARDINO = PAVEMENT REHABILITATION OF FOUR CITY STREETS d Bid Date: May 13, 2014 @ 2:00 PM CL Quotes are requested (but not limited to) the following services U L and Suppliers: 0 U. 4- 0 Electrical L a Striping 00 �r N Storm Drain M N a = ALL AMERICAN ASPHALT E r o (Equal Opportunity Employer) P.O. Box 2229 3 0 Corona, CA 92878-2229 m _ (951) 736-7600 Fax; (951) 736-7646 �a .n Information and/or assistance regarding or obtaining plans and .o ' m Specifications are available upon request. r U L 0 U- _ E U f0 r-+ Q Packet Pg. 1399 S.CG.i Contractor Name: All American Asphalt Bid Date: 5-13-14 (cD_ 2:00 PM r Job Name: Pavement Rehabilitation of Four Roads a � Section 3 Business Contact Log PART I for Documenting Contact with: Section 3 & Local Businesses o L a c 0 Date Time Mode of Phone Results of 3 Company Contact Person Contract or Fax (if fa) B Was sent) Conversation Example: Example: Example: Example: Example: Example: c 1/12/2006 2:00 PM Sent Fax ABC Contracting Fax: (562) 12 John Doe,Owner Fax was sent to Contractor asking for m Co. 4567 their participation. John Doe called us m and we inquired about their project exp- a erience. John Doe sent me a listing of r their completed projects. This contractr U thinks they may qualify as a Section 3 ousiness. O U_ We will include them as part of our - proposed team. p L 5/9/2014 10:34 AM Faxed Subcontracting&Vendor Request Misc See Attached Q w 5/9/2014 2:14 PM Fax E-Mail Super Seal&Stripe See Attached Branda See Attached N 5/9/2014 2:19 PM Fax E-Mail Pa co Specialties See Attached Rebecca See Attached U' c m E U O L W 3 _o c c 0 c� F_ m r U L 0 U. r c m E t v r Q L Attachment I Packet Pg. 1400 S.CG.i All American Asphalt Sub-contracting & Vendor Opportunities 0 Phone(951)736-7600 Public Works Fax(951)736-7646 s- 0. Project- PAVEMENT REHABILITATION OF FOUR CITY STREETS c O Owner: CITY OF SAN BERNARDINO td Bid Date&Time: 5113/14 @ 2 pm (Bid should be fax'd to the above number t hr prior to Bid Time) tts d Subcontracting Opportunities in the following areas; C Underground Miscellaneous O E Water Improvements Landscaping&Irrigation-Street Trees ca Sewer Improvements Fencing and/or Railing d Storm Cyan Improvers: is XXXX Mass Grading/Earthwork +�'+ Undergrcund t ininas ar Vor Coatings Pulverizing and/or Cement Treat,Lime Treat U 7 Adjust Utilities to Grade/install Monuments Crack Filling/Joint Sealing i0 Cast-In-Place Structures&V-Ditches Heater Re-Mix and/or Cold Recycling O E7ectrica! Tree Removals and/or Root Pruning O Traffic Detector Loops Base Material s Traffic Signal Improvements Q 00 Street and/or Parking Lot Lighting Engineering/Testing N C� Dry UN'I r.> Testing and/or Inspection Misc.Electrical/Video Detection Survey XXXX r C Concrete Traffic Control Devices and/or Plans O Masonry Wall(Grouted River Rock) t) Specialty Wall Finishes L Stamped Concrete Striping&Markings&Removals XXXX d Specialty Concrete/Monument Walt Monument Signs Steel Placement Slurry Seal ?� Gnnding;Grooving Painting and/or Finishes O Into!loc.,n3 Pavers Chip Seal � O C O M All American Asphalt is an Equal Opportunity Employer and encourages the participation of Certified DBEIMBENVBE/DVBE Subcontractors � and/or Vendors. to H Subcontractors may oe required to submit Payment&Performance Bond equal to 100%of their bid at a maximum additional cost of 1 1/2%of total bid amount Suh,conlreaclor will rr required to fully execute All American Asphalt standard subcontract, m A U !_ANS & SPECS ARE AVAILABLE FOR REVIEW AT o HF-7 OFFICE OF ALL AMERICAN ASPHALT AT U_- Z,00 E. SIXTH ST., CORONA, CA. 92879 E U TELE: 951-736-7600 r a Packet Pg. 1401 Kim Bird From: Kim Bird Sent: Friday, May 09, 2014 10:34 AM To: 'Bali Construction (Business Fax)'; C.P. Construction (Business Fax); CS Legacy(Business } Fax); Dugan Construction (Business Fax); Ferriera Construction Company(Business Fax); Irvine Pipeline Co., Inc. (Business Fax); J.A. Salazar Construction &Supply(Business Fax); o Mike Bubalo Construction Co., Inc. (Business Fax); MNR Construction, Inc. (Business Fax); IL O'Duffy Construction (Business Fax); Robert B. Longway(Business Fax); SND Construction o (Business Fax); 'SRD Engineering, Inc. (Business Fax)'; Steve Bubalo Construction Co., Inc. (Business Fax); 'Valverde Construction Inc. (Business Fax)'; Vasilj, Inc. dba Ivanko(Business Fax); Westvalley Construction (Business Fax); ABC Resources, Inc. (Business Fax); Cal Stripe Inc. (Business Fax); Chrisp Company(Business Fax); J &S Striping (Business Fax); Orange County Striping Service, Inc. (Business Fax); PCI Pavement Markings(Business Fax); Sterndahl Enterprises (Business Fax); Super Seal & Stripe (Business Fax); Superior Pavement Markings (Business Fax); 'Case Land Surveying Inc. (Business Fax)'; CL Surveying and mapping (Business Fax); David Evans &Associates(Business Fax); HMK Engineering d (Business Fax); Stantec Consulting Fax (Business Fax) Attachments: I:EW.SUBREQ - sb.xls a. 7, r_ U O Thanks, LL 4- O Kimberly Bird W All American Asph-ilt 3 951-736-7600 x 2N J Q KBirdCcD-allamericanP:sohalt.c 1 00 _ It N M N r _ d E 7 U O O 3 _O c O R 7 O H m r U L O U_ r _ E U f0 w a Packet Pg. 1402 i - ALL AMERICAN ASPHALT ALL AMERICAN AGGREGATES P.O. BOX 2229, CORONA, CA 92878-2229 STATE CONTRACTORS LICENSE 267073-A w .0 L a 0 May 8, 2014 = m _ Super Seal & Stripe, Inc. 310 A Street Fillmore, CA 93015 a. brenda@supersealandstripe.com r U L 3 0 U- 4- 0 ATTN: Brenda 3 We will be bidding Pavement Rehabilitation of Four Streets—City of San Bernardino. Bid Date 5- Q 13-14 @ 2:00 PM. v N M We are requesting bids from MBE I WBE Businesses for the following items of work: Y _ a) E 0 L Striping& Markings &Removals Storm Drain Improvements Survey o _ O We have plans and specifications for review in our office. If you have any questions please call me @ 951-736-7600 Ext. 213 or email Kim Bird at kbird @allamericanasphalt.com. F- v in Thank You, r U L Cody Gawryluk o Project Manager w _ a� E U lC w w Q TELEPHONE: 951-736-7600 FAX: 951-736-7646 Packet Pg. 1403 ALL AMERICAN ASPHALT ALL AMERICAN AGGREGATES P.O. BOX 2229, CORONA, CA 92878-2229 STATE CONTRACTORS LICENSE 267073-A w U d O L a _ O May 8, 2014 s as Payco Specialties, Inc. E 120 North Second Ave. Chula Vista, CA 91910 a rebecca@payco.biz U L 3 O U- 4- 0 ATTN: Rebecca - L �Q 3 We will be bidding Pavement Rehabilitation of Four City Streets-City of San Bernardino Bid Dal ¢ 5-13-14 @ 2:00 PM co N M We are requesting bids from MBE/ WBE Businesses for the following items of work: _ a� E U O L Striping& Markings & Removals Storm Drain Improvements Survey o O c� We have plans and specifications for review in our office. If you have any questions please call E- me @ 951-736-7600 Ext. 213 or email Kim Bird at kbird @allamericanasphalt.com. m a L Thank You, o LL w Cody Gawryluk Project Manager E w TELEPHONE: 951-736-7600 * FAX: 951-736-7646 Packet Pg. 1404 5.CG.i Contractor Name: All American Asphalt Bid Date: 5-13-2014 (a) 2:00 PA Job Name: Pavement Rehabilitation of Four Streets z Section 3 Business Contact Log PART II for Documenting Contact with: Section 3 & Local Businesses o L a r- .2 Date Time Mode of Phone Results of :° Company Contact Person Contract ar Fax(if fa was sent) Conversation Example: Example: Example: Example: Example: Example: c 1/12/2006 2:00 PM Sent Fax ABC Contracting Fax: (562) 12 John Doe, Owner Fax was sent to Contractor asking for E Co. 4567 their participation. John Doe called us and we inquired about their project exp- d erience. John Doe sent me a listing of Y their completed projects. This contractr U thinks they may qualify as a Section 3 ousiness. 0 U. 0 We will include them as part of our o proposed team. -0 L 5/13/2014 9:00 AM Email Super Seal&Stripe Brenda Sent email requesting quote. Q w 5/13/2014 9:00 AM Email Pa co Specialties Rebecca Sent email requesting quote. N N C U E U O L 3 _o v c M r- .2 ca H v m a r U L O O U. r C O E .0 U fC w Q Attachment I Packet Pg.,4405 5.CG.i i Contractor Name: ALL AMERICAN ASPHALT Bid Date: 5-13-2014 @ 2:00 PM Job Name: Pavement Rehabilitation of Four Streets Section 3 Business Contact Log U for Documenting Contact with: Outreach Agencies o a 0 Date/ Mode of Phone Results of Company Contact Person Time Contact or Fax(if fax was sent) Conversation Example: Example: Example. Example: Example: Example. c m 1112/06/ Sent Fax ABC Contracting Fax: (562) 123 John Doe, Owner Fax was sent to Contractor asking for their E 2:00 PM Co. 4567 participation. John Doe called us and we inquired about their project experience. John Doe a sent me a listing of their completed projects. This r contractor thinks they may qualify as a Section 3 U L business. 3 0 LL We will include them as part of our proposed 0 team. R 3 5/9!2014 Standard Southern California 714-554-0730 See Attached `t 00 Letter Cement Masons M N _ d E 5/9/2014 Standard International Union 626-792-8900 See Attached 0 0 Letter of Operating En g. 3 5/912014 Standard Laborers' Internat. 626-350-6900 See Attached 0 c ca Letter Union of N.America = 0 3 IC H m U L 0 U- i+ _ E V F+ ,N Q Packet Pg, 1406 ALL AMERICAN ASPHALT ALL AMERICAN AGGREGATES P.O. BOX 2229, CORONA, CA 92878-2229 STATE CONTRACTORS LICENSE 267073-A Y U O L May 9,2014 0 aD Laborers' International Union of North America 4399 Santa Anita Avenue, Suite 204 0 El Monte, CA 91731 U L SUBJECT: Pavement Rehabilitation of Four City Streets o UL 0 L Dear Sir/Madam: 3 Q All American Asphalt is a subcontractor on the above noted project. The owner has initiated a co Workforce Outreach Coordination Program(WOCP) including participation by MBE/WBE M firms. w c m The WOCP requires that contractors to the greatest extent feasible hire minority/local residents E of San Bernardino for the project. We are asking for your cooperation in using your best efforts o to dispatch workers from your union that reside in the City of San Bernardino. 2 Please keep this letter on file. When we request that workers are dispatched to a job, we would appreciate your assistance in helping our company and the City of San Bemardinoto meet the o Minority/Local hiring requirements. c 0 Sincerely, a .0 �a 'm Kimberly Bird Contracts Administrator v L 0 U- r cd G U TELEPHONE: 951-736-7600 * FAX: 951-736-7646 r a Packet Pg. 1407 ALL AMERICANASPHALT 5.CG.i S ALL AMERICAN AGGREGATES P.O. BOX 2229, CORONA, CA 92878-2229 STATE CONTRACTORS LICENSE 267073-A u 0 L May 9, 2014 0 r 2 CU s m Southern California Cement Masons Negotiation Committee 1605 North Susan Street Santa Ana, CA 92706-6497 a a i� SUBJECT: Pavement Rehabilitation of Four City Streets 0 4- 0 Dear Sir/Madam: 3 co Q All American Asphalt is a subcontractor on the above noted project. The owner has initiated a Workforce Outreach Coordination Program(WOCP) including participation by MBE/WBE M firms. N a� The WOCP requires that contractors to the greatest extent feasible hire minority/local residents of San Bernardino for the project. We are asking for your cooperation in using your best efforts o to dispatch workers from your union that reside in the City of San Bernardino. 2 Please keep this letter on file. When we request that workers are dispatched to a job, we would appreciate your assistance in helping our company and the City of San Bernardinoto meet the o Minority/Local hiring requirements. �a 0 Sincerely, �o 'm Kimberly Bird Contracts Administrator 0 U- r c m E 0 TELEPHONE: 951-736-7600 * FAX: 951-736-7646 a Packet Pg. 1408 ALL AMERICAN ASPHALT ALL AMERICAN AGGREGATES P.O. BOX 2229, CORONA, CA 92878-2229 STATE CONTRACTORS LICENSE 267073-A 0 L May 9, 2014 c 0 c� :Q m International Union of Operating Engineers Local 12 100 East Corson Street ; Pasadena, CA 91103 0 U L 0 SUBJECT: Pavement Rehabilitation of four City Streets o v L 3 Dear Sir/Madam: 00 v All American Asphalt is a subcontractor on the above noted project. The owner has initiated a M Workforce Outreach Coordination Program (WOCP) including participation by MBE/WBE firms. E The WOCP requires that contractors to the greatest extent feasible hire minority/local residents o of San Bernardino for the project. We are asking for your cooperation in using your best efforts 2 to dispatch workers from your union that reside in the City of San Bernardino. Please keep this letter on file. When we request that workers are dispatched to a job, we would o appreciate your assistance in helping our company and the City of San Bernardinoto meet the = Minority/Local hiring requirements. 0 Sincerely, m a w Kimberly Bird U L Contracts Administrator 0 0 UL m E �a a TELEPHONE: 951-736-7600 *FAX: 951-736-7646 Packet Pg. 1409 BIDDER'S 1:11.Mh��E REFERENCES FOR WORK PER BID SCHEDULES NOS. 1, 2,3 &4 PLANS & SPECIAL PROVISIONS NOS. 12795, 12821, 12822 &12823 0 L a Date: o The following are the names,addresses,and phone numbers for three public agencies for which BIDDER has performed similar work within the past two years: d r Public Agency's Contract Name,Title a0i Name&Address Type of Project Contract Amount Date Completed &Phone Number m SaA. PQ S IL t. L) — — U L O LL y.. O L �yyQ 7 a 00 N P M N w 2 $ 4) E U O L d .a 3 O a c ca c 0 3. $ a 5 R F- m U L O LL E s C-I2 w a Lpacket Pg. 1410 S.CG,i "2013" PAST WORK REFERENCES 0 0 0 Department of Transportation Route 74,Contract No. 12-OL6404 3521 '/4 University I7r Contract Amount: $1,134,057 Irvine CA 92612 Start: 7/2012 Contract: Dat Pham, (949)279-8586 Completed: 5/2013 as E aD City of Santa Clarita 2011/12 Overlay& Slurry Seal Program nom. 23920 Valencia Blvd Contract Amount: $5,995,000 r Santa Clarita CA 91355 Start: 8/2012 v Contact: Bill Whitlatch, (661)259-2489 Completed: 5/2013 0 U- 0 LACDPW Seventh Avenue o 900 S Fremont Ave Contract Amount: $2,077,000 Q Alhambra, CA 91803 Start: 9/2012 00 Contact: Hector Hernandez, (626)458-2191 Completed: 12/2013 c`ti 0 r c Department of Transportation Route 74, Contract No, 08-OP9504 E 2023 Chicago Ave_ B-6 Contract Amount: $3,450,622 � Riverside, CA 92507 Start: 6/2012 0 Contact: Michael Chen, (951)830-6017 Completed: 9/2013 v City of Laguna Hills Citywide Pavement Rehabilitation o 24035 El 'Toro Rd Contract Amount: $1,778,169 _ Laguna Hills, CA 92653 Start: 8/2012 Contact: Kenneth Rosenfield,(949)707-2650 Completed: 9/2013 0 County of Riverside Transportation Gilman Springs Road 3525 14`h St Contract Amount: 51,695,108 m Riverside, CA 92501 Start: 7/2013 Contact: Trai Nguyen, (95 t) 961-5363 Completed: 972013 U 0 LL City of Azusa Pavement Management Improvements c 213 E Foothill Blvd Contract Amount: $980,000 E E Azusa, CA 91702 Start: 5/17/12 Christina Curiel, (626) 812-5254 Completed: I/18113 a Packet Pg. 1411 i a 0 l • 9 i `•2012" PAST WORK REFERENCES a 0 �a ca City of Beverly Hills 2010-2011 Street Resurfacing Project s 345 Foothill Road Contract Amount: $2,800,000,00 Beverly Hills, CA 90210 Start: 611/2011 Contact: Juan Martinez, (310) 285-2521 Completed: 4/30/2012 0 City of Costa Mesa °- 2010-2011 Citywide Street Rehabilitation 77 Fair Drive Contract Amount: $2,778,000,00 v Costa Mesa, CA 92628 Start: 7/1/2011 Contact: Thomas Banks, (714)754-5222 Completed: 2/29/2012 - u_ 4- 0 City of Perris Foss Field Parking Expansion o 170 Wilkerson Avenue, Ste. D Contract Amount: $190,000,00 a Perris, CA 92570 Stan: 1/1/2012 Contact: Chris Sunde, 951 943-5604 00 ( ) Completed: 2/29/2012 'a' N M City of Dana Point Pacific Coast Highway &Niguel Shores 33282 Golden Lantern Contract Amount: $676,676.00 m Dana Point, CA 92624 Start; 12/1/2011 E Contact: Matt Sinacori, (949) 248-3574 Completed: 5/30/2012 0 City of Long Beach Willow Street Improvements � 333 W. Ocean Blvd., 10`h Floor Contract Amount: 5661,661.00 � Long Beach, CA 90802 Start: 12/11/2011 3 Contact: Chuck Ramey, 562 570-6634 —° ( ) Completed: 6/30/2012 -a c cc City of Santa Ana Bristol Street Widening o 20 Civic Center Plaza Contract Amount: $8,315,754.00 ca Santa Ana,CA 92701 Start: 5/1/2009 3 Contact: Edward Torres, 714 ( ) 647-5018 Completed: 3/16/2012 � City of Fountain Valley Edinger Avenue Improvements m 10200 SIater Avenue Contract Amount: 5422,422.00 Fountain Valley, CA 92708 v Start: Si 1,-2012 3 Contact: Alex Salazar, (714) 593-4516 Completed: 3/1/2012 0 U. c 0 E �a w a Packet Pg. 1412 t ZO11 " PAST WORK REFERENCES a� 0 L- 0- c 0 City of Compton Northwood Avenue Reconstruction 205 South Willowbrook Avenue Contract Amount: $1,180,000.00 s Compton,CA 90220 Start: 10/18/2010 Contact: Loujuana Mitchell, (310) 761-1 437 Completed: 5/4/2011 E County of San Bernardino Cajon Blvd, 825 E.Third Street Contract Amount: $565,000.00 n. San Bernardino, CA 92415 Start: 3/11/2011 r U Contact: Franklin Luna,(909) 387-7920 Completed: 4/8/2011 0 County of Riverside De Luz Road Rehabilitation - 2950 Washington Street Contract Amount: $740,000.00 Riverside, CA 92504 Start: 4/25/2011 3 Contact: David Hylkema, (951) 850-6075 Completed: 5/23/2011 Q 00 City of Stanton 2010/2011 Citywide Reconstruction M 7800 Katella Avenue Contract Amount: $322,322.00 Stanton,CA 90680-3162 Start: 3/1/2011 Contact: Quang Le,(714) 890-4234 Completed: 4/30/2011 E 0 City of Long Beach Annual Contract Street Reconstruction -°a 333 West Ocean Blvd., I Oh Floor Contract Amount: $3,433,415.00 Long Beach,CA 90802 Start: 5/1/2010 0 Contact: Chuck Ramey, (562) 570-6634 Completed: Still On-Going 3 0 City of Paramount Neighborhood Street Resurfacing = 16400 Colorado Boulevard Contract Amount: $899,909.00 = Paramount,CA 90723-5012 Start: 11/1/2010 Contact: Len Gorecki,(562) 220-2111 Completed: 3/30/2011 0 City of Huntington Beach Slater Avenue Improvements F- 2000 Main street Contract Amount: $1,926,341.00 m Huntington Beach, CA 92648 Start: 812/2010 Contact: Dave Verone, (714) 375-847I Completed: 2/30/2011 U L 3 0 Department of Transportation Route 91 Project U- 464 W. Fourth Street Contract Amount: $5,732,812.00 San Bernardino, CA 92410-1400 Start: 3/1/2010 E Contact: [mad Abugharbieh,(951) 277-8579 Completed: 3/30/2011 Q Packet Pg. 1413