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2018-01-17 - Agenda Packet
AGENDAS FIRE PROTECTION DISTRICT BOARD — HOUSING SUCCESSOR AGENCY — SUCCESSOR AGENCY — PUBLIC FINANCING AUTHORITY - CITY COUNCIL WEDNESDAY, JANUARY 17, 2018 REGULAR MEETINGS: 1St d 3rd Wednesdays - 7:00 P.M. ORDER OF BUSINESS: CLOSED SESSION Tapia Conference Room REGULAR MEETINGS Council Chambers MEMBERS: MAYOR MAYOR PRO TEM COUNCIL MEMBERS L. Dennis Michael Lynne B. Kennedy William Alexander Sam Spagnolo Diane Williams 641I1l "T 7:00 P.M. CITY MANAGER CITY ATTORNEY CITY CLERK CITY TREASURER John R. Gillison James L. Markman Janice C. Reynolds James C. Frost Rancho Cucamonga City Council Mission Statement Make decisions, and be perceived as making decisions, for the general welfare of the community. Always work to improve existing services and develop policies to meet the expected as well as anticipated needs of the community. Work together cooperatively to respect all persons and their ideas in order to develop and maintain the trust of the community. Reflect the community's desires and priorities by assuring that decisions accurately reflect the community's interests by fairly translating public feedback into public policy. Enhance the quality of life of all Rancho Cucamonga residents through the continued pursuit of excellence and commitment to the City's core values and goals. Set the vision for the community for the future. Have a professional, objective, and respectful relationship with each other in order to more effectively address the challenges of the future. IC/A INFORMATION FOR THE PUBLIC �O OCAMONGA TO ADDRESS THE FIRE BOARD, HOUSING SUCCESSOR AGENCY, SUCCESSOR AGENCY, PUBLIC FINANCING AUTHORITY AND CITY COUNCIL The Fire Board, Housing Successor Agency, Successor Agency, Public Financing Authority and City Council encourage free expression of all points of view. To allow all persons to speak, given the length of the Agenda, please keep your remarks brief. If others have already expressed your position, you may simply indicate that you agree with a previous speaker. If appropriate, a spokesperson may present the views of your entire group. To encourage all views and promote courtesy to others, the audience should refrain from clapping, booing or shouts of approval or disagreement from the audience. The public may address the Fire Board, Housing Successor Agency, Successor Agency, Public Financing Authority and City Council by filling out a speaker card and submitting it to the City Clerk. The speaker cards are located on the wall at the back of the Chambers, at the front desk behind the staff table and at the City Clerk's desk. Any handouts for the Fire Board, Successor Agency, Public Financing Authority or City Council should be given to the City Clerk for distribution. During "Public Communications," your name will be called to speak on any item listed or not listed on the agenda in the order in which it was received. The "Public Communications" period will not exceed one hour prior to the commencement of the business portion of the agenda. During this one hour period, all those who wish to speak on a topic contained in the business portion of the agenda will be given priority, and no further speaker cards for these business items (with the exception of public hearing items) will be accepted once the business portion of the agenda commences. Any other "Public Communications" which have not concluded during this one-hour period may resume after the regular business portion of the agenda has been completed. Comments are to be limited to five minutes per individual or less, as deemed necessary by the Chair, depending upon the number of individuals desiring to speak. If you are present to speak on an "Advertised Public Hearing" or on an "Administrative Hearing" Item(s), your name will be called when that item is being discussed, in the order in which it was received. Comments are to be limited to five minutes per individual or less, as deemed necessary by the Chair, depending upon the number of individuals desiring to speak. AGENDA BACK-UP MATERIALS Staff reports and back-up materials for agenda items are available for review at the City Clerk's counter, the City's Public Libraries and on the City's website. A complete copy of the agenda is also available at the desk located behind the staff table during the Council meeting. LIVE BROADCAST Fire Board, Housing Successor Agency, Successor Agency, Public Financing Authority and City Council meetings are broadcast live on Channel 3 for those with cable television access. Meetings are rebroadcast on the second and fourth Wednesdays of each month at 11:00 a.m. and 7:00 p.m. Streaming Video on Demand is available on the City's website at www.cityofrc.us/cityhall/council/videos.asp. The Fire Board, Successor Agency, Public Financing Authority and City Council meet regularly on the first and third Wednesday of the month at 7:00 p.m. in the Council Chambers located at 10500 Civic Center Drive. Members of the City Council also sit as the Fire Board, Housing Successor Agency, Successor Agency, and Public Financing Authority. Copies of the agendas and minutes can be found @ www.cityofrc.us If you need special assistance or accommodations to participate in this meeting, please contact the City Clerk's office at (909) 477-2700. Notification of 48 hours prior to the meeting will enable the City to make reasonable arrangements to ensure accessibility. Listening devices are available for the hearing impaired. Please silence all cell phones and devices while the meeting is in session. JANUARY 17, 2018 FIRE PROTECTION DISTRICT, HOUSING SUCCESSOR AGENCY, SUCCESSOR AGENCY, PUBLIC FINANCING AUTHORITY AND CITY COUNCIL AGENDA Roll Call: Mayor Michael Mayor Pro Tem Kennedy Council Members Alexander, Spagnolo and Williams CLOSED SESSION CALLED TO ORDER AS THE CITY COUNCIL. D1. CONFERENCE WITH REAL PROPERTY NEGOTIATORS PER GOVERNMENT CODE SECTION 54956.8 FOR PROPERTY GENERALLY LOCATED AT EMPIRE LAKES SPECIFIC PLAN AREA PA1; NEGOTIATING PARTIES JOHN GILLISON, CITY MANAGER, REPRESENTING THE CITY OF RANCHO CUCAMONGA, AND BRYAN GOODMAN, VICE PRESIDENT, LEWIS MANAGEMENT CORP.; REGARDING PRICE AND TERMS. — CITY D2. CONFERENCE WITH LEGAL COUNSEL — ANTICIPATED LITIGATION INITIATION OF LITIGATION PURSUANT TO PARAGRAPH (4) OF SUBDIVISION (D) OF SECTION 54956.9: (ONE CASE) D3. CONFERENCE WITH LABOR NEGOTIATOR ROBERT NEIUBER, HUMAN RESOURCES DIRECTOR PER GOVERNMENT CODE SECTION 54954.2 REGARDING LABOR NEGOTIATIONS WITH THE RANCHO CUCAMONGA CITY EMPLOYEES ASSOCIATION AND TEAMSTERS LOCAL 1932. — CITY CLOSED SESSION TO RECESS TO THE REGULAR FIRE PROTECTION DISTRICT, HOUSING SUCCESSOR AGENCY, SUCCESSOR AGENCY, PUBLIC FINANCING AUTHORITY, AND CITY COUNCIL MEETINGS AT 7:00 P.M. IN THE COUNCIL CHAMBERS AT CITY HALL, LOCATED AT 10500 CIVIC CENTER DRIVE, RANCHO CUCAMONGA, CALIFORNIA. Page 1 of 6 JANUARY 17, 2018 FIRE PROTECTION DISTRICT, HOUSING SUCCESSOR AGENCY, SUCCESSOR AGENCY, PUBLIC FINANCING AUTHORITY AND CITY COUNCIL AGENDA THE REGULAR MEETINGS OF THE FIRE PROTECTION DISTRICT, HOUSING SUCCESSOR AGENCY, SUCCESSOR AGENCY, PUBLIC FINANCING AUTHORITY, AND CITY COUNCIL WILL BE CALLED TO ORDER. IT IS THE INTENT TO CONCLUDE THE MEETINGS BY 10:00 P.M., UNLESS EXTENDED BY CONCURRENCE OF THE FIRE BOARD, AGENCIES, AUTHORITY BOARD AND COUNCIL. Pledge of Allegiance Roll Call: Mayor Michael Mayor Pro Tem Kennedy Council Members Alexander, Spagnolo and Williams Al. Announcement of the Healthy RC Mental Health Symposium to take place on January 29, 2018. This is the time and place for the general public to address the Fire Protection District, Housing Successor Agency, Successor Agency, Public Financing Authority Board, and City Council on any item listed or not listed on the agenda. State law prohibits the Fire Protection District, Housing Successor Agency, Successor Agency, Public Financing Authority Board, and City Council from addressing any issue not previously included on the Agenda. The Fire Protection District, Housing Successor Agency, Successor Agency, Public Financing Authority Board, and City Council may receive testimony and set the matter for a subsequent meeting. Comments are to be limited to five minutes per individual or less, as deemed necessary by the Mayor, depending upon the number of individuals desiring to speak. All communications are to be addressed directly to the Fire Board, Agencies, Successor Agency, Authority Board, or City Council not to the members of the audience. This is a professional business meeting and courtesy and decorum are expected. Please refrain from any debate between audience and speaker, making loud noises, or engaging in any activity which might be disruptive to the decorum of the meeting. The public communications period will not exceed one hour prior to the commencement of the business portion of the agenda. During this one hour period, all those who wish to speak on a topic contained in the business portion of the agenda will be given priority, and no further speaker cards for these business items (with the exception of public hearing items) will be accepted once the business portion of the agenda commences. Any other public communications which have not concluded during this one hour period may resume after the regular business portion of the agenda has been completed. Page 2of6 JANUARY 17, 2018 FIRE PROTECTION DISTRICT, HOUSING SUCCESSOR AGENCY, SUCCESSOR AGENCY, PUBLIC FINANCING AUTHORITY AND CITY COUNCIL AGENDA C1. Consideration to approve Check Register dated December 12, 2017 through January 8, 2018 for the 1 total of $1,244,850.95. C2. Consideration of Resolution No. FD18-001 adopting a new Fire District Records Retention Schedule, authorizing destruction of certain District Records and rescinding previous Records Retention 17 Schedules. RESOLUTION FD 18-001 A RESOLUTION OF THE BOARD OF DIRECTORS OF THE RANCHO CUCAMONGA FIRE PROTECTION DISTRICT, ADOPTING A NEW FIRE DISTRICT RECORDS RETENTION 19 SCHEDULE, AUTHORIZING DESTRUCTION OF CERTAIN DISTRICT RECORDS, AND RESCINDING PREVIOUS RECORDS RETENTION SCHEDULES None None None G1. Consideration of Minutes: November 15, 2017 (Special Meeting) December 5, 2017 (Special Meeting) G2. Consideration to approve Check Register dated December 12, 2017 through January 8, 2018 for the 59 total of $11,218,551.80. G3. Consideration for approval of an award to Dell Inc. for the purchase of Server Software Maintenance 75 and Subscription Renewal in the amount of $96,631.36. G4. Consideration to reject the bid for the "City Facilities — Roof Replacement and Maintenance Project' as 77 non-responsive to the needs of the City. Page 3of6 JANUARY 17, 2018 FIRE PROTECTION DISTRICT, HOUSING SUCCESSOR AGENCY, SUCCESSOR AGENCY, PUBLIC FINANCING AUTHORITY AND CITY COUNCIL AGENDA G5. Consideration to award a contract to DM Contracting, Inc. in the amount of $593,700 and to authorize 79 an additional contingency of $70,080 for the "Citywide Concrete Repair — FY 2017/2018 Project". G6. Consideration of intention to establish North Etiwanda Community Facilities District No. 2017-01 of the City of Rancho Cucamonga within the general vicinity of Wilson Avenue and Etiwanda Avenue and to 335 authorize the levy of special tax through the adoption of Resolution Nos. 18-001, 18-002, and 18-003. RESOLUTION NO. 18-001 RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RANCHO CUCAMONGA, CALIFORNIA, APPROVING A BOUNDARY MAP SHOWING THE BOUNDARIES OF THE TERRITORY 337 PROPOSED FOR THE INCLUSION IN PROPOSED NORTH ETIWANDA COMMUNITY FACILITIES DISTRICT NO. 2017-01 OF THE CITY OF RANCHO CUCAMONGA RESOLUTION NO. 18-002 RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RANCHO CUCAMONGA, CALIFORNIA, DECLARING ITS INTENTION TO ESTABLISH NORTH ETIWANDA COMMUNITY FACILITIES 339 DISTRICT NO. 2017-01 OF THE CITY OF RANCHO CUCAMONGA AND TO AUTHORIZE THE LEVY OF A SPECIAL TAX THEREIN TO FINANCE THE PROVISIONS OF CERTAIN PUBLIC SERVICES RESOLUTION NO. 18-003 RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RANCHO CUCAMONGA, CALIFORNIA, ORDERING AND DIRECTING THE PREPARATION OF A REPORT FOR PROPOSED NORTH 350 ETIWANDA COMMUNITY FACILITIES DISTRICT NO. 2017-01 OF THE CITY OF RANCHO CUCAMONGA G7. Consideration of the Single Source Purchase of Video Detection System Equipment for Fifteen (15) 351 Intersections Citywide from Iteris, Inc., in the amount of $318,980. G8. Consideration of Amendment No. 005 authorizing an increase to Professional Services Agreement with Industrial Electric Machinery, LLC in the amount of $9,210 and to approve an appropriation in the 354 amount of $9,210 from the Rancho Cucamonga Municipal Utility Fund. G9. Consideration of an appropriation in the amount of $954,870 from the Transportation Fund (Fund 124) 356 for an increase in the Project Contingency for the 1-15 / Base Line Road Interchange Project. G10. Consideration of Resolution No. 18-004 adopting a new City-wide Records Retention Schedule, 359 authorizing destruction of certain City records and rescinding previous Records Retention Schedules. RESOLUTION NO. 18-004 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RANCHO CUCAMONGA, CALIFORNIA, ADOPTING A NEW CITY-WIDE RECORDS RETENTION SCHEDULE, AUTHORIZING DESTRUCTION OF CERTAIN CITY RECORDS, AND RESCINDING PREVIOUS RECORDS 361 RETENTION SCHEDULES The following Ordinances have been introduced for First Reading. Second Readings are expected to be routine and non -controversial. The City Council will act upon them at one time without discussion. The City Clerk will read the title. Any item can be removed for discussion by a Council Member. None Page 4 of 6 JANUARY 17, 2018 FIRE PROTECTION DISTRICT, HOUSING SUCCESSOR AGENCY, SUCCESSOR AGENCY, PUBLIC FINANCING AUTHORITY AND CITY COUNCIL AGENDA Speaker cards may be submitted for all those who wish to speak on the following topic. The following item has no legal publication or posting requirements. Comments are to be limited to five minutes per individual or less, as deemed necessary by the Mayor, depending upon the number of individuals wishing to speak. All communications are to be addressed directly to the City Council, not to members of the audience. 11. Consideration to Conduct First Reading and Introduce Ordinance No. 927, Amending Chapter 12.04 of the Rancho Cucamonga Municipal Code regarding the regulation of the use of parks, recreational 450 trails, libraries and other recreational facilities of the City. ORDINANCE NO. 927 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF RANCHO CUCAMONGA, CALIFORNIA, AMENDING CHAPTER 12.04 OF THE RANCHO CUCAMONGA MUNICIPAL CODE REGARDING 452 THE USE OF PARKS, RECREATIONAL TRAILS, LIBRARIES, AND OTHER RECREATIONAL FACILITIES OF THE CITY The following items have been advertised and/or posted as public hearings as required by law. The Mayor will open the meeting to receive public testimony. None The following items have no legal publication or posting requirements. None Page 5of6 JANUARY 17, 2018 FIRE PROTECTION DISTRICT, HOUSING SUCCESSOR AGENCY, SUCCESSOR AGENCY, PUBLIC FINANCING AUTHORITY AND CITY COUNCIL AGENDA The following items have been requested by the City Council for discussion. L1. INTER -AGENCY UPDATES (Update by the City Council to the community on the meetings that were attended.) L2. COUNCIL ANNOUNCEMENTS (Comments to be limited to three minutes per Council Member.) CERTIFICATION I, Linda A. Troyan, MMC, City Clerk Services Director of the City of Rancho Cucamonga, or my designee, hereby certify under penalty of perjury that a true, accurate copy of the foregoing agenda was posted on January 11, 2018, seventy-two (72) hours prior to the meeting per Government Code 54954.2 at 10500 Civic Center Drive, Rancho Cucamonga, California, and on the City's website. e nda A. Troyan, MMC City Clerk Services Director City of Rancho Cucamonga Page 6of6 November 15, 2017 CITY OF RANCHO CUCAMONGA SPECIAL MEETING OF THE CITY COUNCIL A Special Meeting of the Rancho Cucamonga City Council was held on Wednesday, November 15, 2017 in the Tri -Communities Room, City Hall, 10500 Civic Center Drive, Rancho Cucamonga, CA 91730. Mayor L. Dennis Michael called the meeting to order at 3:32 p.m. Mayor Pro Tem Kennedy led the Pledge of Allegiance. Present were Council Members Alexander, Spagnolo, Williams, Mayor Pro Tem Kennedy and Mayor Michael. J. Gregory Wright, Friends of the Pacific Electric Trail, spoke on preservation and restoration efforts for the Pacific Electrical Trail and provided a handout to the City Council with informational material on the Friends of the PE Trail. 1. VERBAL PRESENTATION ON THE ETIWANDA TRAIN DEPOT PRESERVATION AND RESTORATION PROJECT AND DIRECTION FOR FURTHER DEVELOPMENT AND USE OF THE PROPERTY. John Gillison, City Manager, provided an update on the Etiwanda Train Depot Preservation and Restoration Project. Erika Lewis -Huntley, Management Analyst III, provided a PowerPoint presentation that went over the background, property, past improvements, next phase of improvements and project timeline for the Etiwanda Train Depot Preservation Project. Management Analyst III Lewis -Huntley went over staff's recommendation to prepare and conduct a formal RFP process to secure a tenant for the Etiwanda Depot. Discussion ensued on the selection criteria for the proposal, maintenance costs to preserve the facility, time frame for the Request for Proposal (RFP) process, public access to facility, and registering the facility as part of the Historical National Register. Council Member Williams inquired to receive a copy of a draft RFP. City Manager Gillison responded that it will be available to the Council and the item will return to Council. MOTION: Moved by Council Member Alexander, seconded by Council Member Spagnolo, to approve Staff's recommendation to Prepare and Conduct a formal RFP process to secure a tenant for the Etiwanda Depot. Motion carried unanimously, 5-0. November 15, 2017 1 City Council Meeting Special Meeting Minutes I Page 1 of 2 Mayor Michael adjourned the meeting at 4:15 p.m. Approved: ******** Respectfully submitted, Linda A. Troyan, MMC City Clerk Services Director November 15, 2017 1 City Council Meeting Special Meeting Minutes I Page 2 of 2 December 5, 2017 CITY OF RANCHO CUCAMONGA SPECIAL MEETING OF THE CITY COUNCIL A special meeting of the City of Rancho Cucamonga City Council was held on Tuesday, December 5, 2017, in the Tri -Communities Conference Room at City Hall located at 10500 Civic Center Drive, Rancho Cucamonga, California. Mayor L. Dennis Michael called the meeting to order at 12:30 p.m. Mayor Michael led the Pledge of Allegiance. Present were Council Members: Bill Alexander, Diane Williams, Mayor Pro Tem Lynne Kennedy, Sam Spagnolo and Mayor L. Dennis Michael. Also present were: John Gillison, City Manager; Candyce Burnett, City Planner and Linda Troyan, City Clerk Services Director. No communication was made from the public. INTERVIEWS FOR THREE POSITIONS ON THE PRESERVATION/PLANNING COMMISSION. Council confirmed interview questions and the following candidates were interviewed: 12:45 PM — 1: 15 PM 1:15 PM -1:45 PM 1:45 PM — 2:15 PM 2:15 PM — 2:45 PM 2:45 PM — 3:15 PM 3:15 PM — 3:45 PM 3:45 PM — 4:15 PM Jenna Myles David Skolnick Richard B. Fletcher Tony M. Guglielmo Bryan Dopp Lou Munoz Francisco Oaxaca HISTORIC Each Member of the City Council named their top 3 or 4 candidates. Council Member Alexander recommended the three incumbents (Richard Fletcher, Lou Munoz, and Francisco Oaxaca) be reappointed to the Commission. MOTION: Moved by Mayor Michael, seconded by Mayor Pro Tem Kennedy, to appoint Tony M. Guglielmo and reappoint Lou Munoz, and Francisco Oaxaca to the Historic Preservation/Planning Commission. Motion carried 5-0. Council requested City staff notify the other applicants to apply to the General Plan Advisory Committee which will be formed in Spring 2018. December 5, 2017 1 City Council and Fire Protection District Special Meeting Minutes I Page 1 of 2 The meeting adjourned at 4:05 p.m. Approved: ************ Respectfully submitted, Linda A. Troyan, MMC City Clerk Services Director December 5, 2017 1 City Council and Fire Protection District Special Meeting Minutes I Page 2 of 2 CITY OF RANCHO CUCAMONGA P1 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name Li!x Fire Amount AP 00007562 12/13/2017 ALL CITY MANAGEMENT SERVICES INC. 36,542.51 0.00 36,542.51 AP 00007563 12/13/2017 BUREAU OF RECLAMATION 873.07 0.00 873.07 AP 00007564 12/13/2017 EXELON GENERATION CO. LLC. 160,341.00 0.00 160,341.00 AP 00007565 12/13/2017 NORMAN A TRAUB ASSOCIATES 10,359.30 0.00 10,359.30 AP 00007566 12/13/2017 POWEREX CORP 149,248.72 0.00 149,248.72 AP 00007567 12/13/2017 RIVERSIDE, CITY OF 6,909.00 0.00 6,909.00 AP 00007568 12/13/2017 SAN BERNARDINO COUNTY 126.00 0.00 126.00 AP 00007569 12/19/2017 AHUMADA, ALEXANDER R 0.00 631.60 631.60 AP 00007570 12/19/2017 ALMAND, LLOYD 0.00 631.60 631.60 AP 00007571 12/19/2017 BANTAU, VICTORIA 0.00 499.68 499.68 AP 00007572 12/19/2017 BAZAL, SUSAN 0.00 585.98 585.98 AP 00007573 12/19/2017 BELL, MICHAEL L. 0.00 1,214.46 1,214.46 AP 00007574 12/19/2017 BERRY, DAVID 0.00 1,152.40 1,152.40 AP 00007575 12/19/2017 BROCK, ROBIN 0.00 923.03 923.03 AP 00007576 12/19/2017 CAMPBELL, GERALD 0.00 826.04 826.04 AP 00007577 12/19/2017 CAMPBELL, STEVEN 0.00 1,327.27 1,327.27 AP 00007578 12/19/2017 CARNES, KENNETH 0.00 499.68 499.68 AP 00007579 12/19/2017 CLABBY, RICHARD 0.00 1,152.40 1,152.40 AP 00007580 12/19/2017 CLOUGHESY, DONALD R 0.00 1,618.70 1,618.70 AP 00007581 12/19/2017 CORCORAN, ROBERT 0.00 540.73 540.73 AP 00007582 12/19/2017 COSTELLO, DENNIS M 0.00 1,618.70 1,618.70 AP 00007583 12/19/2017 COX, KARL 0.00 631.60 631.60 AP 00007584 12/19/2017 CRANE, RALPH 0.00 968.28 968.28 AP 00007585 12/19/2017 CROSSLAND, WILBUR 0.00 499.68 499.68 AP 00007586 12/19/2017 DAGUE, JAMES 0.00 1,214.46 1,214.46 AP 00007587 12/19/2017 DE ANTONIO, SUSAN 0.00 540.73 540.73 AP 00007588 12/19/2017 DEANS, JACKIE 0.00 585.98 585.98 AP 00007589 12/19/2017 DOMINICK, SAMUEL A. 0.00 923.03 923.03 AP 00007590 12/19/2017 EAGLESON, MICHAEL 0.00 1,214.46 1,214.46 AP 00007591 12/19/2017 EGGERS, BOB 0.00 1,618.70 1,618.70 AP 00007592 12/19/2017 FRITCHEY, JOHN D. 0.00 499.68 499.68 AP 00007593 12/19/2017 HEYDE, DONALD 0.00 631.60 631.60 AP 00007594 12/19/2017 INTERLICCHIA, ROSALYN 0.00 249.30 249.30 AP 00007595 12/19/2017 KILMER, STEPHEN 0.00 1,538.02 1,538.02 AP 00007596 12/19/2017 LANE, WILLIAM 0.00 1,214.46 1,214.46 AP 00007597 12/19/2017 LEE, ALLAN J. 0.00 1,264.92 1,264.92 AP 00007598 12/19/2017 LENZE, PAUL E 0.00 1,093.58 1,093.58 AP 00007599 12/19/2017 LONGO, JOE 0.00 183.34 183.34 AP 00007600 12/19/2017 LUTTRULL, DARRELL 0.00 499.68 499.68 AP 00007601 12/19/2017 MACKALL, BEVERLY 0.00 509.70 509.70 AP 00007602 12/19/2017 MAYFIELD, RON 0.00 1,304.96 1,304.96 AP 00007603 12/19/2017 MCKEE, JOHN 0.00 631.60 631.60 AP 00007604 12/19/2017 MCNEIL, KENNETH 0.00 631.60 631.60 AP 00007605 12/19/2017 MICHAEL, L. DENNIS 0.00 923.03 923.03 AP 00007606 12/19/2017 MORGAN, BYRON 0.00 1,714.62 1,714.62 AP 00007607 12/19/2017 MYSKOW, DENNIS 0.00 1,152.40 1,152.40 AP 00007608 12/19/2017 NAUMAN, MICHAEL 0.00 499.68 499.68 User: VLOPEZ - VERONICA LOPEZ Page: 1 Current Date: 01/09/2018 Report: CK -AGENDA -PEG -PORTRAIT -CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA P2 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name Citv Fire Amount AP 00007609 12/19/2017 NEE, RON 0.00 585.98 585.98 AP 00007610 12/19/2017 NELSON, MARY JANE 0.00 183.34 183.34 AP 00007611 12/19/2017 O'BRIEN, TOM 0.00 1,618.70 1,618.70 AP 00007612 12/19/2017 PLOUNG, MICHAEL J 0.00 558.94 558.94 AP 00007613 12/19/2017 POST, MICHAEL R 0.00 1,586.77 1,586.77 AP 00007614 12/19/2017 PROULX, PATRICK 0.00 1,618.70 1,618.70 AP 00007615 12/19/2017 ROEDER, JEFF 0.00 1,214.46 1,214.46 AP 00007616 12/19/2017 SALISBURY, THOMAS 0.00 631.60 631.60 AP 00007617 12/19/2017 SMITH, RONALD 0.00 499.68 499.68 AP 00007618 12/19/2017 SPAGNOLO, SAM 0.00 499.68 499.68 AP 00007619 12/19/2017 SPAIN, WILLIAM 0.00 826.04 826.04 AP 00007620 12/19/2017 SULLIVAN, JAMES 0.00 499.68 499.68 AP 00007621 12/19/2017 TAYLOR, STEVE 0.00 1,461.55 1,461.55 AP 00007622 12/19/2017 TULEY, TERRY 0.00 1,214.46 1,214.46 AP 00007623 12/19/2017 VANDERKALLEN, FRANCIS 0.00 982.80 982.80 AP 00007624 12/19/2017 VARNEY, ANTHONY 0.00 923.03 923.03 AP 00007625 12/19/2017 WALTON, KEVIN 0.00 1,538.02 1,538.02 AP 00007626 12/19/2017 YOWELL, TIMOTHY A 0.00 1,304.96 1,304.96 AP 00007627 12/20/2017 CALIF GOVERNMENT VEBA/RANCHO CUCAMONGA 12,985.00 0.00 12,985.00 AP 00007628 12/20/2017 RCCEA 1,928.50 0.00 1,928.50 AP 00007629 12/20/2017 RCPFA 11,232.05 0.00 11,232.05 AP 00007630 12/20/2017 RE ASTORIA 2 LLC 67,409.79 0.00 67,409.79 AP 00007631 12/20/2017 TANKO LIGHTING 275,534.35 0.00 275,534.35 AP 00007632 12/20/2017 US DEPARTMENT OF ENERGY 10,003.08 0.00 10,003.08 AP 00007633 01/03/2018 CALIF GOVERNMENT VEBA/RANCHO CUCAMONGA 22,598.58 0.00 22,598.58 AP 00007634 01/03/2018 HD PRODUCTIONS INC 18,750.00 0.00 18,750.00 AP 00007635 01/03/2018 MICHAEL BAKER INTERNATIONAL INC 2,800.00 0.00 2,800.00 AP 00007636 01/03/2018 RCCEA 1,922.00 0.00 1,922.00 AP 00007637 01/03/2018 RCPFA 11,089.78 0.00 11,089.78 AP 00007638 01/03/2018 SAN BERNARDINO CTY SHERIFFS DEPT 2,927,876.00 0.00 2,927,876.00 AP 00386168 12/13/2017 A & M FIRST AID INC 4,508.43 0.00 4,508.43 AP 00386169 12/13/2017 A AND R TIRE SERVICE 1,294.32 0.00 1,294.32 AP 00386170 12/13/2017 A'JONTUE, ROSE ANN 342.00 0.00 342.00 AP 00386171 12/13/2017 ALARCON, ROSA 750.00 0.00 750.00 AP 00386172 12/13/2017 ALBERT A. 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VERONICA LOPEZ Page: 3 Current Date: 01/09/2018 Report: CK_AGENDA_REG_PORTRAIT_CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA P4 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name Lity Fire Amount AP 00386232 12/13/2017 HEILIG, KELLY 336.00 0.00 336.00 AP 00386233 12/13/2017 HEMPHILL, JEFFREY 142.00 0.00 142.00 AP 00386234 12/13/2017 HILLS PET NUTRITION SALES INC 657.42 0.00 657.42 AP 00386235 12/13/2017 HOSE MAN INC 32.16 0.00 32.16 AP 00386236 12/13/2017 HOYT LUMBER CO., SM 0.00 21.67 21.67 AP 00386237 12/13/2017 HUSSAIN, ROSE 48.77 0.00 48.77 AP 00386238 12/13/2017 INLAND BUILDING CONSTRUCTION CO INC 4,010.00 0.00 4,010.00 AP 00386239 12/13/2017 INLAND EMPIRE HEALTH PLAN 100.00 0.00 100.00 AP 00386240 12/13/2017 INLAND EMPIRE UNITED WAY 0.00 20.00 20.00 AP 00386241 12/13/2017 INTERNATIONAL LINE BUILDERS INC 12,178.00 0.00 12,178.00 AP 00386242 12/13/2017 INTERWEST CONSULTING GROUP INC 9,389.89 0.00 9,389.89 AP 00386243 12/13/2017 JOHN BURR CYCLES INC 1,375.59 0.00 1,375.59 AP 00386244 12/13/2017 JOUD CONSTRUCTION COMPANY INC 100.00 0.00 100.00 AP 00386245 12/13/2017 K -K WOODWORKING 84.51 0.00 84.51 AP 00386246 12/13/2017 KAUR, SUKHJINDER 101.68 0.00 101.68 AP 00386247 12/13/2017 KINKEAD ENTERTAINMENT AGENCY, THE 32,550.00 0.00 32,550.00 AP 00386248 12/13/2017 KOWALSKI, KIMBERLY 64.33 0.00 64.33 AP 00386249 12/13/2017 KRIEGER, ED 300.00 0.00 300.00 AP 00386250 12/13/2017 LANDCARE USA LLC 52,133.33 0.00 52,133.33 AP 00386251 12/13/2017 LEVEL 3 COMMUNICATIONS LLC 5,291.57 0.00 5,291.57 AP 00386252 12/13/2017 LEVERAGE INFORMATION SYSTEMS INC 548.37 0.00 548.37 AP 00386253 12/13/2017 LIEBERT CASSIDY WHITMORE 2,056.00 704.00 2,760.00 *** AP 00386254 12/13/2017 LIGHTHOUSE, THE 507.84 0.00 507.84 AP 00386255 12/13/2017 LOPEZ, VERONICA 128.05 0.00 128.05 AP 00386257 12/13/2017 LOWES COMPANIES INC. 6,408.89 1,163.18 7,572.07 *** AP 00386258 12/13/2017 MADOLE AND ASSOCIATES INC 8,320.00 0.00 8,320.00 AP 00386259 12/13/2017 MAGELLAN ADVISORS LLC 28,977.27 0.00 28,977.27 AP 00386260 12/13/2017 MAGELLAN ADVISORS LLC 49,575.00 0.00 49,575.00 AP 00386261 12/13/2017 MARIPOSA LANDSCAPES INC 52,530.25 2,416.32 54,946.57 *** AP 00386262 12/13/2017 MARK CHRISTOPHER INC 177.19 0.00 177.19 AP 00386263 12/13/2017 MARLINK SA INC 0.00 162.00 162.00 AP 00386264 12/13/2017 MATLOCK DESIGN BUILD INC 1,365.00 0.00 1,365.00 AP 00386265 12/13/2017 MCCLAIN, SAUNDRA 1,066.00 0.00 1,066.00 AP 00386266 12/13/2017 MCCLIMAN, MIKE 0.00 93.72 93.72 AP 00386267 12/13/2017 MCCOY, CHARLES 160.00 0.00 160.00 AP 00386268 12/13/2017 MICKEY, DAVE 833.00 0.00 833.00 AP 00386269 12/13/2017 MIDWEST TAPE 112.55 0.00 112.55 AP 00386270 12/13/2017 MIER CONSTRUCTION 5.19 0.00 5.19 AP 00386271 12/13/2017 MIJAC ALARM COMPANY 9,852.00 0.00 9,852.00 AP 00386272 12/13/2017 MONROVIA, CITY OF 1,500.00 0.00 1,500.00 AP 00386273 12/13/2017 MUNOZ, GIOIA 37.36 0.00 37.36 AP 00386274 12/13/2017 MUNOZ, LOU 166.88 0.00 166.88 AP 00386275 12/13/2017 MURRAY & ASSOCIATES, BOB 8,000.00 0.00 8,000.00 AP 00386276 12/13/2017 NAEEM, FARZANA 28.02 0.00 28.02 AP 00386277 12/13/2017 NANTES, YVONNE 500.00 0.00 500.00 AP 00386278 12/13/2017 NAPA AUTO PARTS 7.14 17.42 24.56 *** AP 00386279 12/13/2017 NATIVE SON ALEHOUSE 1,225.00 0.00 1,225.00 User: VLOPEZ - VERONICA LOPEZ Page: 4 Current Date: 01/09/2018 Report: CK -AGENDA -PEG -PORTRAIT -CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA P5 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Aizenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name Cltv Fire Amount AP 00386280 12/13/2017 NAULLS, DIANE 100.00 0.00 100.00 AP 00386281 12/13/2017 NBS 19,247.68 0.00 19,247.68 AP 00386282 12/13/2017 NEOPOST USA INC 43.10 0.00 43.10 AP 00386283 12/13/2017 NINYO & MOORE 5,372.50 0.00 5,372.50 AP 00386284 12/13/2017 NOEL, COLETTE 39.43 0.00 39.43 AP 00386285 12/13/2017 NPI PRODUCTION SERVICES INC 25,500.00 0.00 25,500.00 AP 00386286 12/13/2017 OATES, DORA 66.58 0.00 66.58 AP 00386287 12/13/2017 OC TANNER RECOGNITION COMPANY 16,261.23 0.00 16,261.23 AP 00386288 12/13/2017 OCCUPATIONAL HEALTH CTRS OF CA 1,055.07 571.61 1,626.68 *** AP 00386289 12/13/2017 OCLC INC 55.41 0.00 55.41 AP 00386290 12/13/2017 ODEN, IVEN 10.38 0.00 10.38 AP 00386291 12/13/2017 OLS SERVICE INC. 533.36 0.00 533.36 AP 00386292 12/13/2017 ONTARIO WINNELSON CO 661.87 39.85 701.72 *** AP 00386293 12/13/2017 ORTIZ, JOSIE 15.32 0.00 15.32 AP 00386294 12/13/2017 OSBORN, DANIEL 48.77 0.00 48.77 AP 00386295 12/13/2017 OWENSBY, TYLER 50.85 0.00 50.85 AP 00386296 12/13/2017 PETES ROAD SERVICE INC 583.80 0.00 583.80 AP 00386297 12/13/2017 POWERS, TASHA 250.00 0.00 250.00 AP 00386298 12/13/2017 PUTNAM, D"ANIELLA 21.83 0.00 21.83 AP 00386299 12/13/2017 RAMIREZ, PETE 285.32 0.00 285.32 AP 00386300 12/13/2017 RAMOS, SALUD 10.37 0.00 10.37 AP 00386301 12/13/2017 RANCHO BASEBALL LLC 107.83 0.00 107.83 AP 00386302 12/13/2017 RANCHO CUCAMONGA FONTANA FAMILY YMCA 16,246.06 0.00 16,246.06 AP 00386303 12/13/2017 RANCHO MALL LLC 3,450.00 0.00 3,450.00 AP 00386304 12/13/2017 RANCHO SMOG CENTER 140.00 0.00 140.00 AP 00386305 12/13/2017 RANDALL, SUE 10.37 0.00 10.37 AP 00386306 12/13/2017 RAZA,MOHAMMED 157.04 0.00 157.04 AP 00386307 12/13/2017 REANO, CHARLES 58.00 0.00 58.00 AP 00386308 12/13/2017 RICHARDS WATSON AND GERSHON 40,768.12 9,308.40 50,076.52 *** AP 00386309 12/13/2017 RIVAS, CHRISTINE 25.27 0.00 25.27 AP 00386310 12/13/2017 RIVAS, HENRY 197.12 0.00 197.12 AP 00386311 12/13/2017 RIVERA, MARTINA 250.00 0.00 250.00 AP 00386312 12/13/2017 RJM DESIGN GROUP INC 15,610.62 0.00 15,610.62 AP 00386313 12/13/2017 RK DIVERSIFIED ENTERTAINMENT INC 2,720.00 0.00 2,720.00 AP 00386314 12/13/2017 RODRIGUEZ, KIMBERLY 10.41 0.00 10.41 AP 00386315 12/13/2017 ROSALES, AGNES 250.00 0.00 250.00 AP 00386316 12/13/2017 ROTO ROOTER 0.00 350.00 350.00 AP 00386317 12/13/2017 RUIZ, ANDREA 25.86 0.00 25.86 AP 00386318 12/13/2017 RUIZ-SANCHEZ, ELBA 15.56 0.00 15.56 AP 00386319 12/13/2017 SADEGHI, MAHBOOBEH 5.19 0.00 5.19 AP 00386320 12/13/2017 SAFELITE FULFILLMENT INC 276.49 0.00 276.49 AP 00386321 12/13/2017 SAKREKOV, SUSAN 22.83 0.00 22.83 AP 00386322 12/13/2017 SAN BERNARDINO COUNTY SHERIFFS DEPT 24,679.52 0.00 24,679.52 AP 00386323 12/13/2017 SAN BERNARDINO COUNTY TRANSPORTATION AUTE 14,821.46 0.00 14,821.46 AP 00386324 12/13/2017 SAN BERNARDINO CTY FPO ASSOCIATION 0.00 180.00 180.00 AP 00386325 12/13/2017 SAN BERNARDINO, CITY OF 1,485.00 0.00 1,485.00 AP 00386326 12/13/2017 SANDOVAL, BIBIANA 92.33 0.00 92.33 User: VLOPEZ - VERONICA LOPEZ Page: 5 Current Date: 01/09/2018 Report: CK -AGENDA -REG -PORTRAIT -CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA Pg AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Redster 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name City Fire Amount AP 00386327 12/13/2017 SANTIAGO LIBRARY SYSTEM 84.00 0.00 84.00 AP 00386328 12/13/2017 SANTILLANEZ, DAVID 41.51 0.00 41.51 AP 00386329 12/13/2017 SC FUELS 0.00 1,204.25 1,204.25 AP 00386330 12/13/2017 SC FUELS 0.00 933.19 933.19 AP 00386331 12/13/2017 SCHAEFFER MANUFACTURING COMPANY 0.00 286.17 286.17 AP 00386332 12/13/2017 SCHENE, PATTY 53.96 0.00 53.96 AP 00386333 12/13/2017 SEGURA, VALERIE 88.19 0.00 88.19 AP 00386334 12/13/2017 SEIBEL, CHRIS 28.86 0.00 28.86 AP 00386335 12/13/2017 SEUMALO, MISAKO 11.42 0.00 11.42 AP 00386336 12/13/2017 SHAH, MICHELLE 10.41 0.00 10.41 AP 00386337 12/13/2017 SHOETERIA 907.29 0.00 907.29 AP 00386338 12/13/2017 SHRED IT USA LLC 190.95 0.00 190.95 AP 00386339 12/13/2017 SHRED PROS 0.00 35.00 35.00 AP 00386340 12/13/2017 SIGN SHOP, THE 350.19 0.00 350.19 AP 00386341 12/13/2017 SIMMONS, HENRIETTA 54.33 0.00 54.33 AP 00386342 12/13/2017 SISK, LEANNA 10.41 0.00 10.41 AP 00386343 12/13/2017 SITEONE LANDSCAPE SUPPLY LLC 1,352.56 0.00 1,352.56 AP 00386344 12/13/2017 SMITH, CHARLOTTE 10.00 0.00 10.00 AP 00386345 12/13/2017 SOUND IMAGE INC 30,997.07 0.00 30,997.07 AP 00386350 12/13/2017 SOUTHERN CALIFORNIA EDISON 34,158.47 1,436.32 35,594.79 *** AP 00386351 12/13/2017 SOUTHERN CALIFORNIA EDISON 1,024.74 0.00 1,024.74 AP 00386352 12/13/2017 SOUTHERN CALIFORNIA EDISON 2,462.49 0.00 2,462.49 AP 00386353 12/13/2017 SPELLMAN, LISA M 21.83 0.00 21.83 AP 00386354 12/13/2017 SPRINT 0.00 131.97 131.97 AP 00386355 12/13/2017 SRIVASTAVA, SHALINI 22.83 0.00 22.83 AP 00386356 12/13/2017 STANDARD INSURANCE COMPANY 3,979.02 0.00 3,979.02 AP 00386357 12/13/2017 STANDARD INSURANCE COMPANY 14,181.56 0.00 14,181.56 AP 00386358 12/13/2017 STANDARD INSURANCE COMPANY 14,181.56 0.00 14,181.56 AP 00386359 12/13/2017 STORAGE CONTAINER.COM 203.50 0.00 203.50 AP 00386360 12/13/2017 STORYBOOK ADVENTURES LLC 120.00 0.00 120.00 AP 00386361 12/13/2017 STOTZ EQUIPMENT 667.29 0.00 667.29 AP 00386362 12/13/2017 STREAMLINE PRESS INC 121.22 0.00 121.22 AP 00386363 12/13/2017 SUDHAKAR, SAMUEL 28.86 0.00 28.86 AP 00386364 12/13/2017 SWRCB FEES 42,974.00 0.00 42,974.00 AP 00386365 12/13/2017 SYSCO LOS ANGELES INC 464.92 0.00 464.92 AP 00386366 12/13/2017 TACKOOR, YVONNE 22.83 0.00 22.83 AP 00386367 12/13/2017 TALAMANTES, ARLENE 273.91 0.00 273.91 AP 00386368 12/13/2017 TALWAR, PREETHI 71.59 0.00 71.59 AP 00386369 12/13/2017 TAYLOR, ELAYN J 160.00 0.00 160.00 AP 00386370 12/13/2017 THE COUNSELING TEAM INTERNATIONAL 0.00 600.00 600.00 AP 00386371 12/13/2017 THOMPSON PLUMBING SUPPLY INC 14.36 0.00 14.36 AP 00386372 12/13/2017 THOMSON REUTERS WEST PUBLISHING CORP 347.55 0.00 347.55 AP 00386373 12/13/2017 TIMPERIO, CASSIS 17.64 0.00 17.64 AP 00386374 12/13/2017 TOMCO LLC 2,460.00 0.00 2,460.00 AP 00386375 12/13/2017 TRADER, LEONARD 20.76 0.00 20.76 AP 00386376 12/13/2017 TRAN, HANNAH 72.70 0.00 72.70 AP 00386377 12/13/2017 TULAO, LORCELI 22.83 0.00 22.83 User: VLOPEZ - VERONICA LOPEZ Page: 6 Current Date: 01/09/2018 Report: CK -AGENDA -PEG -PORTRAIT -CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA P7 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name Citv Fire Amount AP 00386378 12/13/2017 U.S. BANK PARS ACCT#6746022500 26,104.71 0.00 26,104.71 AP 00386379 12/13/2017 U.S. BANK PARS ACCT #6746022500 1,508.84 0.00 1,508.84 AP 00386380 12/13/2017 UNITED PACIFIC SERVICES INC 21,861.00 0.00 21,861.00 AP 00386381 12/13/2017 UPS 13.28 0.00 13.28 AP 00386382 12/13/2017 VAIL, NANCY 91.68 0.00 91.68 AP 00386383 12/13/2017 VALUE LINE PUBLISHING INC 1,000.00 0.00 1,000.00 AP 00386384 12/13/2017 VARGAS AND RAMIREZ SPORTS 10,397.44 0.00 10,397.44 AP 00386385 12/13/2017 VERIZON WIRELESS - LA 60.12 0.00 60.12 AP 00386386 12/13/2017 VERIZON WIRELESS - LA 100.94 0.00 100.94 AP 00386387 12/13/2017 VERIZON WIRELESS - LA 182.89 0.00 182.89 AP 00386388 12/13/2017 VERIZON WIRELESS - 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VERONICA LOPEZ Page: 7 Current Date: 01/09/2018 Report: CK -AGENDA -REG -PORTRAIT -CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA Pg AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name Citv Fire Amount AP 00386430 12/14/2017 SUNRISE FORD 12.05 0.00 12.05 AP 00386431 12/14/2017 ABC LOCKSMITHS 87.28 0.00 87.28 AP 00386432 12/14/2017 AIRGAS USA LLC 0.00 126.77 126.77 AP 00386433 12/14/2017 BIBLIOTHECA LLC 4,242.25 0.00 4,242.25 AP 00386434 12/14/2017 EMCOR SERVICE 5,365.00 0.00 5,365.00 AP 00386435 12/14/2017 HOLLIDAY ROCK CO INC 13,199.90 0.00 13,199.90 AP 00386436 12/19/2017 CURATALO, JAMES 0.00 1,618.70 1,618.70 AP 00386437 12/19/2017 KIRKPATRICK, WILLIAM 0.00 1,461.55 1,461.55 AP 00386438 12/19/2017 LONCAR, PHILIP 0.00 1,152.40 1,152.40 AP 00386439 12/19/2017 TOWNSEND, JAMES 0.00 1,618.70 1,618.70 AP 00386440 12/19/2017 WALKER, KENNETH 0.00 249.30 249.30 AP 00386441 12/19/2017 TANKO LIGHTING 304,036.12 0.00 304,036.12 AP 00386442 12/20/2017 A AND R TIRE SERVICE 1,234.29 0.00 1,234.29 AP 00386443 12/20/2017 ADVANCED UTILITY SYSTEMS CORP. 36,771.45 0.00 36,771.45 AP 00386444 12/20/2017 AFLAC GROUP INSURANCE 40.97 0.00 40.97 AP 00386445 12/20/2017 ALFARO COMMUNICATIONS CONSTRUCTION INC 422,195.32 0.00 422,195.32 AP 00386446 12/20/2017 ALL AMERICAN ASPHALT 375,972.00 0.00 375,972.00 AP 00386447 12/20/2017 ALL WELDING 70.00 0.00 70.00 AP 00386449 12/20/2017 ALLIED UNIVERSAL SECURITY SERVICES 48,450.88 0.00 48,450.88 AP 00386450 12/20/2017 ALLSTAR AUTO CENTER 366.48 0.00 366.48 AP 00386451 12/20/2017 ALTA VISTA MOBILE HOME PARK 500.00 0.00 500.00 AP 00386452 12/20/2017 AMTECH ELEVATOR SERVICES 44,445.00 0.00 44,445.00 AP 00386453 12/20/2017 APWA 60.00 0.00 60.00 AP 00386454 12/20/2017 AROCHO, ALMA 990.00 0.00 990.00 AP 00386455 12/20/2017 ARROWHEAD CREDIT UNION 20,000.00 0.00 20,000.00 AP 00386456 12/20/2017 ASSI SECURITY 370.00 0.00 370.00 AP 00386457 12/20/2017 AYRES, SETH 62.57 0.00 62.57 AP 00386458 12/20/2017 BAUER COMPRESSORS 0.00 20,429.40 20,429.40 AP 00386459 12/20/2017 BERCH, DAVID M. 0.00 249.95 249.95 AP 00386460 12/20/2017 BOOT BARN INC. 355.00 0.00 355.00 AP 00386461 12/20/2017 BRIGHTVIEW LANDSCAPE SERVICES INC. 18,194.17 0.00 18,194.17 AP 00386462 12/20/2017 BULMER, EUAN 0.00 270.00 270.00 AP 00386466 12/20/2017 C V W D 110,414.54 646.94 111,061.48 *** AP 00386467 12/20/2017 CA LLC - DBA ALTA LAGUNA MHP 600.00 0.00 600.00 AP 00386468 12/20/2017 CAL PERS LONG TERM CARE 254.14 0.00 254.14 AP 00386469 12/20/2017 CALIFORNIA BOARD OF EQUALIZATION, STATE OF 1,446.16 852.59 2,298.75 *** AP 00386470 12/20/2017 CALIFORNIA, STATE OF 8.44 0.00 8.44 AP 00386471 12/20/2017 CALIFORNIA, STATE OF 60.00 0.00 60.00 AP 00386472 12/20/2017 CALIFORNIA, STATE OF 100.00 0.00 100.00 AP 00386473 12/20/2017 CALIFORNIA, STATE OF 215.42 0.00 215.42 AP 00386474 12/20/2017 CARQUEST AUTO PARTS 234.50 0.00 234.50 AP 00386475 12/20/2017 CARTY, DIANE 72.00 0.00 72.00 AP 00386476 12/20/2017 CASA VOLANTE MOBILE HOME PARK 900.00 0.00 900.00 AP 00386477 12/20/2017 CHAMPION AWARDS AND SPECIALTIES 316.79 0.00 316.79 AP 00386478 12/20/2017 CHAPARRAL HEIGHTS MOBILE HOME PARK 700.00 0.00 700.00 AP 00386479 12/20/2017 CHARLES ABBOTT ASSOCIATES INC. 3,080.00 0.00 3,080.00 AP 00386480 12/20/2017 CINTAS CORPORATION #150 1,208.11 198.66 1,406.77 *** User: VLOPEZ - VERONICA LOPEZ Page: 8 Current Date: 01/09/2018 Report: CK -AGENDA -REG -PORTRAIT -CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA pg AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name Lity Fire Amount AP 00386481 12/20/2017 CLARK, KAREN 270.00 0.00 270.00 AP 00386482 12/20/2017 CLEAR STREAM RECYCLING 349.00 0.00 349.00 AP 00386483 12/20/2017 CLIENT FIRST CONSULTING GROUP 930.00 0.00 930.00 AP 00386484 12/20/2017 COMBINED MARTIAL SCIENCE INC 5,278.80 0.00 5,278.80 AP 00386485 12/20/2017 COMMUNITY BANK 19,788.00 0.00 19,788.00 AP 00386486 12/20/2017 CONSOLIDATED ELECTRICAL DISTR INC 449.32 0.00 449.32 AP 00386487 12/20/2017 CONVERSE CONSULTANTS 15,221.25 0.00 15,221.25 AP 00386488 12/20/2017 CORELOGIC SOLUTIONS LLC 250.00 0.00 250.00 AP 00386489 12/20/2017 CORODATA MEDIA STORAGE INC 1,001.27 0.00 1,001.27 AP 00386490 12/20/2017 COSMOFIT STUDIOS 233.34 0.00 233.34 AP 00386491 12/20/2017 CP LOGISTICS UTICA LLC -CL 802.33 0.00 802.33 AP 00386492 12/20/2017 CPRS 145.00 0.00 145.00 AP 00386493 12/20/2017 CPS HR CONSULTING 4,000.00 0.00 4,000.00 AP 00386494 12/20/2017 CSUSB THEATRE DEPARTMENT 75.00 0.00 75.00 AP 00386495 12/20/2017 DANCE TERRIFIC 1,152.90 0.00 1,152.90 AP 00386496 12/20/2017 DAVIS FARR LLP 8,000.00 0.00 8,000.00 AP 00386497 12/20/2017 DIR-ELECTRICIAN CERTIFICATION FUND 100.00 0.00 100.00 AP 00386498 12/20/2017 DOLLARHIDE, GINGER 80.00 0.00 80.00 AP 00386499 12/20/2017 EASTERLING, RAY 268.00 0.00 268.00 AP 00386500 12/20/2017 EBSCO 4,364.00 0.00 4,364.00 AP 00386501 12/20/2017 EIGHTH AVENUE ENTERPRISE LLC 533.36 0.00 533.36 AP 00386502 12/20/2017 ELDORADO BROADCASTERS LLC 216.00 0.00 216.00 AP 00386503 12/20/2017 EL TIO ALEX CATERING 107.75 0.00 107.75 AP 00386504 12/20/2017 ELECNOR BELCO ELECTRIC INC 80,796.75 0.00 80,796.75 AP 00386505 12/20/2017 EMPLOYMENT DEVELOPMENT DEPT. 60.00 0.00 60.00 AP 00386506 12/20/2017 ERICKSON HALL CONSTRUCTION 0.00 55,828.08 55,828.08 AP 00386507 12/20/2017 ESKENAZI, MOISES 123.55 0.00 123.55 AP 00386508 12/20/2017 EXPERIAN 52.00 0.00 52.00 AP 00386509 12/20/2017 FACTORY MOTOR PARTS 0.00 928.05 928.05 AP 00386510 12/20/2017 FARIAS, RICHARD 16.00 0.00 16.00 AP 00386511 12/20/2017 FEDERAL EXPRESS CORP 35.42 0.00 35.42 AP 00386512 12/20/2017 FEDERAL EXPRESS CORP 3.16 0.00 3.16 AP 00386513 12/20/2017 FERNANDEZ, GWYNETH 41.17 0.00 41.17 AP 00386514 12/20/2017 FLAG SYSTEMS INC. 650.00 0.00 650.00 AP 00386515 12/20/2017 FLEET SERVICES INC. 0.00 53.86 53.86 AP 00386516 12/20/2017 FLORES, CHRISTINE 0.00 159.60 159.60 AP 00386517 12/20/2017 FOOTHILL MOBILE MANOR 300.00 0.00 300.00 AP 00386518 12/20/2017 FRANKLIN TRUCK PARTS 0.00 20.20 20.20 AP 00386519 12/20/2017 FRASURE, MICHAEL 549.95 0.00 549.95 AP 00386520 12/20/2017 FRONTIER COMM 1,429.65 0.00 1,429.65 AP 00386521 12/20/2017 FRONTIER COMM 115.83 74.58 190.41 *** AP 00386522 12/20/2017 GABRIEL, DEBRA 175.42 0.00 175.42 AP 00386523 12/20/2017 GARCIA, VIVIAN 35.34 0.00 35.34 AP 00386524 12/20/2017 GEOGRAPHICS 793.75 0.00 793.75 AP 00386525 12/20/2017 GOODYEAR TIRE AND RUBBER CO. 3,013.86 0.00 3,013.86 AP 00386526 12/20/2017 GRAINGER 55.34 0.00 55.34 AP 00386527 12/20/2017 GRIEPSMA, KIM 0.00 29.67 29.67 User: VLOPEZ - VERONICA LOPEZ Page: 9 Current Date: 01/09/2018 Report: CK -AGENDA -REG -PORTRAIT -CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA P10 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name Lity Fire Amount AP 00386528 12/20/2017 GRIFFIN STRUCTURES INC 27,165.60 0.00 27,165.60 AP 00386529 12/20/2017 HAMILTON, MONIQUE 960.00 0.00 960.00 AP 00386530 12/20/2017 HAMPTON YOGA 654.00 0.00 654.00 AP 00386531 12/20/2017 HAYES, KATHY 432.48 0.00 432.48 AP 00386532 12/20/2017 HEARTSAVERS LLC 352.00 0.00 352.00 AP 00386533 12/20/2017 HILLS PET NUTRITION SALES INC 398.18 0.00 398.18 AP 00386534 12/20/2017 HOME DEPOT CREDIT SERVICES 645 2,491.41 0.00 2,491.41 AP 00386535 12/20/2017 HOMETOWN AMERICA RAMONA VILLA 800.00 0.00 800.00 AP 00386536 12/20/2017 HORIZON SOLAR POWER 95.32 0.00 95.32 AP 00386537 12/20/2017 HORIZONS CONSTRUCTION COMPANY INTERNATION 0.00 418,714.40 418,714.40 AP 00386538 12/20/2017 HORIZONS CONSTRUCTION COMPANY INTERNATION 5,249.90 0.00 5,249.90 AP 00386539 12/20/2017 HOYT, TIM 0.00 594.00 594.00 AP 00386540 12/20/2017 INDERWIESCHE, MATT 864.00 0.00 864.00 AP 00386541 12/20/2017 INDUSTRIAL ELECTRIC MACHINERY LLC 52,000.00 0.00 52,000.00 AP 00386542 12/20/2017 INDUSTRIAL SUPPLY CO INC 187.05 0.00 187.05 AP 00386543 12/20/2017 INLAND EMPIRE PROPERTY SERVICES INC 0.00 16,642.50 16,642.50 AP 00386544 12/20/2017 INLAND PACIFIC BALLET 46,793.70 0.00 46,793.70 AP 00386545 12/20/2017 INLAND PRESORT & MAILING SERVICES 103.03 0.00 103.03 AP 00386546 12/20/2017 INLAND VALLEY DANCE ACADEMY 2,145.00 0.00 2,145.00 AP 00386547 12/20/2017 INLAND VALLEY EMERGENCY PET CLINIC 20.00 0.00 20.00 AP 00386548 12/20/2017 INTERNATIONAL LINE BUILDERS INC 572.00 0.00 572.00 AP 00386549 12/20/2017 INTERVET INC 5,918.46 0.00 5,918.46 AP 00386550 12/20/2017 IRON MOUNTAIN OSDP 1,687.42 0.00 1,687.42 AP 00386551 12/20/2017 J & D GUILLIAM CONSTRUCTION INC 160.00 0.00 160.00 AP 00386552 12/20/2017 JACKSON HIRSH INC 65.29 0.00 65.29 AP 00386553 12/20/2017 JOHNNY ALLEN TENNIS ACADEMY 1,299.00 0.00 1,299.00 AP 00386554 12/20/2017 JONES AND MAYER, LAW OFFICES OF 0.00 96.00 96.00 AP 00386555 12/20/2017 JRC HOUSING 6,885.00 0.00 6,885.00 AP 00386556 12/20/2017 KEITH, JORRY 90.00 0.00 90.00 AP 00386557 12/20/2017 KINDRED CORPORATION 26,250.08 0.00 26,250.08 AP 00386558 12/20/2017 LATREACE, RAINEY 440.00 0.00 440.00 AP 00386559 12/20/2017 LEE, DIANNA 212.88 0.00 212.88 AP 00386560 12/20/2017 LEIGHTON CONSULTING INC 33,610.10 0.00 33,610.10 AP 00386561 12/20/2017 MARIPOSA LANDSCAPES INC 38,716.87 1,208.16 39,925.03 *** AP 00386562 12/20/2017 MARK CHRISTOPHER INC 0.00 741.74 741.74 AP 00386563 12/20/2017 MARSHALL, SYLVIA 213.60 0.00 213.60 AP 00386564 12/20/2017 MATHIS GROUP 3,000.00 0.00 3,000.00 AP 00386565 12/20/2017 MCMASTER CARR SUPPLY COMPANY 69.58 0.00 69.58 AP 00386566 12/20/2017 MOE, JOHN 91.00 0.00 91.00 AP 00386567 12/20/2017 MORRIS, DOUG 13,759.00 0.00 13,759.00 AP 00386568 12/20/2017 MORRIS, RICHARD 193.20 0.00 193.20 AP 00386569 12/20/2017 MORRISON SPORTS LLC 2,649.10 0.00 2,649.10 AP 00386570 12/20/2017 NAPA AUTO PARTS 11.83 0.00 11.83 AP 00386571 12/20/2017 NEIGHBORHOOD PARTNERSHIP HOUSING SERVICES 1 17,869.38 0.00 17,869.38 AP 00386572 12/20/2017 NINYO & MOORE 5,659.00 0.00 5,659.00 AP 00386573 12/20/2017 OC TANNER RECOGNITION COMPANY 2,270.17 0.00 2,270.17 AP 00386574 12/20/2017 OCCUPATIONAL HEALTH CTRS OF CA 0.00 966.83 966.83 User: VLOPEZ - VERONICA LOPEZ Page: 10 Current Date: 01/09/2018 Report: CK -AGENDA -REG -PORTRAIT -CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA P11 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name Li!x Fire Amount AP 00386575 12/20/2017 ONWARD ENGINEERING 28,883.25 737.25 29,620.50 *** AP 00386576 12/20/2017 OPTION ONE PLUMBING 3,000.00 0.00 3,000.00 AP 00386577 12/20/2017 ORNELAS, CAROL 54.00 0.00 54.00 AP 00386578 12/20/2017 ORONA, PATRICIA 840.00 0.00 840.00 AP 00386579 12/20/2017 OTT, LAURA 708.00 0.00 708.00 AP 00386580 12/20/2017 OTT, SHARON 594.00 0.00 594.00 AP 00386581 12/20/2017 PACIFIC PREMIER BANK 0.00 28,001.01 28,001.01 AP 00386582 12/20/2017 PACIFIC UTILITY INSTALLATION INC 735.00 0.00 735.00 AP 00386583 12/20/2017 PACIFIC YOUTH SPORTS 1,062.00 0.00 1,062.00 AP 00386584 12/20/2017 PETES ROAD SERVICE INC 5,529.37 0.00 5,529.37 AP 00386585 12/20/2017 PFINIX CREATIVE GROUP 9,288.00 0.00 9,288.00 AP 00386586 12/20/2017 PINES MOBILE HOME PARK, THE 400.00 0.00 400.00 AP 00386587 12/20/2017 POOL & ELECTRICAL PRODUCTS INC 86.95 0.00 86.95 AP 00386588 12/20/2017 PRE -PAID LEGAL SERVICES INC 96.59 0.00 96.59 AP 00386589 12/20/2017 PRECISION GYMNASTICS 2,181.20 0.00 2,181.20 AP 00386590 12/20/2017 PSA PRINT GROUP 38.79 0.00 38.79 AP 00386591 12/20/2017 PUBLIC GROUP OF CA LLC, THE 3,965.47 0.00 3,965.47 AP 00386592 12/20/2017 PUBLIC RETIREMENT JOURNAL, THE 200.00 0.00 200.00 AP 00386593 12/20/2017 R AND R AUTOMOTIVE 2,589.42 0.00 2,589.42 AP 00386594 12/20/2017 RANCHO CUCAMONGA CHAMBER OF COMMERCE 3,166.00 0.00 3,166.00 AP 00386595 12/20/2017 RANCHO CUCAMONGA, CITY OF 91.74 0.00 91.74 AP 00386596 12/20/2017 RANCHO SMOG CENTER 70.00 0.00 70.00 AP 00386597 12/20/2017 RC CONSTRUCTION SERVICES INC 0.00 532,019.15 532,019.15 AP 00386598 12/20/2017 RIGLEMAN, ENCARNACION ONTIVEROS 160.00 0.00 160.00 AP 00386599 12/20/2017 RJM DESIGN GROUP INC 326.00 0.00 326.00 AP 00386600 12/20/2017 RODRIGUEZ, EUGENIO 997.25 0.00 997.25 AP 00386601 12/20/2017 ROSE BRAND WIPERS INC 775.42 0.00 775.42 AP 00386602 12/20/2017 SABIO, KINI 972.00 0.00 972.00 AP 00386603 12/20/2017 SAFE -ENTRY TECHNICAL INC 0.00 725.00 725.00 AP 00386604 12/20/2017 SAFETY CENTER INC 800.00 0.00 800.00 AP 00386605 12/20/2017 SAMS CLUB/SYNCHRONY BANK 51.87 0.00 51.87 AP 00386606 12/20/2017 SAN ANTONIO REGIONAL HOSPITAL 0.00 4,515.00 4,515.00 AP 00386607 12/20/2017 SAN BERNARDINO COUNTY SHERIFFS DEPT 3,206.20 0.00 3,206.20 AP 00386608 12/20/2017 SASSOON, LORI 90.42 0.00 90.42 AP 00386609 12/20/2017 SBPEA 1,625.25 0.00 1,625.25 AP 00386610 12/20/2017 SENECHAL, CALVIN 68.40 0.00 68.40 AP 00386611 12/20/2017 SHEAKLEY PENSION ADMINISTRATION 329.45 0.00 329.45 AP 00386612 12/20/2017 SHEAKLEY PENSION ADMINISTRATION 0.00 155.95 155.95 AP 00386613 12/20/2017 SHERIFFS COURT SERVICES 446.95 0.00 446.95 AP 00386614 12/20/2017 SIGN SHOP, THE 0.00 120.68 120.68 AP 00386615 12/20/2017 SILVER& WRIGHT LLP 4,037.00 2,086.50 6,123.50 *** AP 00386616 12/20/2017 SITEONE LANDSCAPE SUPPLY LLC 224.13 0.00 224.13 AP 00386617 12/20/2017 SO CALIF GAS COMPANY 0.00 81.13 81.13 AP 00386618 12/20/2017 SOLAR CITY CORPORATION 408,767.83 11,399.45 420,167.28 *** AP 00386623 12/20/2017 SOUTHERN CALIFORNIA EDISON 50,343.37 0.00 50,343.37 AP 00386624 12/20/2017 SOUTHERN CALIFORNIA EDISON 430.16 0.00 430.16 AP 00386625 12/20/2017 SOUTHERN CALIFORNIA EDISON 14,475.09 0.00 14,475.09 User: VLOPEZ - VERONICA LOPEZ Page: 11 Current Date: 01/09/2018 Report: CK -AGENDA -REG -PORTRAIT -CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA P12 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name Citv Fire Amount AP 00386626 12/20/2017 SOUTHERN CALIFORNIA EDISON 44,881.00 0.00 44,881.00 AP 00386627 12/20/2017 SOUTHERN CALIFORNIA EDISON 34,924.09 0.00 34,924.09 AP 00386628 12/20/2017 SOUTHERN CALIFORNIA EDISON 1,752.59 0.00 1,752.59 AP 00386629 12/20/2017 SOUTHLAND SPORTS OFFICIALS 391.00 0.00 391.00 AP 00386630 12/20/2017 STADNICKI, CHAD 1,226.00 0.00 1,226.00 AP 00386631 12/20/2017 STATE HUMANE ASSOCIATION OF CALIFORNIA 492.00 0.00 492.00 AP 00386632 12/20/2017 SYCAMORE VILLA MOBILE HOME PARK 300.00 0.00 300.00 AP 00386633 12/20/2017 TECH PRODUCTS INC 795.30 0.00 795.30 AP 00386634 12/20/2017 THE COUNSELING TEAM INTERNATIONAL 0.00 780.00 780.00 AP 00386635 12/20/2017 THEATRE COMPANY, THE 2,565.00 0.00 2,565.00 AP 00386636 12/20/2017 TRIMMER, PATRICIA A 91.76 0.00 91.76 AP 00386637 12/20/2017 TURF STAR INC 75.64 0.00 75.64 AP 00386638 12/20/2017 UNIQUE MANAGEMENT SERVICES INC 710.15 0.00 710.15 AP 00386639 12/20/2017 UNITED PACIFIC SERVICES INC 1,680.00 0.00 1,680.00 AP 00386640 12/20/2017 UNITED WAY 124.00 0.00 124.00 AP 00386641 12/20/2017 UNIVERSAL MARTIAL ARTS CENTERS 346.50 0.00 346.50 AP 00386642 12/20/2017 UPS 372.65 0.00 372.65 AP 00386643 12/20/2017 VANDERHAWK CONSULTING LLC 15,520.00 0.00 15,520.00 AP 00386644 12/20/2017 VERIZON 23.33 0.00 23.33 AP 00386649 12/20/2017 VERIZON WIRELESS - LA 6,176.11 0.00 6,176.11 AP 00386650 12/20/2017 VERIZON WIRELESS - LA 107.68 0.00 107.68 AP 00386651 12/20/2017 VICTOR MEDICAL COMPANY 3,694.17 0.00 3,694.17 AP 00386652 12/20/2017 VISION SERVICE PLAN CA 11,285.96 0.00 11,285.96 AP 00386653 12/20/2017 VOHNE LICHE KENNELS INC 125.00 0.00 125.00 AP 00386654 12/20/2017 VULCAN MATERIALS COMPANY 110.34 0.00 110.34 AP 00386655 12/20/2017 WALTERS WHOLESALE ELECTRIC CO 637.77 0.00 637.77 AP 00386656 12/20/2017 WAXIE SANITARY SUPPLY 1,409.61 0.00 1,409.61 AP 00386657 12/20/2017 WHITTIER FERTILIZER 1,907.18 0.00 1,907.18 AP 00386658 12/20/2017 WIRZ AND COMPANY 682.92 0.00 682.92 AP 00386659 12/21/2017 INLAND VALLEY DAILY BULLETIN 1,300.00 0.00 1,300.00 AP 00386660 12/21/2017 INLAND VALLEY DAILY BULLETIN 1,568.23 0.00 1,568.23 AP 00386661 12/21/2017 INTERSTATE BATTERIES 311.74 660.76 972.50 *** AP 00386662 12/21/2017 LIMS AUTO INC 1,995.37 0.00 1,995.37 AP 00386664 12/21/2017 OFFICE DEPOT 7,423.65 454.63 7,878.28 *** AP 00386665 12/21/2017 OVERDRIVE INC 107.98 0.00 107.98 AP 00386673 12/21/2017 SOUTHERN CALIFORNIA EDISON 20,512.49 2,043.00 22,555.49 *** AP 00386674 12/21/2017 VISTA PAINT 1,580.25 0.00 1,580.25 AP 00386675 12/21/2017 DEPARTMENT OF MOTOR VEHICLES 73.00 0.00 73.00 AP 00386676 12/21/2017 ELECNOR BELCO ELECTRIC INC 80,796.75 0.00 80,796.75 AP 00386677 12/21/2017 NUCI, JESSICA 2,300.00 0.00 2,300.00 AP 00386678 12/21/2017 SOUTHERN CALIFORNIA EDISON 133,906.40 0.00 133,906.40 AP 00386679 12/21/2017 RICHARDS WATSON AND GERSHON 34,123.71 0.00 34,123.71 AP 00386680 01/03/2018 A AND R TIRE SERVICE 486.19 0.00 486.19 AP 00386681 01/03/2018 ABDELAZIZ, MOHAMED A. 3,200.00 0.00 3,200.00 AP 00386683 01/03/2018 ABLE BUILDING MAINTENANCE 28,079.95 0.00 28,079.95 AP 00386684 01/03/2018 AFLAC GROUP INSURANCE 40.97 0.00 40.97 AP 00386685 01/03/2018 AFLAC GROUP INSURANCE 15,044.60 0.00 15,044.60 User: VLOPEZ - VERONICA LOPEZ Page: 12 Current Date: 01/09/2018 Report: CK -AGENDA -REG -PORTRAIT -CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA P13 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name Lity Fire Amount AP 00386686 01/03/2018 ALL AMERICAN ASPHALT 71,167.29 0.00 71,167.29 AP 00386687 01/03/2018 ALL CITIES TOOLS 0.00 529.48 529.48 AP 00386688 01/03/2018 ALL WELDING 530.00 0.00 530.00 AP 00386689 01/03/2018 ALLIED UNIVERSAL SECURITY SERVICES 15,504.00 0.00 15,504.00 AP 00386690 01/03/2018 APPLEINC. 4,111.38 0.00 4,111.38 AP 00386691 01/03/2018 AQUABIO ENVIRONMENTAL TECHNOLOGIES INC. 1,745.00 0.00 1,745.00 AP 00386692 01/03/2018 ARROW TRAILER SUPPLIES INC 64.54 0.00 64.54 AP 00386693 01/03/2018 AYANTRA INC. 4,032.00 0.00 4,032.00 AP 00386694 01/03/2018 BERTINO AUTOMOTIVE SERVICE 145.00 0.00 145.00 AP 00386695 01/03/2018 BEST GOLF CARTS INC. 273.64 0.00 273.64 AP 00386696 01/03/2018 BRIGHTVIEW LANDSCAPE SERVICES INC. 106,215.31 0.00 106,215.31 AP 00386697 01/03/2018 BUTSKO UTILITY DESIGN INC. 17,043.08 0.00 17,043.08 AP 00386698 01/03/2018 CAL PERS LONG TERM CARE 254.14 0.00 254.14 AP 00386699 01/03/2018 CALIFORNIA BANK & TRUST 28,267.27 0.00 28,267.27 AP 00386700 01/03/2018 CALIFORNIA SHOPPING CART RETRIEVAL CORP 140.00 0.00 140.00 AP 00386701 01/03/2018 CALIFORNIA, STATE OF 8.44 0.00 8.44 AP 00386702 01/03/2018 CALIFORNIA, STATE OF 60.00 0.00 60.00 AP 00386703 01/03/2018 CALIFORNIA, STATE OF 100.00 0.00 100.00 AP 00386704 01/03/2018 CALIFORNIA, STATE OF 215.42 0.00 215.42 AP 00386705 01/03/2018 CANNON, JENNIFER 160.00 0.00 160.00 AP 00386706 01/03/2018 CAPITOL ENQUIRY 63.79 0.00 63.79 AP 00386707 01/03/2018 CARQUEST AUTO PARTS 78.36 24.57 102.93 *** AP 00386708 01/03/2018 CCS ORANGE COUNTY JANITORIAL INC. 1,422.60 0.00 1,422.60 AP 00386709 01/03/2018 CHASING 7 DREAMS 25.94 0.00 25.94 AP 00386710 01/03/2018 CINTAS CORPORATION #150 0.00 306.50 306.50 AP 00386711 01/03/2018 CONVERGEONE INC. 15,047.00 0.00 15,047.00 AP 00386712 01/03/2018 CPS HR CONSULTING 4,000.00 0.00 4,000.00 AP 00386713 01/03/2018 CV STRATEGIES 7,016.55 0.00 7,016.55 AP 00386714 01/03/2018 D AND K CONCRETE COMPANY 2,133.81 0.00 2,133.81 AP 00386715 01/03/2018 DATA TICKET INC 6,527.11 0.00 6,527.11 AP 00386716 01/03/2018 DEPARTMENT OF JUSTICE 0.00 49.00 49.00 AP 00386717 01/03/2018 DEPARTMENT OF JUSTICE 2,153.00 0.00 2,153.00 AP 00386718 01/03/2018 DUMBELL MAN FITNESS EQUIPMENT, THE 125.00 0.00 125.00 AP 00386719 01/03/2018 DYNALECTRIC 110,385.82 0.00 110,385.82 AP 00386720 01/03/2018 EDWARD PROFESSIONAL ADVISORS 3,450.00 750.00 4,200.00 *** AP 00386721 01/03/2018 EIGHTH AVENUE ENTERPRISE LLC 618.24 0.00 618.24 AP 00386722 01/03/2018 EMPLOYMENT DEVELOPMENT DEPT. 60.00 0.00 60.00 AP 00386723 01/03/2018 ENN GEE CORP. 546.99 0.00 546.99 AP 00386724 01/03/2018 EXPERIAN 52.00 0.00 52.00 AP 00386725 01/03/2018 FLEET SERVICES INC. 0.00 39.30 39.30 AP 00386726 01/03/2018 FRONTIER COMM 2,304.57 659.46 2,964.03 *** AP 00386727 01/03/2018 FRONTIER COMM 1,451.33 0.00 1,451.33 AP 00386728 01/03/2018 GEOGRAPHICS 4,899.39 0.00 4,899.39 AP 00386729 01/03/2018 GEORGE HILLS COMPANY 742.95 0.00 742.95 AP 00386730 01/03/2018 GONSALVES AND SON,JOE A 3,000.00 0.00 3,000.00 AP 00386731 01/03/2018 GRAEBER, DIANNE 1,000.00 0.00 1,000.00 AP 00386732 01/03/2018 GRAINGER 529.32 0.00 529.32 User: VLOPEZ - VERONICA LOPEZ Page: 13 Current Date: 01/09/2018 Report: CK -AGENDA -PEG -PORTRAIT -CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA P14 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name City Fire Amount AP 00386733 01/03/2018 GRAVES & KING LLP 481.00 0.00 481.00 AP 00386734 01/03/2018 GREEN ROCK POWER EQUIPMENT 442.83 0.00 442.83 AP 00386735 01/03/2018 HERITAGE EDUCATION GROUP 366.00 0.00 366.00 AP 00386736 01/03/2018 HI WAY SAFETY INC 5.39 0.00 5.39 AP 00386737 01/03/2018 HMC ARCHITECTS 0.00 13,095.00 13,095.00 AP 00386738 01/03/2018 HOYT LUMBER CO., SM 0.00 5.42 5.42 AP 00386739 01/03/2018 ICC 0.00 55.00 55.00 AP 00386740 01/03/2018 INK SLINGER SCREEN PRINTING & EMBROIDERY 1,553.49 0.00 1,553.49 AP 00386741 01/03/2018 INLAND EMPIRE PROPERTY SERVICES INC 0.00 8,052.50 8,052.50 AP 00386742 01/03/2018 INTERROGATE INC 1,037.50 0.00 1,037.50 AP 00386743 01/03/2018 J & D GUILLIAM CONSTRUCTION INC 2,515.00 0.00 2,515.00 AP 00386744 01/03/2018 JOHN BURR CYCLES INC 533.80 0.00 533.80 AP 00386745 01/03/2018 JOHNSON, KEN 169.60 0.00 169.60 AP 00386746 01/03/2018 K -K WOODWORKING 43.06 0.00 43.06 AP 00386747 01/03/2018 KENNEDY EQUIPMENT INC 835.00 0.00 835.00 AP 00386748 01/03/2018 KLINGER, MARY K 192.00 0.00 192.00 AP 00386749 01/03/2018 KVAC ENVIRONMENTAL SERVICES INC 8,062.50 0.00 8,062.50 AP 00386750 01/03/2018 LAU, MELISSA 159.00 0.00 159.00 AP 00386751 01/03/2018 LEVERAGE INFORMATION SYSTEMS INC 7,801.57 0.00 7,801.57 AP 00386752 01/03/2018 LOYAL, MARIA 10.00 0.00 10.00 AP 00386753 01/03/2018 LUGO, SONIA 400.00 0.00 400.00 AP 00386754 01/03/2018 MARIPOSA LANDSCAPES INC 149,630.46 0.00 149,630.46 AP 00386755 01/03/2018 MARK CHRISTOPHER INC 320.46 0.00 320.46 AP 00386756 01/03/2018 MCELVENEY, JOHN 500.00 0.00 500.00 AP 00386757 01/03/2018 MCFADDEN DALE HARDWARE 146.32 0.00 146.32 AP 00386758 01/03/2018 MCMASTER CARR SUPPLY COMPANY 630.89 0.00 630.89 AP 00386759 01/03/2018 MEDLEY FIRE PROTECTION INC 517.70 0.00 517.70 AP 00386760 01/03/2018 MELLO, TERRI 147.60 0.00 147.60 AP 00386761 01/03/2018 MIDWEST TAPE 1,562.11 0.00 1,562.11 AP 00386762 01/03/2018 MOUNTAIN VIEW SMALL ENG REPAIR 19.38 0.00 19.38 AP 00386763 01/03/2018 NAKAI, KIRANPREET 500.00 0.00 500.00 AP 00386764 01/03/2018 NBS 6,720.00 0.00 6,720.00 AP 00386765 01/03/2018 NIGHTHAWK TOTAL CONTROL 133.75 0.00 133.75 AP 00386766 01/03/2018 NINOFANCO, ARVEE 250.00 0.00 250.00 AP 00386767 01/03/2018 ONTARIO WINNELSON CO 103.44 0.00 103.44 AP 00386768 01/03/2018 OPARC 396.00 0.00 396.00 AP 00386769 01/03/2018 PARS 3,500.00 0.00 3,500.00 AP 00386770 01/03/2018 PEP BOYS 50.67 0.00 50.67 AP 00386771 01/03/2018 PEPSI -COLA 711.08 0.00 711.08 AP 00386772 01/03/2018 PETES ROAD SERVICE INC 119.71 0.00 119.71 AP 00386773 01/03/2018 PINNACLE MEDICAL GROUP 100.00 0.00 100.00 AP 00386774 01/03/2018 PORAC 170.00 0.00 170.00 AP 00386775 01/03/2018 PORAC LEGAL DEFENSE FUND 229.50 0.00 229.50 AP 00386776 01/03/2018 PRE -PAID LEGAL SERVICES INC 96.59 0.00 96.59 AP 00386777 01/03/2018 PRISTINE UNIFORMS LLC 0.00 1,303.60 1,303.60 AP 00386778 01/03/2018 PRO -LINE INDUSTRIAL PRODUCTS INC 344.57 0.00 344.57 AP 00386779 01/03/2018 PSA PRINT GROUP 0.00 155.16 155.16 User: VLOPEZ - VERONICA LOPEZ Page: 14 Current Date: 01/09/2018 Report: CK -AGENDA -REG -PORTRAIT -CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA P15 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name LLt-Y Fire Amount AP 00386780 01/03/2018 RANCHO SMOG CENTER 35.00 0.00 35.00 AP 00386781 01/03/2018 REGENCY ENTERPRISES INC 1,980.53 0.00 1,980.53 AP 00386782 01/03/2018 RIDGELINE ROOFING 14,200.00 0.00 14,200.00 AP 00386783 01/03/2018 RJM DESIGN GROUP INC 23,871.43 0.00 23,871.43 AP 00386784 01/03/2018 RJM DESIGN GROUP INC 13,728.76 0.00 13,728.76 AP 00386785 01/03/2018 RMUS LLC 0.00 4,576.84 4,576.84 AP 00386786 01/03/2018 SAFETY KLEEN SYSTEMS INC 180.16 0.00 180.16 AP 00386787 01/03/2018 SBPEA 1,595.55 0.00 1,595.55 AP 00386788 01/03/2018 SC FUELS 33,549.07 0.00 33,549.07 AP 00386789 01/03/2018 SC FUELS 0.00 12,419.38 12,419.38 AP 00386790 01/03/2018 SC FUELS 0.00 837.97 837.97 AP 00386791 01/03/2018 SCMAF INLAND VALLEYS 260.00 0.00 260.00 AP 00386792 01/03/2018 SHERIFFS COURT SERVICES 446.95 0.00 446.95 AP 00386793 01/03/2018 SHOETERIA 515.00 0.00 515.00 AP 00386794 01/03/2018 SIGN SHOP, THE 768.59 351.53 1,120.12 *** AP 00386795 01/03/2018 SILVER & WRIGHT LLP 1,697.00 0.00 1,697.00 AP 00386796 01/03/2018 SITEONE LANDSCAPE SUPPLY LLC 202.20 0.00 202.20 AP 00386797 01/03/2018 SO CALIF GAS COMPANY 191.52 221.64 413.16 *** AP 00386798 01/03/2018 SOLAR CITY CORPORATION 155.00 155.00 310.00 *** AP 00386799 01/03/2018 SOLIS, SANDRA 17.77 0.00 17.77 AP 00386800 01/03/2018 SOUTH COAST REPERTORY 75.00 0.00 75.00 AP 00386801 01/03/2018 SOUTHERN CALIFORNIA EDISON 2,227.29 0.00 2,227.29 AP 00386802 01/03/2018 SPECIAL SERVICES GROUP LLC 3,000.00 0.00 3,000.00 AP 00386803 01/03/2018 STABILIZER SOLUTIONS INC 2,877.33 0.00 2,877.33 AP 00386804 01/03/2018 STANLEY R HOFFMAN ASSOCIATES INC 2,717.80 0.00 2,717.80 AP 00386805 01/03/2018 STEWARD, JOSHUA 207.50 0.00 207.50 AP 00386806 01/03/2018 STOR'EM SELF STORAGE 925.00 0.00 925.00 AP 00386807 01/03/2018 TOVEY/SHULTZ CONSTRUCTION INC 537,078.19 0.00 537,078.19 AP 00386808 01/03/2018 UNITED PACIFIC SERVICES INC 73,737.74 0.00 73,737.74 AP 00386809 01/03/2018 UNITED WAY 124.00 0.00 124.00 AP 00386810 01/03/2018 UPS 13.16 0.00 13.16 AP 00386811 01/03/2018 VORTEX INDUSTRIES INC 723.00 0.00 723.00 AP 00386812 01/03/2018 WALTERS WHOLESALE ELECTRIC CO 3,261.35 0.00 3,261.35 AP 00386813 01/03/2018 WAXIE SANITARY SUPPLY 960.66 1,614.59 2,575.25 *** AP 00386814 01/03/2018 WESTERLIN, MERRY 500.00 0.00 500.00 AP 00386815 01/03/2018 WHITE CAP CONSTRUCTION SUPPLY 682.15 0.00 682.15 AP 00386816 01/03/2018 WILLIAM RAY ENGVALL JR 35,000.00 0.00 35,000.00 AP 00386817 01/03/2018 WINZER CORPORATION 0.00 272.82 272.82 AP 00386818 01/03/2018 YANCY, MICHELLE 103.26 0.00 103.26 AP 00386819 01/04/2018 ABC LOCKSMITHS 184.72 0.00 184.72 AP 00386820 01/04/2018 AIRGAS USA LLC 0.00 256.20 256.20 AP 00386821 01/04/2018 DUNN EDWARDS CORPORATION 254.90 0.00 254.90 AP 00386822 01/04/2018 EMCOR SERVICE 6,235.00 2,645.00 8,880.00 *** AP 00386823 01/04/2018 FORD OF UPLAND INC 1,184.44 0.00 1,184.44 AP 00386824 01/04/2018 LIMS AUTO INC 620.20 0.00 620.20 AP 00386826 01/04/2018 OFFICE DEPOT 2,388.23 0.00 2,388.23 AP 00386827 01/04/2018 ORKIN PEST CONTROL 224.00 1,470.00 1,694.00 *** User: VLOPEZ - VERONICA LOPEZ Page: 15 Current Date: 01/09/2018 Report: CK_AGENDA REG .PORTRAIT CONSOLIDATED - CK: Agenda Check Register Portrait 1 Time: 15:37:21 Total City: $8,926,764.97 CITY OF RANCHO CUCAMONGA $1,244,850.95 Grand Total: P16 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name Citv Fire Amount AP 00386828 01/04/2018 SUNRISE FORD 657.97 0.00 657.97 AP 00386829 01/04/2018 CHARTER COMMUNICATIONS 10,745.94 4,339.36 15,085.30 *** AP 00386830 01/04/2018 RICO, ERIC 8,245.15 0.00 8,245.15 Total City: $8,926,764.97 Total Fire: $1,244,850.95 Grand Total: $10,171,615.92 Note: *** Check Number includes both City and Fire District expenditures User: VLOPEZ - VERONICA LOPEZ Page: 16 Current Date; 01/09/2018 Report: CK -AGENDA -REG -PORTRAIT -CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 REPORT DATE: January 17, 2018 TO: President and Members of the Board of Directors FROM: John R. Gillison, City Manager INITIATED BY: Linda A. Troyan, MMC, City Clerk Services Director SUBJECT: CONSIDERATION OF RESOLUTION NO. FD18-001 ADOPTING A NEW FIRE DISTRICT RECORDS RETENTION SCHEDULE, AUTHORIZING DESTRUCTION OF CERTAIN DISTRICT RECORDS AND RESCINDING PREVIOUS RECORDS RETENTION SCHEDULES RECOMMENDATION: Staff recommends that the Fire District Board adopt Resolution No. FD18-001 adopting a new Fire District Records Retention Schedule, authorizing destruction of certain obsolete District Records, and rescinding previous Records Retention Schedules. BACKGROUND: In conjunction with the City-wide Records Retention project, the Fire District Records Retention Schedule was also prepared by Gladwell Governmental Services, Inc., an expert in local government records and reviewed by District Counsel. Revisions were necessary to ensure that the District has an up-to-date inventory of documents and that current administrative procedures and legal mandates are applied. The District's Records Retention Schedule was last updated in 2014. ANALYSIS: A Records Retention Schedule provides an agency with the legal authority to dispose of records entrusted to its care. It certifies the life, care, and disposition of all agency records. Disposition may include sending appropriate records to an off-site storage facility, recycling unneeded records, and/or destroying unneeded records. Once records have fulfilled their administrative, fiscal or legal function, they should be disposed of as soon as possible in accordance with the established retention schedule. Keeping records beyond the retention period causes a burden on staff with more documents to manage, slows down response time to public records requests and extends the agency's legal liability. The new District Records Retention Schedule was reviewed with representatives from the Fire District participating in the project. The updated Schedule provides specific record descriptions and retention periods and applies current law and technology to the management of the District's records. By establishing clear retention periods for categories of records, the District will realize significant savings in labor costs, storage costs, free filing cabinet and office space, and realize operational efficiencies. Page 1 of 2 FIRE DISTRICT STAFF REPORT RECORDS RETENTION JANUARY 17, 2018 P18 The retention periods are in compliance with all laws and are standard business practice for California Fire Districts. It is standard business practice for Fire Districts to authorize the routine destruction of records that have exceeded their adopted retention period. To streamline records destruction processing, and with the consent of the Fire Chief, City Clerk Services Director, City Manager and District Counsel, this type of record will be authorized to be destroyed without further action by the Board per the District approved Retention Schedule. FISCAL IMPACT: The Fire District will realize significant savings both in labor and storage expenses; including the reduction of future storage costs. COUNCIL GOAL(S) ADDRESSED: This item addresses City Council Goal(s): ENHANCING PREMIER COMMUNITY STATUS - by offering excellent professional services to all customers. MID AND LONG-RANGE PLANNING — by adopting a uniformed District file archive and retention system, preparing a schedule for each department and implementing the system. ATTACHMENTS: Attachment 1 — Resolution No. FD18-001 adopting a new Fire District Records Retention Schedule consisting of: A. How to Use Records Retention Schedules B. Records Retention Legend C. Records Retention schedules for: City-wide (applies to the Fire District) Finance (applies to the Fire District) Fire District Page 2 of 2 s 10. RESOLUTION NO. FD18-001 A RESOLUTION OF THE BOARD OF DIRECTORS OF THE RANCHO CUCAMONGA FIRE PROTECTION DISTRICT, ADOPTING A NEW FIRE DISTRICT RECORDS RETENTION SCHEDULE, AUTHORIZING DESTRUCTION OF CERTAIN DISTRICT RECORDS, AND RESCINDING PREVIOUS RECORDS RETENTION SCHEDULES WHEREAS, the maintenance of numerous records is expensive, slows document retrieval, -and is not necessary after a certain period of time for the effective and efficient operation of the government of the Rancho Cucamonga Fire Protection District; and WHEREAS, California Health & Safety Code Section 13868 and Government Code Section 60200 provides that the legislative body of a fire protection district may authorize at any time the destruction or disposition of any duplicate record, paper, or document, the original or a permanent photographic record of which is in the files of any officer or department of the district; and WHEREAS, California Government Code Section 60201 provides that District records which have served their purpose, which are not expressly required by law to be filed and preserved, and which will not adversely affect any interest of the district or public may be destroyed; WHEREAS, the District has a procedure to maintain a list of the types of records destroyed or disposed of that reasonably identifies the information contained in the records in each category; WHEREAS, the District adopted Resolution No FD14-050 adopting a records retention schedule; NOW, THEREFORE, THE BOARD OF DIRECTORS OF THE RANCHO CUCAMONGA FIRE PROTECTION DISTRICT DOES RESOLVE AS FOLLOWS: Section 1. Resolution No FD14-050 and all previous resolutions adopting records retention schedules are hereby rescinded and replaced with the Fire District Records Retention Schedule adopted herein. Section 2. The Board of Directors hereby adopts as its District Records Retention Schedule, the District Records Retention Schedule set forth in Exhibit "A" attached hereto and incorporated by reference herein. The Board of Directors hereby finds that the destruction or disposition of records in Exhibit A that have exceeded the retention periods set forth therein, will not adversely affect any interest of the District or the public. Section 3. The records of the Rancho Cucamonga Fire Protection District, as set forth in the Fire District Records Retention Schedule in Exhibit A, are hereby authorized to be destroyed as provided by California Health & Safety Code Section 13868 and Government Code Section 60200 and 01, et seq., and in accordance with the provisions of said Schedule and District policies and procedures, without further action by the District's Board of Directors. Section 4. The term "records" as used herein shall include documents, instructions, books, microforms, electronic files, magnetic tape, optical media, and/or papers, regardless of media, as defined by the California Public Records Act. ATTACHMENT 1 RESOLUTION NO. FD18-001 - Page 1 of 2 P20 Section 5. The Clerk of the Board of Directors shall certify to the passage and adoption of this resolution and enter it into the book of original resolutions. Section 6. This resolution shall become effective immediately upon its passage and adoption. PASSED, APPROVED AND ADOPTED this day of , 2018. APPROVED AS TO FORM: District Counsel RESOLUTION NO. FD18-001 - Page 2 of 2 EXHIBIT A HOW TO USE RETENTION SCHEDULES 01995-2018 Gladwell Governmental Services, Inc. (909) 337-3516 - all rights reserved Do not duplicate or distribute without prior written permission A legend explaining the information presented in the retention schedule has been printed on the back of each page for your easy reference; an index to locate records is also provided. The specified retention period applies regardless of the media of the record: If a record is stored on paper and a computer file on a hard drive, both records should be destroyed (or erased) after the specified period of time has elapsed. Copies or duplicates of records should never be retained longer than the prescribed period for the original record. STRUCTURE: CITYWIDE, DEPARTMENTS & DIVISIONS The City-wide retention schedule includes those records all departments have in common (letters, memorandums, purchase orders, etc.). These records are NOT repeated in the Department retention schedule, unless that department is the Office of Record, and therefore responsible for maintaining the original record for the prescribed length of time. Each department has a separate retention schedule that describes the records that are unique to their department, or for which they are the Office of Record. Where appropriate, the department retention schedules are organized by Division within that Department. If a record is not listed in your department retention schedule, refer to the City-wide retention schedule. An index will be provided for your reference. BENEFITS This retention schedule has been developed by Diane R. Gladwell, MMC, an expert in Municipal Government records, and will provide the City with the following benefits: • Reduce administrative expenses, expedite procedures • Free filing cabinet and office space • Reduce the cost of records storage • Eliminate duplication of effort within the City • Find records faster • Easier purging of file folders • Determine what media should be used to store records For questions, please contact the City Clerk. AUTHORIZATION TO DESTROY RECORDS: Destruction of an original record that has exceeded its retention period must be authorized according to City Policies & Procedures prior to destroying it. • If there is a minimum retention ("Minimum 2 years"), destruction of the document must be authorized before it is destroyed, as it is an original record. Copies, drafts, notes and non -records do NOT require authorization, and can be destroyed "When No Longer Required." • If there is NOT a minimum retention ("When No Longer Required"), it does NOT need to be authorized prior to destruction, as it is a preliminary draft / transitory record or a copy. On every page of the schedules (near the top, just under the column headings) are important instructions, including instructions regarding holds on destroying records. "Litigation, complaints, claims, public records act requests, audits and/or investigations suspend normal retention periods (retention resumes after settlement or completion)." 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C v W N a N >L a) y i N M > Q f:3 . 0 m lL y a ' , aui c S O y w T O Z+ o _ U : m y w 0 76 m 9 w c C-6 S •0 `o ai o�j ai O °' w m otS v CF w, 0 00,E N O 0N C 7 co U J (n J N O aNi :- O _ cZ a) o m iL °� o a .� o 0 m .23 co N cn M U m O- 0 N fD N x ID C Q a c N O C L to Q N (n a LL T 2 a a) 0 m V c ai = c O y m € 0 �. z ate' 0 0 a m s 0 0«$ o c o f > m aa) aa) W SEE mU�m�CD y m v'� ❑ a)E y"_ -u, a) a) a► C rn c a c m m m a c a V m C1 5 m Q v o a) w w w m m Q ❑ 0 L W LL Uw a) �C') cU' 0 m C7 c W d N N w N O O r N Cl) LO ) o y L EO O O O O O O O ,a) w 4)U) 3 U c •E LLL U- LLLUi U- LLL LLL .y a) � a o v m o `o a con o o a O n O OL o O 0 o C O 0 0 LL c - 0 OO ID m m m m m J ) LL W afar IL J _I LL P57 G N U Z a) U) m c a� E CDO U _m U' O N rn d Iu n CO) LL a) 0) M CL W w LL P58 O fl. O 0 g C O o 0 LL 0 f0) U •= Q' N O) U N ca C N QT ,q M O C w Oa•7 i:(O- ai ai �= aa))�MU c V Q U ` N N CO U - o U) N U C w O Q, w a) N 0 'O Q CO O) U in °' E a m " v L U r� U E U M 'EC p r O ON co O L IL mew Q a0 O aa))coo co) aa) mrnU o 0 co — >, M U A � o y L p p CLdd m m E a � M d O w N N0 0 O to � E E 11 1 O N O M E o •� °) L p) 0 c a CL a CL O 42 m i6 c o ° i °' m W a c M N C N N 0c C N (o coC N N O co o O a, E a) O V a >, ~ O C T d �' ❑ a,N W d Q.' N t c N a + h Z3 V V Z h d SU oa m _ d h y ) 0 N O O C y > M N t`) w 0 0 C) O a a) O .- T a C C T Q. C a) 7 N ca c�>w Q) a o m m w aEli ai ui c M n N .0 c C Uco 0 0Z U_ 0 m a) ,C �' U N O •- a N C O' vi .-` O aci N c 0 m N E W cO w Q_ °� _ )) N ,D a 0 0 '= 7 U U O a) m O N C3- .2 Lj w N W[ N tf O a1 o N O -, 00 ca (9 a) . a` U m U ,U c O m N 75 Q o n O)L N 'p m U 4) U rh NJ i CITY OF RANCHO CUCAMONGA P59 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name Citv Fire Amount AP 00007562 12/13/2017 ALL CITY MANAGEMENT SERVICES INC. 36,542.51 0.00 36,542.51 AP 00007563 12/13/2017 BUREAU OF RECLAMATION 873.07 0.00 873.07 AP 00007564 12/13/2017 EXELON GENERATION CO. 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VERONICA LOPEZ Page: 3 Current Date: 01/09/2018 Report: CK_AGENDA_REG_PORTRAIT_CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA P62 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name Citv Fire Amount AP 00386232 12/13/2017 HEILIG, KELLY 336.00 0.00 336.00 AP 00386233 12/13/2017 HEMPHILL, JEFFREY 142.00 0.00 142.00 AP 00386234 12/13/2017 HILLS PET NUTRITION SALES INC 657.42 0.00 657.42 AP 00386235 12/13/2017 HOSE MAN INC 32.16 0.00 32.16 AP 00386236 12/13/2017 HOYT LUMBER CO., SM 0.00 21.67 21.67 AP 00386237 12/13/2017 HUSSAIN, ROSE 48.77 0.00 48.77 AP 00386238 12/13/2017 INLAND BUILDING CONSTRUCTION CO INC 4,010.00 0.00 4,010.00 AP 00386239 12/13/2017 INLAND EMPIRE HEALTH PLAN 100.00 0.00 100.00 AP 00386240 12/13/2017 INLAND EMPIRE UNITED WAY 0.00 20.00 20.00 AP 00386241 12/13/2017 INTERNATIONAL LINE BUILDERS INC 12,178.00 0.00 12,178.00 AP 00386242 12/13/2017 INTERWEST CONSULTING GROUP INC 9,389.89 0.00 9,389.89 AP 00386243 12/13/2017 JOHN BURR CYCLES INC 1,375.59 0.00 1,375.59 AP 00386244 12/13/2017 JOUD CONSTRUCTION COMPANY INC 100.00 0.00 100.00 AP 00386245 12/13/2017 K -K WOODWORKING 84.51 0.00 84.51 AP 00386246 12/13/2017 KAUR, SUKHJINDER 101.68 0.00 101.68 AP 00386247 12/13/2017 KINKEAD ENTERTAINMENT AGENCY, THE 32,550.00 0.00 32,550.00 AP 00386248 12/13/2017 KOWALSKI, KIMBERLY 64.33 0.00 64.33 AP 00386249 12/13/2017 KRIEGER, ED 300.00 0.00 300.00 AP 00386250 12/13/2017 LANDCARE USA LLC 52,133.33 0.00 52,133.33 AP 00386251 12/13/2017 LEVEL 3 COMMUNICATIONS LLC 5,291.57 0.00 5,291.57 AP 00386252 12/13/2017 LEVERAGE INFORMATION SYSTEMS INC 548.37 0.00 548.37 AP 00386253 12/13/2017 LIEBERT CASSIDY WHITMORE 2,056.00 704.00 2,760.00 *** AP 00386254 12/13/2017 LIGHTHOUSE, THE 507.84 0.00 507.84 AP 00386255 12/13/2017 LOPEZ, VERONICA 128.05 0.00 128.05 AP 00386257 12/13/2017 LOWES COMPANIES INC. 6,408.89 1,163.18 7,572.07 *** AP 00386258 12/13/2017 MADOLE AND ASSOCIATES INC 8,320.00 0.00 8,320.00 AP 00386259 12/13/2017 MAGELLAN ADVISORS LLC 28,977.27 0.00 28,977.27 AP 00386260 12/13/2017 MAGELLAN ADVISORS LLC 49,575.00 0.00 49,575.00 AP 00386261 12/13/2017 MARIPOSA LANDSCAPES INC 52,530.25 2,416.32 54,946.57 *** AP 00386262 12/13/2017 MARK CHRISTOPHER INC 177.19 0.00 177.19 AP 00386263 12/13/2017 MARLINK SA INC 0.00 162.00 162.00 AP 00386264 12/13/2017 MATLOCK DESIGN BUILD INC 1,365.00 0.00 1,365.00 AP 00386265 12/13/2017 MCCLAIN, SAUNDRA 1,066.00 0.00 1,066.00 AP 00386266 12/13/2017 MCCLIMAN, MIKE 0.00 93.72 93.72 AP 00386267 12/13/2017 MCCOY, CHARLES 160.00 0.00 160.00 AP 00386268 12/13/2017 MICKEY, DAVE 833.00 0.00 833.00 AP 00386269 12/13/2017 MIDWEST TAPE 112.55 0.00 112.55 AP 00386270 12/13/2017 MIER CONSTRUCTION 5.19 0.00 5.19 AP 00386271 12/13/2017 MIJAC ALARM COMPANY 9,852.00 0.00 9,852.00 AP 00386272 12/13/2017 MONROVIA, CITY OF 1,500.00 0.00 1,500.00 AP 00386273 12/13/2017 MUNOZ, GIOIA 37.36 0.00 37.36 AP 00386274 12/13/2017 MUNOZ, LOU 166.88 0.00 166.88 AP 00386275 12/13/2017 MURRAY & ASSOCIATES, BOB 8,000.00 0.00 8,000.00 AP 00386276 12/13/2017 NAEEM, FARZANA 28.02 0.00 28.02 AP 00386277 12/13/2017 NANTES, YVONNE 500.00 0.00 500.00 AP 00386278 12/13/2017 NAPA AUTO PARTS 7.14 17.42 24.56 *** AP 00386279 12/13/2017 NATIVE SON ALEHOUSE 1,225.00 0.00 1,225.00 User: VLOPEZ - VERONICA LOPEZ Page: 4 Current Date: 01/09/2018 Report: CK_AGENDA_REG_PORTRAIT_CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA P63 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name City Fire Amount AP 00386280 12/13/2017 NAULLS, DIANE 100.00 0.00 100.00 AP 00386281 12/13/2017 NBS 19,247.68 0.00 19,247.68 AP 00386282 12/13/2017 NEOPOST USA INC 43.10 0.00 43.10 AP 00386283 12/13/2017 NINYO & MOORE 5,372.50 0.00 5,372.50 AP 00386284 12/13/2017 NOEL, COLETTE 39.43 0.00 39.43 AP 00386285 12/13/2017 NPI PRODUCTION SERVICES INC 25,500.00 0.00 25,500.00 AP 00386286 12/13/2017 OATES, DORA 66.58 0.00 66.58 AP 00386287 12/13/2017 OC TANNER RECOGNITION COMPANY 16,261.23 0.00 16,261.23 AP 00386288 12/13/2017 OCCUPATIONAL HEALTH CTRS OF CA 1,055.07 571.61 1,626.68 *** AP 00386289 12/13/2017 OCLC INC 55.41 0.00 55.41 AP 00386290 12/13/2017 ODEN, IVEN 10.38 0.00 10.38 AP 00386291 12/13/2017 OLS SERVICE INC. 533.36 0.00 533.36 AP 00386292 12/13/2017 ONTARIO WINNELSON CO 661.87 39.85 701.72 *** AP 00386293 12/13/2017 ORTIZ, JOSIE 15.32 0.00 15.32 AP 00386294 12/13/2017 OSBORN, DANIEL 48.77 0.00 48.77 AP 00386295 12/13/2017 OWENSBY, TYLER 50.85 0.00 50.85 AP 00386296 12/13/2017 PETES ROAD SERVICE INC 583.80 0.00 583.80 AP 00386297 12/13/2017 POWERS, TASHA 250.00 0.00 250.00 AP 00386298 12/13/2017 PUTNAM, D'ANIELLA 21.83 0.00 21.83 AP 00386299 12/13/2017 RAMIREZ, PETE 285.32 0.00 285.32 AP 00386300 12/13/2017 RAMOS, SALUD 10.37 0.00 10.37 AP 00386301 12/13/2017 RANCHO BASEBALL LLC 107.83 0.00 107.83 AP 00386302 12/13/2017 RANCHO CUCAMONGA FONTANA FAMILY YMCA 16,246.06 0.00 16,246.06 AP 00386303 12/13/2017 RANCHO MALL LLC 3,450.00 0.00 3,450.00 AP 00386304 12/13/2017 RANCHO SMOG CENTER 140.00 0.00 140.00 AP 00386305 12/13/2017 RANDALL, SUE 10.37 0.00 10.37 AP 00386306 12/13/2017 RAZA,MOHAMMED 157.04 0.00 157.04 AP 00386307 12/13/2017 BEANO, CHARLES 58.00 0.00 58.00 AP 00386308 12/13/2017 RICHARDS WATSON AND GERSHON 40,768.12 9,308.40 50,076.52 *** AP 00386309 12/13/2017 RIVAS, CHRISTINE 25.27 0.00 25.27 AP 00386310 12/13/2017 RIVAS, HENRY 197.12 0.00 197.12 AP 00386311 12/13/2017 RIVERA, MARTINA 250.00 0.00 250.00 AP 00386312 12/13/2017 RJM DESIGN GROUP INC 15,610.62 0.00 15,610.62 AP 00386313 12/13/2017 RK DIVERSIFIED ENTERTAINMENT INC 2,720.00 0.00 2,720.00 AP 00386314 12/13/2017 RODRIGUEZ, KIMBERLY 10.41 0.00 10.41 AP 00386315 12/13/2017 ROSALES, AGNES 250.00 0.00 250.00 AP 00386316 12/13/2017 ROTO ROOTER 0.00 350.00 350.00 AP 00386317 12/13/2017 RUIZ, ANDREA 25.86 0.00 25.86 AP 00386318 12/13/2017 RUIZ-SANCHEZ, ELBA 15.56 0.00 15.56 AP 00386319 12/13/2017 SADEGHI, MAHBOOBEH 5.19 0.00 5.19 AP 00386320 12/13/2017 SAFELITE FULFILLMENT INC 276.49 0.00 276.49 AP 00386321 12/13/2017 SAKREKOV, SUSAN 22.83 0.00 22.83 AP 00386322 12/13/2017 SAN BERNARDINO COUNTY SHERIFFS DEPT 24,679.52 0.00 24,679.52 AP 00386323 12/13/2017 SAN BERNARDINO COUNTY TRANSPORTATION AUTF 14,821.46 0.00 14,821.46 AP 00386324 12/13/2017 SAN BERNARDINO CTY FPO ASSOCIATION 0.00 180.00 180.00 AP 00386325 12/13/2017 SAN BERNARDINO, CITY OF 1,485.00 0.00 1,485.00 AP 00386326 12/13/2017 SANDOVAL, BIBIANA 92.33 0.00 92.33 User: VLOPEZ - VERONICA LOPEZ Page: 5 Current Date: 01/09/2018 Report: CK -AGENDA -REG -PORTRAIT -CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA P64 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name City Fire Amount AP 00386327 12/13/2017 SANTIAGO LIBRARY SYSTEM 84.00 0.00 84.00 AP 00386328 12/13/2017 SANTILLANEZ, DAVID 41.51 0.00 41.51 AP 00386329 12/13/2017 SC FUELS 0.00 1,204.25 1,204.25 AP 00386330 12/13/2017 SC FUELS 0.00 933.19 933.19 AP 00386331 12/13/2017 SCHAEFFER MANUFACTURING COMPANY 0.00 286.17 286.17 AP 00386332 12/13/2017 SCHENE, PATTY 53.96 0.00 53.96 AP 00386333 12/13/2017 SEGURA, VALERIE 88.19 0.00 88.19 AP 00386334 12/13/2017 SEIBEL, CHRIS 28.86 0.00 28.86 AP 00386335 12/13/2017 SEUMALO, MISAKO 11.42 0.00 11.42 AP 00386336 12/13/2017 SHAH, MICHELLE 10.41 0.00 10.41 AP 00386337 12/13/2017 SHOETERIA 907.29 0.00 907.29 AP 00386338 12/13/2017 SHRED IT USA LLC 190.95 0.00 190.95 AP 00386339 12/13/2017 SHRED PROS 0.00 35.00 35.00 AP 00386340 12/13/2017 SIGN SHOP, THE 350.19 0.00 350.19 AP 00386341 12/13/2017 SIMMONS, HENRIETTA 54.33 0.00 54.33 AP 00386342 12/13/2017 SISK, LEANNA 10.41 0.00 10.41 AP 00386343 12/13/2017 SITEONE LANDSCAPE SUPPLY LLC 1,352.56 0.00 1,352.56 AP 00386344 12/13/2017 SMITH, CHARLOTTE 10.00 0.00 10.00 AP 00386345 12/13/2017 SOUND IMAGE INC 30,997.07 0.00 30,997.07 AP 00386350 12/13/2017 SOUTHERN CALIFORNIA EDISON 34,158.47 1,436.32 35,594.79 *** AP 00386351 12/13/2017 SOUTHERN CALIFORNIA EDISON 1,024.74 0.00 1,024.74 AP 00386352 12/13/2017 SOUTHERN CALIFORNIA EDISON 2,462.49 0.00 2,462.49 AP 00386353 12/13/2017 SPELLMAN, LISA M 21.83 0.00 21.83 AP 00386354 12/13/2017 SPRINT 0.00 131.97 131.97 AP 00386355 12/13/2017 SRIVASTAVA, SHALINI 22.83 0.00 22.83 AP 00386356 12/13/2017 STANDARD INSURANCE COMPANY 3,979.02 0.00 3,979.02 AP 00386357 12/13/2017 STANDARD INSURANCE COMPANY 14,181.56 0.00 14,181.56 AP 00386358 12/13/2017 STANDARD INSURANCE COMPANY 14,181.56 0.00 14,181.56 AP 00386359 12/13/2017 STORAGE CONTAINER.COM 203.50 0.00 203.50 AP 00386360 12/13/2017 STORYBOOK ADVENTURES LLC 120.00 0.00 120.00 AP 00386361 12/13/2017 STOTZ EQUIPMENT 667.29 0.00 667.29 AP 00386362 12/13/2017 STREAMLINE PRESS INC 121.22 0.00 121.22 AP 00386363 12/13/2017 SUDHAKAR, SAMUEL 28.86 0.00 28.86 AP 00386364 12/13/2017 SWRCB FEES 42,974.00 0.00 42,974.00 AP 00386365 12/13/2017 SYSCO LOS ANGELES INC 464.92 0.00 464.92 AP 00386366 12/13/2017 TACKOOR, YVONNE 22.83 0.00 22.83 AP 00386367 12/13/2017 TALAMANTES, ARLENE 273.91 0.00 273.91 AP 00386368 12/13/2017 TALWAR, PREETHI 71.59 0.00 71.59 AP 00386369 12/13/2017 TAYLOR, ELAYN J 160.00 0.00 160.00 AP 00386370 12/13/2017 THE COUNSELING TEAM INTERNATIONAL 0.00 600.00 600.00 AP 00386371 12/13/2017 THOMPSON PLUMBING SUPPLY INC 14.36 0.00 14.36 AP 00386372 12/13/2017 THOMSON REUTERS WEST PUBLISHING CORP 347.55 0.00 347.55 AP 00386373 12/13/2017 TIMPERIO, CASSIE 17.64 0.00 17.64 AP 00386374 12/13/2017 TOMCO LLC 2,460.00 0.00 2,460.00 AP 00386375 12/13/2017 TRADER LEONARD 20.76 0.00 20.76 AP 00386376 12/13/2017 TRAN, HANNAH 72.70 0.00 72.70 AP 00386377 12/13/2017 TULAO, LORCELI 22.83 0.00 22.83 User: VLOPEZ - VERONICA LOPEZ Page: 6 Current Date: 01/09/2018 Report; CK_AGENDA_REG_PORTRAIT_CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA P65 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name Citv Fire Amount AP 00386378 12/13/2017 U.S. BANK PARS ACCT#6746022500 26,104.71 0.00 26,104.71 AP 00386379 12/13/2017 U.S. BANK PARS ACCT #6746022500 1,508.84 0.00 1,508.84 AP 00386380 12/13/2017 UNITED PACIFIC SERVICES INC 21,861.00 0.00 21,861.00 AP 00386381 12/13/2017 UPS 13.28 0.00 13.28 AP 00386382 12/13/2017 VAIL, NANCY 91.68 0.00 91.68 AP 00386383 12/13/2017 VALUE LINE PUBLISHING INC 1,000.00 0.00 1,000.00 AP 00386384 12/13/2017 VARGAS AND RAMIREZ SPORTS 10,397.44 0.00 10,397.44 AP 00386385 12/13/2017 VERIZON WIRELESS - LA 60.12 0.00 60.12 AP 00386386 12/13/2017 VERIZON WIRELESS - LA 100.94 0.00 100.94 AP 00386387 12/13/2017 VERIZON WIRELESS - LA 182.89 0.00 182.89 AP 00386388 12/13/2017 VERIZON WIRELESS - 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VERONICA LOPEZ Page: 7 Current Date: 01/09/2018 Report: CK -AGENDA -REG -PORTRAIT -CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA P66 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name LLq Fire Amount AP 00386430 12/14/2017 SUNRISE FORD 12.05 0.00 12.05 AP 00386431 12/14/2017 ABC LOCKSMITHS 87.28 0.00 87.28 AP 00386432 12/14/2017 AIRGAS USA LLC 0.00 126.77 126.77 AP 00386433 12/14/2017 BIBLIOTHECA LLC 4,242.25 0.00 4.242.25 AP 00386434 12/14/2017 EMCOR SERVICE 5,365.00 0.00 5,365.00 AP 00386435 12/14/2017 HOLLIDAY ROCK CO INC 13,199.90 0.00 13,199.90 AP 00386436 12/19/2017 CURATALO, JAMES 0.00 1,618.70 1,618.70 AP 00386437 12/19/2017 KIRKPATRICK, WILLIAM 0.00 1,461.55 1,461.55 AP 00386438 12/19/2017 LONCAR, PHILIP 0.00 1,152.40 1,152.40 AP 00386439 12/19/2017 TOWNSEND, JAMES 0.00 1,618.70 1,618.70 AP 00386440 12/19/2017 WALKER, KENNETH 0.00 249.30 249.30 AP 00386441 12/19/2017 TANKO LIGHTING 304,036.12 0.00 304,036.12 AP 00386442 12/20/2017 A AND R TIRE SERVICE 1,234.29 0.00 1.234.29 AP 00386443 12/20/2017 ADVANCED UTILITY SYSTEMS CORP. 36,771.45 0.00 36,771.45 AP 00386444 12/20/2017 AFLAC GROUP INSURANCE 40.97 0.00 40.97 AP 00386445 12/20/2017 ALFARO COMMUNICATIONS CONSTRUCTION INC 422,195.32 0.00 422,195.32 AP 00386446 12/20/2017 ALL AMERICAN ASPHALT 375,972.00 0.00 375,972.00 AP 00386447 12/20/2017 ALL WELDING 70.00 0.00 70.00 AP 00386449 12/20/2017 ALLIED UNIVERSAL SECURITY SERVICES 48,450.88 0.00 48,450.88 AP 00386450 12/20/2017 ALLSTAR AUTO CENTER 366.48 0.00 366.48 AP 00386451 12/20/2017 ALTA VISTA MOBILE HOME PARK 500.00 0.00 500.00 AP 00386452 12/20/2017 AMTECH ELEVATOR SERVICES 44,445.00 0.00 44,445.00 AP 00386453 12/20/2017 APWA 60.00 0.00 60.00 AP 00386454 12/20/2017 AROCHO, ALMA 990.00 0.00 990.00 AP 00386455 12/20/2017 ARROWHEAD CREDIT UNION 20,000.00 0.00 20,000.00 AP 00386456 12/20/2017 ASSI SECURITY 370.00 0.00 370.00 AP 00386457 12/20/2017 AYRES, SETH 62.57 0.00 62.57 AP 00386458 12/20/2017 BAUER COMPRESSORS 0.00 20,429.40 20,429.40 AP 00386459 12/20/2017 BERCH, DAVID M. 0.00 249.95 249.95 AP 00386460 12/20/2017 BOOT BARN INC. 355.00 0.00 355.00 AP 00386461 12/20/2017 BRIGHTVIEW LANDSCAPE SERVICES INC. 18,194.17 0.00 18,194.17 AP 00386462 12/20/2017 BULMER, EUAN 0.00 270.00 270.00 AP 00386466 12/20/2017 C V W D 110,414.54 646.94 111,061.48 *** AP 00386467 12/20/2017 CA LLC - DBA ALTA LAGUNA MHP 600.00 0.00 600.00 AP 00386468 12/20/2017 CAL PERS LONG TERM CARE 254.14 0.00 254.14 AP 00386469 12/20/2017 CALIFORNIA BOARD OF EQUALIZATION, STATE OF 1,446.16 852.59 2,298.75 *** AP 00386470 12/20/2017 CALIFORNIA, STATE OF 8.44 0.00 8.44 AP 00386471 12/20/2017 CALIFORNIA, STATE OF 60.00 0.00 60.00 AP 00386472 12/20/2017 CALIFORNIA, STATE OF 100.00 0.00 100.00 AP 00386473 12/20/2017 CALIFORNIA, STATE OF 215.42 0.00 215.42 AP 00386474 12/20/2017 CARQUEST AUTO PARTS 234.50 0.00 234.50 AP 00386475 12/20/2017 CARTY, DIANE 72.00 0.00 72.00 AP 00386476 12/20/2017 CASA VOLANTE MOBILE HOME PARK 900.00 0.00 900.00 AP 00386477 12/20/2017 CHAMPION AWARDS AND SPECIALTIES 316.79 0.00 316.79 AP 00386478 12/20/2017 CHAPARRAL HEIGHTS MOBILE HOME PARK 700.00 0.00 700.00 AP 00386479 12/20/2017 CHARLES ABBOTT ASSOCIATES INC. 3,080.00 0.00 3,080.00 AP 00386480 12/20/2017 CINTAS CORPORATION #150 1,208.11 198.66 1,406.77 *** User: VLOPEZ - VERONICA LOPEZ Page: 8 Current Date: 01/09/2018 Report: CK -AGENDA -PEG -PORTRAIT -CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA P67 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name Citv Fire Amount AP 00386481 12/20/2017 CLARK, KAREN 270.00 0.00 270.00 AP 00386482 12/20/2017 CLEAR STREAM RECYCLING 349.00 0.00 349.00 AP 00386483 12/20/2017 CLIENT FIRST CONSULTING GROUP 930.00 0.00 930.00 AP 00386484 12/20/2017 COMBINED MARTIAL SCIENCE INC 5,278.80 0.00 5,278.80 AP 00386485 12/20/2017 COMMUNITY BANK 19,788.00 0.00 19,788.00 AP 00386486 12/20/2017 CONSOLIDATED ELECTRICAL DISTR INC 449.32 0.00 449.32 AP 00386487 12/20/2017 CONVERSE CONSULTANTS 15,221.25 0.00 15,221.25 AP 00386488 12/20/2017 CORELOGIC SOLUTIONS LLC 250.00 0.00 250.00 AP 00386489 12/20/2017 CORODATA MEDIA STORAGE INC 1,001.27 0.00 1,001.27 AP 00386490 12/20/2017 COSMOFIT STUDIOS 233.34 0.00 233.34 AP 00386491 12/20/2017 CP LOGISTICS UTICA LLC -CL 802.33 0.00 802.33 AP 00386492 12/20/2017 CPRS 145.00 0.00 145.00 AP 00386493 12/20/2017 CPS HR CONSULTING 4,000.00 0.00 4,000.00 AP 00386494 12/20/2017 CSUSB THEATRE DEPARTMENT 75.00 0.00 75.00 AP 00386495 12/20/2017 DANCE TERRIFIC 1,152.90 0.00 1,152.90 AP 00386496 12/20/2017 DAVIS FARR LLP 8,000.00 0.00 8,000.00 AP 00386497 12/20/2017 DIR-ELECTRICIAN CERTIFICATION FUND 100.00 0.00 100.00 AP 00386498 12/20/2017 DOLLARHIDE, GINGER 80.00 0.00 80.00 AP 00386499 12/20/2017 EASTERLING, RAY 268.00 0.00 268.00 AP 00386500 12/20/2017 EBSCO 4,364.00 0.00 4,364.00 AP 00386501 12/20/2017 EIGHTH AVENUE ENTERPRISE LLC 533.36 0.00 533.36 AP 00386502 12/20/2017 EL DORADO BROADCASTERS LLC 216.00 0.00 216.00 AP 00386503 12/20/2017 EL TIO ALEX CATERING 107.75 0.00 107.75 AP 00386504 12/20/2017 ELECNOR BELCO ELECTRIC INC 80,796.75 0.00 80,796.75 AP 00386505 12/20/2017 EMPLOYMENT DEVELOPMENT DEPT. 60.00 0.00 60.00 AP 00386506 12/20/2017 ERICKSON HALL CONSTRUCTION 0.00 55,828.08 55,828.08 AP 00386507 12/20/2017 ESKENAZI, MOISES 123.55 0.00 123.55 AP 00386508 12/20/2017 EXPERIAN 52.00 0.00 52.00 AP 00386509 12/20/2017 FACTORY MOTOR PARTS 0.00 928.05 928.05 AP 00386510 12/20/2017 FARIAS, RICHARD 16.00 0.00 16.00 AP 00386511 12/20/2017 FEDERAL EXPRESS CORP 35.42 0.00 35.42 AP 00386512 12/20/2017 FEDERAL EXPRESS CORP 3.16 0.00 3.16 AP 00386513 12/20/2017 FERNANDEZ, GWYNETH 41.17 0.00 41.17 AP 00386514 12/20/2017 FLAG SYSTEMS INC. 650.00 0.00 650.00 AP 00386515 12/20/2017 FLEET SERVICES INC. 0.00 53.86 53.86 AP 00386516 12/20/2017 FLORES, CHRISTINE 0.00 159.60 159.60 AP 00386517 12/20/2017 FOOTHILL MOBILE MANOR 300.00 0.00 300.00 AP 00386518 12/20/2017 FRANKLIN TRUCK PARTS 0.00 20.20 20.20 AP 00386519 12/20/2017 FRASURE, MICHAEL 549.95 0.00 549.95 AP 00386520 12/20/2017 FRONTIER COMM 1,429.65 0.00 1,429.65 AP 00386521 12/20/2017 FRONTIER COMM 115.83 74.58 190.41 *** AP 00386522 12/20/2017 GABRIEL, DEBRA 175.42 0.00 175.42 AP 00386523 12/20/2017 GARCIA, VIVIAN 35.34 0.00 35.34 AP 00386524 12/20/2017 GEOGRAPHICS 793.75 0.00 793.75 AP 00386525 12/20/2017 GOODYEAR TIRE AND RUBBER CO. 3,013.86 0.00 3,013.86 AP 00386526 12/20/2017 GRAINGER 55.34 0.00 55.34 AP 00386527 12/20/2017 GRIEPSMA, KIM 0.00 29.67 29.67 User: VLOPEZ - VERONICA LOPEZ Page: 9 Current Date: 01/09/2018 Report: CK -AGENDA -REG -PORTRAIT -CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA P68 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name Li!x Fire Amount AP 00386528 12/20/2017 GRIFFIN STRUCTURES INC 27,165.60 0.00 27,165.60 AP 00386529 12/20/2017 HAMILTON, MONIQUE 960.00 0.00 960.00 AP 00386530 12/20/2017 HAMPTON YOGA 654.00 0.00 654.00 AP 00386531 12/20/2017 HAYES, KATHY 432.48 0.00 432.48 AP 00386532 12/20/2017 HEARTSAVERS LLC 352.00 0.00 352.00 AP 00386533 12/20/2017 HILLS PET NUTRITION SALES INC 398.18 0.00 398.18 AP 00386534 12/20/2017 HOME DEPOT CREDIT SERVICES 645 2,491.41 0.00 22491.41 AP 00386535 12/20/2017 HOMETOWN AMERICA RAMONA VILLA 800.00 0.00 800.00 AP 00386536 12/20/2017 HORIZON SOLAR POWER 95.32 0.00 95.32 AP 00386537 12/20/2017 HORIZONS CONSTRUCTION COMPANY INTERNATION 0.00 418,714.40 418,714.40 AP 00386538 12/20/2017 HORIZONS CONSTRUCTION COMPANY INTERNATION 5,249.90 0.00 5.249.90 AP 00386539 12/20/2017 HOYT, TIM 0.00 594.00 594.00 AP 00386540 12/20/2017 INDERWIESCHE, MATT 864.00 0.00 864.00 AP 00386541 12/20/2017 INDUSTRIAL ELECTRIC MACHINERY LLC 52,000.00 0.00 52,000.00 AP 00386542 12/20/2017 INDUSTRIAL SUPPLY CO INC 187.05 0.00 187.05 AP 00386543 12/20/2017 INLAND EMPIRE PROPERTY SERVICES INC 0.00 16,642.50 16,642.50 AP 00386544 12/20/2017 INLAND PACIFIC BALLET 46,793.70 0.00 46,793.70 AP 00386545 12/20/2017 INLAND PRESORT & MAILING SERVICES 103.03 0.00 103.03 AP 00386546 12/20/2017 INLAND VALLEY DANCE ACADEMY 2,145.00 0.00 21145.00 AP 00386547 12/20/2017 INLAND VALLEY EMERGENCY PET CLINIC 20.00 0.00 20.00 AP 00386548 12/20/2017 INTERNATIONAL LINE BUILDERS INC 572.00 0.00 572.00 AP 00386549 12/20/2017 INTERVET INC 5,918.46 0.00 5,918.46 AP 00386550 12/20/2017 IRON MOUNTAIN OSDP 1,687.42 0.00 1,687.42 AP 00386551 12/20/2017 J & D GUILLIAM CONSTRUCTION INC 160.00 0.00 160.00 AP 00386552 12/20/2017 JACKSON HIRSH INC 65.29 0.00 65.29 AP 00386553 12/20/2017 JOHNNY ALLEN TENNIS ACADEMY 1,299.00 0.00 1,299.00 AP 00386554 12/20/2017 JONES AND MAYER, LAW OFFICES OF 0.00 96.00 96.00 AP 00386555 12/20/2017 JRC HOUSING 6,885.00 0.00 6.885.00 AP 00386556 12/20/2017 KEITH, JORRY 90.00 0.00 90.00 AP 00386557 12/20/2017 KINDRED CORPORATION 26,250.08 0.00 26,250.08 AP 00386558 12/20/2017 LATREACE, RAINEY 440.00 0.00 440.00 AP 00386559 12/20/2017 LEE, DIANNA 212.88 0.00 212.88 AP 00386560 12/20/2017 LEIGHTON CONSULTING INC 33,610.10 0.00 33,610.10 AP 00386561 12/20/2017 MARIPOSA LANDSCAPES INC 38,716.87 1,208.16 39,925.03 *** AP 00386562 12/20/2017 MARK CHRISTOPHER INC 0.00 741.74 741.74 AP 00386563 12/20/2017 MARSHALL, SYLVIA 213.60 0.00 213.60 AP 00386564 12/20/2017 MATHIS GROUP 3,000.00 0.00 3,000.00 AP 00386565 12/20/2017 MCMASTER CARR SUPPLY COMPANY 69.58 0.00 69.58 AP 00386566 12/20/2017 MOE, JOHN 91.00 0.00 91.00 AP 00386567 12/20/2017 MORRIS, DOUG 13,759.00 0.00 13,759.00 AP 00386568 12/20/2017 MORRIS, RICHARD 193.20 0.00 193.20 AP 00386569 12/20/2017 MORRISON SPORTS LLC 2,649.10 0.00 2,649.10 AP 00386570 12/20/2017 NAPA AUTO PARTS 11.83 0.00 11.83 AP 00386571 12/20/2017 NEIGHBORHOOD PARTNERSHIP HOUSING SERVICES 1 17,869.38 0.00 17,869.38 AP 00386572 12/20/2017 NINYO & MOORE 5,659.00 0.00 5,659.00 AP 00386573 12/20/2017 OC TANNER RECOGNITION COMPANY 2,270.17 0.00 2,270.17 AP 00386574 12/20/2017 OCCUPATIONAL HEALTH CTRS OF CA 0.00 966.83 966.83 User: VLOPEZ - VERONICA LOPEZ Page: 10 Current Date: 01/09/2018 Report: CK -AGENDA -REG -PORTRAIT -CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA P69 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name LLt-Y Fire Amount AP 00386575 12/20/2017 ONWARD ENGINEERING 28,883.25 737.25 29,620.50 *** AP 00386576 12/20/2017 OPTION ONE PLUMBING 3,000.00 0.00 3,000.00 AP 00386577 12/20/2017 ORNELAS, CAROL 54.00 0.00 54.00 AP 00386578 12/20/2017 ORONA, PATRICIA 840.00 0.00 840.00 AP 00386579 12/20/2017 OTT, LAURA 708.00 0.00 708.00 AP 00386580 12/20/2017 OTT, SHARON 594.00 0.00 594.00 AP 00386581 12/20/2017 PACIFIC PREMIER BANK 0.00 28,001.01 28,001.01 AP 00386582 12/20/2017 PACIFIC UTILITY INSTALLATION INC 735.00 0.00 735.00 AP 00386583 12/20/2017 PACIFIC YOUTH SPORTS 1,062.00 0.00 1,062.00 AP 00386584 12/20/2017 PETES ROAD SERVICE INC 5,529.37 0.00 5,529.37 AP 00386585 12/20/2017 PFINIX CREATIVE GROUP 9,288.00 0.00 9,288.00 AP 00386586 12/20/2017 PINES MOBILE HOME PARK, THE 400.00 0.00 400.00 AP 00386587 12/20/2017 POOL & ELECTRICAL PRODUCTS INC 86.95 0.00 86.95 AP 00386588 12/20/2017 PRE -PAID LEGAL SERVICES INC 96.59 0.00 96.59 AP 00386589 12/20/2017 PRECISION GYMNASTICS 2,181.20 0.00 2,181.20 AP 00386590 12/20/2017 PSA PRINT GROUP 38.79 0.00 38.79 AP 00386591 12/20/2017 PUBLIC GROUP OF CA LLC, THE 3,965.47 0.00 3,965.47 AP 00386592 12/20/2017 PUBLIC RETIREMENT JOURNAL, THE 200.00 0.00 200.00 AP 00386593 12/20/2017 R AND R AUTOMOTIVE 2,589.42 0.00 2,589.42 AP 00386594 12/20/2017 RANCHO CUCAMONGA CHAMBER OF COMMERCE 3,166.00 0.00 3,166.00 AP 00386595 12/20/2017 RANCHO CUCAMONGA, CITY OF 91.74 0.00 91.74 AP 00386596 12/20/2017 RANCHO SMOG CENTER 70.00 0.00 70.00 AP 00386597 12/20/2017 RC CONSTRUCTION SERVICES INC 0.00 532,019.15 532,019.15 AP 00386598 12/20/2017 RIGLEMAN, ENCARNACION ONTIVEROS 160.00 0.00 160.00 AP 00386599 12/20/2017 RJM DESIGN GROUP INC 326.00 0.00 326.00 AP 00386600 12/20/2017 RODRIGUEZ, EUGENIO 997.25 0.00 997.25 AP 00386601 12/20/2017 ROSE BRAND WIPERS INC 775.42 0.00 775.42 AP 00386602 12/20/2017 SABIO, KINI 972.00 0.00 972.00 AP 00386603 12/20/2017 SAFE -ENTRY TECHNICAL INC 0.00 725.00 725.00 AP 00386604 12/20/2017 SAFETY CENTER INC 800.00 0.00 800.00 AP 00386605 12/20/2017 SAMS CLUB/SYNCHRONY BANK 51.87 0.00 51.87 AP 00386606 12/20/2017 SAN ANTONIO REGIONAL HOSPITAL 0.00 4,515.00 4,515.00 AP 00386607 12/20/2017 SAN BERNARDINO COUNTY SHERIFFS DEPT 3,206.20 0.00 3,206.20 AP 00386608 12/20/2017 SASSOON, LORI 90.42 0.00 90.42 AP 00386609 12/20/2017 SBPEA 1,625.25 0.00 1,625.25 AP 00386610 12/20/2017 SENECHAL, CALVIN 68.40 0.00 68.40 AP 00386611 12/20/2017 SHEAKLEY PENSION ADMINISTRATION 329.45 0.00 329.45 AP 00386612 12/20/2017 SHEAKLEY PENSION ADMINISTRATION 0.00 155.95 155.95 AP 00386613 12/20/2017 SHERIFFS COURT SERVICES 446.95 0.00 446.95 AP 00386614 12/20/2017 SIGN SHOP, THE 0.00 120.68 120.68 AP 00386615 12/20/2017 SILVER & WRIGHT LLP 4,037.00 2,086.50 6,123.50 *** AP 00386616 12/20/2017 SITEONE LANDSCAPE SUPPLY LLC 224.13 0.00 224.13 AP 00386617 12/20/2017 SO CALIF GAS COMPANY 0.00 81.13 81.13 AP 00386618 12/20/2017 SOLAR CITY CORPORATION 408,767.83 11,399.45 420,167.28 *** AP 00386623 12/20/2017 SOUTHERN CALIFORNIA EDISON 50,343.37 0.00 50,343.37 AP 00386624 12/20/2017 SOUTHERN CALIFORNIA EDISON 430.16 0.00 430.16 AP 00386625 12/20/2017 SOUTHERN CALIFORNIA EDISON 14,475.09 0.00 14,475.09 User: VLOPEZ - VERONICA LOPEZ Page: 11 Current Date; 01/09/2018 Report; CK -AGENDA -REG -PORTRAIT -CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA P70 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name Lity Fire Amount AP 00386626 12/20/2017 SOUTHERN CALIFORNIA EDISON 44,881.00 0.00 44,881.00 AP 00386627 12/20/2017 SOUTHERN CALIFORNIA EDISON 34,924.09 0.00 34.924.09 AP 00386628 12/20/2017 SOUTHERN CALIFORNIA EDISON 1,752.59 0.00 1,752.59 AP 00386629 12/20/2017 SOUTHLAND SPORTS OFFICIALS 391.00 0.00 391.00 AP 00386630 12/20/2017 STADNICKI, CHAD 1,226.00 0.00 1,226.00 AP 00386631 12/20/2017 STATE HUMANE ASSOCIATION OF CALIFORNIA 492.00 0.00 492.00 AP 00386632 12/20/2017 SYCAMORE VILLA MOBILE HOME PARK 300.00 0.00 300.00 AP 00386633 12/20/2017 TECH PRODUCTS INC 795.30 0.00 795.30 AP 00386634 12/20/2017 THE COUNSELING TEAM INTERNATIONAL 0.00 780.00 780.00 AP 00386635 12/20/2017 THEATRE COMPANY, THE 2,565.00 0.00 2,565.00 AP 00386636 12/20/2017 TRIMMER, PATRICIA A 91.76 0.00 91.76 AP 00386637 12/20/2017 TURF STAR INC 75.64 0.00 75.64 AP 00386638 12/20/2017 UNIQUE MANAGEMENT SERVICES INC 710.15 0.00 710.15 AP 00386639 12/20/2017 UNITED PACIFIC SERVICES INC 1,680.00 0.00 1,680.00 AP 00386640 12/20/2017 UNITED WAY 124.00 0.00 124.00 AP 00386641 12/20/2017 UNIVERSAL MARTIAL ARTS CENTERS 346.50 0.00 346.50 AP 00386642 12/20/2017 UPS 372.65 0.00 372.65 AP 00386643 12/20/2017 VANDERHAWK CONSULTING LLC 15,520.00 0.00 15,520.00 AP 00386644 12/20/2017 VERIZON 23.33 0.00 23.33 AP 00386649 12/20/2017 VERIZON WIRELESS - LA 6,176.11 0.00 6,176.11 AP 00386650 12/20/2017 VERIZON WIRELESS - LA 107.68 0.00 107.68 AP 00386651 12/20/2017 VICTOR MEDICAL COMPANY 3,694.17 0.00 3,694.17 AP 00386652 12/20/2017 VISION SERVICE PLAN CA 11,285.96 0.00 11,285.96 AP 00386653 12/20/2017 VOHNE LICHE KENNELS INC 125.00 0.00 125.00 AP 00386654 12/20/2017 VULCAN MATERIALS COMPANY 110.34 0.00 110.34 AP 00386655 12/20/2017 WALTERS WHOLESALE ELECTRIC CO 637.77 0.00 637.77 AP 00386656 12/20/2017 WAXIE SANITARY SUPPLY 1,409.61 0.00 1,409.61 AP 00386657 12/20/2017 WHITTIER FERTILIZER 1,907.18 0.00 1,907.18 AP 00386658 12/20/2017 WIRZ AND COMPANY 682.92 0.00 682.92 AP 00386659 12/21/2017 INLAND VALLEY DAILY BULLETIN 1,300.00 0.00 1,300.00 AP 00386660 12/21/2017 INLAND VALLEY DAILY BULLETIN 1,568.23 0.00 1,568.23 AP 00386661 12/21/2017 INTERSTATE BATTERIES 311.74 660.76 972.50 *** AP 00386662 12/21/2017 LIMS AUTO INC 1,995.37 0.00 1,995.37 AP 00386664 12/21/2017 OFFICE DEPOT 7,423.65 454.63 7,878.28 *** AP 00386665 12/21/2017 OVERDRIVE INC 107.98 0.00 107.98 AP 00386673 12/21/2017 SOUTHERN CALIFORNIA EDISON 20,512.49 2,043.00 22,555.49 *** AP 00386674 12/21/2017 VISTA PAINT 1,580.25 0.00 1,580.25 AP 00386675 12/21/2017 DEPARTMENT OF MOTOR VEHICLES 73.00 0.00 73.00 AP 00386676 12/21/2017 ELECNOR BELCO ELECTRIC INC 80,796.75 0.00 80,796.75 AP 00386677 12/21/2017 NUCI, JESSICA 2,300.00 0.00 2,300.00 AP 00386678 12/21/2017 SOUTHERN CALIFORNIA EDISON 133,906.40 0.00 133,906.40 AP 00386679 12/21/2017 RICHARDS WATSON AND GERSHON 34,123.71 0.00 34,123.71 AP 00386680 01/03/2018 A AND R TIRE SERVICE 486.19 0.00 486.19 AP 00386681 01/03/2018 ABDELAZIZ, MOHAMED A. 3,200.00 0.00 3,200.00 AP 00386683 01/03/2018 ABLE BUILDING MAINTENANCE 28,079.95 0.00 28,079.95 AP 00386684 01/03/2018 AFLAC GROUP INSURANCE 40.97 0.00 40.97 AP 00386685 01/03/2018 AFLAC GROUP INSURANCE 15,044.60 0.00 15,044.60 User: VLOPEZ - VERONICA LOPEZ Page: 12 Current Date: 01/09/2018 Report: CK -AGENDA -REG -PORTRAIT -CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA P71 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name Lity Fire Amount AP 00386686 01/03/2018 ALL AMERICAN ASPHALT 71,167.29 0.00 71,167.29 AP 00386687 01/03/2018 ALL CITIES TOOLS 0.00 529.48 529.48 AP 00386688 01/03/2018 ALL WELDING 530.00 0.00 530.00 AP 00386689 01/03/2018 ALLIED UNIVERSAL SECURITY SERVICES 15,504.00 0.00 15,504.00 AP 00386690 01/03/2018 APPLE INC. 4,111.38 0.00 4,111.38 AP 00386691 01/03/2018 AQUABIO ENVIRONMENTAL TECHNOLOGIES INC. 1,745.00 0.00 1,745.00 AP 00386692 01/03/2018 ARROW TRAILER SUPPLIES INC 64.54 0.00 64.54 AP 00386693 01/03/2018 AYANTRA INC. 4,032.00 0.00 4,032.00 AP 00386694 01/03/2018 BERTINO AUTOMOTIVE SERVICE 145.00 0.00 145.00 AP 00386695 01/03/2018 BEST GOLF CARTS INC. 273.64 0.00 273.64 AP 00386696 01/03/2018 BRIGHTVIEW LANDSCAPE SERVICES INC. 106,215.31 0.00 106,215.31 AP 00386697 01/03/2018 BUTSKO UTILITY DESIGN INC. 17,043.08 0.00 17,043.08 AP 00386698 01/03/2018 CAL PERS LONG TERM CARE 254.14 0.00 254.14 AP 00386699 01/03/2018 CALIFORNIA BANK & TRUST 28,267.27 0.00 28,267.27 AP 00386700 01/03/2018 CALIFORNIA SHOPPING CART RETRIEVAL CORP 140.00 0.00 140.00 AP 00386701 01/03/2018 CALIFORNIA, STATE OF 8.44 0.00 8.44 AP 00386702 01/03/2018 CALIFORNIA, STATE OF 60.00 0.00 60.00 AP 00386703 01/03/2018 CALIFORNIA, STATE OF 100.00 0.00 100.00 AP 00386704 01/03/2018 CALIFORNIA, STATE OF 215.42 0.00 215.42 AP 00386705 01/03/2018 CANNON, JENNIFER 160.00 0.00 160.00 AP 00386706 01/03/2018 CAPITOL ENQUIRY 63.79 0.00 63.79 AP 00386707 01/03/2018 CARQUEST AUTO PARTS 78.36 24.57 102.93 *** AP 00386708 01/03/2018 CCS ORANGE COUNTY JANITORIAL INC. 1,422.60 0.00 1,422.60 AP 00386709 01/03/2018 CHASING 7 DREAMS 25.94 0.00 25.94 AP 00386710 01/03/2018 CINTAS CORPORATION # 150 0.00 306.50 306.50 AP 00386711 01/03/2018 CONVERGEONE INC. 15,047.00 0.00 15,047.00 AP 00386712 01/03/2018 CPS HR CONSULTING 4,000.00 0.00 4,000.00 AP 00386713 01/03/2018 CV STRATEGIES 71016.55 0.00 71016.55 AP 00386714 01/03/2018 D AND K CONCRETE COMPANY 2,133.81 0.00 2,133.81 AP 00386715 01/03/2018 DATA TICKET INC 6,527.11 0.00 6,527.11 AP 00386716 01/03/2018 DEPARTMENT OF JUSTICE 0.00 49.00 49.00 AP 00386717 01/03/2018 DEPARTMENT OF JUSTICE 2,153.00 0.00 2,153.00 AP 00386718 01/03/2018 DUMBELL MAN FITNESS EQUIPMENT, THE 125.00 0.00 125.00 AP 00386719 01/03/2018 DYNALECTRIC 110,385.82 0.00 110,385.82 AP 00386720 01/03/2018 EDWARD PROFESSIONAL ADVISORS 3,450.00 750.00 4,200.00 *** AP 00386721 01/03/2018 EIGHTH AVENUE ENTERPRISE LLC 618.24 0.00 618.24 AP 00386722 01/03/2018 EMPLOYMENT DEVELOPMENT DEPT. 60.00 0.00 60.00 AP 00386723 01/03/2018 ENN GEE CORP. 546.99 0.00 546.99 AP 00386724 01/03/2018 EXPERIAN 52.00 0.00 52.00 AP 00386725 01/03/2018 FLEET SERVICES INC. 0.00 39.30 39.30 AP 00386726 01/03/2018 FRONTIER COMM 2,304.57 659.46 2,964.03 *** AP 00386727 01/03/2018 FRONTIER COMM 1,451.33 0.00 1,451.33 AP 00386728 01/03/2018 GEOGRAPHICS 4,899.39 0.00 4,899.39 AP 00386729 01/03/2018 GEORGE HILLS COMPANY 742.95 0.00 742.95 AP 00386730 01/03/2018 GONSALVES AND SON,JOE A 3,000.00 0.00 3,000.00 AP 00386731 01/03/2018 GRAEBER, DIANNE 1,000.00 0.00 1,000.00 AP 00386732 01/03/2018 GRAINGER 529.32 0.00 529.32 User: VLOPEZ - VERONICA LOPEZ Page: 13 Current Date: 01/09/2018 Report: CK -AGENDA -PEG -PORTRAIT -CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA P72 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name Citv Fire Amount AP 00386733 01/03/2018 GRAVES & KING LLP 481.00 0.00 481.00 AP 00386734 01/03/2018 GREEN ROCK POWER EQUIPMENT 442.83 0.00 442.83 AP 00386735 01/03/2018 HERITAGE EDUCATION GROUP 366.00 0.00 366.00 AP 00386736 01/03/2018 HI WAY SAFETY INC 5.39 0.00 5.39 AP 00386737 01/03/2018 HMC ARCHITECTS 0.00 13,095.00 13,095.00 AP 00386738 01/03/2018 HOYT LUMBER CO., SM 0.00 5.42 5.42 AP 00386739 01/03/2018 ICC 0.00 55.00 55.00 AP 00386740 01/03/2018 INK SLINGER SCREEN PRINTING & EMBROIDERY 1,553.49 0.00 1,553.49 AP 00386741 01/03/2018 INLAND EMPIRE PROPERTY SERVICES INC 0.00 8,052.50 82052.50 AP 00386742 01/03/2018 INTERROGATE INC 1,037.50 0.00 1,037.50 AP 00386743 01/03/2018 J & D GUILLIAM CONSTRUCTION INC 2,515.00 0.00 2,515.00 AP 00386744 01/03/2018 JOHN BURR CYCLES INC 533.80 0.00 533.80 AP 00386745 01/03/2018 JOHNSON, KEN 169.60 0.00 169.60 AP 00386746 01/03/2018 K -K WOODWORKING 43.06 0.00 43.06 AP 00386747 01/03/2018 KENNEDY EQUIPMENT INC 835.00 0.00 835.00 AP 00386748 01/03/2018 KLINGER, MARY K 192.00 0.00 192.00 AP 00386749 01/03/2018 KVAC ENVIRONMENTAL SERVICES INC 8,062.50 0.00 8,062.50 AP 00386750 01/03/2018 LAU, MELISSA 159.00 0.00 159.00 AP 00386751 01/03/2018 LEVERAGE INFORMATION SYSTEMS INC 7,801.57 0.00 7,801.57 AP 00386752 01/03/2018 LOYAL, MARIA 10.00 0.00 10.00 AP 00386753 01/03/2018 LUGO, SONIA 400.00 0.00 400.00 AP 00386754 01/03/2018 MARIPOSA LANDSCAPES INC 149,630.46 0.00 149,630.46 AP 00386755 01/03/2018 MARK CHRISTOPHER INC 320.46 0.00 320.46 AP 00386756 01/03/2018 MCELVENEY, JOHN 500.00 0.00 500.00 AP 00386757 01/03/2018 MCFADDEN DALE HARDWARE 146.32 0.00 146.32 AP 00386758 01/03/2018 MCMASTER CARR SUPPLY COMPANY 630.89 0.00 630.89 AP 00386759 01/03/2018 MEDLEY FIRE PROTECTION INC 517.70 0.00 517.70 AP 00386760 01/03/2018 MELLO, TERRI 147.60 0.00 147.60 AP 00386761 01/03/2018 MIDWEST TAPE 1,562.11 0.00 1,562.11 AP 00386762 01/03/2018 MOUNTAIN VIEW SMALL ENG REPAIR 19.38 0.00 19.38 AP 00386763 01/03/2018 NAKAI, KIRANPREET 500.00 0.00 500.00 AP 00386764 01/03/2018 NBS 6,720.00 0.00 6,720.00 AP 00386765 01/03/2018 NIGHTHAWK TOTAL CONTROL 133.75 0.00 133.75 AP 00386766 01/03/2018 NINOFANCO, ARVEE 250.00 0.00 250.00 AP 00386767 01/03/2018 ONTARIO WINNELSON CO 103.44 0.00 103.44 AP 00386768 01/03/2018 OPARC 396.00 0.00 396.00 AP 00386769 01/03/2018 PARS 3,500.00 0.00 3,500.00 AP 00386770 01/03/2018 PEP BOYS 50.67 0.00 50.67 AP 00386771 01/03/2018 PEPSI -COLA 711.08 0.00 711.08 AP 00386772 01/03/2018 PETES ROAD SERVICE INC 119.71 0.00 119.71 AP 00386773 01/03/2018 PINNACLE MEDICAL GROUP 100.00 0.00 100.00 AP 00386774 01/03/2018 PORAC 170.00 0.00 170.00 AP 00386775 01/03/2018 PORAC LEGAL DEFENSE FUND 229.50 0.00 229.50 AP 00386776 01/03/2018 PRE -PAID LEGAL SERVICES INC 96.59 0.00 96.59 AP 00386777 01/03/2018 PRISTINE UNIFORMS LLC 0.00 1,303.60 1,303.60 AP 00386778 01/03/2018 PRO -LINE INDUSTRIAL PRODUCTS INC 344.57 0.00 344.57 AP 00386779 01/03/2018 PSA PRINT GROUP 0.00 155.16 155.16 User: VLOPEZ - VERONICA LOPEZ Page: 14 Current Date: 01/09/2018 Report: CK -AGENDA -REG -PORTRAIT -CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA P73 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1/8/2018 Check No. Check Date Vendor Name Citv Fire Amount AP 00386780 01/03/2018 RANCHO SMOG CENTER 35.00 0.00 35.00 AP 00386781 01/03/2018 REGENCY ENTERPRISES INC 1,980.53 0.00 1,980.53 AP 00386782 01/03/2018 RIDGELIKE ROOFING 14,200.00 0.00 14,200.00 AP 00386783 01/03/2018 RJM DESIGN GROUP INC 23,871.43 0.00 23,871.43 AP 00386784 01/03/2018 RJM DESIGN GROUP INC 13,728.76 0.00 13,728.76 AP 00386785 01/03/2018 RMUS LLC 0.00 4,576.84 4,576.84 AP 00386786 01/03/2018 SAFETY KLEEN SYSTEMS INC 180.16 0.00 180.16 AP 00386787 01/03/2018 SBPEA 1,595.55 0.00 1,595.55 AP 00386788 01/03/2018 SC FUELS 33,549.07 0.00 33,549.07 AP 00386789 01/03/2018 SC FUELS 0.00 12,419.38 12,419.38 AP 00386790 01/03/2018 SC FUELS 0.00 837.97 837.97 AP 00386791 01/03/2018 SCMAF INLAND VALLEYS 260.00 0.00 260.00 AP 00386792 01/03/2018 SHERIFFS COURT SERVICES 446.95 0.00 446.95 AP 00386793 01/03/2018 SHOETERIA 515.00 0.00 515.00 AP 00386794 01/03/2018 SIGN SHOP, THE 768.59 351.53 1,120.12 *** AP 00386795 01/03/2018 SILVER& WRIGHT LLP 1,697.00 0.00 1,697.00 AP 00386796 01/03/2018 SITEONE LANDSCAPE SUPPLY LLC 202.20 0.00 202.20 AP 00386797 01/03/2018 SO CALIF GAS COMPANY 191.52 221.64 413.16 *** AP 00386798 01/03/2018 SOLAR CITY CORPORATION 155.00 155.00 310.00 *** AP 00386799 01/03/2018 SOLIS, SANDRA 17.77 0.00 17.77 AP 00386800 01/03/2018 SOUTH COAST REPERTORY 75.00 0.00 75.00 AP 00386801 01/03/2018 SOUTHERN CALIFORNIA EDISON 2,227.29 0.00 2,227.29 AP 00386802 01/03/2018 SPECIAL SERVICES GROUP LLC 3,000.00 0.00 3,000.00 AP 00386803 01/03/2018 STABILIZER SOLUTIONS INC 2,877.33 0.00 2,877.33 AP 00386804 01/03/2018 STANLEY R HOFFMAN ASSOCIATES INC 2,717.80 0.00 2,717.80 AP 00386805 01/03/2018 STEWARD, JOSHUA 207.50 0.00 207.50 AP 00386806 01/03/2018 STORTM SELF STORAGE 925.00 0.00 925.00 AP 00386807 01/03/2018 TOVEY/SHULTZ CONSTRUCTION INC 537,078.19 0.00 537,078.19 AP 00386808 01/03/2018 UNITED PACIFIC SERVICES INC 73,737.74 0.00 73,737.74 AP 00386809 01/03/2018 UNITED WAY 124.00 0.00 124.00 AP 00386810 01/03/2018 UPS 13.16 0.00 13.16 AP 00386811 01/03/2018 VORTEX INDUSTRIES INC 723.00 0.00 723.00 AP 00386812 01/03/2018 WALTERS WHOLESALE ELECTRIC CO 3,261.35 0.00 3,261.35 AP 00386813 01/03/2018 WAXIE SANITARY SUPPLY 960.66 1,614.59 2,575.25 *** AP 00386814 01/03/2018 WESTERLIN, MERRY 500.00 0.00 500.00 AP 00386815 01/03/2018 WHITE CAP CONSTRUCTION SUPPLY 682.15 0.00 682.15 AP 00386816 01/03/2018 WILLIAM RAY ENGVALL JR 35,000.00 0.00 35,000.00 AP 00386817 01/03/2018 WINZER CORPORATION 0.00 272.82 272.82 AP 00386818 01/03/2018 YANCY, MICHELLE 103.26 0.00 103.26 AP 00386819 01/04/2018 ABC LOCKSMITHS 184.72 0.00 184.72 AP 00386820 01/04/2018 AIRGAS USA LLC 0.00 256.20 256.20 AP 00386821 01/04/2018 DUNN EDWARDS CORPORATION 254.90 0.00 254.90 AP 00386822 01/04/2018 EMCOR SERVICE 6,235.00 2,645.00 8,880.00 *** AP 00386823 01/04/2018 FORD OF UPLAND INC 1,184.44 0.00 1,184.44 AP 00386824 01/04/2018 LIMS AUTO INC 620.20 0.00 620.20 AP 00386826 01/04/2018 OFFICE DEPOT 2,388.23 0.00 2,388.23 AP 00386827 01/04/2018 ORKIN PEST CONTROL 224.00 1,470.00 1,694.00 *** User: VLOPEZ - VERONICA LOPEZ Page: 15 Current Date: 01/09/2018 Report: CK -AGENDA -PEG -PORTRAIT -CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 User: VLOPEZ - VERONICA LOPEZ Page: 16 Current Date: 01/09/2018 Report: CK-,AGENDA—REG—PORTRAIT—CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 CITY OF RANCHO CUCAMONGA P74 AND RANCHO CUCAMONGA FIRE PROTECTION DISTRICT Agenda Check Register 12/12/2017 through 1 8/2018 Check No. Check Date Vendor Name City Fire Amount AP 00386828 01/04/2018 SUNRISE FORD 657.97 0.00 657.97 AP 00386829 01/04/2018 CHARTER COMMUNICATIONS 10,745.94 4,339.36 15,085.30 *•" AP 00386830 01/04/2018 RICO, ERIC 8,245.15 0.00 8,245.15 Total City: $8,926,764.97 Total Fire: $1,244,850.95 Grand Total: $10,171,615.92 Note: *** Check Number includes both City and Fire District expenditures User: VLOPEZ - VERONICA LOPEZ Page: 16 Current Date: 01/09/2018 Report: CK-,AGENDA—REG—PORTRAIT—CONSOLIDATED - CK: Agenda Check Register Portrait I Time: 15:37:21 P75 REPORT DATE: January 17, 2018 TO: Mayor and Members of the City Council FROM: John R. Gillison, City Manager INITIATED BY: Darryl Polk, CIO/Director Elena Qualls, Office Specialist II SUBJECT: CONSIDERATION FOR APPROVAL OF AN AWARD TO DELL INC. FOR THE PURCHASE OF SERVER SOFTWARE MAINTENANCE AND SUBSCRIPTION RENEWAL IN THE AMOUNT OF $96,631.36. RECOMMENDATION: It is recommended that the City Council approve an award to Dell Inc., for Dell annual software maintenance and subscription renewal in the amount of $96,631.36 funded from account No. 1001209-5300 (Server Maintenance). BACKGROUND: As a routine and best practice, the Department of Innovation and Technology enters into annual hardware and software maintenance agreements covering the City's computer servers, related devices and system software. These agreements provide staff access to Dell technical support, allow for the repair or replacement of failed components and provide updates to system software. ANALYSIS: The Department of Innovation & Technology manages several server environments as part of the overall City data infrastructure. To ensure uptime and proper patching and maintenance, staff maintains warranties covering critical infrastructure and machines. The requested software maintenance and subscription agreement extends the existing support agreements on several Dell servers used for both virtual and dedicated services by one year, which also extends the service life of these machines. While other Dell VAR's sell maintenance, Dell, as the maker/developer of our server -related hardware and software, is best positioned to support our maintenance services. Staff is recommending a single -source award be made to Dell Inc. for server software maintenance and subscription renewal. FISCAL IMPACT: Funding for the maintenance contract and subscription renewal is included in the Adopted FY 2017/18 Budget in the DoIT's General Fund budget account number 1001209-5300 (Contract Services). COUNCIL GOAL(S) ADDRESSED: (if applicable) This item addresses City Council Goal(s): Page 1 of 2 CITY COUNCIL STAFF REPORT STAFF REPORT NAME/TITLE MEETING DATE: January 17, 2018 Page 2 This item addresses the Council's goal to continue enhancing the security and resiliency of the City's digital information and network. ATTACHMENTS: None Page 2 of 2 P77 REPORT DATE: January 17, 2018 TO: Mayor and Members of the City Council FROM: John R. Gillison, City Manager INITIATED BY: William Wittkopf, Public Works Services Directo Ty Quaintance, Facilities Superintendent Kenneth Fung, Assistant Engineer SUBJECT: CONSIDERATION TO REJECT THE BID FOR THE "CITY FACILITIES — ROOF REPLACEMENT AND MAINTENANCE PROJECT" AS NOW RESPONSIVE TO THE NEEDS OF THE CITY RECOMMENDATION: Staff recommends the City Council consider rejecting the bid for the "City Facilities — Roof Replacement and Maintenance Project" as non-responsive to the needs of the City. BACKGROUND: The existing roofs for the Lions Community Center West facility, the Lions Community Center East facility, and the Animal Care and Adoption Center facility require repair/maintenance This project was included in the FY 17/18 adopted budget. IDS Group, an architectural firm, used the IRC report to prepare separate plans for each of the three (3) facilities. The plans were reviewed and approved by the City's Building and Safety Department before going out to bid. The project was advertised and on-site pre-bid meeting/job walks were held at all three (3) facilities. ANALYSIS: One (1) bid for this project was opened at 2:00 pm on Tuesday, November 28, 2017 for the "City Facilities — Roof Replacement and Maintenance Project". The bid amount of $245,250 far exceeded the Engineer's Estimate of $155,000. Attached is a copy of the Bid Summary. Staff will review the project scope of work and revise the project plans to rebid as soon as possible. FISCAL IMPACT: None. COUNCIL GOAL(S) ADDRESSED: None. ATTACHMENTS: Attachment 1 - Bid Summary Page 1 of 1 P78 NOVEMBER 28, 2017 BID OPENING SUMMARY CITY FACILITIES - ROOF REPLACEMENT AND MAINTENANCE PROJECT Included Signed Addendum No 1? Y/N Yes Included Signed Addendum No 2? Y/N Yes Tecta America BASE BID (apparent low bidder) item Description Qty Unit Unit Price Cost Lions Community Center West - PVC Recover Roof/Roof Maintenace & Repairs per Project Plans T402 thru 1 A442 1 LS $175,500.00 $175,500.00 Lions Community Center East - Roof Maintenace & Repairs per Project 2 Plans T301 thru A341 11 LS 1 $22,250.00 $22,250.00 Animal Care and Adoption Center - Roof Maintenace and Repairs per 3 Project Plans T101 thru A141 1 LS $47,500.00 $47,500.00 TOTAL BID = $245,250.00 Included Signed Addendum No 1? Y/N Yes Included Signed Addendum No 2? Y/N Yes 94:11 STAFF REPORT DATE: January 17, 2018 TO: Mayor and Members of the City Council FROM: John R. Gillison, City Manager y� INITIATED BY: William Wittkopf, Public Works Services Directorb Ernest Ruiz, Streets, Storm Drains and Fleet Superintendent Paul Fisher, Management Analyst I SUBJECT: CONSIDERATION TO AWARD A CONTRACT TO DM CONTRACTING, INC. IN THE AMOUNT OF $593,700 AND TO AUTHORIZE AN ADDITIONAL CONTINGENCY OF $70,080 FOR THE "CITYWIDE CONCRETE REPAIR — FY 2017/2018 PROJECT" RECOMMENDATION: Staff recommends the City Council approve the plans and specifications, accept the bids received, award and authorize the execution of a contract for the "Citywide Concrete Repair — FY 2017/2018 Project" for the Base Bid plus Additive Bids 1, 2, 3, 4, 5, 6, 12, 13, 14, 15, and 17 per the attached bid summary in the amount of $593,700 to the lowest responsive bidder DM Contracting, Inc. of Colton, California, and authorize the expenditure of a contingency in the amount of $70,080. BACKGROUND: The "Citywide Concrete Repair — FY 2017/2018 Project" will repair concrete sidewalks, curb/gutters, and drive approaches with lifts or gaps in the public right-of-way and City maintained landscapes, including City parks and paseos. The locations requiring repair have been identified by our in-house sidewalk inspection program and/or citizen requests. Once Public Works Services identifies a concrete issue, staff schedules a crew to ramp or grind the lifts or gaps as a temporary measure. These locations are then scheduled for permanent repairs as funds become available. In many cases, the damage to the sidewalks is caused by tree roots. Our intention is to protect and preserve the urban forest whenever possible while still facilitating the necessary sidewalk repairs. However, on some occasions the tree must be removed. Tree removals and replanting where appropriate will be done by the City tree contractor. The project includes sidewalk and ADA ramp repairs in the Victoria Windrows community and other concrete repairs in various parks, paseos, and community trails located in Landscape Maintenance Districts (LMDs) 1, 2, and 4R. ANALYSIS: Four (4) bids for this project were received and opened at 2:00 p.m. on December 12, 2017 (see attached Bid Summary). Staff has completed the required background investigation and finds that the lowest responsive bidder, DM Contracting, Inc. of Colton, California, has met the requirements of the bid documents. Page 1 of 2 CITY COUNCIL STAFF REPORT P80 AWARD OF CONTRACT FOR CITYWIDE CONCRETE REPAIR FY 2017-2018 PROJECT JANUARY 17, 2018 The project is scheduled to be completed within ninety-one (91) working days. There will be minimal impact to operations and the public during construction. FISCAL IMPACT: This project was requested by the Public Works Services Department and approved in the FY 2017/2018 budget. The project will be funded from accounts 1001318-5300 (Street Maintenance), 1177303-5300 (Measure 1), 1130303-5607 (LIVID 1), 1131303-5300 (LIVID 2), 1134303-5300 (LIVID 4R). COUNCIL GOAL(S) ADDRESSED: None. ATTACHMENTS: Attachment 1 — Bid Summary Attachment 2 — Contract Page 2 of 2 P81 ATTACHMENT 8888888888888 88888888888 8 8 8 8$ 8 8 8 YI n N N N b� N M m dl N b N IWn N N � T 01 b n N N n YI Iri N INn f m N p G g a N b N N N p N S b H b N T » W N O (p N O 01 p N N ni b Oi m 01 1n N ei N N cr n 01 m ei N N .. pppp O 0 N M N In n. 0 N ui O O m m N h N N .•i O 8 N T N f e$ O N p 8 m b m A s N N n • .ti N d` d 0 c n c e ° a c Y N Z N N Np Np Np pN 8$ pN 8$ pN 8 pN 8 8 pN pN 8 8 pN pN 8 8 pN pN 8 8 pN 0 pN pN 0 0 pN pN 0 0 pN pN 0 0 pN pN 0 0 pN pN 0 pN O pN O pN O O pH 8 pN O pN O 8 • C 1� N b N W m O m OI N p 01 01 O N N 4G O O m m G N n m m pO pp N 10 � n pp ID f n N N O b W m N N b b p m g n n N W m m• In n 111 w b N CI 6 C Q .-I W N N N po N n pg p 6 8 m Q $ n w- b m N/ n b M C N 1p b O n N N .Ni b pp 1 IO n N tD N N N vi .-1 M N m .1 N N .1 m N O N .+ N N .1 b m N A m H 10 .•1 c e1 O N AI T .1 r1 N b N T I N Y C c a u Y � d n O Y U 1.N Z N Np Vp� N — - Np Np pN 8 8 p 8 pN pN 8 8 pN 8 8 pN pN 8 8 pN pN 8 8$ pN 8 pN cd pN pN 0 0$ 0 pN pN 0 0 pN 0 0 pN 0 0 pN O pN O pN pN O 8 pN O pN O O pN 8 3 N O O O O N N b W m m W rti b 41pp m 4p c O Nf N 01 b o pp c O b {OO O vi N N N 111 n m c n O O N N Q O 00 N W m b .-i N N O m N 01 m W ni ID N W o c OI ppWpp Q .+ Iti N N N IV N 1 W n a N N b b 10 G OI N O I n b 0 N OI O H 8 N 0 N O b H W NtNil OI N N N 8 G Q b e1 pp N pq N b N N OI N N W N `a Y d` Y d` a `o m m R o� O C a o J N Z N N N N N N N N N N Np Np Np Np Np N Np Np N q N pN pN IG b m O pN O W a g e Ib0 pN 0 pN 0 0 pN 0 0 pN pN 0 0 0 0 pN pN 0 0 pN S pN OO pN O 8 O pN 8 tS M pn N N W M m YI n N W N m N H N m N N N M N W N N b N b O b w OI O O O G N In eel n cr M I N 00 W u1 m n W N O I Yf 1pp W T m N N O IG o O N IG n app e 1 C! O N I w ffl n n 1� N N w Yf OI W O q N N m IYI 1� N p 01 QI N m m I O p CQp W Q N m tG n �-1 N 11 10 I Y1 4D O N I O N erl 111 Ot W N O N • n tO t0 n Y a •O m Y Y _ o c N � o : m c C O N Z K K K cc K m 33333 3 aaaaa a 00000 0 ccccw cr cc a a a a a a 0 0 0 0 0 O 2 2 Z Z Z 2 Y Y m � uXE v c .. 5 `o _ 1! 2 c o o > en1 o S iW A a o u a e e m Q u N m N .r =�= d o c E3 E a °" g .a .+ w'o` �c c W .Ni N 2 J J No n c c S In E o 0 o 2 c ¢ 3 u ''' a c c C m Z C co O O •L S IC ` ¢ N O 3 W T+ of 14111 y Y E 3 m ` Y c3 g 0 Yl m 7• ► ¢ �' Y ` aQa n ` ` 10 11C Y '� « 51L c n ¢ A A Q J cc In ii N d un In m 3 �� m d {7 ¢ a C I4 n d 6 d C C C v a ai4 N -c d :'c ~Inri c „u a N a140ic E : u u c > > > Q ° a d Y t°+°+ aS S — N° N ui N In N N A d d C C Q Ca. a N A N Y E E E a M mcSa33 g� �' ° o o m o m �1= 5 S f u° w u inJ�ocu mc7 min °1 '"-1 '^ m m 0:2 a: 2 mS1/iuinh m :::: n In 3 a . i r Iii v Iii io 1� dd ei .oi .N1 1 .10-1 .n•1 c u m E G u, :i iV iri v iri io i� 6o ai .oi N m .Ni N aaaaa in m m in 'm in :2aaaaaa m m m m i0 m m a m as m m c a m m a Q- m a o i o Q�m M f3w m�myI v Inv E14 m 000 J J J 0 �'�' J J �''ooaav J J J J J F Q Q a'a Q¢¢ a a Q a a Q Q a o Q Q a aaaa Q a Q J Q J Q Q L Q O¢ aoo F VI ATTACHMENT P82 lewel�=Zew% AGREEMENT KNOW ALL MEN BY THESE PRESENT: That the following agreement is made and entered into, in triplicate, as of the date executed by the City Clerk and the Mayor, by and between DM Contracting, Inc., hereinafter referred to as the "CONTRACTOR" and the City of Rancho Cucamonga, California, hereinafter referred to as "CITY." WHEREAS, pursuant to the Notice Inviting Sealed Bids or Proposals, bids were received, publicly opened, and declared on the date specified in said notice; and WHEREAS, City did accept the bid of Contractor; and WHEREAS, City has authorized the City Clerk and Mayor to enter into a written contract with Contractor for furnishing labor, equipment, and material for the construction of "CITYWIDE CONCRETE REPAIR FY 2017-2018." NOW THEREFORE, in consideration of the mutual covenants herein contained, it is agreed: 1. GENERAL SCOPE OF WORK: Contractor shall furnish all necessary labor, tools, materials, appliances, and equipment for and do the work for the "CITYWIDE CONCRETE REPAIR FY 2017-2018." Said work to be performed in accordance with specifications and standards on file in the office of the City Engineer and in accordance with bid prices hereinafter mentioned and in accordance with the instruction of the City Engineer. INCORPORATED DOCUMENTS TO BE CONSIDERED COMPLEMENTARY: The aforesaid specifications are incorporated herein by reference thereto and made a part hereof with like force and effect as if all of said documents were set forth in full herein. Said documents, the Resolution Inviting Bids attached hereto, together with this written agreement, shall constitute the entire contract between the parties. This contract is intended to require a complete and finished piece of work and anything necessary to complete the work properly and in accordance with the law and lawful governmental regulations shall be performed by the Contractor whether set out specifically in the contract or not. Should it be ascertained that any inconsistency exists between the aforesaid documents and this written agreement, the provisions of this written agreement shall control. 3. TERMS OF CONTRACT: The undersigned bidder agrees to execute the contract within fifteen (15) days from the date of notice of award of the contract or upon notice by City after the fifteen (15) days, and to complete his portion of the work within NINETY-ONE (91) working days from the date specified in the Notice to Proceed. The bidder agrees further to the assessment of liquidated damages in the amount of ONE THOUSAND DOLLARS ($1,000) for each calendar day the work remains incomplete beyond the expiration of the completion date. City may deduct the amount thereof from any monies due or that may become due the Contractor under this contract. Progress payments made after the scheduled date of completion shall not constitute a waiver of liquidated damages. C-1 ATTACHMENT 2 P83 4. INSURANCE: The Contractor shall not commence work under this contract until he has obtained all insurance required hereunder in a company or companies acceptable to City nor shall the Contractor allow any subcontractor to commence work on his subcontract until all insurance required of the subcontractor has been obtained. The Contractor shall take out and maintain at all time during the life of this contract the following policies of insurance: a. Workers Compensation Insurance: Before beginning work, the Contractor shall furnish to the Engineer a certificate of insurance as proof that he has taken out full compensation insurance for all persons whom he may employ directly or through subcontractors in carrying out the work specified herein, in accordance with the laws of the State of California. Such insurance shall be maintained in full force and effect during the period covered by this contract. In accordance with the provisions of Section 3700 of the California Labor Code, every contractor shall secure the payment of compensation to his employees. Contractor, prior to commencing work, shall sign and file with the City a certification as follows: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the work of this contract." b. For all operations of the Contractor or any subcontractor in performing the work provided for herein, insurance with the following minimum limits and coverage: (1) General Liability - Bodily Injury (not auto) $2,000,000 each person; $2,000,000 each accident. (2) General Liability - Property Damage (not auto) $1,000,000 each accident; $2,000,000 aggregate. (3) Contractor's Protective - Bodily Injury $1,000,000 each person; $2,000,000 each accident. (4) Contractor's Protective - Property Damage $1,000,000 each accident; $2,000,000 aggregate. (5) Automobile - Bodily Injury $2,000,000 each person; $3,000,000 each accident. (6) Automobile - Property Damage $2,000,000 each accident. C. Each such policy of insurance provided for in paragraph "b." shall: (1) Be issued by an insurance company approved in writing by City, which is qualified to do business in the State of California. The insurance company shall have a policy holder rating of A or higher and a Financial Class VII or higher established by A.M. Best Company Rating Guide; C-2 P84 (2) Name as additional insured the City, its elected officials, officers, agents and employees, and any other parties specified in the bid documents to be so included; (3) Specify it acts as primary insurance and that no insurance held or owned by the designated additional insured shall be called upon to cover a loss under said policy; (4) Contain a clause substantially in the following words: "It is hereby understood and agreed that this policy may not be canceled nor the amount of the coverage thereof reduced until thirty (30) days after receipt by City of a written notice of such cancellation or reduction of coverage as evidenced by receipt of a registered letter." (5) Otherwise be in form satisfactory to City. d. The policy of insurance provided for in subparagraph "a." shall contain an endorsement which: (1) Waives all right of subrogation against all persons and entities specified in subparagraph 4.c. (2) hereof to be listed as additional insured in the policy of insurance provided for in paragraph "b." by reason of any claim arising out of or connected with the operations of Contractor or any subcontractor in performing the work provided for herein; (2) Provides it shall not be canceled or altered without thirty (30) days' written notice thereof given to City by registered mail. e. The Contractor shall at the time of the execution of the contract present the original policies of insurance required in paragraphs "a." and "b." hereof, or present a certificate of the insurance company, showing the issuance of such insurance, and the additional insured and other provisions required herein. 5. PREVAILING WAGE: Notice is hereby given that in accordance with the provisions of California Labor Code, Division 2, Part 7, Chapter 1, Articles 1 and 2, the Contractor is required to pay not less than the general prevailing rate of per diem wages for work of a similar character in the locality in holiday and overtime work. In that regard, the Director of the Department of Industrial Relations of the State of California is required to and has determined such general prevailing rates of per diem wages. Copies of such prevailing rates of per diem wages are on file in the office of the City Clerk of the City of Rancho Cucamonga, 10500 Civic Center Drive, Rancho Cucamonga, California, and are available to any interested party on request. City also shall cause a copy of such determinations to be posted at the job site. Pursuant to provisions of Labor Code Section 1775, the Contractor shall forfeit, as penalty to City, not more than two hundred dollars ($200.00) for each laborer, workman, or mechanic employed for each calendar day or portion thereof if such laborer, workman, or mechanic is paid less than the general prevailing rate of wages hereinbefore stipulated for any work done under the C-3 P85 attached contract, by him or by any subcontractor under him, in violation of the provisions of said Labor Code. 6. APPRENTICESHIP EMPLOYMENT: In accordance with the provisions of Section 1777.5 of the Labor Code as amended by Chapter 971, Statutes of 1939, and in accordance with the regulations of the California Apprenticeship Council, properly indentured apprentices may be employed in the prosecution of the work. Attention is directed to the provisions in Section 1777.5 and 1777.6 of the Labor Code concerning the employment of apprentices by the Contractor or any subcontractor under him. Section 1777.5, as amended, requires the Contractor or subcontractor employing tradesmen in any apprenticable occupation to apply to the joint apprenticeship committee nearest the site of the public works project and which administers the apprenticeship program in that trade for a certificate of approval. The certificate will also fix the ratio of apprentices to journeymen that will be used in the performance of the contract. The ratio of apprentices to journeymen in such cases shall not be less than one to five except: a. When unemployment in the area of coverage by the joint apprenticeship committee has exceeded an average of 15 percent in the 90 days prior to the request for certificate, or b. When the number of apprentices in training in the area exceeds a ratio of one to five, or C. When the trade can show that it is replacing at least 1/30 of its membership through apprenticeship training on an annual basis statewide or locally, or d. When the Contractor provides evidence that he employs registered apprentices on all of his contracts on an annual average of not less than one apprentice to eight journeymen. The Contractor is required to make contributions to funds established for the administration of apprenticeship programs if he employs registered apprentices or journeymen in any apprenticable trade on such contracts and if other contractors on the public works site are making such contributions. The Contractor and subcontractor under him shall comply with the requirements of Sections 1777.5 and 1777.6 in the employment of apprentices. 7. LEGAL HOURS OF WORK: Eight (8) hours of labor shall constitute a legal day's work for all workmen employed in the execution of this contract, and the Contractor and any subcontractor under him shall comply with and be governed by the laws of the State of California having to do with working hours set forth in Division 2, Part 7, Chapter 1, Article 3, of the Labor Code of the State of California as amended. 8. The Contractor or Subcontractor shall forfeit, as a penalty to the City of Rancho Cucamonga, twenty-five dollars ($25.00) for each worker employed in C-4 P86 the execution of the contract by the respective contractor or subcontractor for each calendar day during which the worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of this article. 8. TRAVEL AND SUBSISTENCE PAY: Contractor agrees to pay travel and subsistence pay to each workman needed to execute the work required by this contract as such travel and subsistence payments are defined in the applicable collective bargaining agreements filed in accordance with Labor Code Section 1773.1. 9. CONTRACTOR'S LIABILITY: The City of Rancho Cucamonga and its elected officials, officers, agents and employees 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 or damage to any person or persons, either workmen, employees of the Contractor or his subcontractors or the public, or for damage to adjoining or other property from any cause whatsoever arising out of or in connection with the performance of the work. The Contractor shall be responsible for any damage or injury to any person or property resulting from defects or obstructions or from any cause whatsoever, except the sole negligence or willful misconduct of the City, its employees, servants, or independent contractors who are directly responsible to City during the progress of the work or at any time before its completion and final acceptance. The Contractor will indemnify City against and will hold and save City harmless from any and all actions, claims, damages to persons or property, penalties, obligations, or liabilities that may be asserted or claimed by any person, firm, entity, corporation, political subdivision, or other organization arising out of or in connection with the work, operation, or activities of the Contractor, his agents, employees, subcontractors, or invitees provided for herein, whether or not there is concurrent passive or active negligence on the part of City, but excluding such actions, claims, damages to persons or property, penalties, obligations, or liabilities arising from the sole negligence or willful misconduct of City, its employees, servants, or independent contractors who are directly responsible to City, and in connection therewith: a. The Contractor will defend any action or actions filed in connection with any of said claims, damages, penalties, obligations, or liabilities and will pay all costs and expenses, including attorneys' fees incurred in connection therewith. b. The Contractor will promptly pay any judgment or award rendered against the Contractor or City covering such claims, damages, penalties, obligations, and liabilities arising out of or in connection with such work, operations, or activities of the Contractor hereunder or reasonable settlement in lieu of judgment or award, and the Contractor agrees to save and hold the City harmless therefrom. C. In the event City is made a party to any action or proceeding filed or prosecuted against the Contractor for damages or other claims arising out of or in connection with the project, operation, or activities of the Contractor hereunder, the Contractor agrees to pay to City any and all C-5 P87 costs and expenses incurred by City in such action or proceeding together with reasonable attorneys' fees. So much of the money due to the Contractor under and by virtue of the contract as shall be considered necessary by City may be retained by City until disposition has been made of such actions or claims for damage as aforesaid. 10. NON-DISCRIMINATION: No discrimination shall be made in the employment of persons upon public works because of age, disability, race, color, religion, sex, sexual orientation or national origin of such persons, and every contractor for public works violating this section is subject to all the penalties imposed for a violation of Division 2, Part 7, Chapter 1 of the Labor Code in accordance with the provisions of Section 1735 of said Code. 11. CONTRACT PRICE AND PAYMENT: City shall pay to the Contractor for furnishing the material and doing the prescribed work per the unit prices set forth in accordance with Contractor's Proposal. IN WITNESS WHEREOF, the parties hereto have caused these present to be duly executed with all the formalities required by law on the respective dates set forth opposite their signatures. State of California Contractor's License #: By: Date Title By: Title CITY OF RANCHO CUCAMONGA, CALIFORNIA By: L. Dennis Michael, Mayor Date Contractor's Business Phone Number BY: Janice C. Reynolds, City Clerk . Emergency Phone Number at which Contractor can be reached at any time RM C O N T R A C T FAITHFUL PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENT: THAT as Principal, and as Surety, are held and firmly bound unto the City of Rancho Cucamonga, hereinafter called City, in the just and full amount of (Written) $ (Figures) payment whereof we hereby bind ourselves, our heirs, executors administrators, successors and assigns, jointly and severally, firmly by these presents. Given under our hands and sealed with our seal this day of , 20 The condition of the foregoing obligation is such that, WHEREAS, the above-named principal is about to enter into a contract with the City, whereby said principal agrees to construct "CITYWIDE CONCRETE REPAIR FY 2017-2018" in accordance with the AGREEMENT dated , which said contract is hereby referred to and made a part hereof to the same extent as if the same were herein specifically set forth; NOW, THEREFORE, if the said principal shall well and truly do and perform all things agreed by the principal in said contract to be done and performed, then this obligation is to be void; otherwise it will remain in full force and effect; PROVIDED, that for value received the undersigned stipulate and agree that no amendment, change, extension of time, alteration or addition to said contract, or agreement, or of any feature or item or items of performance required therein or thereunder shall in any manner affect the obligations of the undersigned under this bond; and the surety does hereby waive notice of such amendment, limitation of time for bringing action on this bond by the City, change, extension of time, alteration or addition to said contract or agreement and of any feature or time of performance required therein or thereunder. WITNESS our hands this day of , 20 By: Surety: Title: By: Individual Partnership Corporation Other, explain SIGNATURES OF CONTRACTOR MUST BE ACKNOWLEDGED BEFORE A NOTARY PUBLIC. PLEASE ATTACH APPROPRIATE ACKNOWLEDGMENT FORMS (INDIVIDUAL, PARTNERSHIP, CORPORATION, ETC.). B-1 ■ P88 P89 Bond No. PAYMENT BOND (Labor and Materials) KNOW ALL PERSONS BY THESE PRESENTS that: WHEREAS the CITY OF RANCHO CUCAMONGA (name of City) ("City") has awarded to (Name and address of Contractor) ("Principal"), a contract (the "Contract") for the work described as follows: "CITYWIDE CONCRETE REPAIR FY 2017-2018" WHEREAS, Principal is required under the terms of the Contract and the California Civil Code to secure the payment of claims of laborers, mechanics, materialmen, and other persons as provided by law. NOW THEREFORE, we, the undersigned Principal, and (Name and address of Surety) ("Surety") a duly admitted surety insurer under the laws of the State of California, as Surety, are held and firmly bound unto City in the penal sum of ($ ), this amount being not less than one hundred percent (100%) of the total contract price, in lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal, his, her or its heirs, executors, administrators, successors or assigns, or subcontractors shall fail to pay any of the persons named in Section 9100 of the California Civil Code, or any amounts due under the Unemployment Insurance Code with respect to work or labor performed under the Contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the Principal and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code, with respect to work or labor performed under the Contract, the Surety will pay for the same in an amount not exceeding the penal sum specified in this bond; otherwise, this obligation shall become null and void. B-2 Payment Bond (continued) P90 This bond shall insure to the benefit of any of the persons named in Section 9100 of the California Civil Code so as to give a right of action to such persons or their assigns in any suit brought upon the bond. In case the suit is brought upon this bond, Surety further agrees to pay all court costs and reasonable attorneys' fees in an amount fixed by the court. FURTHER, the Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, addition or modification to the terms of the Contract, or of the work to be performed thereunder, or the specifications for the same, shall in any way affect its obligations under this bond, and it does hereby waive notice of any such change, extension of time, alteration, addition, or modification to the terms of the Contract or to the work or to the specifications thereunder. Surety hereby waives the provisions of California Civil Code Sections 2845 and 2849. IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall for all purposes be deemed an original hereof, have been duly executed by Principal and Surety, on the date set forth below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body. Date: "Principal" By: Its By. Its "Surety" By: Its By: Its (Seal) (Seal) Note: This bond must be executed in duplicate and dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be attached. B-3 C O N T R A C T WORKER'S COMPENSATION INSURANCE CERTIFICATE The Contractor shall execute the following form as required by the California Labor Code, Sections 1860 and 1861: I am aware of the provision of Section 3700 of the Labor Code which requires every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Date (Contractor) By: Attest: By: (Signature) (Title) (Signature) (Title) INS -1 P91 P92 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR - FY 2017/2016" TO THE CITY OF RANCHO CUCAMONGA: The undersigned bidder declares that he has carefully examined the location of the proposed work, that he has examined the Plans, Special Provisions and Specifications, and read the accompanying Instruction to Bidders, and hereby proposes and agrees, if this proposal is accepted, to furnish all material and do all the work required to complete the said work in accordance with the Plans, Special Provisions and Specifications, in the time and manner therein prescribed for the unit cost and lump sum amounts set forth in the schedule on the following Proposal. Base Bid Location 1: P.C.C. Access Ramps 1 thru 12 (See Appendix 5) Item No. Description Reference Specification Qty. Unit Unit Price Price 1.1 Clearing and Grubbing - Includes all removal and disposal 300 1 LS 5, 0 58 _v D j O 5S 1.2 Construct A.C. Pavement, including removals of existing 200-1 117 SF 110- 9.,3 Lie — Construct P.C.C. Access Ramps, including adjoining sidewalk, curb & gutter, horizontal cut, retaining 1.3 curb, sawcut and removal of Appendix 5 2,686 SF existing P.C.C. (retaining curb, Access Ramps curb & gutter, and horizontal cut are measured in the horizontal in 13.It36, ��// Z6 0- plane) complete place 1.4 Install Truncated Dome 132 SF 4— &,V 12. 1.5 Grind A.C. and P.C.C. Pavement 23 SF 3 5 — Total: Location 1- P.C.C. Access Ramps 1 thru 12: P-1 $05 - 53� Iqq. f= � P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR — FY 2017/2018" Base Bid P93 Location 2: North Victoria Windrows Loop (Outside) 2.4 201, 303-5 123 LF tL� _ Item Description Reference Qty. Unit Unit Price Price No. 300-1 Specification _ 615- 'r_2.6 2.6Asphalt Concrete Pavement 2.1 Remove Existing 4" Sidewalk 300-1 8,712 SF / Sm yg 156 SFU 2.2 Construct New 4" Sidewalk 201,303-5 8,712 SF 3$, 332 go 2.3 Remove Existing 8" Curb and 18" Gutter 300-1 123 LF i0 — 1,13o- ,230-- 2.4 Constuct New 8" Curb and 18" Gutter 201, 303-5 123 LF tL� _ a, 2.5 Remove A.C. Pavement 300-1 123 SF _ 615- 'r_2.6 2.6Asphalt Concrete Pavement (203-6,302-5) 123 SF S _ Qq 2.7 Remove Existing 6" Residential 300-1 156 SFU 3-- U �1 �� — Sidewalk and Drive Approach 2.8 Construct New 6" Residential Sidewalk Drive Approach 201, 303-5 156 SF / / — 936— and W Total: Location 2 — North Victoria Windrows Loop (Outside):3 , g6 Base Bid Location 3: North Victoria Windrows Loop (Inside) Item Description Reference Qty. Unit Unit Price Price No. Specification 3.1 Remove Existing 4" Sidewalk 300-1 7,093 SF 41 3.2 Construct New 4" Sidewalk 201,303-5 7,093 SF Total: Location 3 — North Victoria Windrows Loop (Inside): Sq I S$ I P-2 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR — FY 2017/2018" Base Bid P94 Location 4: Bougainvillea Area 201 LF 110— Lit02 300-1 201 SF r — Item Description Reference Qty. Unit Unit Price Price No. 1339- t 332201,303-5 Specification 444 SF 2 t &/0 _ 4.1 Remove Existing 4" Sidewalk 300-1 8,404 SF 4.2 Construct New 4" Sidewalk 201,303-5 8,404 SF "t 4.3 Remove Existing 8" Curb and 18" Gutter 300-1 201 LF l0 2 r0Ia — 4.4 Construct New 8" Curb and 18" Gutter 4.5 Remove A.C. Pavement 4.6 Asphalt Concrete Pavement Remove Existing 6" Residential 4'� Sidewalk and Drive Approach 4.8 Construct New 6" Residential Sidewalk and Drive Approach Base Bid Location 5: Victoria Park Lane 201,303-5 201 LF 110— Lit02 300-1 201 SF r — l , oQ (203-6,302-5) 201 SF— / og _ 300-1 444 SF 3 -- 1339- t 332201,303-5 201,303-5 444 SF 2 t &/0 _ Total: Location 4 — Bougainvillea Area: 53A 3 2 , ba v' Item Description Reference Qty. Unit Unit Price Price No. Specification 5.1 Remove Existing 4" Sidewalk 300-1 6,899 SF [' 2 SQ 5.2 Construct New 4" Sidewalk 201,303-5 6,899 SF 4j. 40� 301 Total: Location 5 — Victoria Park Lane: d; V, - P -3 P-3 P95 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR - FY 2017/2018" Base Bid Location 6: South Victoria Windrows Loop Item No. Total Description Reference Specification Qty. Unit Unit Price Price 6.1 Remove Existing 4" Sidewalk 300-1 5,122 SF - 6.2 Construct New 4" Sidewalk 201,303-5 5,122 SF (j. �{o rl IS, 636. � 7.3 Remove Existing 8" Curb and 18" 300-1 83 LF 10— 30 — 93o- 6.3 Gutter 300-1 79 LF 10- 0-6.4 6.4 Construct New 8" Curb and 18" Gutter 201, 303-5 79 LF Q-0— I - 6.5 Remove A.C. Pavement 300-1 79 SF 9- —6.6 6.6 Asphalt Concrete Pavement (203-6,302-5) 79 SF 1_ 01— Total Location 6: South Victoria Windrows Loop: Base Bid Location 7: Carob Area Item No. Description Reference Specification Qty. Unit Unit Price Price 7.1 Remove Existing 4" Sidewalk 300-1 5,041 SF 7.2 Construct New 4" Sidewalk 201,303-5 5,041 SF { a r�2, I go . 4r 7.3 Remove Existing 8" Curb and 18" 300-1 83 LF 10— 30 — 93o- Gutter 7.4 7.4 Construct New 8" Curb and 18" Gutter 201, 303-5 83 LF 20 + I 6 0 ,- 7.5 Remove A.C. Pavement 300-1 83 SF 7.6 Asphalt Concrete Pavement (203-6,302-5) 83 SF 7.7 Remove Existing 6" Residential 300-1 417 SF 3- —7 Sidewalk and Drive Approach 8 7.8 Construct New 6" Residential Sidewalk Drive Approach 201, 303-5 417 SF and Total Location 7: Carob Area: 41q, 6q. 4r P-4 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR — FY 2017/2018" Base Bid P96 Location 8: Site VW -15,12500 Nasturtium Item Description Reference Qty. Unit Unit Price Price No. Specification 8.1 Remove Existing 4" Sidewalk 300-1 2,275 SF L(— q, 100- 8.2 Construct New 4" Sidewalk 201,303-5 2,275 SF L ko 10, oto _ Total Location 8: Site VW -15: Base Bid Location 9: Site VW 22, Section A; 6670 Plum Item Description Reference Qty. Unit Unit Price Price No. Specification 9.1 Remove Existing 4" Sidewalk 300-1 1,637 SF L 9.2 Construct New 4" Sidewalk 201,303-5 1,637 SF t t. 40 �O Total Location 9: Site VW 22, Section A: f 3, 50 , go V - Base Bid Location 10: Site VW 22, Section B; 6670 Plum Item Description Reference Qty, Unit Unit Price Price No. Specification 10.1 Remove Existing 4" Sidewalk 300-1 1,876 SF [' _ It 5dy 10.2 Construct New 4" Sidewalk 201,303-5 1,876 SF k� ¢ 2S 40 vl _ Total Location 10: Site VW 22, Section B: �/9 4� P-5 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR - Fr 2017/2018" Base Bid P97 Location 11: Spruce Park, 7730 Spruce Item Description Reference Qty. Unit Unit Price Price No. Specification 11.1 Clear and Grub 300-1 576 SF 4- 12 ' 3 Oq _ 11.2 Construct New 4" Sidewalk 201,303-5 576 SF , ko '2,534-f 40 Total Location 11: Spruce Park: Lit Sag . 4a Base Bid Location 12: West Greenway Park, 7755 Meadowcrest Item Description Reference Qty. Unit Unit Price Price No. Specification 12.1 Remove Existing 4" Sidewalk 300-1 346 SF L4 — 11 12.2 Construct New 4" Sidewalk 201,303-5 346 SF 46 Total Location 12: West Greenway Park: P-6 40 rL�'D • 4'0 P98 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR — FY 2017/2018" Additive Bid 1: Silverberry Area One (1) Additional Working Day Item Description Reference Qty. Unit Unit Price Price No. Specification A1.1 Remove Existing 4" Sidewalk 300-1 1,002 SF �— 14,00%— A1.2 4t00% A1.2 Construct New 4" Sidewalk 201,303-5 1,002 SF 44-- 1_ J 008 _ Total Additive Bid 1: t 01/ _ Additive Bid 2: Locust Area One (1) Additional Working Day Item Description Reference Qty. Unit Unit Price Price No. Specification A2.1 Remove Existing 4" Sidewalk 300-1 1,272 SF 5t ou _ A2.2 Construct New 4" Sidewalk 201,303-5 1,272 SF (J _ m Total Additive Bid 2:�� IN _ P-7 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR — FY 2017/2018" Additive Bid 3: Morning Glory Area Two (2) Additional Working Days �- Item Description Reference Qty. Unit Unit Price Price No. A3.7 Specification 300-1 16 SF 3-- A3.1 Remove Existing 4" Sidewalk 300-1 2,252 SF / q — j—A3.8 A3.2 Construct New 4" Sidewalk 201,303-5 2,252 SF q— q, /,� -6 Remove Existing 8" Curb and 18" Total Additive Bid 3: J _ Additive Bid 4: Rockrose Area A3.3 Gutter 300-1 16 LF Two (2) Additional Working Days Construct New 8" Curb and 18" Item No. Description Reference Specification A3.4 Gutter 201, 303-5 16 LF Remove Existing 4" Sidewalk r� A3.5 Remove A.C. Pavement 300-1 16 SF Construct New 4" Sidewalk 201,303-5 Total Additive Bid 4: — �- go - A3.6 Asphalt Concrete Pavement (203-6,302-5) 16 SF �- 125-- A3.7 Remove Existing 6" Residential 300-1 16 SF 3-- Sidewalk and Drive Approach j—A3.8 A3.8 Construct New 6" Residential Sidewalk and Drive Approach 201, 303-5 16 SF / (��_ /,� -6 Total Additive Bid 3: J _ Additive Bid 4: Rockrose Area Two (2) Additional Working Days Item No. Description Reference Specification Qty. Unit Unit Price Price A4.1 Remove Existing 4" Sidewalk 300-1 1,344 SF 5 A4.2 Construct New 4" Sidewalk 201,303-5 1,344 SF 14— f_A4.3 A4.3 Remove Existing 8" Curb and 18" 300-1 47 LF Gutter /0-- 0—A4.4 A4.4 Construct New 8" Curb and 18" Gutter 201, 303-5 47 LF f2-6— A4.5 Remove A.C. Pavement 300-1 47 SF 5-- —A4.6 A4.6 Asphalt Concrete Pavement (203-6,302-5) 47 SF dr .— _ Total Additive Bid 4: — P100 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR – FY 2017/2018" Additive Bid 5: Coriander Area One (1) Additional Working Day Item Unit Unit Price Description No. Item Description Reference Qty. Unit Unit Price Price No. Specification Gutter LF Construct New 8" Curb and 18" A6.4 A5.1 Remove Existing 4" Sidewalk 300-1 954 SF q _ SF Construct New 4" Sidewalk 201,303-5 954 SF 4_A5A5.2 14— Construct New 6" Residential Remove Existing 6" Residential 12 SF Sidewalk and Drive Approach 201,303-5 .3 A5.3 Sidewalk and Drive Approach 300-1 12 SF '� Construct New 6" Residential A5.4 Sidewalk and Drive Approach 201, 303-5 12 SF 2 Total Additive Bid 5: ._✓�^ Additive Bid 6: Basil Area One (1) Additional Working Day Item Unit Unit Price Description No. 988 A6.1 Remove Existing 4" Sidewalk A6.2 Construct New 4" Sidewalk 988 Remove Existing 8" Curb and 18" A6.3 300-1 Gutter LF Construct New 8" Curb and 18" A6.4 201,303-5 it Gutter A6.5 Remove A.C. Pavement A6.6 Asphalt Concrete Pavement SF Remove Existing 6" Residential A6.7 (203-6,302-5) 11 Sidewalk and Drive Approach Construct New 6" Residential A6.8 12 SF Sidewalk and Drive Approach Reference Specification Qty. Unit Unit Price Price 300-1 988 SF -3, 201,303-5 988 SF 300-1 11 LF 201,303-5 it LF 300-1 11 SF (203-6,302-5) 11 SF N 300-1 12 SF �— 201,303-5 12 SF T z P-9 Total Additive Bid 6: P101 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR - FY 2017/2018" Additive Bid 7: Goldenrain Area Seven (7) Additional Working Days Item Reference No. Description Specification Qty. Unit Unit Price Price A7.1 Remove Existing 4" Sidewalk 300-1 3,698 SF q - l L4 , 7a 2 A7.2 Construct New 4" Sidewalk 201,303-5 3,698 SF �J2 _ A7.3 Remove Existing 8" Curb and 18" 300-1 67 �11 Gutter �Q A7.4 Construct New 8" Curb an AWN,33-5 67 LF Gutter A7.5 Remove A.C. Pavement 300-1 67 SF A7.6 Asphalt Concrete Pavement (203-6,302-5) 67 SF A7.7 Remove Existing 6" Residential 300-1 376 SF Sidewalk and Drive Approach 3- A7.8 'A7 8 Construct New 6" Residential 201, 303-5 376 SF Sidewalk and Drive Approach _ , 2— Total Additive Bid 7: 35,99 P-10 P102 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCP.ETE REPAIR — FY 2017/2016" Additive Bid 8: Basswood Area Eight (8) Additional Working Days Item No. Description Reference Specification Qty. Unit Unit Price Price A8.1 Remove Existing 4" Sidewalk 300-1 3,302 SF A8.2 Construct New 4" Sidewalk 201,303-5 3,302 5F A8.3 Remove Existing 8" Curb and 18" Gutter 300-1 42 � 1 A8.4 Construct New 8" Curb and 18" 0 3 LF Gutter � A8.5 Remove A.C. Pavet A 300-1 42 SF A8.6 Asphalt Concrete Pavement (203-6,302-5) 42 SF A8.7 Remove Existing 6" Residential Sidewalk Drive 300-1 1,189 SF 5 and Approach A8.8 Construct New 6" Residential 201, 303-5 1,189 SF /' .- Sidewalk and Drive Approach 1 3 Total Additive Bid 8: W (?2 3- 1 I V/" - P -11 P103 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR - FY 2017/2018" Additive Bid 9: Sugargum Area Three (3) Additional Working Days Item Reference Description No. Specification Qty. Unit Unit Price Price A9.1 Remove Existing 4" Sidewalk 300-1 1,290 SF A9.2 Construct New 4" Sidewalk 201,303-5 1,290 SF Remove Existing 8" Curb and 18" A9.3 300-1 64 LF Gutter A9.4 Construct New 8" Curb and 18" 201, Gutter 3 3- 64 A9.5 Remove A.C. Pavefl 0-1 64 SF C �_ 0-� J A9.6 Asphalt Concrete Pavement (203-6,302-5) 64 SF 6712-- A9.7 Remove Existing 6" Residential 300-1 315 SF /� Sidewalk and Drive Approach `Z 95 — A9.8 Construct New 6" Residential 201, 303-5 315 SF ' Sidewalk and Drive Approach t Total Additive Bid 9: 15, , O � f Additive Bid 10: Tipu Area Two (2) Additional Working Days Item Reference Description Qty. Unit Unit Price Price No. Specification A10.1 Remove Existing 4" Sidewalk 300-1 11088 ..S -f T 3.r, 2- t A10.2 Construct New 4" Sidewalk 20 3 .P,1�110819 SF---Ir---Ir'`_ � 352 Remove Existing 6„ R id is ti A10.3 Sidewalk and Drive Ai 300-1 16 SF A10.4 Construct New 6” Residential 201,303-5 Sidewalk and Drive Approach P-12 16 SF � q6 _ Total Additive Bid 10: t P104 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR - FY 2017/2018" Additive Bid 11: VW -2B, 7176 Etiwanda Two (2) Additional Working Days Item No Description Reference S ecifi(Wio t Unit Price Price A11.1 Remove Existing 4" Sid IT 0 -1 681 SF !? 7 Zq r A11.2 Construct New" Si ewalk 201,303-5 681 SF L., — 2 j 7Z41 Total Additive Bid 11: J ^i q Additive Bid 12: Vintage Park, Section A, 11745 Victoria Park Lane Two (2) Additional Working Days Item Description No. Reference Specification Qty. Unit Unit Price Price Al2.1 Remove Existing 4" Sidewalk 300-1 1,022 SF L, d Al2.2 Construct New 4" Sidewalk 201,303-5 1,022 SF �= Total Additive Bid 12: Additive Bid 13: Vintage Park, Section B, 11745 Victoria Park Lane One (1) Additional Working Day Item Description Reference Qty Unit Unit Price Price No. Specification A13.1 Remove Existing 4" Sidewalk 300-1 2,075 SF 3 A13.2 Construct New 4" Sidewalk 201,303-5 2,075 SF 14— .34 0 -- Total Additive Bid 13: 16, 400— P-13 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR — FY 2017/2018" Additive Bid 14: Milliken Park, 7699 Milliken Ave. Two (2) Additional Working Days Item Description No 1 LS Reference Clearing and Grubbing—Includes A14.1 all removal and disposal A14.2 Construct A.C. Pavement, 61570,6- 570,6`201,303-5 including removals of existing A14.3 Construct New 6" P.C.C. Curb 1r32e-- including removal of existing P105 Reference Specification Qty. Unit Unit Price Price 300 1 LS Reference b&4— Od 200-1 500 SF 1�� 61570,6- 570,6`201,303-5 201,303-5 100 LF 330 SF - 1r32e-- Total Additive Bid 14: 201,303-5 Additive Bid 15: Community Trail, Vista Grove East of Rocky Mountain One (1) Additional Working Day Item Reference Description No. Specification Qty. Unit Unit Price Price A14.1 Clear and Grub 300-1 330 SF - 1r32e-- A14.2 Construct New 4" Flatwork 201,303-5 330 SF 4— 1, 32 in — Total Additive Bid 15: n r Additive Bid 16: Community Trail, Almond Trail at Laramie (East of 5057 Beryl Street) One (1) Additional Working Day Item Reference No. Description Spciicipn it Unit Price Price A14.1 Clear and Grub A14.2 Construct New 8�and 18.. Gutter 160 SF [__ 201,303-5 160 SF 41,5— Total 15._- Total Additive Bid 16: P-14 goo - 20 P106 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR — FY 2017/2018" Additive Bid 17: Community Trail, W/S Archibald Avenue N/O 9686 Norbrook Dr. Two (2) Additional Working Days Item Description Reference Qty. Unit Unit Price Price No. Specification A14.1 Clear and Grub 300-1 420 SF '4- 0� A14.2 Construct New 4" Flatwork 201,303-5 420 SF 4— ' / 1 fO— Total Additive Bid 17: Z—;,3( , Z / 0, P-15 P107 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR - FY 2017/2018" Base Bid Location Amount Location 1: P.C.C. Access Ramps 1 thru 12 (Appendix 5) 53 r e 6 41. 2 - Location 2: North Victoria Windrows Loop (Outside) Location —�q Q Location 3: North Victoria Windrows Loop (Inside) Sq Location 4: Bougainvillea Area Location 5: Victoria Park Lane 5 51 .0 Location 6: South Victoria Windrows Loop y t, a. ( , g_ Location 7: Carob Area -4q, 6 . � 6 Location 8: Site VW -15,12500 Nasturtium 1q, 110 Location 9: Site VW 22, Section A; 6670 Plum $ 13►7SL-sLo — Location 10: Site VW 22, Section B; 6670 Plum 16, I'D Location 11: Spruce Park, 7730 Spruce 44, � 3 S , k% Location 12: West Greenway Park, 7755 Meadowcrest Total Base Bid in Numbers: Total Base Bid in Words: Four- hunc eel 19 h+ -SIX 4, 5Qn) , +H r ee - etiy4►t� - -dive o lla rs an 6d 100 - u 4ed P-16 P108 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR - FY 2017/2018" Additive Bids Location Amount Additive Bid 1: Silverberry Area .� g, 01 ( — Additive Bid 2: Locust Area 101170— d 1 0 — 1� Additive Bid 3: Morning Glory Area Is I T Lg — Additive Bid 4: Rockrose Area` 17"77-3— Zt'l73Additive Additive Bid 5: Coriander Area 3111,0— r11,0—Additive Additive Bid 6: Basil Area S, L4g 5 -- Additive Bid 7: Goldenrain Area 3 sr gq Gt '— Additive Bid 8: Basswood Area 3$ q 23 Additive Bid 9: Sugargum Area I CJ r Q Additive Bid 10: Tipu Area Additive Bid 11: Site VW -2 5 r 4 q5 — Additive Bid 12: Vintage Park, Section A 1117(0— 117(P—Additive Additive Bid 13: Vintage Park, Section B ` c 1 6 aa Additive Bid 14: Milliken Park 4 r 500 Additive Bid 15: Community Trail, Vista Grove East of Rocky Mountain n . I e140— 140—Additive Additive Bid 16: Community Trail, Almond Trail at Laramie (East of 5057 Beryl Street) 1100,0— () 1 DO,0 — Additive Bid 17: Community Trail, W/S Archibald Avenue N/O 9686 Norbrook Dr. Total Additive Bids in numbers: �'�� 0 2 0� Total Additive Bids in words: -two - kLj(,gd +Wen - 4.04'541A 1 P iqt +j - n j nQ dellars and Ao a -h-w®- and efe'4 "lions . P-17 P109 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR - FY 2017/2018" Total Base Bid plus Additive Bids in Numbers: / �6 (To Be Used for Bid Purposes Only) Total Base Bid plus Additive Bids in Words: Seven - 64C4 six- 40U,54fld , sib-4undted :S"0A+y — 1'014r d d 1 j g f S otn ei n It BIDDER SIGNATURE` DATE: Dr°GeM bir jlZQt� BY: 0 f1G - Address: Q 44 R,4 D f p r iye _r_q 61 a 3 21-/ Phone: 'r -I ICM I _7) -1-"_- P-18 BIDDER AGREEMENT The undersigned also agrees as follows: FIRST: Within 15 calendar days from the receipt of the Notice of Award of Contract, to execute the contract, and to furnish to the City of Rancho Cucamonga, two (2) satisfactory bonds in the amounts specified in the Notice Inviting Bids guaranteeing the faithful performance of the work and payment of bills. SECOND: To begin work within ten (10) calendar days after the date specified in the Notice to Proceed and to prosecute said work in such a manner as to complete it within Seventy -Five (75) working days, plus additional working days as noted on the proposal sheets for each additive bid awarded, after such specified date. Accompanying this proposal is cash, a cashier's check, or a certified check of a bidder's bond for not less than 10% of the total amount of the bid payable to the City which is to be forfeited, as liquidated damages, if, in the event the contractor does not execute the contract and furnish satisfactory bonds under the conditions and within the time specified in this proposal, otherwise said cash, cashiers' check, certified check, or bidders' bond is to be returned to the undersigned. Within 15 calendar days after award of the contract, the City of Rancho Cucamonga will return the bidder's bond accompanying such proposal not considered in making the award. All other bidders' bonds will be held until the expiration of NINETY (90) days from the date of the award of contract. They will then be returned to the respective bidders whose proposals they accompany. RTnnFR 1',r,I-I-An , GG Cj'1.�2y IMPORTANT NOTICE: If bidder is a corporation, state legal name of corporation and names of the president, secretary, treasurer, and manager; co -partnership, state true name of firm and names of all individual copartners composing firm; or an individual, state first and last names in full. "I declare under penalty of perjury of the laws of the State of California the representations made herein are true and correct in accordance with the requirements of California Business and Professions Code Section 7028.15." *V11S'� California State Contractors License Number P-19 AI. 31 s+ , 201q Expiration Date Pilo Bidder Agreement (continued) SIGN HERE x Officer ) 0 r _ Off r Officer ' Title � Rfes id ��►-}- Tit �eGe-e ar Title Title P111 Date SLB . D to Date Date Signature and title of the officer(s) set forth above shall be authorized to sign contracts on behalf of the corporation, co -partnership or individual. If signature is by an agent, other than an officer of the corporation or a member of a partnership, a Power of Attorney must be on file with the City of Rancho Cucamonga prior to or at time of bid opening; otherwise the bid will be subject to rejection by the City of Rancho Cucamonga. P-20 P112 BIDDER INFORMATION The bidder shall furnish the following information. Additional sheets may be attached if necessary. NAME OF FIRM: Type of Firm: ©?Y1 Gon+rac,+i! a =nc, Corporation Individual Partnership Business Mailing t� Address: lo65 r�8r Dr 'v? -- 2.3 ?-- �232�i Place of Business: rJ)ra23sq Place of Residence: G 1+4 �T Gal"tnn �a Telephone No.: 'Q 0q )�- Contractor's License: State: G License No. Names and titles of all members of the firm: D,g V d M aaa ng T(-. `SC,V�r-e- P1re4:E(eA+ Wo Secre, +anti Number of years as a contractor in construction work of this type Three projects of this type recently completed: Contract Amount Type of Project Date Completed Owner's Name & Address CAA-- of fetsggenq, k� coa; r ASRa 15 = 20�� ° c de a; cg 9e ► Da` NO✓• e 103�� $�-e — 5id8�lk, ct�,DC'ivew R � 20► �ancko Lcu.�n►o c�g5 Or+va.�f �¢ , 30�Zob� C. k-1 4 uP�l 130 �J• ens Ay2 Person whoinspected Landscape Site of the proposed work for your firm: Name: �J D��►/►ud y�$y� �"EW--a-{y( Date of Inspection: I.' 05• Z 01 NOTE: If requested by the City, the Bidder shall furnish a notarized financial statement, references, and other information, sufficiently comprehensive to permit an appraisal of his current financial condition. P-21 P113 SUBCONTRACTORS In compliance with Section 2-3 of the Standard Specifications and the Provisions of the Public Contract Code Section 4100, the undersigned bidder herewith sets forth the name and location of the place of business of each subcontractor who will perform work or labor or render service to the general contractor in or about the construction of the work or improvement in an amount in excess of one-half of one percent (1/2%) of the general contractor's total bid or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of one percent (1/2%) of the general contractor's total bid or ten thousand dollars ($10,000.00), whichever is greater and the portion of the work which will be done by each subcontractor as follows: Subcontractor's Business License Description of Work and Name Address No. Percent M of Total Bid Total % of the work to be performed by Subcontractors listed above: NP1 o Effective July 1, 2014, the bidder shall provide the California Contractor License Number of each subcontractor listed. New Section 4104 contains the following language: "An inadvertent error in listing the California contractor license number provided pursuant to paragraph (1) shall not be grounds for filing a bid protest or grounds for considering the bid nonresponsive if the corrected contractor's license number is submitted to the public entity by the prime contractor within 24 hours after the bid opening and provided the corrected contractor's license number corresponds to the submitted name and location for that subcontractor." P-22 DECLARATION OF ELIGIBILITY TO CONTRACT (Labor Code Section 1777.1; Public Contract Code Section 6109) The undersigned contractor, certifies and declares that: 1. The undersigned contractor is aware of Sections 1777.1 and 1777.7 of the California Labor Code, which prohibit a contractor or subcontractor who has been found by the Labor Commissioner or the Director of Industrial Relations to be in violation of certain provisions of the Labor Code, from bidding on, being awarded, or performing work as a subcontractor on a public works project for specified periods of time. 2. The undersigned contractor is not ineligible to bid on, be awarded or perform work as a subcontractor on a public works project by virtue of the foregoing provisions of Sections 1777.1 or 1777.7 of the California Labor Code or any other provision of law. 3. The undersigned contractor is aware of California Public Contract Code Section 6109, which states: "(a) A public entity, as defined in Section 1100 (of the Public Contract Code), may not permit a contractor or subcontractor who is ineligible to bid or work on, or be awarded, a public works project pursuant to Section 1777.1 or 1777.7 of the Labor Code to bid on, be awarded, or perform work as a subcontractor on, a public works project. Every public works project shall contain a provision prohibiting a contractor from performing work on a public works project with a subcontractor who is ineligible to perform work on the public works project pursuant to Section 1777.1 or 1777.7 of the Labor Code. (b) Any contract on a public works project entered into between a contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a subcontractor on a public works contract, and any public money that may have been paid to a debarred subcontractor by a contractor on the project shall be returned to the awarding body. The contractor shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the project." 4. The undersigned contractor has investigated the eligibility of each and every subcontractor the undersigned contractor intends to use on this public works project, and determined that none of them is ineligible to perform work as a subcontractor on a public works project by virtue of the foregoing provisions of the Public Contract Code, Sections 1777.1 or 1777.7 of the Labor Code, or any other provision of law. The undersigned declares under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed this JIL day ofpocenber , 20_Lf:� , at C01+0ti Gq (place of execution), California. I rA P114 signature Name: ,uviol iYlaggnq �� Title: Name ofCompany: , P-23 P115 CERTIFICATION OF NON-DISCRIMINATION BY CONTRACTORS As suppliers of goods or services to the City of Rancho Cucamonga, the firm listed below certifies that it does not discriminate in its employment with regard to age, disability, race, color, religion, sex, sexual orientation or national origin, that it is in compliance with all federal, state and local directives and executive orders regarding non-discrimination in employment; and that it agrees to demonstrate positively and aggressively the principle of equal opportunity in employment. We agree specifically: 1. To establish or observe employment policies which affirmatively promote opportunities for minority persons at all job levels. 2. To communicate this policy to all persons concerned, including all company employees, outside recruiting services, especially those serving minority communities, and to the minority communities at large. 3. To take affirmative steeps to hire minority employees within the firm. FIRM: _D[n C& -t�-M4 MAC TITLE OF PERSON SIGNING: re.51c e 8114 x SIGNATURE: DATE: r► Please include any additional information available regarding equal opportunity employment programs now in effect within your firm. '' �r►� ,en-���� Gov►�pa� N �'s (fir► eo� fter'a+ bu m, f�-�cci P-24 ;A1[:1 NON -COLLUSION DECLARATION The undersigned declares: am the OwnfVres+fide,of Dqa CQV%+ iv►s i Srr�•r the party making the foregoing bid. The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose. Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute this declaration on behalf of the bidder. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed ! on(date) , at CD , l"�'� (city), 1 �.Q�{fo(/�lq (state) . k Signature P-25 P117 CITY OF RANCHO CUCAMONGA PUBLIC WORKS SERVICES DEPARTMENT SPECIAL PROVISIONS NOTICE TO CONTRACTORS PROPOSAL AND CONTRACT CITYWIDE CONCRETE REPAIR FY 2017-2018 BID OPENING: Tuesday, December 12, 2017 at 2:00 PM P118 CITY OF RANCHO CUCAMONGA NOTICE INVITING BIDS PROPOSAL, CONTRACT AND SPECIFICATIONS L4D* 7 CITYWIDE CONCRETE REPAIR FY 2017-2018 PREPARED BY: CITY OF RANCHO CUCAMONGA 8794 LION STREET RANCHO CUCAMONGA, CALIFORNIA 91730 (909) 477-2730 WILLIAM WITTKOPF PUBLIC WORKS SERVICES DIRECTOR CITY OF RANCHO CUCAMONGA TABLE OF CONTENTS NoticeInviting Bids........................................................................................... Instructions to Bidders............................................................... A. Proposals B. Delivery of Proposals C. Withdrawal of Proposals D. Disqualification of Bidders and Proposals E. Signature of Contractor F. Bid Bond G. Addendum H. Examination of Plans, Specifications, and Site of Work I. Estimated Quantities J. Competency of Bidder K. Award and Execution of Contract L. Return of Proposal Guarantee M. City Business License N. Equivalent Materials O. Pre -Bid Meeting Proposal.................................................... Schedule of Unit Cost and Lump Sum Amounts Bidder Agreement Bidder Information Subcontractors Declaration of Eligibility to Contract Certificate of Non -Discrimination by Contractors Non -Collusion Affidavit Bid Bonds Contract Agreement.............................................................. Faithful Performance Bond ................................................... Labor and Materials Bond .................................................... Compensation Insurance Certificate ..................................... Maintenance Guarantee Bond ............................................... SPECIAL PROVISIONS SPECIFICATIONS — Governed by "Green Book" Standard Specifications AMENDMENTS to "Green Book" Standard Specifications PART I - GENERAL PROVISIONS 1061': N-1 thru 5 ... I-1 thru 8 ............ P-1 thru 26 .0-1 thru 6 ........... B-1 .13-2 thru 3 ....... INS -1 ....... MB -1 Section 1 - Terms, Definitions, Abbreviations, Units of Measure and Symbols....................................GP-1 P120 Table of Contents (continued) Section 2 - Scope and Control of the Work................................................................................. GP -2 thru 5 Section 3 - Changes in Work....................................................................................................... GP -6 thru 7 Section 4 - Control of Materials................................................................................................ GP -8 thru 10 Section5 - Utilities...............................................................................................................................GP-11 Section 6 - Prosecution, Progress and Acceptance of the Work .............................................. GP -12 thru 13 Section 7 - Responsibilities of the Contractor......................................................................... GP -14 thru 24 7-8.6.3 — Storm Water Pollution Prevention Plan ........................................................................GP-17 Section 8 - Facilities for Agency Personnel..........................................................................................GP-25 Section 9 - Measurement and Payment.................................................................................................GP-26 PART 2 -CONSTRUCTION MATERIALS Section 200 -Rock Materials 200-1 Rock Products............................................................................................................ MA -1 200-2 Untreated Base Materials........................................................................................... MA -1 Section 201 - Concrete, Mortar and Related Materials 201-1 Portland Cement Concrete......................................................................................... MA -3 Section 203 - Bituminous Materials 203-5 Emulsion Aggregate Slurry ........................................................................................ MA -4 203-6 Asphalt Concrete........................................................................................................ MA -4 203-11 Asphalt -Rubber Hot Mix (ARHM)........................................................................... MA -4 203-17 Asphalt -Rubber Crack and Joint Sealant.........................................................MA-4 thru 5 Section 214 -- Traffic Striping, Curb and Pavement Markings and Pavement Markers ...................... MA -6 PART 3 - CONSTRUCTION METHODS Section 300 - Earthwork 300-1 Clearing and Grubbing................................................................................................ME-1 300-2 Unclassified Excavation..............................................................................................ME-1 300-3 Structure Excavation and Backfill..............................................................................ME-2 300-4 Unclassified Fill..........................................................................................................ME-2 300-7 Earthwork for Channels................................................................................... ME -2 thru 3 Section 301 — Subgrade Preparation, Treated Materials, and Placement of Base Materials 301-1 Subgrade Preparation..................................................................................................ME-4 301-2 Untreated Base............................................................................................................ME-4 Section 302 - Roadway Surfacing 302-1 Cold Milling of Existing Pavement............................................................................ME-5 302-2 Chip Seal.....................................................................................................................ME-5 302-4 Slurry Seal Surfacing..................................................................................................ME-5 302-5 Asphalt Concrete Pavement............................................................................. ME -6 thru 8 302-7 Pavement Fabric............................................................................................... ME -8 thru 9 Table of Contents (continued) 302-9 Asphalt Rubber Hot Mix (AHRM)......................... 302-10 Asphalt Rubber Aggregate Membrane ................... 302-14 Existing Asphalt Surface Preparation ..................... Section 303 - Concrete and Masonry Construction P121 . ME -9 thru 10 ............ ME- 10 ME -10 thru 13 303-1 Concrete Structures...................................................................................... ME -14 thru 15 303-4 Masonry Construction.................................................................................. ME -15 thru 16 303-5 Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps and Driveways..................................................ME-16 303-9 Interlocking Concrete Pavers....................................................................................ME-17 Section 314 — Traffic Striping, Curb and Pavement Markings, and Pavement Markers 314-2 Removal of Traffic Striping and Curb and Pavement..............................................ME-18 314-3 Removal of Pavement Markers.................................................................................ME-18 314-4 Application of Traffic Striping and Curb and Pavement Markings ............. ME -18 thru 19 314-5 Pavement Markers.................................................................................................... ME -19 PART 8 — LANDSCAPING AND IRRIGATION Section 800 - Materials 800-1 Landscaping Materials .................................. 800-2 Irrigation System Materials ........................... 800-3 Electrical Materials ....................................... Section 801 - Installation 801-1 General.................................................................... 801-2 Earthwork and Topsoil Placement .......................... 801-3 Header Installation.................................................. 801-4 Planting................................................................... 801-5 Irrigation System Installation .................................. 801-6 Maintenance and Plant Establishment .................... 801-9 Guarantee................................................................ PART 9 — CITYWIDE CONCRETE REPAIR Section 900 — Special Provisions for Citywide Concrete Repair 901 Scope of Work................................................................... 902 Supervision........................................................................ 903 Response of Contractor...................................................... 904 Notification of Businesses and Residences ........................ 905 Digital Pictures................................................................... 906 Safety Measures................................................................. 907 Portland Cement Concrete ................................................. 908 Bituminous Pavement........................................................ 909 Removal of Defective or Unauthorized Work ................... 910 Parks, Landscapes and Community Trails ......................... ................... ME -20 thru 23 ................... ME -23 thru 25 ................... ME -25 thru 26 ................................ ME -27 ................... 1VIE-27 thru 28 ................................ ME -28 ................... 1VIE-28 thru 31 ................... ME -31 thru 35 ................... ME -35 thru 36 ................................ ME -3 6 ............ SP -1 ............ SP -1 ............ SP -1 ............ SP -2 ............ SP -2 ............ SP -2 .. SP -2 thru 4 ............ SP -4 ............ SP -4 ............ SP -4 Table of Contents (continued) 910.1 Walks and Other Flatwork................ 910.2 River Washed Granite Cobblestones 910.3 P.C.C. Mow Curbs ............................ 910.4 Ball Field Curbs ................................ 910.5 Concrete Water Bars ......................... 910.6 Three Course Seat Walls ................... 911 Equipment ......................................... 912 Traffic Control .................................. 913 Site Maintenance ............................... 914 Preservation of Property ................... 915 Contract Proposal .............................. APPENDIX 1. Permits Application for Construction Permit Temporary Street and Lane Closure Permit 2. Standard Drawings and Plans City Standard Plans 3. Project Maps P122 .................................................................... SP-4 .................................................................... SP -4 .......................................................... SP -4 thru 5 .................................................................... SP-5 .................................................................... SP-5 .................................................................... SP-5 .................................................................... SP-5 .................................................................... SP-5 .................................................................... SP -6 .......................................................... SP -6 thru 7 .................................................................... SP -7 Street Areas Paseos Community Trail — Almond Trail at Laramie (5057 Beryl St.) Community Trail — Archibald Ave. at 9686 Norbrook Dr. Community Trail — Vista Grove east of Rocky Mountain Pl. Milliken Park Tree Wells 4. Location Detail 5. Ramp Drawings 6. City Working Day Calendar P123 NOTICE INVITING SEALED BIDS OR PROPOSALS FOR "CITYWIDE CONCRETE REPAIR FY 2017-2018" Pursuant to a Resolution of the Council of the City of Rancho Cucamonga, San Bernardino County, California, directing this notice, NOTICE IS HEREBY GIVEN that said City of Rancho Cucamonga will receive at the Office of the City Clerk in the offices of the City of Rancho Cucamonga, on or before the hour of 2:00 p.m. on TUESDAY, DECEMBER 12, 2017, sealed bids or proposals for the "CITYWIDE CONCRETE REPAIR FY 2017-2018" in said City. A mandatory pre-bid meeting will be held on Thursday, November 30, 2017 beginning at 9:00 a.m. Refer to Item "O.Pre-Bid Meeting" of the "Instructions to Bidders" of the bid documents for approximate directions. Attendees are required to sign in at the pre-bid meeting. Bids from companies that did not have a representative sign in at the pre-bid meeting will be rejected. Bids will be publicly opened and read in the office of the City Clerk, 10500 Civic Center Drive, Rancho Cucamonga, California 91730. Bids must be made on a form provided for the purpose, addressed to the City of Rancho Cucamonga, California, marked, "Bid for Construction of CITYWIDE CONCRETE REPAIR FY 2017-2018." PREVAILING WAGE: Notice is hereby given that in accordance with the provisions of California Labor Code, Division 2, Part 7, Chapter 1, Articles 1 and 2, the Contractor is required to pay not less than the general prevailing rate of per diem wages for work of a similar character in the locality in which the public work is performed, and not less than the general prevailing rate of per diem wages for holiday and overtime work. In that regard, the Director of the Department of Industrial Relations of the State of California is required to and has determined such general prevailing rates of per diem wages. Copies of such prevailing rates of per diem wages are on file in the office of the City Clerk, City of Rancho Cucamonga, 10500 Civic Center Drive, Rancho Cucamonga, California, and are available to any interested party on request. They can also be found at www.dir.ca.gov/ under the "Statistics and Research" Tab. The Contracting Agency also shall cause a copy of such determinations to be posted at the job site. No contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 (with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)). No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor N-1 Code section 1725.5. P124 This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. For all new projects awarded on or after April 1, 2015, the contractors and subcontractors must furnish electronic certified payroll records to the Labor Commissioner. The requirement to furnish electronic certified payroll records to the Labor Commissioner will apply to all public works projects, whether new or ongoing, beginning January 1, 2016. Pursuant to provisions of Labor Code Section 1775, the Contractor shall forfeit, as penalty to the City of Rancho Cucamonga, not more than two hundred dollars (5200.00) for each laborer, workman, or mechanic employed for each calendar day or portion thereof, if such laborer, workman or mechanic is paid less than the general prevailing rate of wages herein before stipulated for any work done under the attached contract, by him or by any subcontractor under him, in violation of the provisions of said Labor Code. Attention is directed to the provisions in Sections 1777.5 and 1777.6 of the Labor Code concerning the employment of apprentices by the Contractor or any subcontractor under him. Section 1777.5, as amended, requires the Contractor or subcontractor employing tradesmen in any apprenticable occupation to apply to the joint apprenticeship committee nearest the site of the public works project and which administers the apprenticeship program in that trade for a certificate of approval. The certificate will also fix the ratio of apprentices to journeymen that will be used in the performance of the contract. The ratio of apprentices to journeymen in such cases shall not be less than one to five except: A. When unemployment in the area of coverage by the joint apprenticeship committee has exceeded an average of 15 percent in the 90 days prior to the request of certificate, or B. When the number of apprentices in training in the area exceeds a ratio of one to five, or C. When the trade can show that it is replacing at least 1/30 of its membership through apprenticeship training on an annual basis statewide or locally, or D. When the Contractor provides evidence that he employs registered apprentices on all of his contracts on an annual average of not less than one apprentice to eight journeymen. The Contractor is required to make contributions to funds established for the administration of apprenticeship programs if he employs registered apprentices or journeymen in any apprenticable trade on such N-2 P125 contracts and if other Contractors on the public works site are making such contributions. The Contractor and subcontractor under him shall comply with the requirements of Sections 1777.5 and 1777.6 in the employment of apprentices. Information relative to apprenticeship standards, wage schedules, and other requirements may be obtained from the Director of Industrial Relations, ex -officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices. Eight (8) hours of labor shall constitute a legal day's work for all workmen employed in the execution of this contract and the Contractor and any subcontractor under him shall comply with and be governed by the laws of the State of California having to do with working hours as set forth in Division 2, Part 7, Chapter 1, Article 3 of the Labor Code of the State of California as amended. The Contractor or Subcontractor shall forfeit, as a penalty to the City of Rancho Cucamonga, twenty-five dollars ($25.00) for each worker employed in the execution of the contract by the respective contractor or subcontractor for each calendar day during which the worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of this article. Contractor agrees to pay travel and subsistence pay to each workman needed to execute the work required by this contract as such travel and subsistence payments are defined in the applicable collective bargaining agreement filed in accordance with Labor Code Section 1773.1. The bidder must submit with his proposal, cash, cashier's check, certified check, or bidder's bond, payable to the City of Rancho Cucamonga for an amount equal to at least 10% of the amount of said bid as a guarantee that the bidder will enter into the proposed contract if the same is awarded to him, and in event of failure to enter into such contract said cash, cashiers' check, certified check, or bond shall become the property of the City of Rancho Cucamonga. If the City of Rancho Cucamonga awards the contract to the next lowest bidder, the amount of the lowest bidder's security shall be applied by the City of Rancho Cucamonga to the difference between the low bid and the second lowest bid, and the surplus, if any shall be returned to the lowest bidder. The amount of the bond to be given to secure a faithful performance of the contract for said work shall be 100% of the contract price thereof, and an additional bond in an amount equal to 100% of the contract price for said work shall be given to secure the payment of claims for any materials or supplies furnished for the performance of the work N-3 s `z:1 contracted to be done by the Contractor, or any work or labor of any kind done thereon, and the Contractor will also be required to furnish a certificate that he carries compensation insurance covering his employees upon work to be done under contract which may be entered into between him and the said City of Rancho Cucamonga for the construction of said work. Contractor shall possess any and all contractor licenses, in form and class as required by any and all applicable laws with respect to any and all of the work to be performed under this contract; including, but not limited to, a Class "A" License (General Engineering Contractor) or Class C-8 (Concrete Contractor) in accordance with the provisions of the Contractor's License Law (California Business and Professions Code, Section 7000 et. seq.) and rules and regulation adopted pursuant thereto. The Contractor, pursuant to the "California Business and Professions Code," Section 7028.15, shall indicate his or her State License Number on the bid, together with the expiration date, and be signed by the Contractor declaring, under penalty of perjury, that the information being provided is true and correct. The work is to be done in accordance with the profiles, plans, and specifications of the City of Rancho Cucamonga on file in the Office of the City Clerk at 10500 Civic Center Drive, Rancho Cucamonga, California. In an effort to go green and paperless, digital copies of the plans, specifications, and bid proposal, including any future addenda or revisions to the bid documents, are available by going to www.ciplist.com and signing up, by going to Member Login or Member Signup (it's free), then choose California, then scroll down to San Bernardino County and click on Browse Cities, then scroll down to Rancho Cucamonga and click on City Projects, then click on the Project of interest under the Title and follow directions for download. Note, copies of the plans, specifications, bid proposal, addendums and revisions will not be provided, digital copies must be downloaded from the above website then printed. Prospective bidders must register for an account on www.ciplist.com to be included on the prospective bidder's list(s) and to receive email updates of any addenda or revisions to the bid documents. Be advised that the information contained on this site may change over time and without notice to prospective bidders or registered users. While effort is made to keep information current and accurate and to notify registered prospective bidders of any changes to the bid documents, it is the responsibility of each prospective bidder to register with www.ciplist.com and to check this website on a DAILY basis through the close of bids for any applicable addenda or updates. No proposal will be considered from a Contractor to whom a proposal form has not been issued by the City of Rancho Cucamonga to registered prospective bidders from www.ciplist.com. N-4 P127 The successful bidder will be required to enter into a contract satisfactory to the City of Rancho Cucamonga. In accordance with the requirements of Section 9-3.2 of the General Provisions, as set forth in the Plans and Specifications regarding the work contracted to be done by the Contractor, the Contractor may, upon the Contractor's request and at the Contractor's sole cost and expense, substitute authorized securities in lieu of monies withheld (performance retention). The City of Rancho Cucamonga, reserves the right to reject any or all bids. Questions regarding this Notice Inviting Bids for "CITYWIDE CONCRETE REPAIR FY 2017-2018" may be directed to: Paul Fisher, Management Analyst I 8794 Lion Street, Rancho Cucamonga, CA 91730 (909) 477-2730, ext. 4138 Paul.Fisher@CityofRC.us ADVERTISE ON: November 21 and November 28, 2017. N-5 P128 INSTRUCTIONS TO BIDDERS A. PROPOSALS Proposals under these specifications shall be submitted on the blank forms furnished herewith. When presented, all forms must be completely made out in the manner and form indicated and must also meet the following requirements: 1. The bidder shall set forth for each item of work, in clearly legible figures, an item price and a total for the item in the respective spaces provided for this purpose. In the case of unit basis items, the amount set forth under the "Total" column shall be the product of the unit price multiplied by the estimated quantity for the item. In case of discrepancy between the unit price and the total set forth for the item, the unit price shall prevail, except however, that if the amount set forth as a unit price is ambiguous, unintelligible or uncertain for any cause, or if it is omitted, or in the case of unit basis items, is the same amount as the entry in the "Total" columns, or in the case of lump sum items, is not the same amount as the entry in the "Total" column, then the amount set forth in the "Total" column for the item shall prevail in accordance with the following: (1) As to lump sum items, the amount set forth in the "Total" column shall be the unit price. (2) As to unit basis items, the amount set forth in the "Total" column shall be divided by the estimated quantity for the item and the price thus obtained shall be the unit price. The bidder shall also set forth in both words and clearly legible figures the "Total Bid Amount" in the spaces provided at the bottom of the Bid Schedule. 2. The proposal must be properly signed by the bidder, whose address, telephone number, and California Contractor's license number must be shown. 3. The Contractor shall perform with his own organization and with workmen under his immediate supervision, work of a value not less than 500 of the total value of all work embraced in the contract, except that any designated "Specialty Items" may be performed by subcontract and the amount of any such "Specialty Items" so performed may be deducted from the Contract Price before computing the amount required to be performed by the Contractor with its own organization. "Specialty Items" will be identified by the Agency in the Bid or Proposal. Where an entire item is subcontracted, the value of work subcontracted will be based on the Contract Unit Price. When a portion of an item is subcontracted, the value of work subcontracted will be based on the estimated percentage of the Contract Unit Price. This will be determined from information I-1 s P4:':1 submitted by the Contractor, and subject to approval by the Engineer. With the proposal, the Contractor shall list (a) the name, address, and the California Contractor License Number of each subcontractor who will perform work included in the contract, and (b) the portion of work which will be done by each subcontractor. All subcontractors performing work in excess of 1/2% of the total value of the contract or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of 1/2% of the total value of the contract or ten thousand dollars ($10,000.00) whichever is greater, shall be listed. The successful bidder shall be prohibited from performing work on this project with a subcontractor who is ineligible to perform work on the project pursuant to Section 1777.1 or 1777.7 of the Labor Code. 4. Bid must be accompanied by cash, cashier's check, certified check, or surety bond in an amount not less than (10%) of the total amount of bid. Checks and bond shall be made payable to the City of Rancho Cucamonga. 5. The correction of any discrepancies in or omission from the drawings, specifications or other contract documents or any interpretation thereof during the bidding period will be made only by written addendum. See Item G, Addendum, for further information and instructions. 6. Bids shall not contain any recapitulation, inserted by the Bidder, of work to be done. Alternative proposals will not be considered unless specifically requested. No oral or telephone modifications will be considered. 7. Each bid shall be valid for no less than SIXTY (60) days after the opening of the proposals. 8. No mention shall be made in the proposal of Sales Tax, Use Tax, or any other tax, as all amounts bid will be deemed and held to include any such taxes which may be applicable. B. DELIVERY OF PROPOSAL Proposals shall be enclosed in a sealed envelope plainly marked on the outside, "SEALED BID FOR CITYWIDE CONCRETE REPAIR FY 2017-2018 IN THE CITY OF RANCHO CUCAMONGA." Proposals may be mailed or delivered by messenger. However, it is the bidder's responsibility alone to ensure delivery of the proposal to the City Clerk prior to the bid opening hour stipulated in the Notice Inviting Bids. Late proposals will not be considered. C. WITHDRAWAL OF PROPOSALS A proposal may be withdrawn by a written request signed by the bidder. Such request must be delivered to the City Clerk prior to the I-2 bid opening hour stipulated in the Notice Inviting Bids. Proposals may not be withdrawn after said hour without forfeiture of the proposal guarantee. The withdrawal of the proposal will not prejudice the right of the bidder to submit a new proposal, providing there is time to do SO. D. DISQUALIFICATION OF BIDDERS AND PROPOSALS The bidder's attention is directed to the "California Business and Professions Code," Section 7028.15, which requires the Contractor to indicate his or her State License Number on the bid, together with the expiration date, and be signed by the Contractor declaring, under penalty of perjury, that the information being provided is true and correct. "Any bid not containing this information, or a bid containing information which is subsequently proven false, shall be considered non- responsive and shall be rejected by the public agency." More than one proposal for the same work from any individual, firm partnership, corporation, or association under the same or different names will not be accepted; and reasonable grounds for believing that any bidder is interested in more than one proposal for the work will be cause for rejecting all proposals in which such bidder is interested. Proposals in which the prices are obviously unbalanced, and those which are incomplete or show any alteration of form, or contain any additions or conditional or alternate bids that are not called for or otherwise permitted, may be rejected. A proposal on which the signature of the bidder has been omitted will be rejected. E. SIGNATURE OF CONTRACTOR Corporation The signature must contain the name of the corporation, must be signed by the President and Secretary or Assistant Secretary, and the corporate seal must be affixed. Other persons may sign for the corporation in lieu of the above if a Certified copy of a resolution of the corporate board of directors so authorizing them to do so, is on file in the City Clerk's office. Partnership The names of all persons comprising the partnership or co -partnership must be stated. The bid must be signed by all partners comprising the partnership unless proof in the form of a certified copy of a certificate of partnership acknowledging the signer to be a general partner authorized to sign the contract on behalf of the partnership is presented to the City Clerk, in which case the general partner may sign. Joint Venture 1-3 P130 P131 Bids submitted as a joint venture must so state and be signed by each joint venturer. Individual Bids submitted by an individual must be signed by the bidder, unless a general power of attorney, not more than 60 days old, is on file in the City Clerk's office, in which case the attorney in fact may sign for the individual. The above rules also apply in business name. In addition, where be so indicated in the signature. F. BID BOND the case of the use of a fictitious a fictitious name is used, it must Bid must be accompanied by cash, cashier's check, certified check, or surety bond in an amount not less than 10% of the total amount of bid. Checks and bond shall be made payable to the City of Rancho Cucamonga. G. ADDENDUM The correction of any discrepancies in or omission from the drawings, specifications or other contract documents or any interpretation thereof during the bidding period will be made only by written addendum. A copy of each such addendum will be posted on the internet, and it shall be the bidder's responsibility to download and print each and every posted addendum and a signed copy of the addendum shall be returned to the City prior to bid opening or attached to the bid documents. Failure to do so may result in bid rejection. Said addendum shall be made part of the contract. Any other interpretation or explanation of such documents will not be considered binding. The addendum can be found by going to www.ciplist.com, Member Login, then choose California, then scroll down to San Bernardino County and click on Browse Cities, then scroll down to Rancho Cucamonga and click on City Projects, then click on the project of interest under the title and follow directions for download. H. EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE OF WORK The plans and specifications to which the proposal forms refer are on file and open to inspection in the office of the City Engineer. Bidders must satisfy themselves by personal examination of the work site, plans, specifications, and other contract documents, and by any other means as they may believe necessary, as to the actual physical conditions, requirements and difficulties under which the work must be performed. No bidder shall at any time after submission of a proposal make any claim or assertion that there was any misunderstanding or lack of information regarding the nature of amount of work necessary for the satisfactory completion of the job. Any errors, omissions, or I-4 P132 discrepancies found in the plans, specifications, or other contract documents shall be called to the attention of the Resident Engineer and clarified prior to the submission of proposals. I. ESTIMATED QUANTITIES The quantities given in the proposal and contract form are approximate, being given as a basis for the comparison of bids only, and the City does not, expressly or by implication, agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any class or portion of the work, or to omit any portion of the work, as may be deemed advisable or necessary by the Engineer. However, when the quantity shown in the Proposal has the designation (F) following the Bid Item in the Schedule of Unit Cost and Lump Sum amounts, that designation indicates the final pay quantity and/or costs and shall be the final quantity used for which payment will be made, unless the dimensions of the portion of the work shown on the plans are revised by the Engineer, or unless the portion of the work is eliminated. If the dimensions of the specific portion of the work are revised, and the revisions result in an increase or decrease in the estimated quantity of the portion of the work, the final quantity for payment will be revised in the amount represented by the changes in the dimensions. If the specific portion of the work is eliminated then the final pay quantity designated for the specific portion of the work will be eliminated. The estimated quantity of each specific portion of the work designated on the plans as a final pay quantity shall be considered as approximate only and no guarantee is made that the quantities which can be determined by computations, based on the details and dimensions shown on the plans, will equal the estimated quantities. No allowance will be made in the event that the quantities based on computations do not equal the estimated quantities. When portions of an item have been designated on the plan as final pay quantities, portions not so designated will be measured and paid for in accordance with the applicable provisions of these specifications and the special provisions. In case of a discrepancy between the quantities shown on the plan as final pay quantities and the quantity of the same item shown in the Engineer's Estimate, payment will be based on the final pay quantities shown on the plans. J. COMPETENCY OF BIDDER The bidder shall be licensed under the provisions of Chapter 9, Division 3, of the Business and Professions Code of the State of California to do the type of work contemplated in the contract and shall be skilled and regularly engaged in the general class or type of work I-5 P133 called for under this contract. To assist in the determination of competency, the Contractor shall complete the attached "Bidder Information" form. K. AWARD AND EXECUTION OF CONTRACT Acceptance or Refection The City of Rancho Cucamonga, reserves the right to reject any or all bids. Award of Contract The lowest responsive bidder will be based upon the TOTAL OF THE COMBINED BASE BID AMOUNT AND ADDITIVE BID AMOUNT(S). However, the City reserves the right to award a contract, if it be awarded, to the above lowest responsive bidder by either of the following two options: 1. Total Base Bid Amount 2. Total Base Bid Amount + any combination of Additive Bid Amount(s) A proposal will not be considered if it does not include both the Base Bid and the Additive Bid(s) and no proposal will be considered from a Contractor to whom a proposal form has not been issued by the City of Rancho Cucamonga. No proposal will be considered from a Contractor to whom a proposal form has not been issued by the City of Rancho Cucamonga to registered prospective bidders from www.ciplist.com. The award, if made, will be made as expeditiously as possible after the opening of the proposals and in recognition of Section A.7. above. In no case will an award be made until all necessary investigations are made into the responsibility of the bidder to whom it is proposed to award the contract. Contractor shall possess any and all contractors licenses, in form and class as required by any and all applicable laws with respect to any and all of the work to be performed under this contract; including, but not limited to, a Class "A" License (General Engineering Contractor) or Class C-8 (Concrete Contractor): License in accordance with the provisions of the Contractor's License Law (California Business and Professions Code, Section 7000, et. seq.) and rules and regulations adopted pursuant thereto at the time this contract is awarded. Bonds The Contractor shall furnish a good and sufficient surety bond issued by a surety company authorized to do business in the State of California in the sum equal to 100% of the total bid, conditioned for the Faithful Performance by the Contractor of all covenants, stipulations any agreements contained in said contract; an addition, the Contractor I-6 P134 shall furnish a Labor and Materials contract price, as required by the California Civil Code. Workers' Compensation Bond and a sum equal to 100% of the provisions of Section 9554 of the Before commencing any work under the contract, the successful bidder must file with the Engineer a certificate by an insurance carrier authorized under the laws of the State to insure employers against liability for compensation under the "Worker's Compensation Insurance and Safety Act," stating that such bidder has taken out for the term for which the contract is to run, compensation insurance covering his full liability work or labor necessary to carry out the provisions of this contract, and an agreement to immediately notify said Engineer if said policy should lapse or be canceled. In the event that such policy should become inoperative at any time before the completion of the work, all work shall cease immediately until a new policy is obtained and any time so lost shall not entitle Contractor to any extension of time. Execution of Contract The Contract shall be signed by the successful bidder and returned together with the other required documents, within fifteen (15) days after the bidder has received notice that the contract has been awarded, unless extended by said City Council in writing. No proposal shall be considered binding upon the City until the execution of the contract. Failure to execute a contract and file acceptable documents as provided herein within fifteen (15) days from receipt of notice of award shall be just cause for the annulment of the award. In the event of failure to enter into such contract, the lowest bidder's security (cash, cashier's check, certified check, or bond) shall become the property of the City of Rancho Cucamonga. If the City of Rancho Cucamonga awards the contract to the next lowest bidder, the amount of the lowest bidder's security shall be applied by the City of Rancho Cucamonga to the difference between the low bid and the second lowest bid, and the surplus, if any shall be returned to the lowest bidder. Liquidated Damages and Working Days Attention is directed to the provisions of Section 6-9 of the Specifications. The Contractor shall pay to the City of Rancho Cucamonga the sum of ONE THOUSAND DOLLARS ($1,000) per day for each and every calendar day's delay in finishing the work in excess of SEVENTY-FIVE (75) working days. L. RETURN OF PROPOSAL GUARANTEE I-7 P135 The cash, check or bond of a bidder to whom the contract has been awarded will be returned to him after all of the acts, for the performance of which said security is required, have been fully performed. The cash, checks or bonds of the remaining qualified bidders will be returned when the bidder to whom the contract has been awarded has properly executed and returned all of the required Contract Documents. Cash, checks or bid bonds of other bidders will be returned when their proposals are rejected or in any event at the expiration of SIXTY (60) days from the date of award of contract. M. CITY BUSINESS LICENSE Municipal Ordinances requires the issuance of a City Business License as a condition precedent to being engaged as a Contractor within the City. N. EQUIVALENT MATERIALS Attention is directed to the provisions of Section 4-1.6 of the Standard Specifications for Public Works Construction. 0. PRE BID MEETING A mandatory pre-bid meeting is scheduled for 9:00 a.m., on Thursday, November 30, 2017 at the Rancho Cucamonga Public Works Service Center, 8794 Lion Street, Rancho Cucamonga, CA 91730. Approximate directions: Exit the I-10 Freeway at Vineyard Avenue Proceed north on Vineyard Avenue After crossing the railroad tracks, turn east onto 9th Street Proceed east on 9th Street Turn south at Lion Street Proceed to the south terminus of the cul-de-sac to 8794 Lion Street Public parking is located west of the building entrance Check in with the receptionist & complete the "Sign In" sheet The meeting will be held in an adjacent conference room Attendees are required to sign in on the "Sign In" sheet. Bids from companies that did not have a representative sign in at the pre- bid meeting will be rejected. I-8 P136 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR - FY 2017/2018" TO THE CITY OF RANCHO CUCAMONGA: The undersigned bidder declares that he has carefully examined the location of the proposed work, that he has examined the Plans, Special Provisions and Specifications, and read the accompanying Instruction to Bidders, and hereby proposes and agrees, if this proposal is accepted, to furnish all material and do all the work required to complete the said work in accordance with the Plans, Special Provisions and Specifications, in the time and manner therein prescribed for the unit cost and lump sum amounts set forth in the schedule on the following Proposal. Base Bid Location 1: P.C.C. Access Ramps 1 thru 12 (See Appendix 5) Item Description Reference Qty. Unit Unit Price Price No. Specification Clearing and Grubbing - Includes 1.1 all removal and disposal 300 1 LS Construt A.C. Pavement, 1.2 including removals of existi0g Construct P.C.C. Access Ra 200-1 117 SF nps, including adjoining sidewalk, cDrb & gutter, horizontal cut, retaining 1.3 curb, sawcut and removal of Appendix5 2,686 5F existing P.C.C. (retaining curb, Access Ramps curb & gutter, and horizontal cut are measured in the horizontal r plane) complete in place 1.4 Install Truncated Dome 132 SF 1.5 Grind A.C. and P.C.C. Pavement 23 SF Total: Location 1— P.C.C. Access Ramps 1 thru 12: P-1 P137 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR — FY 2017/2018" Base Bid Location 2: North Victoria Windrows loop (Outside) Item Description Reference Qty. Unit Unit Price Price No. Specification 2.1 Remove Existing 4" Sidewalk 300-1 8,712 SF 2.2 Construct New 4" Sidewalk 201,303-5 8,712 SF Remove fxi � M'8" Cu[b end. 8" 2.3 Gutter 300-1 123 LF Construct New 8" Curb and 8 2.4 Gutter 123 LF 2.5 Remove A.C. Pavement 300-1 1 3 ;SF:. . —! 2.6 Asphalt Concrete Pavement (203-6,302-5) 123 SF Remove Existing 6" Residential 2.7 300-1 156 SF Sidewalk and Drive Approach 2.8 Construct New 6" Residential 201,303-5 156 SF Sidewalk and Drive Approach Total: Location 2 — North Victoria Windrows Loop (Outside): Base Bid Location 3: North Victoria Windrows Loop (inside) Item Description Reference Qty. Unit Unit Price Price No. Specification 3.1 Remove Existing 4" Sidewalk 300-1 7,093 SF 3.2 Construct New 4" Sidewalk 201,303-5 7,093 SF Total: Location 3 — North Victoria Windrows Loop (Inside): P138 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR — FY 2017/2018" Base Bid Location 4: Bougainvillea Area Item Description Reference Qty. Unit Unit Price Price No. Specification 4.1 Remove Existing 4" Sidewalk 300-1 8,404 SF 4.2 Construct New 4" Sidewalk 201,303-5 SF Remove Existing 8" Curb and 18" SF 4.3 SF 300-1 Gutter 4.4 Construt New 8" Curb and 18" 201,303-5 Gutter 4.5 Remove A.C. Paverne4, 300-1 103-6,307-5) 4.6 Asphalt Concrete Pavement Remove Existing 6" Residential 4.7 Sidewalk and Drive Approach 300-1 Construct New 6" Residential 4.8 Sidewalk and Drive Approach 201,303-5 Base Bid Location 5: Victoria Park Lane 8,404 SF 201 LF 201 LF 201 SF 201 SF 444 SF 444 SF Total: Location 4 — Bougainvillea Area: Item Reference Description Qty Unit Unit Price Price No. Specification 5.1 Remove Existing 4" Sidewalk 300-1 6,899 SF 5.2 Construct New 4" Sidewalk 201,303-5 6,899 SF Total: Location 5 — Victoria Park Lane: P-3 P139 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR — FY 2017/2018" Base Bid Location 6: South Victoria Windrows Loop Item Description Reference Qty. Unit Unit Price Price No. Specification 6.1 Remove Existing 4" Sidewalk 300-1 5,122 SF 6.2 Construct New 4" Sidewalk 201,303-5 5,122 SF 7.1 Remove Existing 8" Curb and 18" 300-1 5,041 6.3 7.2 300-1 79 LF 5,041 Gutter Remove Existing 8" Curb and 18" Construct New 8" Curb and 18" 7.3 6.4 300-1 201,303-5 79 LF Gutter 6.5 Remove A.C. Pavement 300-1 79 SF P1 7.4 6.6 0" Asphalrete averment (203-6,302-5) 79 SF Gutter I Location 6: South Victoria Windrows Loop: ot o 300-1 Base Bid SF 7.6 Location 7: Carob Area Item Description No. Reference Specification Qty. l` Unit Unit ric Price r 7.1 Remove Existing 4" Sidewalk 300-1 5,041 SF 7.2 Construct New 4" Sidewalk 201,303-5 5,041 SF Remove Existing 8" Curb and 18" 7.3 300-1 83 LF Gutter Construct New 8" Curb and 18" 7.4 201,303-5 83 LF Gutter 7.5 Remove A.C. Pavement 300-1 83 SF 7.6 Asphalt Concrete Pavement (203-6,302-5) 83 SF Remove Existing 6" Residential 7.7 Sidewalk and Drive Approach 300-1 417 SF Construct New 6" Residential 7.8 Sidewalk and Drive Approach 201,303-5 417 SF Total Location 7: Carob Area: P-4 P140 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR — FY 2017/2018" Base Bid Location 8: Site VW -15,12500 Nasturtium Item Description Reference Qty. Unit Unit Price Price No. Specification 8.1 Remove Existing 4" Sidewalk 300-1 2,275 SF 8.2 Construct New 4" Sidewalk 201,303-5 2,275 SF Total Location 8: Site VW -15: Base Bid Location 9: Site VW 22, Section A; 6670 Plum Item Description No. Reference Specification Qty. Unit Unit Price Price 9.1 Remove Existing -4" SLdewalk 300-1 1,637 SF 9.2 Construct New 4" Sidewalk 201, 303-5' 1,637 SF Total Location 9: Site'V l ection A: Base Bid Location 10: Site VW 22, Section B; 6670 Plum Item Description Reference Qty. Unit Unit Price Price No. Specification 10.1 Remove Existing 4" Sidewalk 300-1 1,876 SF 10.2 Construct New 4" Sidewalk 201,303-5 1,876 SF Total Location 10: Site VW 22, Section B: P-5 P141 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR - FY 2017/2018" Base Bid Location 11: Spruce Park, 7730 Spruce Item Description Reference Qty. Unit Unit Price Price No. Specification 11.1 Clear and Grub 300-1 576 SF 11.2 Construct New 4" Sidewalk 201,303-5 576 SF Total Location 11: Spruce Park: Base Bids Location 12: West Greenway Park, 77755eadow�erlst_ Item Description R �� qty_ Unit Unit Price Price No. Specific, 12.1 Remove Existing 4" Sidewalk 300-1 346 SF 12.2 Construct New 4" Sidewalk 201,303-5 346 SF Total Location 12: West Greenway Park: SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR — FY 2017/2018" Additive Bid 1: Silverberry Area One (1) Additional Working Day Item Description Reference Qty. Unit Unit Price Price No. Specification Al.l Remove Existing 4" Sidewalk 300-1 1,002 SF A1.2 Construct New 4" Sidewalk 201,303-5 1,002 SF Total Additive Bid 1: Additive Bid 2 Lgc6 Area One (1) Additional Working Dpy Item Reference Description Qty. Unit Unit Price Price No.cdtiah A2.1 Remove Existing 4" Sidewalk A2.2 Construct New 4" Sidewalk 0 201,303-5 P-7 1 7n SF 1,272 S t d Total Additive Bid 2: s P142 P143 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR — FY 2017/2018" Additive Bid 3: Morning Glory Area Two (2) Additional Working Days Item Description Reference Qty. Unit Unit Price Price No. Specification A3.1 Remove Existing 4" Sidewalk 300-1 2,252 SF A3.2 Construct New 4" Sidewalk 201,303-5 2,252 SF A3.3 Remove Existing 8" Curb and 18" 300-1 16 LF Gutter A3.4 Construct New 8" Curb and 18" 201,303-5 16 LF Gutter A3.5 Remove A.C. Pavement 300-1 16 SF A3.6 Asphalt Concrete Pavement (203-6,302-5) 16 SF A3.7 Remove Existing 6" Residential 300-1 16 SF Sidewalk.and Drive Approach Construct New6" Resideoach Sidewalk and Driv A3.8 e Ap� 201, 303-5 16 SF (IS Total Additive Bid 3: Additive Bid 4: Rockrose Area POP &� Ar Two (2) Additional Working Days Item Description Reference Qty. Unit Unit Price Price No. Specification A4.1 Remove Existing 4" Sidewalk 300-1 1,344 SF A4.2 Construct New 4" Sidewalk 201,303-5 1,344 SF A4.3 Remove Existing 8" Curb and 18" 300-1 47 LF Gutter A4.4 Construct New 8" Curb and 18" 201,303-5 47 LF Gutter A4.5 Remove A.C. Pavement 300-1 47 SF A4.6 Asphalt Concrete Pavement (203-6,302-5) 47 SF Total Additive Bid 4: P144 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR — FY 2017/2018" Additive Bid 5: Coriander Area One (1) Additional Working Day Item Description Reference Qty. Unit Unit Price Price No. Specification P fisj4ln A5.1 Remove Existing 4" Sidewalk 300-1 954 SF A5.2 Construct New 4" Sidewalk 201,303-5 954 SF Remove Existing 6" Residential 300-1 sm SF A5.3 Sidewalk and Drive Approach 300-1 12 SF Construct New 6" Residential A6.2 Construct New 4" Sidewalk 201,303-5 ASA Sidewalk and Drive Approach 201,303-5 12 SF Total Additive Bid 5: Remove Existing 8" Curb and 18" �.. A6.3 300-1 Additive Bid 6: Basilea LF Gutter One (1) Additional Working da�,'ff ty 'TA ItemRef Description r�ec�ce Qty. Unit Unit Price Price No. P fisj4ln y 4k?- A6.1 Remove Existing 4" Sidewalk 300-1 sm SF ti A6.2 Construct New 4" Sidewalk 201,303-5 988 SF Remove Existing 8" Curb and 18" �.. A6.3 300-1 11 LF Gutter Construct New 8" Curb and 18" A6.4 201,303-5 11 LF Gutter A6.5 Remove A.C. Pavement 300-1 11 SF A6.6 Asphalt Concrete Pavement (203-6,302-5) 11 SF Remove Existing 6" Residential A6.7 300-1 12 SF Sidewalk and Drive Approach Construct New 6" Residential A6.8 201,303-5 12 SF Sidewalk and Drive Approach Total Additive Bid 6: P-9 P145 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR — FY 2017/2018" Additive Bid 7: Goldenrain Area Seven (7) Additional Working Days Item Description Reference Qty. Unit Unit Price Price No. Specification A7.1 Remove Existing 4" Sidewalk 300-1 3,698 SF A7.2 Construct New 4" Sidewalk 201,303-5 3,698 SF A7.3 Remive Existing 8" Curb and 18" 300-1 67 LF Gutter -7"- Construct,NeWB" [.'uTb n 18" A7.4 � 201,303-5 67 LF Gutter 0 A7.5 Remove A.C. Pavement 3 0 67 SF A7.6 Asphalt Concrete Pavement (203-6,302- 67 A7 7 Remove Existing 6" Residential 300-1 376 , SF Sidewalk and Drive Approach Construct New 6" Residential + A7.8 Sidewalk and Drive Approach 201, 303-5 376 SF Total Additive Bid 7: P-10 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR — FY 2017/2018" Additive Bid 8: Basswood Area Eight (8) Additional Working Days Item Description Reference Qty. Unit Unit Price Price No. Specification A8.1 Remove Existing 4" Sidewalk 300-1 3,302 SF A8.2 Construct New 4" Sidewalk 201,303-5 Remove Existing 8" Curb and 18" A8.3 r� 300-1 G utter` A8 4 Construct New 8" s�i`ind 18" 201, 303-5 Gutter j A8.5 Remove A.C. Pavement 07W A8.6 Asphalt Concrete Pavement203-6 302=5 Remove Existing 6" Residential A8.7 Sidewalk and Drive Approach A8.8 Construct New 6" Residential Sidewalk and Drive Approach 300-1 201,303-5 3,302 SF 42 LF 42 LF 42 SF 42 SF 1,189 SF -- 1,189 F--1,189 SF Total Additive Bid 8: �sCI:1 P147 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR — FY 2017/2018" Additive Bid 9: Sugargum Area Three (3) Additional Working Days Item Description Reference Qty. Unit Unit Price Price No. Specification A9.1 Remove Existing 4" Sidewalk 300-1 1,290 SF A9.2 Construct New 4" Sidewalk 201,303-5 1,290 SF A9.3 Remove Existing 8" Curb and 18" 300-1 64 LF Gutter A9.4 Construct New 8" Curb and 18" 201,303-5 64 LF Gutter A9.5 Remove A.C. Pavement 300-1 64 SF A9.6 Asphak.Concrete Pavement (203-6,302-5) 64 SF Remove E"10 g 6" Resldeutial A9'7 Sidewalk dDrive AFP roachx�+ 300-1 315 SF A9.8 Construct New 6" ResidentiaT 201„3.'03- 315 SF Sidewalk and Drive Approach Tl itive Bid 9: VU, a, Additive Bid 10: Tipu Area Two (2) Additional Working Days Item Reference No. Description Specification Qty. Unit Unit Price Price A10.1 Remove Existing 4" Sidewalk 300-1 1,088 SF A10.2 Construct New 4" Sidewalk 201,303-5 1,088 SF A10.3 Remove Existing 6" Residential 300-1 16 SF Sidewalk and Drive Approach A10.4 Construct New 6" Residential 201,303-5 16 SF Sidewalk and Drive Approach Total Additive Bid 10: P-12 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR — FY 2017/2018" Additive Bid 11: VW -2B, 7176 Etiwanda Two (2) Additional Working Days Item Description Reference Qty. Unit Unit Price Price No. Saecification A11.1 Remove Existing 4" Sidewalk 300-1 681 SF A11.2 Construct New 4" Sidewalk 201,303-5 681 SF Total Additive Bid 11: Additive Bid 12: Vintage Park, Section A, 11745 Victoria Park Lane Two (2) Additional Working Days Item Reference No. Description Specification Qty. Unit Unit Price Price Al2.1 Remove Existing 4" SideAlk - 300-1 1,022 SF 0 Al2.2 Construct New 4" Sidewalk 0 - 1,022 SF T' a _ d0itive Bid 12: Additive Bid 13: Vintage Park, Section B, 11745 Victoria Park Lane I One (1) Additional Working Day Item Description Reference Qty. Unit Unit Price Price No. Specification A13.1 Remove Existing 4" Sidewalk 300-1 2,075 SF A13.2 Construct New 4" Sidewalk 201,303-5 2,075 SF Total Additive Bid 13: P-13 P148 s «:. P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR — FY 2017/2018" Additive Bid 14: Milliken Park, 7699 Milliken Ave. Two (2) Additional Working Days A14.1 Clear and Grub� Item Description Reference Qty. Unit Unit Price Price No. 201,303-5 Specification Total Additive Bid 3.5: P Clearing and Grubbing — Includes One (1) Additional Working Day A14.1 Reference 300 1 LS all removal and disposal 300-1 160 SF Construct New 8" Curb and 18" Construct A.C. Pavement, A14.2 201,303-5 160 SF A14.2 200-1 500 SF Total Additive Bid 16: including removals of existing Construct New 6" P.C.C. Curb A14.3 201,303-5 100 LF including removal of existing Total Additive Bid 14: Additive Bid 15: Community Trail, Vista Grove East of Rocky Mountain One (1) AddYfanal Wofkingtl)a Item Descrift �`� Reference Qty. Unit Unit Price Price No. J Reference 19 A14.1 Clear and Grub� 3; SF New 4" Flatwork AV A14.2 Construct 201,303-5 33; . a Total Additive Bid 3.5: P Additive Bid 16: Community Trail, Almond Trail at Laramie (East of 5057 Beryl Street) One (1) Additional Working Day Item Description Reference Qty Unit Unit Price Price No. Specification A14.1 Clear and Grub 300-1 160 SF Construct New 8" Curb and 18" A14.2 201,303-5 160 SF Gutter Total Additive Bid 16: P-14 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR - FY 2017/2018" Additive Bid 17: Community Trail, W/S Archibald Avenue N/O 9686 Norbrook Dr. Two (2) Additional Working Days Item Description Reference Qty. Unit Unit Price Price No. Specification A14.1 Cle nd Grub 300-1 420 SF A14.2 Con ucQ 4" t o ) 714 201,303-5 420 SF P-15 Total Additive Bid 17: — r i P150 P151 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR — FY 2017/2018" Base Bid Location Amount Location 1: P.C.C. Access Ramps 1 thru 12 (Appendix 5) Location 2: North Victoria Windrows Loop (Outside) Location 3: North Victoria Windrows Loop (Inside) Location 4: Bougainvillea Area Location 5: Victoria Park Lane Location 6: South Victoria Windrows Loop Carob Area Locatio% Location 8: Site VW -15, 12500�fist?tiu Location 9: Site VW 22, Section A, 6670 Plum 4�jp Location 10: Site VW 22, Section B; 6670 Plum Location 11: Spruce Park, 7730 Spruce Location 12: West Greenway Park, 7755 Meadowcrest Total Base Bid in Numbers: Total Base Bid in Words: EER P152 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR - FY 2017/2018" Additive Bids Location Amount Additive Bid 1: Silverberry Area Additive Bid 2: Locust Area Additive Bid 3: Morning Glory Area Additive Bid 4: Rockrose Area Additive Bid 5: Coriander Area Additive Bid 6: Basil Area Additive Bid 7: Goldenrain Area Additive Bid B: B s ioArea AK �Wlk. )F0 Additive Bid 9: Sugargum Area j Additive Bid 10: Tipu Area Additive Bid 11: Site VW -2 0 Additive Bid 12: Vintage Park, Section A T Additive Bid 13: Vintage Park, Section B ■ Additive Bid 14: Milliken Park Additive Bid 15: Community Trail, Vista Grove East of Rocky Mountain Additive Bid 16: Community Trail, Almond Trail at Laramie (East of 5057 Beryl Street) Additive Bid 17: Community Trail, W/S Archibald Avenue N/O 9686 Norbrook Dr. Total Additive Bids in numbers: Total Additive Bids in words: P-17 P R O P O S A L SCHEDULE OF COST AND LUMP SUM AMOUNTS "CITYWIDE CONCRETE REPAIR - FY 2017/2018" Total Base Bid plus Additive Bids in Numbers: (To Be Used for Bid Purposes Only) Total Base Bid plus Additive Bids in Words: P153 BIDDER SIGNATURE: 0 PA- BY: Address• Phone• P-18 P154 BIDDER AGREEMENT The undersigned also agrees as follows: FIRST: Within 15 calendar days from the receipt of the Notice of Award of Contract, to execute the contract, and to furnish to the City of Rancho Cucamonga, two (2) satisfactory bonds in the amounts specified in the Notice Inviting Bids guaranteeing the faithful performance of the work and payment of bills. SECOND: To begin work within ten (10) calendar days after the date specified in the Notice to Proceed and to prosecute said work in such a manner as to complete it within Seventy -Five (75) working days, plus additional working days as noted on the proposal sheets for each additive bid awarded, after such specified date. Accompanying this proposal is cash, a cashier's check, or a certified check of a bidder's bond for not less than 10% of the total amount of the bid payable to the City which is to be forfeited, as liquidated damages, if, in the event the contractor does not execute the contract and furnish satisfactory bonds under the conditions and within the time specified in this proposal, otherwise said cash, cashiers' check, certified check, or bidders' bond is to be returned to the undersigned. Within 15 calendar days after award of the contract, the City of Rancho Cucamonga will return the bidder's bond accompanying such proposal not considered in making the award. All other bidders' bonds will be held until the expiration of NINETY (90) days from the date of the award of contract.T;_.y will then be returned to the respective bidders whose proposals they accomp 4z # BIDDER: U )Vr) IMPORTANT NOTICE: If bidder is a corporation, state legal n rWgfE co pfration and names of the president, secretary, treasurer, and manager; co -p r& rship, state true name of firm and names of all individual copartners composing firm; or an individual, state first and last names in full. "I declare under penalty of perjury of the laws of the State of California the representations made herein are true and correct in accordance with the requirements of California Business and Professions Code Section 7028.15." California State Contractors License Number Expiration Date P-19 P155 Bidder Agreement (continued) SIGN HERE {]'facer Title Date Office* Title Date Officer t itle Date Officer 't Date Signature and title of the officer (s) set forth above 3torized to sign contracts on behalf of the corporation, co -partnership v n �idual. If signature is by an agent, other than an officer of the corporation br a member of a partnership, a Power of Attorney must be on file with the City of Rancho Cucamonga prior to or at time of bid opening; otherwise the bid will be subject to rejection by the City of Rancho Cucamonga. P-20 P156 BIDDER INFORMATION The bidder shall furnish the following information. Additional sheets may be attached if necessary. NAME OF FIRM: Type of Firm: Corporation Individual Partnership Business Mailing Address: Place of Business: Place of Residence: Telephton o . Nof Contractor's Li rre ta=e: License No. Names and titles of all m mbey.s ct the firm: d4Jj Number of years as a contractor in construction work of this type Three projects of this type recently completed: Contract Type of Date Owner's Name & Address Amount Project Completed Person who inspected Landscape Site of the proposed work for your firm: Name: Date of Inspection: NOTE: If requested by the City, the Bidder shall furnish a notarized financial statement, references, and other information, sufficiently comprehensive to permit an appraisal of his current financial condition. P-21 P157 SUBCONTRACTORS In compliance with Section 2-3 of the Standard Specifications and the Provisions of the Public Contract Code Section 4100, the undersigned bidder herewith sets forth the name and location of the place of business of each subcontractor who will perform work or labor or render service to the general contractor in or about the construction of the work or improvement in an amount in excess of one-half of one percent (1/2%) of the general contractor's total bid or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of one percent (1/2%) of the general contractor's total bid or ten thousand dollars ($10,000.00), whichever is greater and the portion of the work which will be done by each subcontractor as follows: Subcontractor's Business License Description of Work and Name Address No. Percent (%) of Total Bid • Total % of the work to be performed by Subcontractors listed above: % Effective July 1, 2014, the bidder shall provide the California Contractor License Number of each subcontractor listed. New Section 4104 contains the following language: "An inadvertent error in listing the California contractor license number provided pursuant to paragraph (1) shall not be grounds for filing a bid protest or grounds for considering the bid nonresponsive if the corrected contractor's license number is submitted to the public entity by the prime contractor within 24 hours after the bid opening and provided the corrected contractor's license number corresponds to the submitted name and location for that subcontractor." P-22 P158 DECLARATION OF ELIGIBILITY TO CONTRACT (Labor Code Section 1777.1; Public Contract Code Section 6109) The undersigned contractor, certifies and declares that: 1. The undersigned contractor is aware of Sections 1777.1 and 1777.7 of the California Labor Code, which prohibit a contractor or subcontractor who has been found by the Labor Commissioner or the Director of Industrial Relations to be in violation of certain provisions of the Labor Code, from bidding on, being awarded, or performing work as a subcontractor on a public works project for specified periods of time. 2. The undersigned contractor is not ineligible to bid on, be awarded or perform work as a subcontractor on a public works project by virtue of the foregoing provisions of Sections 1777.1 or 1777.7 of the California Labor Code or any other provision of law. 3. The undersigned contractor is aware of California Public Contract Code Section 6109, which states: "(a) A public entity, as defined in Section 1100 (of the Public Contract Code), may not permit a contractor or subcontractor who is ineligible to bid or work o. or be awarded, a public works project pursuant to Section 1777.1 or 1777 -•e Labor Code to bid on, be awarded, or perform work as a sub contr o ,Vallac- lic works project. Every public works project shall contain a pro ioing a contractor from performing work on a public works project with�c r whois ineligible to perform work on the public works project puto S 1777.1 or 1777.7 of the Labor Code. (b) Any contract on a public works .ect Ante,, d into between a contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money fmx 'pew-Qzming work as a subcontractor on a public works contract, and any publ cate,ey��•at may have been paid to a debarred subcontractor by a contractor on e iroje?tfshall be returned to the awarding body. The contractor shall be respon4 for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the project." 4. The undersigned contractor has investigated the eligibility of each and every subcontractor the undersigned contractor intends to use on this public works project, and determined that none of them is ineligible to perform work as a subcontractor on a public works project by virtue of the foregoing provisions of the Public Contract Code, Sections 1777.1 or 1777.7 of the Labor Code, or any other provision of law. The undersigned declares under penalty State of California that the foregoing this day of 20 at of execution), California. of perjury under the laws of the is true and correct. Executed (place Signature Name: Title: Name of Company: P-23 P159 CERTIFICATION OF NON-DISCRIMINATION BY CONTRACTORS As suppliers of goods or services to the City of Rancho Cucamonga, the firm listed below certifies that it does not discriminate in its employment with regard to age, disability, race, color, religion, sex, sexual orientation or national origin, that it is in compliance with all federal, state and local directives and executive orders regarding non-discrimination in employment; and that it agrees to demonstrate positively and aggressively the principle of equal opportunity in employment. We agree specifically: 1. To establish or observe employment policies which affirmatively promote opportunities for minority persons at all job levels. 2. To communicate this policy to all persons concerned, including all company employees, outside recruiting services, especially those serving minority communities, and to the minority communities at large. 3.ake affirmative steps to hire minority employees within the firm. FIRM: 0 0 AL �. TITLE OF PERSON S Ylo SIGNATURE: A row DATE: Please include any additional information available rearportunity employment programs now in effect within your firm. &/Of P-24 The undersigned declares: I am the the foregoing bid. NON -COLLUSION DECLARATION of P160 , the party making The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost ele n the bid price, or of that of any other bidder. All statements contained in ar t e. The bidder has not, directly or indirectly, submitted his or her bid price � b a thereof, or the contents thereof, or divulged information or data relative ere corporation, partnership, company, association, organization, bid deposi or o member or agent thereof, to effectuate a collusive or sham bid, and has not pa' a d ► of pay, any person or entity for such purpose. alo � Any person executing this declaration on behalf of a bidder that is a corraration, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute this declaration on behalf of the bidder. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on (date), at (city), (state). Signature P-25 P161 BID BOND KNOW ALL MEN BY THESE PRESENT: THAT , as Principals, and as Surety, are held and firmly bound unto THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, hereinafter called the City, in the sum of dollars (not less than ten percent of the total amount of the bid), for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. WHEREAS, said Principal has submitted a bid to said City to perform all work required under the Contract Documents entitled: "CITYWIDE CONCRETE REPAIR - FY 2017/2018" NOW, THEREFORE, if said Principal is awarded a contract by said City and, within the �time and in the manner required under the headings "Instruction to Bidders" ax d "Schedule of Unit Cost and Lump Sum Amounts" bound with said Specifications;eniteA into a written contract on the form of agreement bound with said SpecificatigAs, and urnishes the required bonds, one to guarantee faithful performance and 'the, o gr po quarantee payment for labor and materials, then this obligation shall �be ul aotherwise it shall remain in full force and effect. In the event ticL, ugt upon this bond by said City and judgment is recovered, said suret a.�l�l costs incurred by said City in such suit, including a reasonable at rn 0 to be fixed by the court. SIGNED AND SEALED, this day of � �0 • (Seal) (Seal) Business Name of Bidder (Principal) By: By: (Signature) Title: Title: Individual Other, explain Business Name of Surety (Signature) Partnership Corporation P-26 P162 C O N T R A C T AGREEMENT KNOW ALL MEN BY THESE PRESENT: That the following agreement is made and entered into, in triplicate, as of the date executed by the City Clerk and the Mayor, by and between hereinafter referred to as the "CONTRACTOR" and the City of Rancho Cucamonga, California, hereinafter referred to as "CITY." WHEREAS, pursuant to the Notice Inviting Sealed Bids or Proposals, bids were received, publicly opened, and declared on the date specified in said notice; and WHEREAS, City did accept the bid of Contractor; and WHEREAS, City has authorized the City Clerk and Mayor to enter into a written contract with Contractor for furnishing labor, equipment, and material for the construction of "CITYWIDE CONCRETE REPAIR FY 2017-2018." NOW THEREFORE, in consideration of the mutual covenants herein contained, it is agreed: GENERAL SCOPE OF WORK: Contractor shall furnish all necessary labor, tools, materials, appliances, and equipment for and do the work for the "CITYWIDE CONCRETE REPAIR FY 2017-2018." Said work to be performed in accordance with specifications and standards on file in the office of the City Engineer and in accordance with bid prices hereinafter mentioned and in accordance with the instruction of the City Engineer. 2. INCORPORATED DOCUMENTS TO BE CONSIDERED COMPLEMENTARY: The aforesaid specifications are incorporated herein by reference thereto and made a part hereof with like force and effect as if all of said documents were set forth in full herein. Said documents, the Resolution Inviting Bids attached hereto, together with this written agreement, shall constitute the entire contract between the parties. This contract is intended to require a complete and finished piece of work and anything necessary to complete the work properly and in accordance with the law and lawful governmental regulations shall be performed by the Contractor whether set out specifically in the contract or not. Should it be ascertained that any inconsistency exists between the aforesaid documents and this written agreement, the provisions of this written agreement shall control. 3. TERMS OF CONTRACT: The undersigned bidder agrees to execute the contract within fifteen (15) days from the date of notice of award of the contract or upon notice by City after the fifteen (15) days, and to complete his portion of the work within SEVENTY-FIVE (75) working days from the date specified in the Notice to Proceed. The bidder agrees further to the assessment of liquidated damages in the amount of ONE THOUSAND DOLLARS ($1,000) for each calendar day the work remains incomplete beyond the expiration of the completion date. City may deduct the amount thereof from any monies due or that may become due the Contractor under this contract. Progress payments made after the scheduled date of completion shall not constitute a waiver of liquidated damages. C-1 P163 4. INSURANCE: The Contractor shall not commence work under this contract until he has obtained all insurance required hereunder in a company or companies acceptable to City nor shall the Contractor allow any subcontractor to commence work on his subcontract until all insurance required of the subcontractor has been obtained. The Contractor shall take out and maintain at all time during the life of this contract the following policies of insurance: a. Workers Compensation Insurance: Before beginning work, the Contractor shall furnish to the Engineer a certificate of insurance as proof that he has taken out full compensation insurance for all persons whom he may employ directly or through subcontractors in carrying out the work specified herein, in accordance with the laws of the State of California. Such insurance shall be maintained in full force and effect during the period covered by this contract. In accordance with the provisions of Section 3700 of the California Labor Code, every contractor shall secure the payment of compensation to his employees. Contractor, prior to commencing work, shall sign and file with the City a certification as follows: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the work of this contract." b. For all operations of the Contractor or any subcontractor in performing the work provided for herein, insurance with the following minimum limits and coverage: (1) General Liability - Bodily Injury (not auto) $2,000,000 each person; $2,000,000 each accident. (2) General Liability - Property Damage (not auto) $1,000,000 each accident; $2,000,000 aggregate. (3) Contractor's Protective - Bodily Injury $1,000,000 each person; $2,000,000 each accident. (4) Contractor's Protective - Property Damage $1,000,000 each accident; $2,000,000 aggregate. (5) Automobile - Bodily Injury $2,000,000 each person; $3,000,000 each accident. (6) Automobile - Property Damage $2,000,000 each accident. C. Each such policy of insurance provided for in paragraph "b." shall: (1) Be issued by an insurance company approved in writing by City, which is qualified to do business in the State of California. The insurance company shall have a policy holder rating of A or higher and a Financial Class VII or higher established by A.M. Best Company Rating C-2 P164 Guide; (2) Name as additional insured the City, its elected officials, officers, agents and employees, and any other parties specified in the bid documents to be so included; (3) Specify it acts as primary insurance and that no insurance held or owned by the designated additional insured shall be called upon to cover a loss under said policy; (4) Contain a clause substantially in the following words: "It is hereby understood and agreed that this policy may not be canceled nor the amount of the coverage thereof reduced until thirty (30) days after receipt by City of a written notice of such cancellation or reduction of coverage as evidenced by receipt of a registered letter." (5) Otherwise be in form satisfactory to City. d. The policy of insurance provided for in subparagraph "a." shall contain an endorsement which: (1) Waives all right of subrogation against all persons and entities specified in subparagraph 4.c. (2) hereof to be listed as additional insured in the policy of insurance provided for in paragraph "b." by reason of any claim arising out of or connected with the operations of Contractor or any subcontractor in performing the work provided for herein; (2) Provides it shall not be canceled or altered without thirty (30) days' written notice thereof given to City by registered mail. e. The Contractor shall at the time of the execution of the contract present the original policies of insurance required in paragraphs "a." and "b." hereof, or present a certificate of the insurance company, showing the issuance of such insurance, and the additional insured and other provisions required herein. 5. PREVAILING WAGE: Notice is hereby given that in accordance with the provisions of California Labor Code, Division 2, Part 7, Chapter 1, Articles 1 and 2, the Contractor is required to pay not less than the general prevailing rate of per diem wages for work of a similar character in the locality in holiday and overtime work. In that regard, the Director of the Department of Industrial Relations of the State of California is required to and has determined such general prevailing rates of per diem wages. Copies of such prevailing rates of per diem wages are on file in the office of the City Clerk of the City of Rancho Cucamonga, 10500 Civic Center Drive, Rancho Cucamonga, California, and are available to any interested party on request. City also shall cause a copy of such determinations to be posted at the job site. Pursuant to provisions of Labor Code Section 1775, the Contractor shall forfeit, as penalty to City, not more than two hundred dollars ($200.00) for each laborer, workman, or mechanic employed for each calendar day or portion thereof if such laborer, workman, or mechanic is paid less than the general C-3 P165 prevailing rate of wages hereinbefore stipulated for any work done under the attached contract, by him or by any subcontractor under him, in violation of the provisions of said Labor Code. 6. APPRENTICESHIP EMPLOYMENT: In accordance with the provisions of Section 1777.5 of the Labor Code as amended by Chapter 971, Statutes of 1939, and in accordance with the regulations of the California Apprenticeship Council, properly indentured apprentices may be employed in the prosecution of the work. Attention is directed to the provisions in Section 1777.5 and 1777.6 of the Labor Code concerning the employment of apprentices by the Contractor or any subcontractor under him. Section 1777.5, as amended, requires the Contractor or subcontractor employing tradesmen in any apprenticable occupation to apply to the joint apprenticeship committee nearest the site of the public works project and which administers the apprenticeship program in that trade for a certificate of approval. The certificate will also fix the ratio of apprentices to journeymen that will be used in the performance of the contract. The ratio of apprentices to journeymen in such cases shall not be less than one to five except: a. When unemployment in the area of coverage by the joint apprenticeship committee has exceeded an average of 15 percent in the 90 days prior to the request for certificate, or b. When the number of apprentices in training in the area exceeds a ratio of one to five, or C. When the trade can show that it is replacing at least 1/30 of its membership through apprenticeship training on an annual basis statewide or locally, or d. When the Contractor provides evidence that he employs registered apprentices on all of his contracts on an annual average of not less than one apprentice to eight journeymen. The Contractor is required to make contributions to funds established for the administration of apprenticeship programs if he employs registered apprentices or journeymen in any apprenticable trade on such contracts and if other contractors on the public works site are making such contributions. The Contractor and subcontractor under him shall comply with the requirements of Sections 1777.5 and 1777.6 in the employment of apprentices. 7. LEGAL HOURS OF WORK: Eight (8) hours of labor shall constitute a legal day's work for all workmen employed in the execution of this contract, and the Contractor and any subcontractor under him shall comply with and be governed by the laws of the State of California having to do with working hours set forth in Division 2, Part 7, Chapter 1, Article 3, of the Labor Code of the State of California as amended. 8. The Contractor or Subcontractor shall forfeit, as a penalty to the City of C-4 P166 Rancho Cucamonga, twenty-five dollars ($25.00) for each worker employed in the execution of the contract by the respective contractor or subcontractor for each calendar day during which the worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of this article. 8. TRAVEL AND SUBSISTENCE PAY: Contractor agrees to pay travel and subsistence pay to each workman needed to execute the work required by this contract as such travel and subsistence payments are defined in the applicable collective bargaining agreements filed in accordance with Labor Code Section 1773.1. 9. CONTRACTOR'S LIABILITY: The City of Rancho Cucamonga and its elected officials, officers, agents and employees 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 or damage to any person or persons, either workmen, employees of the Contractor or his subcontractors or the public, or for damage to adjoining or other property from any cause whatsoever arising out of or in connection with the performance of the work. The Contractor shall be responsible for any damage or injury to any person or property resulting from defects or obstructions or from any cause whatsoever, except the sole negligence or willful misconduct of the City, its employees, servants, or independent contractors who are directly responsible to City during the progress of the work or at any time before its completion and final acceptance. The Contractor will indemnify City against and will hold and save City harmless from any and all actions, claims, damages to persons or property, penalties, obligations, or liabilities that may be asserted or claimed by any person, firm, entity, corporation, political subdivision, or other organization arising out of or in connection with the work, operation, or activities of the Contractor, his agents, employees, subcontractors, or invitees provided for herein, whether or not there is concurrent passive or active negligence on the part of City, but excluding such actions, claims, damages to persons or property, penalties, obligations, or liabilities arising from the sole negligence or willful misconduct of City, its employees, servants, or independent contractors who are directly responsible to City, and in connection therewith: a. The Contractor will defend any action or actions filed in connection with any of said claims, damages, penalties, obligations, or liabilities and will pay all costs and expenses, including attorneys' fees incurred in connection therewith. b. The Contractor will promptly pay any judgment or award rendered against the Contractor or City covering such claims, damages, penalties, obligations, and liabilities arising out of or in connection with such work, operations, or activities of the Contractor hereunder or reasonable settlement in lieu of judgment or award, and the Contractor agrees to save and hold the City harmless therefrom. C. In the event City is made a party to any action or proceeding filed or prosecuted against the Contractor for damages or other claims arising out of or in connection with the project, operation, or activities of the C-5 P167 Contractor hereunder, the Contractor agrees to pay to City any and all costs and expenses incurred by City in such action or proceeding together with reasonable attorneys' fees. So much of the money due to the Contractor under and by virtue of the contract as shall be considered necessary by City may be retained by City until disposition has been made of such actions or claims for damage as aforesaid. 10. NON-DISCRIMINATION: No discrimination shall be made in the employment of persons upon public works because of age, disability, race, color, religion, sex, sexual orientation or national origin of such persons, and every contractor for public works violating this section is subject to all the penalties imposed for a violation of Division 2, Part 7, Chapter 1 of the Labor Code in accordance with the provisions of Section 1735 of said Code. 11. CONTRACT PRICE AND PAYMENT: City shall pay to the Contractor for furnishing the material and doing the prescribed work per the unit prices set forth in accordance with Contractor's Proposal. IN WITNESS WHEREOF, the parties hereto have caused these present to be duly executed with all the formalities required by law on the respective dates set forth opposite their signatures. State of California Contractor's License #: Date By: Title By: Title CITY OF RANCHO CUCAMONGA, CALIFORNIA By: BY: L. Dennis Michael, Mayor Janice C. Reynolds, City Clerk Date Contractor's Business Phone Number Emergency Phone Number at which Contractor can be reached at any time C-6 P168 C O N T R A C T FAITHFUL PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENT: THAT as Principal, and as Surety, are held and firmly bound unto the City of Rancho Cucamonga, hereinafter called City, in the just and full amount of (Written) $ (Figures) payment whereof we hereby bind ourselves, our heirs, executors administrators, successors and assigns, jointly and severally, firmly by these presents. Given under our hands and sealed with our seal this day of , 20 The condition of the foregoing obligation is such that, WHEREAS, the above-named principal is about to enter into a contract with the City, whereby said principal agrees to construct "CITYWIDE CONCRETE REPAIR FY 2017-2018" in accordance with the AGREEMENT dated , which said contract is hereby referred to and made a part hereof to the same extent as if the same were herein specifically set forth; NOW, THEREFORE, if the said principal shall well and truly do and perform all things agreed by the principal in said contract to be done and performed, then this obligation is to be void; otherwise it will remain in full force and effect; PROVIDED, that for value received the undersigned stipulate and agree that no amendment, change, extension of time, alteration or addition to said contract, or agreement, or of any feature or item or items of performance required therein or thereunder shall in any manner affect the obligations of the undersigned under this bond; and the surety does hereby waive notice of such amendment, limitation of time for bringing action on this bond by the City, change, extension of time, alteration or addition to said contract or agreement and of any feature or time of performance required therein or thereunder. WITNESS our hands this day of , 20 By: Surety: Individual Other, explain Title: By: Partnership Corporation SIGNATURES OF CONTRACTOR MUST BE ACKNOWLEDGED BEFORE A NOTARY PUBLIC. PLEASE ATTACH APPROPRIATE ACKNOWLEDGMENT FORMS (INDIVIDUAL, PARTNERSHIP, CORPORATION, ETC.). B-1 Bond No. PAYMENT BOND (Labor and Materials) KNOW ALL PERSONS BY THESE PRESENTS that: WHEREAS the CITY OF RANCHO CUCAMONGA P169 (name of City) ("City") has awarded to (Name and address of Contractor) ("Principal"), a contract (the "Contract") for the work described as follows: "CITYWIDE CONCRETE REPAIR FY 2017-2018" WHEREAS, Principal is required under the terms of the Contract and the California Civil Code to secure the payment of claims of laborers, mechanics, materialmen, and other persons as provided by law. NOW THEREFORE, we, the undersigned Principal, and (Name and address of Surety) ("Surety") a duly admitted surety insurer under the laws of the State of California, as Surety, are held and firmly bound unto City in the penal sum of ($ ), this amount being not less than one hundred percent (1000) of the total contract price, in lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal, his, her or its heirs, executors, administrators, successors or assigns, or subcontractors shall fail to pay any of the persons named in Section 9100 of the California Civil Code, or any amounts due under the Unemployment Insurance Code with respect to work or labor performed under the Contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the Principal and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code, with respect to work or labor performed under the Contract, the Surety will pay for the same in an amount not exceeding the penal sum specified in this bond; otherwise, this obligation shall become null and void. B-2 Payment Bond (continued) This bond shall insure to the benefit of any of the 9100 of the California Civil Code so as to give a persons or their assigns in any suit brought upon the is brought upon this bond, Surety further agrees to reasonable attorneys' fees in an amount fixed by the P170 persons named in Section right of action to such bond. In case the suit pay all court costs and court. FURTHER, the Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, addition or modification to the terms of the Contract, or of the work to be performed thereunder, or the specifications for the same, shall in any way affect its obligations under this bond, and it does hereby waive notice of any such change, extension of time, alteration, addition, or modification to the terms of the Contract or to the work or to the specifications thereunder. Surety hereby waives the provisions of California Civil Code Sections 2845 and 2849. IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall for all purposes be deemed an original hereof, have been duly executed by Principal and Surety, on the date set forth below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body. Date: "Principal" `Surety" By: Its By: Its By: Its By: Its (Seal) (Seal) Note: This bond must be executed in duplicate and dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be attached. B-3 P171 C O N T R A C T WORKER'S COMPENSATION INSURANCE CERTIFICATE The Contractor shall execute the following form as required by the California Labor Code, Sections 1860 and 1861: I am aware of the provision of Section 3700 of the Labor Code which requires every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Date (Contractor) Attest: By: (Signature) (Title) By. (Signature) (Title) INS -1 P172 MAINTENANCE GUARANTEE BOND FOR "CITYWIDE CONCRETE REPAIR FY 2017-2018" WHEREAS, the City Council of the City of Rancho Cucamonga, State of California, and (hereinafter designated as "Contractor") have entered into an agreement, Contract # whereby Contractor agrees to install and complete certain designated public improvements, which said agreement, dated 1 20 and identified as project located is hereby referred to and made a part hereof; and WHEREAS, said Contractor is required under the terms of said agreement to furnish a bond for the faithful performance of said agreement, guaranteeing all improvements free of all defects for a period of one (1) year after acceptance of by the City. NOW, THEREFORE, we the Contractor and as surety, are held and firmly bound unto the City of Rancho Cucamonga (hereinafter called "City"), in the penal sum of Dollars ($ ) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors and administrators, jointly and severally, firmly by these presents. The condition of this obligation is such that if the above bonded Contractor, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and provisions in the said agreement and any alteration thereof made as therein specified, and in all respects according to their true intent and meaning, and shall indemnify and same harmless City, its officers, agents and employees, as therein stipulated, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect. As a part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. The surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the agreements or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the agreement or to the work or to the specifications. IN WITNESS WHEREOF, this instrument has been duly executed by the Contractor and surety above named on , 20 CONTRACTOR SURETY Name Address By: Name Address By: PLEASE ATTACH POWER OF ATTORNEY TO ALL BONDS SIGNATURES MUST BE NOTARIZED MB -1 P173 CITY OF RANCHO CUCAMONGA SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION The work shall be done in accordance with the "Green Book" Standard Specifications for Public Works Construction 2015 edition and 2016 Supplement written and promulgated by the Southern California Chapter of the American Public Works Association and the Southern District Associated General Contractors of California Joint Cooperative Committee, herein referred to as the "Standard Specifications." Subsequent amendments, supplements and/or additions shall also be considered, included herein. Copies are available from the publisher, Building News, Incorporated, 1612 So. Clementine Street, Anaheim, California, 92802, telephone (714) 517-0970. The Standard Specifications set forth above will control the general provisions, construction materials, and construction methods for this contract except as amended by the Plans, other contract documents, or the Special Provisions to follow. The section numbers of the following amendments coincide with those of said Standard Specifications. Only those sections requiring elaborations, amendments, specifying of options, or additions are referenced. SPECIAL PROVISIONS Amendments to "Standard Specifications" PART 1 GENERAL PROVISIONS SECTION 1 - TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1-2 TERMS AND DEFINITIONS The words and phrases defined below, appear in the Standard Specifications and in these Special Provisions, shall for the purpose of the Contract have the meaning hereinafter assigned to them. Agency: The City of Rancho Cucamonga. Board: The City Council of the City of Rancho Cucamonga. Engineer: The Public Works Services Director of the City of Rancho Cucamonga, acting personally or through agents or assistants duly authorized by him. The following shall be added: City: City of Rancho Cucamonga, San Bernardino County, California. Major Bid Item: A single Contract item constituting 10 percent or more of the original Contract Price. Substantial Completion: Means the project can be used for its intended purpose as determined by the Engineer. GP -1 P174 SECTION 2 - SCOPE AND CONTROL OF THE WORK 2-1 AWARD AND EXECUTION OF CONTRACT The following subsection shall be added to subsection 2-1: 2-1.1 DESCRIPTION OF WORK The scope of work to be performed in general consists of, but not limited to, the furnishing of all labor, materials, tools and equipment required for the removal and/or installation of trees, sidewalks, curbs, gutters, concrete block walls and other concrete or masonry work at various locations in the public right of way; City maintained landscapes including parkways, medians and greenbelts; City parks; and other City facilities within the City of Rancho Cucamonga. Repairs not indicated on the drawings nor mentioned in the specifications that can legitimately and reasonably be inferred to belong to the work described or be necessary in good practice shall be provided and be installed as though called out herein every detail. Sidewalk, street, curb and gutter repairs covered under these specifications are grouped in tight centrally located areas as shown on the maps in Appendix 3. All work, including restoration of existing improvements, at each location shown on the proposal sheets must be completed prior to moving on to the next location. 2-4 CONTRACT BONDS Delete the second sentence of the fourth paragraph and add the following: The "Performance Bond" shall remain in force until the acceptance of the Work by the Board. The bond shall be maintained by the Contractor in full force and effect until thirty-five days after recordation of the Notice of Completion and acceptance of a "Maintenance Surety Bond" per Section 4-1.1. 2-5 PLANS AND SPECIFICATIONS 2-5.1 General. Add the following after the third paragraph: While it is believed that much of the information pertaining to conditions, which may affect the cost of the Work, will be shown on the Plans or indicated in the Specifications, the Agency does not warrant the completeness or accuracy of such information. The Contractor shall ascertain the existence of any conditions affecting the cost of the Work through a reasonable examination of the Work site prior to submitting the Bid. Existing improvements visible at the Work site, for which no specific disposition is made on the Plans, but which interfere with the completion of the Work, shall be removed and disposed of by the Contractor. GP -2 P175 The following paragraphs shall be added following the last paragraph: If the Contractor, either commencing work or in the course of the work, finds any discrepancy between the Specifications and the Plans, or between either, and the physical conditions at the site of the work, or finds any error or omission in any of the Plans, or Specifications or survey, he shall promptly notify the Engineer in writing of any such discrepancy, error, or omission. If the Contractor observes that any of the Plans or Specifications are at variance with any applicable law, ordinance, regulation, order or decree, he shall promptly notify the Engineer in writing of such conflict. The Engineer on receipt of any such notice shall promptly investigate the circumstances and give appropriate instructions to the Contractor. Until such instructions are given, any work done by the Contractor, either directly or indirectly, after his discovery of such error, discrepancy, or conflict, will be at his own risk, and he shall bear all costs arising therefrom. 2-5.2 Precedence of Contract Documents. The following paragraph shall be added following paragraph two: Should it appear that the work to be done or any matter relative thereto is not sufficiently detailed or explained by the specifications, the Contractor shall apply to the Engineer for such further explanation as may be necessary and shall conform to such explanation or interpretation as part of the Contract so far as may be consistent with the intent of the original plans and specifications. In the event of any discrepancy between any drawing and the figures written thereon, the figures shall be taken as correct. 2-5.4. As Built Plans. Add the following subsection: The Contractor shall maintain a control set of Plans and Specifications on the project site at all times. All final locations determined in the field, and any deviations from the Plans and Specifications, shall be marked in red on this control set to show the as -built conditions. Upon completion of all work, the Contractor shall return the control set to the Engineer. Final payment will not be made until this requirement is met. 2-6 WORK TO BE DONE The following paragraphs shall be added following paragraph one: All work which is defective in its construction or deficient in any of the requirements of the Plans and Specifications shall be remedied or removed and replaced by the Contractor in an acceptable manner at his own expense. No compensation will be allowed for any work done beyond the lines and grades shown on the Plans or established by the Engineer. Upon failure on the part of the Contractor to comply with any order of the Engineer made under the provisions of this article, the Engineer and City may cause the defective work to be remedied or removed and replaced at the expense of the Contractor. Any unauthorized or defective work, defective material or workmanship or any unfaithful or imperfect work that may be discovered before final acceptance of work by the board shall be corrected immediately with no extra charge even GP -3 10 ri:I though it may have been overlooked in previous inspections and estimates or may have been caused due to failure to inspect the Work. 2-10 AUTHORITY OF THE BOARD AND THE ENGINEER The following paragraphs shall be added following paragraph two: All authorized alterations affecting the requirements and information given on the approved plans shall be in writing. No changes shall be made on any plan or drawing after the same has been approved by the Engineer, except by direction of the Engineer in writing. Deviations from the approved plans, as may be required by the exigencies of construction, will be determined in all cases by the Engineer and authorized in writing. All instructions, rulings and decisions of the Engineer shall be in writing and binding on all parties unless formal protest is made as provided in the following paragraph: If the Contractor considers any work demanded of him to be outside the requirements of the contract, or if he considers any instruction, ruling or decision of the Inspector or Engineer to be unfair, he shall within ten (10) days after any such demand is made, or instruction, ruling or decision is given, file a written protest with the Engineer, stating clearly and in detail his objections and reasons therefore. Except for such protests and objections as are made of record in the manner and within the time above stated, the Contractor shall be deemed to have waived and does hereby waive all claims for extra work, damages and extensions of time on account of demands, instructions, rulings and decisions of the Engineer. Upon receipt of any such protest from the Contractor, the Engineer shall review the demand, instruction, ruling or decision objected to and shall promptly advise the Contractor, in writing, of his final decision, which shall be binding on all parties, unless within the ten days thereafter the Contractor shall file with the Board a formal protest against said decision of the Engineer. The Board shall consider and render a final decision on any such protest within thirty (30) days of receipt of same. The following subsection shall be added: 2-13 CLAIMS DISPUTE RESOLUTION In the event of any dispute or controversy with the City over any matter whatsoever, the Contractor shall not cause any delay or cessation in or of Work, but shall proceed with the performance of the Work in dispute. The Contractor shall retain any and all rights provided that pertain to the resolution of disputes and protests between the parties. The Disputed Work will be categorized as an "unresolved dispute" and payment, if any, shall be as later determined by agreement or a court of law. The Contractor shall keep accurate, detailed records of all Disputed Work, claims and other disputed matters. All claims arising out of or related to the Contract Documents or this Project, and the consideration and payment of such claims, are subject to the Government Claims Act (Government Code Section 810 et seq.) with regard to filing claims. All such claims are also subject to the dispute procedures set forth in Public Contract Code Section 9204 and Public Contract Code Section 20104, et seq. (Article 1.5), to the extent each is applicable. This Contract hereby GP -4 P177 incorporates those provisions as through fully set forth herein. Thus, the Contractor or any Subcontractor must file a claim in accordance with the Government Claims Act as a prerequisite to filing a construction claim in compliance with Section 9204 and Section 20104 et seq. (if applicable), and must then adhere to Section 20104, et seq. and Section 9204, as applicable, pursuant to the definition of "claim" as individually defined therein. GP -5 P178 SECTION 3 - CHANGES IN WORK 3-2 CHANGES INITIATED BY THE AGENCY. 3-2.2 Contract Unit Prices. 3-2.2.1 General. Add "Major Bid" between "an" and "item" in the first line of the second paragraph: The last sentence of the second paragraph shall be deleted and replaced with the following: Adjustments in excess of 25 percent may be done by extension of Contract Unit Prices as described above, or pursuant to 3-2.2.2 or 3-2.2.3 as appropriate. 3-2.2.2 Increases of More Than 25 Percent. Add "Major Bid" between "an" and "item" in the first line of the first paragraph. 3-2.2.3 Decreases of More Than 25 Percent. Add "Major Bid" between "an" and "item" in the first line of the first paragraph. 3-2.4 Agreed Prices. Add the following before the first sentence of the first paragraph: Agreed Prices are prices for new or unforeseen work, or adjustments in Contract Unit Prices per 3-2.2, established by mutual agreement between the Contractor and the Agency. 3-3 EXTRA WORK 3-3.2 Payment. 3-3.2.3 Markup. The entire text of the Subsection 3-3.2.3 shall be deleted and replaced with the following: (a) Work by Contractor. The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits: 1) Labor .................................... 20 2) Materials ................................ 15 3) Equipment Rental ......................... 15 4) Other Items and Expenditures ............. 15 To the sum of the costs and markups provided for in this subsection, 1 GP -6 10 r4::1 percent shall be added as compensation for bonding. (b) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in 3-3.2.3(a) shall be applied to the Subcontractor's actual cost of such work. A markup of 5 percent of the subcontracted portion of the extra work may be added by the Contractor. GP -7 P180 SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.1 General. The following paragraphs shall be added following paragraph three: Used or secondhand materials, parts, and equipment may be used only if permitted by the specifications. The Contractor shall guarantee the entire work constructed by him under the contract to be free of defects in materials and workmanship for a period of one year following the date of acceptance of the work by the Board. The Contractor shall agree to make, at his own expense, any repairs or replacements made necessary by defects in materials or workmanship, which become evident within the warranty period. The Contractor shall further agree to indemnify and save harmless the City and Engineer, and their officers, agents and employees, against and from all claims and liability arising from damage and injury due to said defects. The Contractor shall make all repairs and replacements promptly upon receipt of written order from the Engineer. If the contractor fails to make the repairs and replacements promptly, the City may do the work and the Contractor and his surety shall be liable to the City for the cost of the work. The guarantee and conditions specified above shall be secured by a surety bond, which shall be delivered by the Contractor to the City prior to the date on which final payment is made to the Contractor. Said bond shall be in an approved form and executed by a surety company or companies satisfactory to the City, in the amount of ten percent (10%) of the contract price, or $1,000.00, whichever is greater. Said bond shall remain in force for the duration of the warranty period specified. 4-1.3 Inspection Requirements. The text of Subsection 4-1.3.1 "General," shall be deleted and replaced with the following: Materials to be used in the work will be subject to inspection and tests by the Engineer or his designated representative. The Contractor shall furnish without charge such samples as may be required. The Contractor shall furnish the Engineer a list of his sources of materials and the locations at which such materials will be available for inspection. The list shall be furnished to the Engineer in sufficient time to permit inspecting and testing of their use. The Engineer may inspect, sample or test materials at the source of supply or other locations, but such inspection, sampling or testing will not be undertaken until the Engineer is assured by the Contractor of the cooperation and assistance of both the Contractor and the supplier of the material. The Contractor shall assure that the Engineer or his authorized representative has free access at all times to the material to be inspected, sampled or tested. It is understood that such inspections and tests, if made at any point other GP -8 P181 than the point of incorporation in the work, in no way shall be considered as a guarantee of acceptance of such material nor of continued acceptance of material presumed to be similar to that upon which inspections and tests have been made, and that inspection and testing performed by the City shall not relieve the Contractor or his suppliers of responsibility for quality control. Manufacturers' warranties, guarantees, instruction sheets and parts lists, which are furnished with certain articles of materials incorporated in the work, shall be delivered to the Engineer before acceptance of the contracts. The Engineer may inspect the production of material, or the manufacture of products at the source of supply. Plant inspection, however, will not be undertaken until the Engineer is assured of the cooperation and assistance of both the Contractor and the material producers. The Engineer or his authorized representative shall have free entry at all times to such parts of the plant as concerns the manufacture or production of the materials. Adequate facilities shall be furnished free of charge to make the necessary inspection. The City assumes no obligation to inspect materials at the source of supply. 4-1.4 Test of Materials. The first paragraph shall be deleted and replaced with the following paragraphs: Before incorporation in the Work, the Contractor shall submit samples of materials, as the Engineer may require, at no cost to the Agency. The Contractor, at its expense, shall deliver the materials for testing to the place and at the time designated by the Engineer. Except as elsewhere specified, the City will bear the cost of testing material and/or workmanship, which meet or exceed the requirements indicated in the Standard Specifications and the Special Provisions. The cost of all other tests, including the retesting of material or workmanship that fails to pass the first test, shall be borne by the Contractor. The Contractor shall at his expense furnish the City, in triplicate, certified copies of all required factory and mill test reports. Any materials shipped by the Contractor from a factory or mill prior to having satisfactorily passed such testing and inspection by a representative of the City shall not be incorporated in the work, unless the Engineer shall have notified the Contractor, in writing, that such testing and inspection will not be required. 4-1.5 Certificate of Compliance. Add the following paragraphs at the end of the subsection: A Certificate of Compliance shall be furnished prior to the use of any materials for which these specifications or the special provisions require that such a certificate be furnished. In addition, when so authorized in these specifications or in the special provisions the Engineer may permit the use of certain materials or assemblies prior to sampling and testing if accompanied by a Certificate of Compliance. The certificate shall be signed by the manufacturer of the material or the manufacturer of assembled materials and shall state that the materials involved comply in all respects with the GP -9 P182 requirements of the specifications. A Certificate of Compliance shall not relieve the Contractor or responsibility for incorporating material in the work which conforms to the requirements of the plans and specifications, and any such material not conforming to such requirements will be subject to rejection whether in place or not. The City reserves the right to refuse to permit the use of material on the basis of a Certificate of Compliance. The form of the Certificate of Compliance and its disposition shall be as directed by the Engineer. GP -10 P183 SECTION 5 - UTILITIES 5-1 LOCATION 5-1.1 General. Add the following after the first paragraph: The location and existence of any underground utility or substructure was obtained from a search of available records. No guarantee is made or implied that the information is complete or accurate. It shall be the Contractor's responsibility alone to determine the exact location of underground utilities or substructures of every nature and to protect them from damage. The Contractor shall excavate and expose all high-risk underground facilities. The Contractor shall notify the owners of all utilities and substructures as set forth in these Special Provisions. 5-1.2 Payment. The text of the subsection shall be deleted and replaced with the following: Any utility locations that are indicated on the plans to be potholed prior to construction will be paid for at the unit cost bid in the proposal. For all other utilities, if no pay item is provided, full compensation for such work shall be considered as included in the prices bid for other items of work. 5-4 RELOCATION Add the following paragraph at the end of the subsection: Any facilities to be relocated by the Contractor, as indicated on the plans, shall be relocated in a workmanlike manner. All such work shall be done only at such times which are acceptable to the owner. The Contractor shall schedule his relocation work in cooperation with the owner and shall be responsible for any costs resulting from the Contractor's failure to do the work at times which are acceptable to the owner. The Contractor shall notify owners as least two (2) working days in advance of any work on any of their utilities. The following subsection shall be added: 5-7 UTILITY CONNECTION For utility connections to City owned facilities, the Contractor shall take all action necessary to ensure that such utilities are placed in the City's name. GP -11 P184 SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 6-1.1 Construction Schedule Add the following paragraphs at the end of this subsection: Prior to the commencement of construction, arrangements will be made by the City for a meeting between the Contractor, the Engineer, Utility Representatives, designers and others as may be involved with the project. The purpose of this meeting is to coordinate the activities of the Contractor within the limits of this contract, review utility conflicts, review scheduling, discuss construction methods and clarify inspection procedures, etc. The Contractor shall submit at this meeting, for approval by the Engineer, the proposed construction schedule. The Contractor shall submit Progress Reports to the Engineer by the tenth day of each month. The report shall include an updated Construction Schedule. Any deviations from the original schedule shall be explained. Progress payments will be withheld pending receipt of any outstanding reports. 6-3 SUSPENSION OF THE WORK 6-3.1 General. Add the following paragraph following paragraph one: In the event a suspension of work is ordered because of failure on the part of the Contractor to carry out orders given or to perform any provisions of the work, such suspension of work shall not relieve the Contractor of his responsibility to complete the work within the time limit set forth herein and shall not be considered cause for extension of the time for completion, and further, such suspension of work shall not entitle the Contractor to any additional compensation. 6-7 TIME OF COMPLETION 6-7.2 Working Day. The following subsection shall be added: The Contractor's working day activities shall be limited to the hours between 7:00 A.M. and 6:00 P.M., Monday through Friday, excluding recognized City holidays and any City holiday closure period. See Appendix 6 "City Working Day Calendar". The working day shall encompass 8 hours from start to finish, including clean-up and securing the work site. Deviation from normal working hours will not be allowed without prior consent of the Engineer. Work near schools or located on major arterials may be subjected to additional working hour provisions. In the event work is allowed by the Engineer outside of the normal working hours, at the request of and for the benefit of the Contractor, inspection service fees may be levied against the Contractor at the current rate per hour, plus time and one-half and 15% administration fee, including travel time where GP -12 P185 applicable, with a minimum hourly charge for four (4) hours. The above charge may also be levied if inspection services are deemed necessary by the Engineer as a matter of public safety or to otherwise insure the quality of the work. 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY. 6-8.1 Completion. Delete the following from the last sentence: "...and to which liquidated damages will be computed." 6-8.3 Warranty. The first paragraph shall be deleted and replaced with the following: All work shall be warranted by the Contractor against defective workmanship and materials for a period of 1 year from the date of the acceptance of the work by the Board. The following shall be added to the end of the second paragraph: In addition, manufacturers' warranties, guarantees, instruction sheets and parts list, which are furnished with articles or materials incorporated in the work, shall be delivered to the Engineer before acceptance of the work by the City. 6-9 LIQUIDATED DAMAGES The last sentence of paragraph one shall be deleted and replaced with the following: For each consecutive calendar day in excess of the time specified in Item 3 of the Contract Agreement, as adjusted in accordance with Subsection 6-6, for completion of the Work the Contractor shall pay to the Agency, or have withheld from monies due it, the sum of ONE THOUSAND DOLLARS ($1,000) unless otherwise provided in the Specifications. The last paragraph shall be deleted and replaced with the following: Execution of the Contract shall constitute agreement by the Agency and the Contractor that ONE THOUSAND DOLLARS ($1,000) per day is the minimum value of the costs and actual damage caused by the failure of the Contractor to complete the Work within the allotted time. Such sum is liquidated damages and shall not be construed as a penalty, and may be deducted from payments due the Contractor if such delay occurs. The following paragraph shall be added at the end of the subsection: The Engineer will set forth in writing the date of Substantial Completion of the work and this will be the date which liquidated damages will be computed. GP -13 P186 SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 7-1 THE CONTRACTOR'S EQUIPMENT AND FACILITIES 7-1.1 General. The following sentence shall be added to the end of paragraph one: Such equipment and facilities shall meet all requirements of applicable ordinances and laws. 7-2 LABOR 7-2.2 Prevailing Wages. The following paragraphs shall be added following paragraph one: The Contractor, and all subcontractors, suppliers and vendors, shall comply with all City, State and Federal orders regarding affirmative action to ensure equal employment opportunities and fair employment practices. Failure to file any report due under said orders will result in suspension of progress payments. The Contractor shall ensure unlimited access to the job site for all equal employment opportunity compliance officers. Particular attention is called to the Labor Code of California, Part 7, Chapter I, Article 2, "Wages," Article 3, "Working Hours." Attention is also directed to the provisions in Section 1777.5 and 1777.6 of the Labor Code concerning the employment of apprentices by the Contractor or any subcontractor under him. The following subsection shall be added: 7-2.6 Job Site Notice. Pursuant to the Labor Code, Division 2, Part 7, Chapter 1, Section 1771.4(a)(2), the prime contractor shall post job site notices, as prescribed by regulation. 7-3 INSURANCE The text of this entire subsection, except the last paragraph under subsection 7-3.1 and entire subsection 7-3.3 (Workers' Compensation Insurance), shall be deleted and replaced with the following in accordance to the City's "Contract Agreement": The Contractor shall not commence work under this contract until he has obtained all insurance required hereunder in a company or companies acceptable to the City nor shall the Contractor allow any subcontractor to commence work on his subcontract until all insurance required of the subcontractor has been obtained. The Contractor shall take out and maintain at all times during the life of this contract the following policies of insurance: GP -14 P187 a. Compensation Insurance: Before beginning work, the Contractor shall furnish to the Engineer a certificate of insurance as proof that he has taken out full compensation insurance for all persons whom he may employ directly or through subcontractors in carrying out the work specified herein, in accordance with the laws of the State of California. Such insurance shall be maintained in full force and effect during the period covered by this contract. In accordance with the provisions of Section 3700 of the California Labor Code, every contractor shall secure the payment of compensation to his employees. Contractor, prior to commencing work, shall sign and file with the City a certification as follows: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the work of this contract." b. The policy of insurance provided for in subparagraph a. shall contain an endorsement which: (1) Waives all right of subrogation against all persons and entities specified in subparagraph 7-3 d.(2) hereof to be listed as additional insureds in the policy of insurance provided for in paragraph c. by reason of any claim arising out of or connected with the operations of Contractor or any subcontractor in performing the work provided for herein; (2) Provides it shall not be canceled or altered without thirty (30) days' written notice thereof given to City by registered mail. C. For all operations of the Contractor or any subcontractor in performing the work provided for herein, insurance with the following minimum limits and coverage: (1) General Liability - Bodily Injury (not auto) $2,000,000 each person; $2,000,000 each accident. (2) General Liability - Property Damage (not auto) $1,000,000 each accident; $2,000,000 aggregate. (3) Contractor's Protective - Bodily Injury $1,000,000 each person; $2,000,000 each accident. (4) Contractor's Protective - Property Damage $1,000,000 each accident; $2,000,000 aggregate. (5) Automobile - Bodily Injury $2,000,000 each person; $3,000,000 each accident. (6) Automobile - Property Damage $2,000,000 each accident. GP -15 P188 d. Each such policy of insurance provided for in paragraph c. shall: (1) Be issued by an insurance company approved in writing by City, which is qualified to do business in the State of California. The insurance company shall have a policy holder rating of A or higher and a Financial Class VII or higher established by A.M. Best Company Rating Guide; (2) Name as additional insured the City of Rancho Cucamonga, its elected officials, officers, agents and employees, and any other parties specified in the bid documents to be so included: (3) Specify it acts as primary insurance and that no insurance held or owned by the designated additional insureds shall be called upon to cover a loss under said policy; (4) Contain a clause substantially in the following words: "It is hereby understood and agreed that this policy may not be canceled nor the amount of the coverage thereof reduced until thirty (30) days after receipt by City of a written notice of such cancellation or reduction of coverage as evidenced by receipt of a registered letter." (5) Otherwise be in form satisfactory to City. e. The Contractor shall at the time of the execution of the contract present the original policies of insurance required in paragraphs a. and c. hereof, or present a certificate of the insurance company showing the issuance of such insurance, and the additional insureds and other provisions required herein. 7-5 PERMITS The entire text of Subsection 7-5 is deleted and replaced with the following: Prior to the start of any work, the Contractor shall obtain the applicable City permits and make arrangements for City inspections. The City will issue the permits at no charge to the Contractor. The Contractor and all subcontractors shall each obtain a City business license, and shall be licensed in accordance with State Business and Professions Code. The Contractor shall also obtain any and all other permits, licenses, inspections, certificates, or authorizations required by any governing body or entity. The Contractor shall submit a Temporary Use Permit application to the Code Enforcement Office of the Planning Division of the City before utilizing a temporary construction storage site. The application shall state the site's intended use and include a map showing the location of the temporary storage area in relation to the project area along with proposed ingress and egress routes. Permit submittal information can be obtained from Code Enforcement, GP -16 P189 (909) 477-2720. In the event that the City has obtained permits, licenses or other authorizations applicable to the work from other agencies, the Contractor shall comply with the provisions of said permits, licenses and other authorizations. Any charges for permit fees, licenses, inspection fees, certificates, insurance, authorizations, bonds that are required by any other governing body entity, utilities, railroads, agency shall be paid for by the Contractor. The actual costs of these charges to the Contractor shall be reimbursable by the City. 7-6 THE CONTRACTOR'S REPRESENTATIVE The following paragraphs shall be added following paragraph one: The Contractor shall file with the Engineer the addresses and telephone numbers where he or his designated representative may be reached during hours when the work is not in progress, so that 24-hour, 7 -days -a -week contact can be maintained. Instructions and information given by the Engineer to the Contractor's authorized representative or at the address or telephone numbers filed in accordance with this section shall be considered as having been given to the Contractor. 7-8 WORK SITE MAINTENANCE 7-8.3 Noise Control. The text of the subsection shall be deleted and replaced with the following: Noise generated from the Contractor's operations shall be controlled as specified by City Ordinance. The use of excessively loud warning signals shall be avoided except in those cases required for the protection of personnel. 7-8.6.3. STORM WATER POLLUTION PREVENTION PLAN (SWPPP). The following shall be added after the first paragraph: Projects subject to requirements of General Permit for Discharges associated with Construction and Land Disturbance Activities (Order NO. 2009- 0009-DWQ NPDES NO. CAS000002) The contractor shall follow all requirements in Order NO. 2009-0009-DWQ, NPDES NO. CAS000002. This General Permit regulates discharges of pollutants in storm water associated with construction activity (storm water discharges) to waters of the United States from construction sites that disturb one or more GP -17 P190 acres of land surface, or that are part of a common plan of development or sale that disturbs more than one acre of land surface. Contractor is not responsible for filing a Notice of Intent (NOI) for Permit coverage or a Notice of Termination (NOT) at project end. City staff will file a NOI for permit coverage and file a (NOT) at the end of the project. (See General Construction Storm Water Permit PDF @ www.cityofrc.us/civica/filebank/blobdload.asp?BlobID=5120). A requirement of the Permit is the discharger shall develop a Storm Water Pollution Prevention Plan (SWPPP). The discharger shall ensure that the SWPPP for all sites are developed and amended or revised by a Qualified SWPPP Developer (QSD). Also, the discharger shall ensure that Best Management Practices (BMPs) within the SWPPP are implemented by a Qualified SWPPP Practitioner (QSP). (See SWPPP Training Qualifications and Requirements PDF @ www.cityofrc.us/civica/filebank/blobdload.asp?B1obID=5122. The SWPPP shall be designed to address the following objectives: 1. All pollutants and their sources, including sources of sediment associated with construction, construction site erosion and all other activities associated with construction activity is controlled; 2. Where not otherwise required to be under a Regional Water Board permit, all non -storm water discharges are identified and either eliminated, controlled, or treated; 3. Site Best Management Practices (BMPs) are effective and result in the reduction or elimination of pollutants in storm water discharges and authorized non -storm water discharges from construction activity to the Best Available Technology Economically Achievable/Best Conventional Pollutant Control Technology standard (BAT/BCT standard); 4. Calculations and design details as well as BMP controls for site run-on are complete and correct, and 5. Stabilization BMPs installed to reduce or eliminate pollutants after construction are complete. To demonstrate compliance with requirements of this General Permit, the QSD shall include information in the SWPPP that supports the conclusions, selections, use, and maintenance of BMPs. (see SWPPP outline PDF @ www.cityofrc.us/civica/filebank/blobdload.asp?BlobID=5121). 7-8.6.5. Payment. The entire text of the subsection is deleted and replaced with the following: Unless otherwise specified in the bid, payment for implementation and maintenance of BMP's and SWPPP, and for dewatering shall be considered as GP -18 P191 included in the Contract Unit Price for each item in the Bid. 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS The second paragraph is deleted and replaced with the following paragraphs: The Contractor shall relocate, repair, replace or reestablish all existing improvements within the project limits which are not designated for removal (e.g., curbs, sidewalks, driveways, fences, walls, irrigation systems, signs, utility installations, pavements, structures, landscaping etc.) which are damaged or removed as a result of his operations or as required by the Plans and Specifications. Damaged or removed traffic signal detector loops and or irrigation systems shall be replaced or repaired and returned to service within 72 hours except as directed by the Engineer. Where existing traffic striping, pavement markings, and curb markings are damaged or their reflectivity reduced by the Contractor's operations, such striping or markings shall also be considered as existing improvements and the Contractor shall repaint or replace such improvements. Relocations, repairs, replacements or re -establishments shall be at least equal to the existing improvements and shall match such improvements in finish and dimensions unless otherwise specified. The last paragraph is deleted and replaced with the following: All costs to the Contractor for protecting, removing, restoring, relocating, repairing, replacing, or re-establishing existing improvements shall be included in the Bid. 7-10 SAFETY The following subsections shall be added: 7-10.1 Access 7-10.1.1 General. The Contractor shall notify the occupants of all affected properties at least seventy-two hours prior to any temporary obstruction of access. Vehicular access to property line shall be maintained except as required for construction for a reasonable period of time. No overnight closure of any driveway will be allowed except as permitted by the Engineer. At least one twelve foot wide traffic lane shall be provided for each direction of travel on all streets at all times except as permitted by the Engineer. The traffic lanes shall be maintained on pavement, and shall remain unobstructed. Clearances from traffic lanes shall be five feet to the edge of any excavation and two feet to the face of any curb, pole, barricade, delineator, GP -19 P192 or other vertical obstruction. 7-10.2 Work Area Traffic Control 7-10.2.1 General. The Contractor shall prepare a permit application for street closure and shall attach two copies of the proposed traffic control signing, barricading and/or detour routing. The permit application and accompanying attachments shall be reviewed by the City Traffic Engineer. Upon the Traffic Engineer's approval, a no -fee Street Closure Permit shall be issued. No Street Closure, Lane Closure, Detour or other work requiring traffic control shall commence prior to issuance of said permit. The Contractor shall provide and install barricades, delineators, warning devices and construction signs in accordance with the current California Joint Utility Traffic Control Manual (CJUTCM) published by the California Inter - Utility Coordinating Committee, the Work Area Traffic Control Handbook (WATCH) and the current Caltrans Manual of Traffic Controls for Construction and Maintenance Work Zones unless otherwise approved by the Engineer. During adverse weather or unusual traffic or working conditions additional traffic devices shall be placed as directed by the Engineer. Should the Contractor fail to furnish a sufficient number of traffic and/or pedestrian safety devices, the City will place such necessary items and the Contractor shall be liable to the City for providing such devices in accordance with the following provisions: 1. Rental Rates A. Type I or II Barricades - $5.00 per barricade for the first day or any part thereof and $2.00 per barricade per day for each day thereafter or any part thereof. B. Type III Barricades - $15.00 per barricade for the first day or any part thereof and $5.00 per barricade per day for each day thereafter or any part thereof. C. Flashers - $5.00 per flasher for the first day or any part thereof and $2.00 per flasher per day for each day thereafter or any part thereof. D. Construction Signs - $5.00 per construction sign for the first day or any part thereof and $2.00 per construction sign per day for each day thereafter or any part thereof. E. Cones - $1.00 per cone for each day or any part thereof. 2. Replacement Charges A. Type I or II Barricades - $20.00 per Type I or II barricade that is lost or damaged. GP -20 P193 B. Type III Barricades - $100.00 per Type III barricade that is lost or damaged. C. Flasher - $15.00 per flasher that is lost or damaged. D. Signs - $30.00 per sign that is lost or damaged. E. Cones - $5.00 per cone that is lost or damaged. 3. Service Charges A. Service trips between the hours of 7:00 A.M. and 3:00 P.M. - $30.00 per hour, two hour minimum each service trip. B. Service trips between the hours of 3:00 P.M. and 7:00 A.M., or any time on Saturday, Sunday, or a City Holiday - $35.00 per hour, two hour minimum each service trip. Judgment as to adequate or sufficient barricading shall be that which is adequate or sufficient in the opinion of the Engineer. The Contractor shall relocate, preserve and maintain the visibility of all existing signs within the project limits which affect the flow of traffic, as directed by the Engineer. Any signs which are damaged or found to be missing during the course of construction shall be replaced by the Contractor at his expense as directed by the Engineer. All other signs that interfere with the course of work and are not necessary for the safe flow of traffic will be removed and replaced by the City. Traffic control signs include Stop Signs, Speed Limit, Parking Restriction and other regulatory signs. The Contractor shall not close any street within the City of Rancho Cucamonga without first obtaining the approval of the Engineer. Lane closures on four lane streets shall be restricted to between the hours of 8:30 AM and 4:00 PM. 7-10.4 Safety. 7-10.4.2.3 Payment. The entire text of the subsection is deleted and replaced with the following: Payment for performing all work necessary to provide safety measures or compliance with the provisions of the safety orders and all other laws, ordinances, and regulations shall be included in the various bid items, except where separate bid items for excavation safety are provided or required by law. The following subsection shall be added: 7-10.4.7 Protection of Public. Whenever the construction occurs within a developed residential area and/or through a school site, the Contractor shall take all necessary precautions to protect the public, especially children, from the hazards of open excavations. Trenches shall either be covered or adequately GP -21 P194 fenced at night and on weekends or whenever operations are not in actual process. Unusual conditions may arise on the project, which will require that immediate and unusual provision be made to protect the public from danger or loss or damage to life and property, due directly or indirectly to the progression of the work. It is part of the service required of the Contractor to make such provisions and to furnish such protection. The Contractor shall use such foresight and shall take such steps and precautions as his operations make necessary to protect the public from danger or damage, or loss of life or property, which would result from the interruption or contamination of public water supply, irrigation or other public service or from the failure of partly completed work. Whenever, in the opinion of the City, an emergency exists against which the Contractor has not taken sufficient precaution for the safety of the public or the protection of utilities or of adjacent structures or property or if immediate action shall be considered necessary in order to protect public or private personnel or property interest, or prevent likely loss of human life or damage on account of the operations under the contract, then and in that event the City may provide suitable protection to said interest by causing such work to be done and material to be furnished, as, in the opinion of the City may seem reasonable and necessary. The cost and expense of said labor and material together with the cost and expense of such repairs as may be deemed necessary shall be borne by the Contractor, and if he shall not pay said cost and expense upon presentation of the bills therefore, duly certified by the Engineer, then said costs and expense will be paid by the City and shall thereafter be deducted from any amounts due, or which may become due said Contractor. Failure of the City, however, to take such precautionary measure, shall not relieve the Contractor of his full responsibility for public safety. The following subsection shall be added: 7-10.6 Storage of Equipment and Materials in Public Streets. Construction materials shall not be stored in streets, roads, or highways for more than 5 days after unloading. All materials or equipment not installed or used in construction within 5 days after unloading shall be stored elsewhere by the Contractor at their expense unless authorized additional storage time. Construction equipment shall not be stored at the work site before its actual use on the work or for more than 5 days after it is no longer needed. Time necessary for repair or assembly of equipment may be authorized by the Engineer. Excavated material, except that which is to be used as backfill in the adjacent trench, shall not be stored in public streets unless otherwise permitted. After placing backfill, all excess material shall be removed immediately from the site. GP -22 P195 The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City. 7-13 LAWS TO BE OBSERVED The following paragraphs shall be added after paragraph one: If a discrepancy or inconsistency is discovered in the Plans, Drawings, Specifications or Contract for the work in relation to any such law, ordinance, regulation, order or decree, the Contractor shall forthwith report the same to the Engineer in writing. Per City Municipal Code Section 8.17.050/8.19.051, if the Contractor finds it necessary to make use of a refuse hauling service, only the City Franchised Hauler shall be used. Contact Burrtec Waste Industries at (909) 987-3717. The following subsection shall be added: 7-15 PAYROLL RECORDS The Contractor and each of his subcontractors shall prepare payrolls on forms prescribed and in accordance with instructions furnished by the City. Within seven (7) days after the regular payment date of the payroll, the Contractor shall deliver to the City a certified and legible copy of each payroll. Such payroll shall be sworn to in accordance with the federal regulations made pursuant to the "Kick Back Statute." Such copies of payrolls shall be accompanied by substantial proof that all bills for services rendered and materials supplied have been duly paid for. The Contractor shall not carry on his payroll any person not employed by him. Employees of a subcontractor must be carried on the rolls of the employing subcontractor. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. For all new projects awarded on or after April 1, 2015, the contractors and subcontractors must furnish electronic certified payroll records to the Labor Commissioner. The requirement to furnish electronic certified payroll records to the Labor Commissioner will apply to all public works projects, whether new or ongoing, beginning January 1, 2016. Each Contractor or Subcontractor shall preserve his weekly payroll records for a period of three (3) years from the date of the acceptance of the work by the Board. The payroll records shall set out accurately and completely the name, address, social security number, occupational classification, and hourly wage rate of each employee, hours worked by him during the payroll period, and full weekly wages earned by him, any deductions made from such weekly wages, and the actual weekly wages paid to him. Such payroll records shall be made available at all times for inspection by the City or its authorized representatives. GP -23 P196 The Contractor agrees that, in case of underpayment of wages to any worker on the project under this contract by the Contractor or any subcontractor, the City shall withhold from the Contractor out of payments due, an amount sufficient to pay such worker the difference between the wages required to be paid under this contract and the wages actually paid such worker for the total number of hours worked and that the City may disburse such amount so withheld by it for and on account of the Contractor to the employee to whom such amount is due. The Contractor further agrees that the amount to be withheld pursuant to this paragraph may be in addition to the percentages to be retained by the City pursuant to other provisions of this contract. GP -24 P197 SECTION 8 - FACILITIES FOR AGENCY PERSONNEL The provisions of this section shall be deleted and replaced with the following: Field offices for City personnel are not required; however, City personnel shall have the right to enter upon the project at all times and shall be admitted to the offices and sanitary facilities provided by the Contractor for use by his own personnel. GP -25 SECTION 9 - MEASUREMENT AND PAYMENT 9-3 PAYMENT P198 9-3.1 General. The following paragraphs shall be added at the end of the subsection: Whenever the Contractor is required to perform work or furnish equipment, labor, tools and materials of any class for which no price is fixed in the Proposal, it shall be understood that such work, equipment, labor, tools and material shall be provided without extra charge, allowance, or direct payment of any kind. The cost of performing such work or furnishing such equipment, labor, tools and materials shall be included in the unit bid prices in the proposal and no additional compensation will be made therefore. If any portion of the work done or materials furnished under the Contract shall prove defective or not in accordance with the specifications and contract drawings, and if the imperfection in the same shall not be of sufficient magnitude or importance to make the work dangerous or undesirable, the Engineer shall have the right and authority to retain the work instead of requiring it to be removed and reconstructed, but he shall make such deductions therefor in the payment due the Contractor as may be just and reasonable. 9.3.2 Partial & Final Payment. Paragraph two shall be deleted and replaced with the following paragraph: On the work day following the designated closure date for preparation of progress estimates, the Contractor shall submit to the Engineer a written progress estimate based on the Contract Unit Prices or as provided for in Subsection 9-2 of the work that has been satisfactorily completed. The Engineer will review the estimate and approve it or notify the Contractor of any exceptions. The Engineer will determine and prepare the partial and final payments. If the Contractor fails to submit a written progress estimate, the Engineer will determine the quantity of work performed. No such progress estimate will be required nor payment will be made when the total number of working days is twenty-five (25) or less or when the value of the work totals less than five hundred dollars ($500.00). Progress payment will, when properly completed as specified, be paid within 30 calendar days of submittal, and it is understood that any delay in the preparation, approval and payment of these demands will not constitute a breach of contract on the City. 9-3.3 Delivered Materials. The text of this subsection shall be deleted and replaced with the following: Materials and equipment delivered but not incorporated into the work will not be included in the estimate for progress payment. GP -26 PART 2 CONSTRUCTION MATERIALS SECTION 200 - ROCK MATERIALS 200-1 ROCK PRODUCTS P199 200-1.4 Coarse Aggregate for Portland Cement Concrete. The Cleanness Value requirement shall be replaced with the following: Tests Test Method Requirements Cleanness Value California 227 Individual Test Moving Average 200-1.5 Sand 200-1.5.3 Sand for Portland Cement Concrete. requirement shall be replaced with the following: Test Method Sand Equivalent California 217 Individual Test Moving Average 200-1.6 Stone for Rip rap. be quarry stone. 200-2 UNTREATED BASE MATERIALS 70 Min. 75 Min. The Sand Equivalent Requirements 70 Min. 75 Min. The Stone for Rip rap shall be amended to 200-2.1 General. The first paragraph shall be deleted and replaced with the following: Untreated base shall be Crushed Aggregate Base. The following paragraph shall be added following paragraph 2: The gradation and sand equivalent requirements of subsections 200-2.2, 200-2.3, 200-2.4, 200-2.5 and 200-2.6 shall be the moving average requirements. Individual test requirements shall be determined by the Engineer. 200-2.2.3, 200-2.4.3 and 200-2.8.4 Quality Requirements. The following paragraph shall be added at the end of each subsection: The minimum R -Value requirement will not be waived. The following subsection shall be added: MA -1 P200 200-2.9 Decomposed Granite 200-2.9.1 General. Decomposed granite is derived from the crushing and screening of naturally friable granite, commonly known as decomposed granite gravel. The material shall be reddish -brown in color. 200-2.9.2 Grading. The granite shall be screened to include stone particle 3/8" or 1/4" minus down to fine particles. The sand equivalent of the material shall be in the range of 30 - 50. The R -value shall be a minimum of 70. The percentage composition by weight shall conform to Table 200- 2.8.2(A). TABLE 200-2.8.2(A) Sieve Size Percent Passing 1/2" 100 3/8" 90 - 100 No. 4 50 - 100 No. 30 25 - 55 No. 100 10 - 20 No. 200 5 - 18 MA -2 P201 SECTION 201 - CONCRETE, MORTAR AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE 201-1.1 Requirements 201-1.1.1 General. The following paragraph shall be added following the last paragraph: The Contractor shall furnish the Engineer with a copy of the mix design to be used and with a legible certified weight -master's certificate for each load of P.C.C. delivered to the project. Portland Cement Concrete delivered to the project site having a water content and/or slump greater than that specified in the mix design shall be rejected and removed from the project site. MA -3 SECTION 203 - BITUMINOUS MATERIALS 203-5 SLURRY SEAL P202 203-5.1 General. The first paragraph is deleted and replaced with the following: Slurry Seal shall be Emulsion -Aggregate Slurry (EAS) conforming to 203-5.4 with 2% to 3% Latex. 203-5.2 Mix Design. The following paragraph shall be added at the end of the first paragraph: Emulsified asphalt shall be a cationic quick -setting type conforming to the requirements for CCS -1h. If the average temperature between 8:00 A.M. and 4:00 P.M. consistently exceeds 70 degrees F, an anionic slow -setting type emulsified asphalt conforming to SS-lh may be used, subject to the approval of the Engineer. Prior to any change the contractor shall thoroughly clean all emulsion tanks and mixing units to prevent chemical reaction between the two emulsions. Subsection 203-5.3.2 Grading. The following paragraph shall be added following the grading tabulation: Aggregate shall be Type II for all streets, unless specified otherwise on the plans or these specifications. 203-6 ASPHALT CONCRETE 203-6.1 General. The following paragraph shall be added following paragraph three: Asphalt Concrete shall be Class and Grade C2 -PG 64-10 for overlays, surface courses and single lifts, and Class and Grade B -PG 64-10 for base courses and D2 -PG 64-10 for leveling course. 203-11 ASPHALT RUBBER HOT MIR (ARHM) 203-11.3 Composition and Grading. The following is added to the end of the paragraph: Asphalt Rubber Hot Mix Gap Graded shall be Grade C for overlays and surface courses, designated by class ARHM-GG-C with performance grade PG 64-16. The following subsection shall be added: 203-17 ASPHALT -RUBBER CRACK AND JOINT SEALANT. Asphalt -Rubber sealant shall be a blend of asphalt cement, aromatic rubber extender oil and powdered or granulated vulcanized rubber combined in such a manner as to produce a material with the following properties when melted and applied at the specified temperature. The material shall pour readily and MA -4 P203 shall penetrate small cracks at temperatures below 400°F. It shall contain no water or volatile solvents and shall cure immediately upon cooling to a viscosity sufficient to prevent tracking or lifting by traffic. It shall adhere strongly to a clean -asphalted concrete surface and shall not be removable from cracks once cooled. The cooled material in place shall be flexible and resilient MA -5 P204 SECTION 214 - TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS 214-1 General. Add the following after the first paragraph: All legends, symbols, limit lines and crosswalks shall be thermoplastic paint. All non -reflective markers shall be ceramic Bott's Dots. MA -6 P205 PART 3 CONSTRUCTION METHODS SECTION 300 - REMOVALS AND EARTHWORK 300-1 REMOVALS 300-1.1 CLEARING AND GRUBBING 300-1.1.1 General. The following paragraph shall be added at the end of the section: Clearing and grubbing limits shall extend to any areas of work outside the right-of-way that are shown on the plans. 300-1.2 Removal of Existing Improvements 300-1.2.3 Concrete Improvements 300-1.2.3.2 Concrete Curb, Walk, Gutters, Cross Gutters, Curb Ramps, Driveways, and Alley Intersections. Add the following at the end of the paragraph: No section of curb and gutter to be replaced shall be less than 72 inches long, measured parallel to the flow line. If construction joints, score lines or fractures are present within 72 inches of the proposed removal area, measured parallel to the flow line, removals shall be extended to the nearest score line or joint, or to the nearest score line or joint beyond the fractured area. 300-1.2.8 Payment. The following paragraph shall be added after the first paragraph: When the removal and disposal of materials are listed separately in the bid, payment for removal and disposal of said materials shall be made at the contract Unit Price as shown, and shall not be included in the Lump Sum Price or the Price Per Acre bid for clearing and grubbing. Payment shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in said removal and disposal. 300-2 UNCLASSIFIED EXCAVATION 300-2.7 Selected Material. Replace this subsection with the following: Selected materials encountered in excavations within the project limits that meet the specifications for base material, trench bedding or backfill, topsoil or other specified materials shall be used as shown on the Plans, in the Specifications, or as directed by the Engineer. Topsoil excavated may be considered only for the purpose of backfilling areas to be planted. 300-2.9 Payment. Replace the first sentence with the following: ME -1 P206 The quantity shown in the Proposal for UNCLASSIFIED EXCAVATION shall be the final quantity for which payment will be made, as provided in the "Instruction to Bidders", Item I, of the specifications. The designation (F) following the Bid Item in the schedule of Unit Cost and Lump Sum Amounts indicates said final pay quantity and/or costs. 300-3 STRUCTURE EXCAVATION AND BACKFILL 300-3.1 General. Add the following paragraph to the end of this subsection: When it becomes necessary to excavate beyond the normal lines of excavation in order to remove boulders, broken concrete, or other interfering objects, or in order to form sidewalls, all voids created by the removal shall be backfilled and compacted to a minimum of ninety percent (900) relative compaction. 300-3.3 Foundation Material Treatment. Add the following paragraph to the end of this subsection: When footings without pile foundations for retaining walls or bridges are to be constructed upon an embankment fill, a relative compaction of not less than 95 percent shall be obtained for the embankment under the footings within the limits established by inclined planes sloping 1.5:1 out and down from lines one foot outside the bottom edges of the footing. 300-3.5 Structure Backfill 300-3.5.1 Requirements. Add the following to the second paragraph. Compaction equipment or methods which may cause excessive displacement or may damage structures, such as sleeve tampers, shall not be used. 300-4 UNCLASSIFIED FILL 300-4.1 General. Add the following at the end of paragraph two: . . or in areas to be landscaped. 300-4.10 Payment. Delete the first sentence of the first paragraph and replace with the following: The quantity shown in the Proposal for UNCLASSIFIED FILL shall be the final quantity for which payment will be made, as provided in the "Instruction to Bidders", Item I, of the specifications. The designation (F) following the Bid Item in the Schedule of Unit Cost and Lump Sum Amounts indicates said final pay quantity and/or costs. 300-7 EARTHWORK FOR CHANNELS 300-7.3 Excavation. Add the following to the first sentence of the second paragraph: ME -2 P207 ... and the top six inches (6") of the subgrade material shall be compacted to a relative compaction of ninety percent (90%). 300-7.6 Measurement and Payment. Add the following after paragraph one: Existing improvements including, but not limited to, paving, curbs, gutters walks, driveways, concrete or rubble slabs, foundations, and abandoned sewers, storm drains, or structures appurtenant to either or portions thereof, lying within the pay lines for excavation will be measured for payment as cubic yards of excavation, unless otherwise specified. All costs involved in the removal of such existing improvements shall be included in the price bid for excavation. The costs of removal of other existing improvements required by the drawings or interfering with construction shall be included in the price bid for the items of work of which the removal is a part. ME -3 P208 SECTION 301 - TREATED SOILS, SUBGRADE PREPARATION AND PLACEMENT OF BASE MATERIALS 301-1 SUBGRADE PREPARATION 301-1.6 Adjustment of Manhole Frame and Cover Sets to Grade. Delete the text of this subsection and replace it with the following: Adjustment of manhole frame and cover sets to grade shall be performed as designated on the plans. The Contractor shall arrange for inspection with the Utility Company owning that item being adjusted. In the case of portland cement concrete paving, the utility or survey monument cover shall be set to finish grade prior to paving. The following subsection shall be added: 301-1.6.1 Adjustment of Meter and Valve Boxes and Survey Monument Covers to Grade. Meter and valve boxes and covers and survey monument covers within the area to be paved or graded shall be set to finish grade by the Contractor as required by the Plans and Specifications. In the case of portland cement concrete paving, the utility or survey monument cover shall be set to finish grade prior to paving. 301-1.7 Payment. Add the following paragraph to the end of the subsection: Payment for adjusting manhole frames and cover sets, meter and valve boxes and covers and survey monument covers to grade shall be paid for at the unit price bid for each item of adjustment. The price will include all labor, materials, hardware, tools and incidentals and coordination for inspection by the owner and no additional compensation will be allowed therefore. 301-2 UNTREATED BASE 301-2.2 Spreading. Add the following paragraph after paragraph four: Tailgate spreading by dump trucks will not be permitted except for spot dumping and in areas not readily accessible to spreading equipment. ME -4 P209 SECTION 302 - ROADWAY SURFACING 302-1 COLD MILLING OF EXISTING PAVEMENT 302-1.9 Traffic Signal Loop Detectors. The text of this subsection is deleted and replaced with the following: Before cold milling pavement within 400 feet of a traffic signal, the Contractor shall notify the City at least 3 working days prior to commencing work within said area. Following notification, the Contractor with the assistance or under the review of the inspector shall mark the location of all existing loop detectors. The Contractor, unless otherwise directed by the plans or by the Engineer, shall not cold mill within 12 inches of detector loops or their lead- in saw cuts. 302-1.11 Measurement. In the first paragraph add "or square yard" after "...square foot (square meter) ". 302-2 CHIP SEAL 302-2.4 Roadway Surface Preparation. The text of the subsection is deleted and replace with the following: Refer to Subsection 302-14 of these Amendments. 302-2.5.1 Public Convenience and Traffic Control. This subsection is added: Refer to Subsection 302-14.2, Public Convenience and Traffic Control, of these Amendments. 302-4 SLURRY SEAL SURFACING 302-4.1 General. The following subsection shall be added: 302-4.4.1 Surface Preparation. Refer to Subsection 302-14 of these Amendments. 302-4.5 Scheduling, Public Convenience and Traffic Control. The second and third paragraphs are deleted and refer to subsection 302-14.2, Public Convenience and Traffic Control, of these Amendments. The following shall be added prior to the last paragraph: Pneumatic rolling is required on all streets. Rolling will commence as soon as the slurry has set sufficiently to prevent any material from adhering to the tires. The slurry surface shall be rolled by two to five complete coverages, ironed out and a uniform smooth surface is obtained. Pneumatic rollers shall be operated at a minimum tire pressure of 60 psi. Cost of rolling shall be included in the unit price per square yard of slurry seal and no additional compensation shall be allowed. Following application of slurry seal, loose aggregate shall be removed for ME -5 P210 full street width to the satisfaction of the City Inspector by means of vacuum sweeping. As a minimum, streets shall be swept three days after the application and again two weeks later. 302-4.10 Measurement 302-4.10.1 General. Replace this subsection with the following: The basis of measurement will be per square yard. 302-4.11 Payment 302-4.11.2 Slurry Seal Mixed in Continuous Flow Mixers. Replace this subsection with the following: Payment for slurry seal will be per square yard. The price bid per square yard shall include pavement preparation, crack sealing, protection of existing survey monuments, manholes and valve covers, etc., re -striping and replacement of existing pavement markings as shown on the bid. The Contractor shall maintain the specified rate of application and mix design at any time. The Contractor shall provide the operator of each vehicle a weight slip from the weigher of the aggregate and shall deliver said slip to the Engineer at the point of delivery. Weights of emulsion, water and accelerator shall be shown, but will not be added to the weight of aggregate for payment purposes. No adjustment of compensation will be made in the contract bid price per square yard of Slurry Seal regardless of the amount of change in the quantities required, and regardless of the reason for such change. The provisions in Section 3-2, "Changes Initiated by the Agency" of the Standard Specifications shall not apply to the items of Slurry Seal. 302-5 ASPHALT CONCRETE PAVEMENT 302-5.1 General. The following subsection shall be added: 302-5.1.1 Surface Preparation Prior to placing Asphalt Concrete Pavement, subgrade preparation and the placement of base materials shall have been performed in accordance with Section 301 - "TREATED SOILS, SUBGRADE PREPARATION AND PLACEMENT OF BASE MATERIALS." Prior to placing Asphalt Concrete upon existing asphalt concrete as an overlay, the existing pavement surface shall be prepared in accordance with Subsection 302-14 of these Amendments. 302-5.2 Public Convenience and Traffic Control. This subsection is added: Refer to Subsection 302-14.2, Public Convenience and Traffic Control, of these Amendments. 302-5.4 Tack Coat. The first sentence of the first paragraph shall be deleted and replaced with the following: If the asphalt concrete pavement is being constructed directly upon an ME -6 P211 existing hard -surfaced pavement, a tack coat of NTSS-lHM (Trackless Tack) at an approximate rate of 0.05 to 0.10 gallon per square yard shall be uniformly applied upon the existing pavement preceding the placement of the asphalt concrete. The last paragraph shall be deleted and replaced with the following: The contact surfaces of all cold pavement joints, curbs, gutters, manholes, and the like shall be painted with NTSS-lHM (Trackless Tack) immediately before the adjoining asphalt concrete is placed. 302-5.5 Distribution and Spreading. The following paragraphs shall be added at the end of the subsection: Tarpaulins shall be used to cover all loads when directed by the Engineer. All screed extensions for paving machines shall be provided with a tamper, roller or other suitable compacting device. The self-propelled, mechanical spreading and finishing machine, when placing the surface course, shall be equipped with an electronically -actuated screed adjusting mechanism which will automatically maintain the required elevations. A side -mounted extension arm shall be used to minimize surface undulations longitudinal to the machine's travel. 302-5.6 Rolling 302-5.6.1 General. The following sentence shall be added at the end of item e. Pneumatic rollers shall be required on lower layers only. The following paragraph shall be added following paragraph two: Initial breakdown compaction shall be a minimum of three coverages of each layer of asphalt mixture. A pass shall be a movement of a roller in both directions over the same path. A coverage shall consist of as many passes as are necessary to cover the entire width being paved. Overlap between passes during any coverage, made to insure compaction without displacement of material in accordance with good rolling practice, shall be considered to be part of the coverage being made and not part of a subsequent coverage. Each coverage shall be completed before subsequent coverages are started. 302-5.6.2 Density and Smoothness. The first paragraph shall be deleted and replaced with the following paragraphs: Upon completion, the pavement shall be true to grade and cross section. When a 10 -foot (3m) straightedge is laid on the finished surface parallel to the centerline of the roadway, the surface shall not vary from the edge of the straightedge more than 1/8 inch (3mm), except at intersections or at a change of grade. The transverse slope of the finished surface shall be uniform to a degree such that no depressions greater than 0.02 feet are present where tested with a straightedge 10 feet long laid in a direction transverse to the centerline. Any areas that are not within this tolerance shall be brought to grade immediately following the initial rolling. If the finished surface of the asphalt concrete on the traffic lanes does ME -7 P212 not meet the specified surface tolerances, it shall be brought within tolerances by either: 1. abrasive grinding (followed by fog seal coat on the areas which have been ground), 2. placing an overlay of asphalt concrete, or 3. removal and replacement. The method shall be selected by the Engineer. 302-5.8 Manholes (and other Structures). Add the following subsections. 302-5.8.1 Adjust Valve Covers to Grade. Adjusting valve covers to grade shall conform to the requirements of the respective utility owner and the following: Prior to placement of asphalt concrete pavement, the Contractor shall locate all valve covers and set such reference points as necessary to find the covers during pavement replacement of A.C. Overlay. The Contractor shall install 12 - inch long, 6 -inch diameter galvanized steel split sleeves in each valve cover and coat each valve box cover with diesel oil or other solvent prior to pavement placement. Immediately after placement of the asphalt by a Barber Greene or similar pavement machine and prior to any rolling, the valve covers and split sleeves shall be raised through the uncompacted pavement and the asphalt shall be cleaned off the valve covers. The rolling operation will set the valve covers to finish grade. After the final pavement rolling, the Contractor shall free all valve covers from the pavement and remove any loose asphalt that may have entered the valve covers during the paving operations. The Contractor shall provide all labor, materials and equipment necessary for adjusting the valve covers to grade. 302-5.8.2 Measurement and Payment. Payment for adjusting manholes (and other structures) and valve covers to grade will be paid for as provided in Subsection 301-1.7. The following subsection shall be added: 302-5.10 Asphalt Concrete Berm. 302-5.10.1 General. Asphalt Concrete for A.C. Berm shall be C2 -PG 64-16 as specified in subsection 203-6 and shall be machine laid to the lines and grades as shown on the plan. In advance of placing asphalt concrete berm on asphalt surfacing, the surface shall be broomed clean of all loose and deleterious material and a tack coat of SS-lh emulsified asphalt applied. 302-5.10.2 Payment. Payment will be made at the unit price bid per linear foot of A.C. Berm and will include all labor, materials, tools and equipment and no other compensation will be allowed therefore. 302-7 PAVEMENT FABRIC 302-7.2 Placement 302-7.2.1 General. Delete the first sentence of the first paragraph and replace with the following: ME -8 P213 The surface of the distressed pavement shall be prepared in accordance with Subsection 302-14 of these Amendments. The first sentence of the second paragraph delete: ...or covered with a chip seal. 302-7.2.3 Laydown. Add the following paragraph after paragraph one: Fabric shall be stretched, aligned and placed without wrinkles. A lapping test shall be made by gathering together the fabric in a wrinkle. If the height of the doubled portion of extra fabric is 2" or more, the fabric shall be cut to remove the wrinkle, then lapped in the direction of paving. Laps in excess of 2 inches shall be removed. 302-9 ASPHALT RUBBER HOT MIR (ARHM) 302-9.1 General. The following subsections shall be added: 302-9.1.1 Surface Preparation Prior to placing Asphalt Concrete Pavement, subgrade preparation and the placement of base materials shall have been performed in accordance with Section 301 - "TREATED SOILS, SUBGRADE PREPARATION AND PLACEMENT OF BASE MATERIALS." Prior to placing Asphalt Concrete upon existing asphalt concrete as an overlay, the existing pavement surface shall be prepared in accordance with Subsection 302-14 of these Amendments. 302-9.1.2 Public Convenience and Traffic Control. This subsection is added: Refer to Subsection 302-14.2, Public Convenience and Traffic Control, of these Amendments. 302-9.3 Distribution and Spreading. In the second sentence where it reads 50°F (10°C) and rising shall be changed to read 60°F and rising. 302-9.4 Rolling. The following subsection shall be added: 302-9.4.1 Density. Density shall conform to 302-5.6.2 with the following additions: 1) Cores will be taken for laboratory testing per California Test 308, Method A. 2) Three (3) cores per lot will be randomly taken by the City and tested. 3) A lot equals approximately 500 tons and will be identified per the laydown schedule. 4) The cores will be averaged to determine the percent of Maximum Theoretically Density, as determined by the American Society of Testing Materials (ASTM) D-2041, per lot to the nearest tenth. 5) Reduced payment factors for percent of Maximum Theoretical Density will be per the following table, which mirrors the table found ME -9 P214 in the State of California Standard Specifications, Section 39. Reduced Payment Factors for Percent of Maximum Theoretical Density ARHM percent of maximum theoretical densit Reduced payment factor ARHM percent of maximum theoretical density Reduced payment factor 91.0 0.0000 97.0 0.0000 90.9 0.0125 97.1 0.0125 90.8 0.0250 97.2 0.0250 90.7 0.0375 97.3 0.0375 90.6 0.0500 97.4 0.0500 90.5 0.0625 97.5 0.0625 90.4 0.0750 97.6 0.0750 90.3 0.0875 97.7 0.0875 90.2 0.1000 97.8 0.1000 90.1 0.1125 97.9 0.1125 90.0 0.1250 98.0 0.1250 89.9 0.1375 98.1 0.1375 89.8 0.1500 98.2 0.1500 89.7 0.1625 98.3 0.1625 89.6 0.1750 98.4 0.1750 89.5 0.1875 98.5 0.1875 89.4 0.2000 98.6 0.2000 89.3 0.2125 98.7 0.2125 89.2 0.2250 98.8 0.2250 89.1 0.2375 98.9 0.2375 89.0 0.2500 99.0 0.2500 < 89.0 Remove and replace > 99.0 Remove and replace 302-9.9 Payment. The following section shall be added after the last paragraph: Reduced payment factors per 302-9.4.1 will be applied to the Contract Unit Price per ton for Maximum Theoretical Density less than 91.0 and greater than 97.0. 302-10 ASPHALT RUBBER AGGREGATE MEMBRANE The following subsection shall be added: 302-10.1.1 Surface Preparation. The surface of the distressed pavement shall be prepared in accordance with Subsection 302-14 of these Amendments. The following subsection shall be added: 302-14 EXISTING ASPHALT SURFACE PREPARATION 302-14.1 General. ME -10 P215 Prior to placing a surface treatment (overlay, slurry seal, etc.) upon existing asphalt concrete, the following must be done: a) Contractor shall spray all vegetation with "Round -Up" weed kill solution manufactured by Monsanto Company, or an approved equal. The vegetation shall be removed not less than 14 days after the chemical is applied to assure the vegetation is completely dead. Weed kill and removal shall be completed prior to any Cold Planing operation and crack sealing. b) The Contractor shall remove any and all raised pavement markers and thermoplastic markings from the existing pavement and repair any pavement distress resulting from said removal. c) All excess bitumen in bituminous pavement shall be removed by burning or other method approved by the Engineer. d) After any cold planing operation and before surface treatment, all depressions and cracks 1/4" and greater shall be routed to a depth of 3/4" and blown clean. Wire brushes shall be used to remove more stubborn material. Water jets are not acceptable for cleaning cracks. All buckled pavement cracks shall be planed flush with the adjacent pavement prior to crack treatment. After the cracks are clean, a City approved soil sterilant shall be applied. e) All crack filling shall be performed at least 48 hours in advance and be completely cured prior to commencement of any surface treatment. Cracks and joints 1/4" to less than 1.50" in width shall be sealed with the material specified in Subsections 203-17 and 302-14 herein. Sealant shall not be applied when the ambient temperature is below 50°F. Sealant shall be heated to a temperature between 350°F and 400°F, as recommended by the manufacturer in a melter/applicator unit designed for that purpose and capable of maintaining an even application temperature, mixing the sealant during melting and application, and providing positive application pressure to the applicator wand. Joints shall be completely filled and struck flush with a squeegee. Cracks larger than 1.50" shall be sprayed with tack coat and filled with Asphalt Concrete, class and grade "D2 -PG 64-10". f) After crack sealing, and immediately prior to the surface treatment, streets shall be washed using a water truck or water pull then swept with a rotary broom or street sweeper to remove all loose material. 302-14.2 Public Convenience and Traffic Control. At least seven working days prior to commencing work, the Contractor shall submit his schedule to the Engineer for approval. This schedule shall allow affected people on the streets which are to receive the surface treatment, ample "on -street" parking within a reasonable distance from their homes and businesses. Requests for changes in the schedule shall be submitted by the Contractor to the Engineer for approval at least 72 hours prior to the scheduled surface treatment of the streets affected. The streets shall be scheduled so as not to conflict with the normal trash collection day if possible or make arrangements for the trash to be picked up early in the morning. ME -11 ;kA 11.1 The Contractor shall notify the following entities at least 48 hours in advance of any street closure or restriction to access: 1. Fire Department 2. San Bernardino Co. Sheriff's Department 3. Omnitrans 4. Ambulance Service a. American Medical Response 5. Trash Collectors a. Burrtec Waste Industries 6. Schools a. Chaffey Union High School District b. Central School District c. Cucamonga School District d. Alta Loma School District e. Etiwanda School District 7. US Postal Service Post Offices a. Alta Loma b. Cucamonga c. Etiwanda and any others determined by the Engineer. The Contractor shall distribute to each residence and business affected by the no parking and/or street closure or restriction to access a written notice prior to application of weed kill. The written notice shall state when the project will start, approximately when it will be complete and action if rescheduling is necessary. Sample of the written notice is located in the Appendix. The Contractor shall also be required to post and subsequently remove temporary signs ("No Parking by order of the Sheriff Department") along the streets to receive the surface preparation and/or surface treatment no less than seventy-two (72) hours prior to application. The Contractor shall be responsible for adequate barricading of the work area and controlling traffic in the vicinity of the project as specified in Subsection 7-10, "Public Convenience and Safety," and/or as directed by the Engineer. Barricades shall be staged and ready for controlling traffic, but no street shall be closed until immediately prior to the application of the surface treatment. Once the Engineer has determined the surface treatment has obtained sufficient set to open to traffic, the barricades shall be removed and the street opened to traffic as soon as possible. The Contractor shall protect the surface treatment from traffic at all times and if damaged or defaced, the Contractor shall repair said damage at no ME -12 P217 additional cost to the City. When necessary to provide vehicular or pedestrian crossings over and/or to permit traffic through the surface treatment, the Engineer shall direct the spreading of sufficient sand to eliminate tracking or damage to the surface. At all arterial intersections where sand will be applied over fresh surface for access, the Contractor shall post "LOOSE GRAVEL" (C6) construction signs. Signs shall be posted from commencement of the process until all sand has been cleaned from the roadway. Contractor shall remove all sand by sweeping within twenty- four hours after opening the street to through traffic. Sand used for this purpose shall be at the Contractor's expense. At the end of each day's work and when the operations are otherwise suspended, all equipment and obstructions shall be removed from the roadway. 302-14.3 Payment. Payment for items described shall be included in the price bid for placing the surface treatment and no additional compensation will be made. No extra payment will be made for sweeping, removal of vegetation or for any other work, which may be required to render the existing pavement ready to receive the surface treatment. ME -13 P218 SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION 303-1 CONCRETE STRUCTURES 303-1.2 Subgrade for Concrete Structures. Paragraph 2 shall be deleted and replaced with the following paragraphs: If the plans and special provisions for the project provide for the construction of gravel base material, and that material will be subgrade for concrete, the Contractor shall furnish 6 mil polyethylene sheeting as a subgrade cover. The placing of steel reinforcement and placement of concrete shall follow the installation of the polyethylene sheeting as closely as possible. The gravel base material shall be kept free from water to prevent any portion of concrete material being deposited in water. No payment will be made for dewatering other than as may be included in the prices bid for the various items of work or when an item for dewatering is provided. The Contractor shall excavate to the subgrade dimensions and grades shown on the plans or as directed by the Engineer. Where a firm foundation is not encountered due to soft, spongy or other unsuitable material, all such unsuitable material shall be removed and replaced with Gravel Base Material, or compacted backfill, at the discretion of the Engineer. :.j.UM 303-1.7 Placing Reinforcement 303-1.7.1 General. The following shall be added to the end of paragraph Reinforcing steel shall be of the same grade throughout the structure. 303-1.8 Placing Concrete 303-1.8.6 Joints. Paragraph one shall be deleted and replaced with the following paragraph: Transverse construction joints shall be placed in all reinforced sections of concrete construction at intervals not less than 10 feet nor more than 50 feet or as designated on the plans. The joint locations shall be similarly located and in the same plane for the entire structure. For concrete thicknesses greater than 6 inches, the joint shall be keyed as directed by the Engineer. The Contractor shall construct, in one continuous concrete placing operation, all work comprised between such joints. Joints shall be kept moist until adjacent concrete is placed. The following paragraph shall be added after paragraph three: Water stops for reinforced concrete conduits and structures, where called for on the plans shall be Burke Concrete Accessories "Vinylock Waterstop D 316- 6", Kirkhill Rubber Co. "KP 1424-6D" or an approved equivalent. ME -14 I ;kA 10:1 303-1.9 Surface Finishes. The following subsection shall be added. 303-1.9.5 Surface Finish for Storm Channel Construction. The longitudinal and transverse channel invert elevations shall not vary from true line and grade more than 1/2". The unevenness shall not be more than 1/4" when checked with a 10 -foot straightedge. Top of channel wall and channel side slope elevations shall not vary from true line and grade more than 1/2". Unevenness shall not be more than 1/2" when checked with a 10 -foot straightedge. Any surfaces which fail to conform to the above tolerances shall be ground in accordance with the best standard practice until the tolerances are met. Grinding shall not reduce the concrete cover on reinforcing steel to less than 1-1/2". Portions of inverts which cannot be corrected satisfactorily by grinding shall be removed and replaced. Except as specified above, the vertical or horizontal position of structures as shown on the plans or as specified herein, shall not vary more than 1/2" from true position. Elevations at inlet lips shall not vary more than 1/4" from elevations shown on the plans. A 10 -foot straightedge or template shall be furnished by the Contractor and shall be readily available prior to and during the placing of concrete. 303-1.11 Payment. The following paragraph shall be added after the first paragraph: When payment for concrete structures is based on the unit price per each, such payment shall include full compensation for furnishing all labor, materials (including reinforcing steel), tools and equipment and doing all work required to construct the structure in conformity with the Plans and Specifications. The following paragraphs shall be added at the end of the subsection: When it is necessary to change the depth of a manhole or the V -depth of a catch basin by one foot or less, no change in the unit price bid for such structure will be made. Where such change is greater than one foot, a change in the unit price bid for such structure will be made at the rate of $100 per width of basin per foot greater than one foot. The contract unit prices for drainage structures and catch basins shall include curb and gutter transitions, local depressions and sidewalk, where applicable. 303-4 MASONRY CONSTRUCTION 303-4.1 Concrete Block Masonry 303-4.1.1 General. The following paragraph shall be added at the end of the subsection: The Contractor shall deliver a sample of the specified concrete block masonry units to be used on the project for approval by the Engineer. ME -15 P220 303-4.2 Brick Masonry 303-4.2.1 Materials. The following paragraph shall be added at the end of this subsection: The Contractor shall deliver a sample of the specified brick masonry units to be used on the project for approval by the Engineer. 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS. 303-5.1 Requirements 303-5.1.1 General. The second paragraph shall be deleted and replaced with the following: The thickness of sidewalks, gutters, cross gutters, alley intersections, access ramps and driveway aprons shall be as shown on the City Standard Plans or improvement plans. Areas of Miscellaneous Concrete adjacent to or behind sidewalks and driveways shall be considered as a walk for the purpose of these specifications. No concrete shall be ordered and/or poured until the forms and subgrade have been inspected and approved by the Engineer in the field. All pullboxes, water meter boxes and water valve covers shall be adjusted to proposed finish grade and approved by the Engineer in the field prior to placement of the concrete: i.e., curbs, walks, gutters, etc. 303-5.1.3 Driveway Entrances. Delete the second and third paragraphs. 303-5.4 Joints. 303-5.4.2 Expansion Joints. The third paragraph shall be deleted and replaced with the following: Expansion joint fillers, 6mm (1/4 inch) thick, shall be placed in walk at the EC and BC of all walk returns and around all utility poles, manhole rims, valve canisters, pull boxes, mail box risers, fire hydrants, which may project into concrete along the line of work including any similar objects that may be directed by the Engineer. 6mm (1/4 inch) joints shall be constructed in returns between the walk and the back of curb returns when required by the Engineer. At the EC and BC and around utility poles and similar objects described above, the joint filler -strips shall extend the full depth of the concrete being placed. Joint filler -strips between walk and curb shall be the depth of the walk plus 25mm (1 inch) with the top set flush with the specified grade of the top of curb. 303-5.6 Curing. The first paragraph shall be deleted and replaced with the following: Immediately after finishing operations are completed, Type 2 concrete curing compound conforming to 201-4.1 shall be applied at a rate of one gallon per 150 square feet. ME -16 P221 The following subsection shall be added: 303-9 INTERLOCKING CONCRETE PAVERS 303-9.1 General. Interlocking concrete pavers shall conform to ASTM C 55- 71 and shall be grade N-1. Pavers shall be normal weight classification and shall have a minimum compressive strength of 4,000 psi, and shall be of the size and shape indicated on the plans. The color of the pavers shall be terra cotta or approved alternate. Two samples of each kind and color of paver to be used shall be submitted to the Engineer for approval at least 48 hours prior to placement of pavers. Materials shall be delivered, stored and handled so as to prevent damage by breakage, water or moisture or the inclusion of foreign particles. No materials shall be dumped or stored on the ground. Materials shall be stored on a clean surface or platform as required and shall be protected from deterioration and foreign matter. Pavers shall be clean and free of dust, dirt or other foreign materials before laying. 303-9.2 Placement. Concrete pavers shall be laid in the pattern indicated on the plans. Patterns shall not be mixed. Pavers shall be laid plumb, level and true to line. Corners and angles shall be square unless otherwise indicated on the plans or directed by the Engineer. Pavers shall be laid and worked out to properly coincide and align with adjacent work. No fractional parts of pavers will be permitted in the work where whole pavers can be used. The laying of pavers shall start in one corner. Pavers shall be placed along one side of the working area in the indicated pattern. Paving units shall be placed carefully on the sand bed, tightly together and leveled. Pavers shall be used as a base from which to work to avoid walking in or disturbing the sand bed. Paving unit joints shall be filled by spreading dry, clean, washed plaster sand on top of the pavers and sweeping the plaster sand into the joints. The entire paved area shall be wetted down from a water hose, washing excess sand into the joints. This procedure shall be repeated as necessary to fill the joints flush with the top of the pavers. Immediately after finishing operations are completed, Type 2 concrete curing compound shall be applied at a rate of one gallon per 150 square feet. 303-9.3 Measurement and Payment. Payment for interlocking concrete pavers shall be at the square foot price bid. The price bid shall be considered to include full payment for all materials, labor, equipment and incidentals required to construct the concrete pavers in accordance with the Plans and Specifications. Measurements to determine the pay quantities will be made in horizontal planes. ME -17 P222 SECTION 314 - TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS 314-2 REMOVAL OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS. 314-2.1 General. The following shall be added after the last paragraph: When the removal operation is being performed within 10 feet of a lane occupied by public traffic, the residue, including dust, shall be removed immediately. Such removal shall be by a vacuum attachment operating concurrently with the blast cleaning operation. 314-2.3 Payment. In the first sentence add "or lump sum Bid price" after "...per linear foot". At the end of the second sentence add "or lump sum Bid price". 314-3 REMOVAL OF PAVEMENT MARKERS. 314-3.3 Payment. At the end of the first sentence of the paragraph add "or lump sum Bid price". 314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS. 314-4.1 General. The following paragraphs shall be added at the end of the subsection: Traffic striping and markings shall conform to City Standard Plans, the Caltrans Traffic Manual, the Caltrans Maintenance Manual and City of Rancho Cucamonga stencils, unless otherwise shown on the plan. Unless otherwise shown on the plans, transitional traffic lane striping for detours shall conform to City Standard Plans. No lane shall encroach within five feet (5') of an open excavation or within two feet (2') of a longitudinal curb. 314-4.2 Control of Alignment and Layout. 314-4.2.1 General. The first sentence of the first paragraph shall be deleted and replaced with the following: The Contractor shall furnish the necessary control points for all striping, markings and legends and shall be responsible for the completeness and accuracy thereof to the satisfaction of the Engineer. Add the following after the second paragraph: Spotting shall be completed prior to the removal of any existing stripes. Existing striping and markings shall be removed prior to painting, but in no case shall any section of street be left without striping for more than 24 hours, or over weekends or holidays. 314-4.3 Painted Traffic Striping and Curb and Pavement Markings. ME -18 P223 314-4.3.5 Application. The fifth paragraph shall be deleted and replaced with the following: Traffic stripes, pavement markings and legends on new pavement surfaces shall be applied in two coats, except where otherwise shown on the plans, or in the case of thermoplastic which shall be applied in one application. Glass beads or other approved reflectorizing material shall be applied with both coats of paint. The first coat shall have dried for two weeks before application of the second coat. Delete "except black paint" from the first sentence of the eighth paragraph. Add the following after the eighth paragraph: The completed pavement markings shall have clean and well-defined edges and shall conform to the dimensions shown on the plans, except that minor variations may be accepted by the Engineer. Drips, overspray, improper markings and paint tracked by traffic shall be immediately removed from the pavement surface by blast cleaning or other methods approved by the Engineer. All such removal work shall be at the Contractor's expense. 314-4.3.7 Payment. In the first sentence of the first paragraph add "or lump sum Bid price" after "...per linear foot (meter)". 314-4.4 Thermoplastic Traffic Striping. 314-4.4.6 Payment. In the first sentence of the first paragraph add "or lump sum Bid price" after "...per linear foot (meter)". In the first sentence of the second paragraph add "or lump sum Bid price" after "...per square foot (square meter)". 314-5 PAVEMENT MARKERS. 314-5.7 Payment. In the first sentence of the first paragraph add "or lump sum Bid price" after "...Contract Unit Price". In the first sentence of the second paragraph add "or lump sum Bid price" after "...Contract Unit Price". ME -19 PART 8 LANDSCAPING AND IRRIGATION MATERIALS SECTION 800 MATERIALS 800-1 LANDSCAPE MATERIALS 800-1.1 Topsoil P224 800-1.1.1 General. The following paragraph shall be added following paragraph 1: Top soil material unless otherwise designated shall be class C. 800-1.1.2 Class "A" Topsoil. Paragraph 2 shall be deleted and the following paragraphs inserted in the place thereof: At least 15 days before scheduled use, the proposed source of topsoil must be submitted to the Engineer for approval. The Contractor shall submit a written request for approval which shall be accompanied by a written report of a testing agency registered by the State for agricultural soil evaluation which states that the proposed source complies with these specifications. Class A topsoil shall consist of a natural, fertile, friable, sandy loam soil having the characteristics of representative soils in the vicinity which produce heavy growth of crops, grasses, or other vegetation and shall be obtained from natural well drained area. Before removal of the topsoil, the surface at the source of supply is to be stripped to a depth of two inches in order to remove weed seeds, roots, etc. The source of topsoil shall be free from Bermuda grass, crab grass and all noxious weeds or grasses. The topsoil shall be free from subsoil, refuse, heavy roots, clay lumps, stones larger than one inch in size, noxious weeds, sticks, brush, litter and other deleterious substances. In no case shall there be more than five percent by volume of the following: stones smaller than one inch, course sand, and small clay lumps. It shall not be infested with nematodes or other undesirable insects or plant disease organisms. The soil shall be free from insoluble carbonates and shall have the following analysis, which shall be verified by a soil analysis made by the City. pH - maximum of 7.0; minimum of 6.0 ECo - zero to three maximum (electrical conductivity) ESp - zero to twelve maximum (exchangeable sodium percentage) The soil shall be subject to inspection at the source of supply prior to delivery. 800-1.2 Soil Fertilizing and Conditioning Materials 800-1.2.1 General. The following paragraphs shall be added following paragraph 2: ME -20 P225 Organic Fertilizers and Soil Conditioners shall be comprised of decomposed animal and vegetable matter having been processed and composed to support bacterial culture. A bacterial stimulator shall be included. A guaranteed analysis shall contain 5% Nitrogen, 3% Phosphate, 1% Potash, 50% Humus, 15% Humic Acid. No fertilizer or conditioner etc. shall contain any unprocessed poultry, animal or human waste. 800-1.2.3 Commercial Fertilizer. The following paragraphs shall be added following paragraph 1: Commercial Fertilizers shall be delivered in sacks with the manufacturer's label showing weight and analysis attached to each sack. 800-1.2.4 Organic Soil Amendment. Paragraph 1 shall be deleted and replaced with the following: Organic Soil amendment material shall conform to Type 1 unless otherwise designated. 800-1.2.5 Mulch. Sentence one of paragraph one shall be deleted and replaced with the following: The City will provide 4 -inch minus shredded wood chip mulch through our supplier Burrtec. This is the highest grade of mulch Burrtec produces. The mulch will be provided to the contractor at no cost for use on the project; however, the contractor will need to place the order with Burrtec at least two (2) weeks prior to delivery by e -mailing the City's Project Manager the date of delivery and quantity needed, plus pay for delivery. Questions regarding the scheduling and delivery costs can be directed to Michael Heftman at Burrtec, mobile #471-9173; e-mail mheftman@burrtec.com. The following subsection shall be added: 800-1.2.6 Soil Herbicide. A commercially manufactured non-selective herbicide for total control of vegetation products shall meet all federal and state regulations pertaining to the use of such substances. Application and rate of application shall follow manufacturer's recommendations. Application shall not be made until obtaining written approval from the City. 800-1.4 Plants 800-1.4.1 General. Delete the text of this subsection and replace with the following: A representative number of plants shall be inspected and approved at the nursery by the Engineer prior to shipment to the planting site. Plants shall be inspected for size and condition of root growth, insects, injuries and latent defects. The City reserves the right to reject entire lots of plants represented by defective samples. Plant condition shall be in accordance with the California State Department of Agriculture's regulations for nursery inspections, rules, and grading. All plants shall have a growth habit normal to the species and shall be ME -21 y*z:J sound, healthy, vigorous and free from insect pests, plant diseases, sun scalds, fresh bark abrasions, excessive abrasions, or other objectionable disfigurements. Tree trunks shall be sturdy and well "hardened off". All plants shall have normal well-developed branch systems, and vigorous and fibrous root systems, which are neither root- nor pot-bound and are free of kinked or girdling roots. Other than the normal side pruning during the growth period, no pruning shall be done prior to inspection at the nursery. The size of the plants will correspond with that normally expected for species and variety of commercially available nursery stock, or as specified in the drawings. The minimum acceptable size of all plants, measured before pruning with the branches in normal position, shall conform with the measurements, if any, specified on the drawings in the list of plants to be furnished. Plants larger in size than specified may be used with the approval of the CITY, but the use of larger plants will make no change in contract price. Bare root plantings in publicly maintained areas shall be done only with special approval of CITY. The following subsections shall be added: 800-1.4.7 Quantities and Types. Plant materials shall be furnished in the quantities and/or spacing as shown or noted for each location, and shall be of the species, kinds, sizes, etc., as symbolized, and/or described in the "Plant Legend", as indicated on the drawings. The landscape contractor is to verify all sizes and quantities on plans. Installation and use of substitute items shall not be made until the contractor is in receipt of written approval from the CITY. Substitution Proposals for plant material must be accompanied by substantive written proof of non-availability of material originally specified. 800-1.4.8 Hydroseed Materials. Fiber shall be produced from cellulose such as wood pulp or similar organic materials, and shall be of such character that it will disperse into a uniform slurry when mixed with water. The fiber shall be of such character that, when used in the applied mixture, an absorption of porous mat, but not a membrane, will result on the surface of the ground. Materials which inhibit germination or growth shall not be present in the mixture. Dry powdered muciloid, derived from seed husks shall be used to hold seed in place, promote germination and control erosion, available as Ecology Control M -Binder or equal. Fertilizer shall be pelleted or granular form and shall comply with the chemical analysis specified above. The fertilizer shall be thoroughly mixed and incorporated in the hydro -mulching slurry. 800-1.5 Headers, Stakes and Ties. 800-1.5.3 Tree Stakes. The first paragraph shall be replaced with the following: ME -22 P227 Tree stakes shall be sharpened 2" diameter lodgepole pine, treated in accordance with section 204-2.2. Stake length shall be 10' long (12' long for Eucalyptus trees) and shall be free from splits. The third paragraph shall be replaced with the following: Deadman stake shall be either 2 X 4 inch (50 X 100mm) redwood or 3/4 -inch (19mm) diameter steel pipe 3 feet (lmm) long. Covers for wire shall be 1/2 - inch (13mm) minimum diameter or 1/2 -inch ultra violet P.V.C. tubing. The following paragraph shall be added at the end of the subsection: A minimum of three (3) supporting tree ties or guy anchors shall be used for each tree. 800-2 Irrigation System Materials 800-2.1 Pipe and Fittings 800-2.1.1 General. The following paragraph shall be added at the end of the subsection: The manufacturer's directions and detail drawings shall be followed unless directed by the Engineer or shown differently in the plans and specifications. 800-2.1.3 Plastic Pipe for Use With Solvent Weld Socket or Threaded Fittings. Add the following before the first paragraph: General. Use only new materials of brands and types noted on drawings, specified herein, or approved equals. Paragraph 2 shall be deleted and replaced with the following: P.V.C. Pressure Main Line Pipe and Fittings shall be Class 315 P.V.C. with solvent welded joints for pressure main pipes 2" and larger and P.V.C. schedule 40 with solvent welded joints for pressure main piping of lessor diameter. P.V.C. schedule 40 solvent welded piping shall be used for all non -pressure lateral line piping. The following paragraphs shall be added at the end of the subsection: All P.V.C. pipe must bear the following markings: 1. Manufacturer's name 2. Nominal pipe size 3. Schedule or class 4. Pressure rating in P.S.I. 5. NSF (National Sanitation Foundation) approval 6. Date extrusion 7. U.P.C. shield logo (IAPMO approval) ME -23 P228 All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. schedule and NSF seal of approval. Solvent cement and primer for P.V.C. solvent -weld pipe and fittings shall be of type recommended by the manufacturer, and shall follow installation methods prescribed by the pipe manufacturer. 800-2.2 Valves and Valve Boxes 800-2.2.2 Gate Valves. The text of this subsection shall be deleted and replaced with the following: Valves shall be of the size, type and capacity designated on the plans or in the specifications. 800-2.2.4 Remote Control Valves. Add the following after paragraph number one: Valves shall be of the size, type and capacity designated on the plans or in the specifications. 800-2.2.6 Quick -Coupling Valves and Assemblies. The text of this subsection shall be deleted and replaced with the following paragraph: Valves shall be of the size, type and capacity designated on the plans or in the specifications. 800-2.2.7 Valve Boxes. Delete the first paragraph and replace with the following: Valve boxes and lids shall be of the size and type designated on the plans or in the specifications. Pull boxes shall be stenciled on top with 2" white letters "I.F.S." (Irrigation Field Splices) for recognition. The following subsection shall be added: 800-2.2.8 Master Control Valves. The master control valve manufacturer and size shall be as designated on plans or in the specifications. 800-2.3 Backflow Preventer Assembly Add the following after paragraph number one: Unless otherwise instructed by the City Inspector said backflow assemblies shall consist of a brass reduced pressure/backflow prevention device with "Wye" strainer and 60 mesh screen as designated on the plans or in the specifications. ME -24 I y*4:. 800-2.4 Sprinkler Equipment The text of this subsection shall be deleted and replaced with the following: Irrigation bodies and nozzles shall be as indicated on the plans or in the specifications. Substitutions shall not be allowed unless by written authorization from the City Inspector. Irrigation bodies and nozzles shall feature low head drainage, pressure regulating and pressure compensating features. Unless otherwise approved, all pop -ups and fixed riser assemblies shall consist of plastic and stainless steel materials. Smaller radii turf irrigation equipment shall consist of 6" pop -ups. All smaller radii; shrub and ground cover irrigation equipment shall consist of 12" pop -ups, unless otherwise approved by the City. Smaller radii equipment are those components which irrigate within and under a radius of twenty-two feet. Large radius heads (between 22 feet and 60 feet) shall consist of pop -ups plastic and stainless steel, gear driven rotors with matches precipitation nozzles and adjustable radius patterns. 800-3 ELECTRICAL MATERIALS 800-3.2 Conduit and Conductors 800-3.2.1 Conduit. Replace paragraph 1 with the following: Unless otherwise shown on the plans or in the specifications, conduits shall be schedule 40 P.V.C. pipe in the size called for on the plans or in the specifications. 800-3.2.2 Conductors. Add the following paragraphs at the end of the subsection: The electrical system shall be installed in accordance with the National Electrical Code. Connections between the automatic controllers and the electrical control valves shall be made with direct burial copper wire AWG-U.F. 600 volt. Pilot wires shall be a different color wire for each automatic controller. Common wires shall be white with a different color stripe for each automatic controller. Install in accordance with valve manufacturer's specifications and wire chart. In no case shall wire size be less than #14. Wiring shall occupy the same trench and shall be installed along the same route as pressure supply or lateral lines wherever possible. Install wires inside schedule 40 Conduit anywhere it is not possible to place in pipe trench, or where wires must go under pavement. Conduit size shall be large enough to contain all necessary wires. ME -25 P230 Where more than one (1) wire is placed in a trench, the wiring shall be bundled and taped together at intervals of fifteen (15) feet. An expansion curl should be provided within fifteen (15) feet of each wire connection and at least every fifteen hundred (1500) feet of wire length on runs more than fifteen hundred (1500) feet in length and also at each change of direction. Expansion curls shall be formed by wrapping at least twenty (20) turns of wire around a one -inch diameter pipe, then withdrawing the pipe. All splices shall be made with Snap -rite Waterproof Connector Packs, or approved equal. Field splices between the automatic controller and electrical control valves will not be allowed without prior approval of the City Add the following subsections: 800-3.4 Moisture Sensors Moisture sensors manufacturer size and installation shall be as designated on the plans or in the specifications. 800-3.5 Flow Sensors Flow sensors manufacturer, size and installation shall be as designated on the plans or in the specifications. ME -26 P231 SECTION 801 - INSTALLATION 801-1 GENERAL. The following paragraphs shall be added at the end of the subsection: Inspection will be required for the following parts of the work: a. At completion of incorporation of soil amendments and fine grading. b. Prior to digging plant pits for trees and shrubs. c. During backfilling of plant pits with amended backfill. d. Maintenance period shall not begin until final installation inspection is made and establishment is verified. The Engineer shall approve the commencement date of maintenance prior to the commencement of said maintenance. e. City Council acceptance will be at the end of the maintenance period. 801-2 EARTHWORK AND TOPSOIL PLACEMENT 801-2.1 General. The following shall be added at the end of the subsection: The Contractor shall apply water as necessary to provide ideal moisture content for tilling and for planting as, herein specified. 801-2.2 TOP SOIL PREPARATION AND CONDITIONING. 801-2.2.2 Fertilizing and Conditioning Procedures. The first paragraph of the subsection shall be deleted and replaced with the following: Planting areas shall be brought to finished grade whereupon Fertilizer and Soil Conditioning required by the native soils for the intended landscape planting shall be added based upon the recommendations of the soil analysis tests provided by the City. The type and quantity of commercial fertilizer used shall be amended as necessary based upon the soil analysis test. The following subsection shall be added: 801-2.2.3 Weed Control. Upon the completion of the irrigation system and after all existing weeds and growth have been removed from the planting area, the Contractor shall apply, by spraying, a mixture of Commercial Fertilizer 12-12-12 at a rate of 400 pounds per acre. Thereafter, all areas shall be watered four times daily until weed seeds have germinated, unless otherwise directed by the Engineer. Thereafter, watering shall cease for three days, followed by the spraying of a systemic herbicide containing the active ingredient glyphosate. Spraying shall be at the labeled rate compatible with the eradication rate for the target weed species. After allowing sufficient time for the herbicide to kill all remaining weeds, the areas to be landscaped shall be raked or hoed as directed by the Engineer to remove any remaining weed stubble. 801-2.3 Finish Grading. The following shall be added to the last sentence ME -27 P232 of the second paragraph. ... except where water is designed to flow over the same. The following paragraphs shall be added following paragraph two: Finish grades shall be those indicated on the drawings or as may be controlled by existing installations. Grades not otherwise indicated shall be uniform and straight graded between points where elevations are noted. Minor modeling of the ground surface may be required. Grading shall provide for the natural run-off of water without low spots or pockets. Flow lines shall be set by instrument and shall be at the maximum gradient possible. 801-3 HEADER INSTALLATION The following subsection shall be added: 801-3.1 Concrete Headers. Concrete headers shall be constructed in accordance with the plans and specifications. All concrete work shall conform to the requirements of subsections 201-1 and 301-1. 801-4 PLANTING 801-4.3 Layout and Plant Location. The following paragraph shall be added at the end of the subsection: In the event that a designated plant location is found in conflict with underground utilities or substructures during the planting operation, an alternate location will be selected by the City. The Contractor shall be responsible to notify utility companies for the spotting of underground facilities prior to plant examination and to make precautionary potholes where conflicts would be indicated on the plans or by field notations by utility representatives. The cost for utility notification and potholing shall be included in the other work items and no additional compensation will be allowed therefore. 801-4.5 Tree and Shrub Planting. Paragraphs 4 and 5 shall be deleted and replaced with the following: Planting shall be governed by the following requirements: Use the following backfill mixture: - Type I organic soil amendments, 25% - Native Soil, 75% - Commercial fertilizer and agricultural gypsum shall be added in accordance with the recommendations of the soils report. 1. Place plants near respective pits. Set the tablets to be used with each plant on the top of the root ball while the plants are still in their containers so the required number of tablets to be used in each hole can be easily verified. 2. Remove all plants from their containers and set in plant pits. ME -28 P233 3. Fill pits to proper height with amended backfill to receive the plant and thoroughly tamp the mixture before setting the plant. 4. Set plant in upright position in the center of the hole and compact the backfill mixture around the ball or roots. 5. Thoroughly water each plant when the hole is half filled. The remainder of the hole shall then be backfilled. Set the tablets to be used with each plant on the top of the root ball while the plants are still in their containers so the required number of tablets to be used in each hole can be easily verified. 6. After watering, tamp the soil in place until the surface of the backfill is level with the surrounding area and the crown of the plant is at the finished grade of the surrounding area. Do not backfill around trunks or stems. 7. After backfilling, an earthen basin shall be constructed around each plant. Each basin shall be of a depth sufficient to hold at least six inches of water. Basins shall be the same size as the container size of each individual plant. The basins shall be constructed of amended backfill material. 8. Immediately after planting, apply water to each tree and shrub by means of a hose. Apply water in a moderate stream in the planting hole until the material about the roots is completely saturated from the bottom of the hole to the top of the ground. 9. Apply water in sufficient quantities and as often as seasonal conditions require to keep the planted areas moist at all times, well below the root system of grass and plants. Generally, water once each day for 7 days in cool seasons and for 14 days in hot weather. Berms around shrubs and trees in slopes shall be permanently maintained. In turf areas, berms shall be maintained for 30 days following tree planting. 10. Pruning shall be limited to the minimum necessary to remove injured twigs and branches and to compensate for loss of roots during transplanting, but never to exceed one-third of the branching structure. Upon approval of the Engineer, pruning may be done before delivery of plants but not before plants have been inspected and approved. 801-4.6 Plant Staking and Guying. The entire subsection shall be deleted and replaced with the following paragraph: All staking and guying shall be in accordance with the City Standard Plans. 801-4.7 Ground Cover and Vine Planting. The second paragraph shall be deleted and replaced with the following: Ground cover shall be planted in moist soil and spaced as indicated on the plans. Vines shall be planted in accordance with subsection 308-4.5 and City Standard Plans and spaced as indicated on the plans. 801-4.8 Lawn Planting 801-4.8.2 Seed. The following paragraph shall preface the subsection: ME -29 P234 The Contractor shall provide a written seed mixture statement for Method A or a written slurry mixture statement for Method B for approval of the Engineer prior to planting. (a) Method A. The following sentence shall be added at the end of the fourth paragraph: Swales shall be planted or lined with sod of equal seed mix to minimize soil and seed erosion. (b) Method B. The following sentence shall be added at the end of the subsection: Swales shall be planted or lined with sod of equal seed mix to minimize soil and seed erosion. 801-4.8.3 Sod. The following sentence shall be added after the second sentence in the third paragraph: Sod shall be laid with longer seams perpendicular to the slope, and in a staggered pattern to minimize erosion. 801-4.9 Erosion Control Planting The following subsection shall be added: 801-4.9.6 Hydroseeding. Equipment must have minimum capacity of 1,500 gallons, and a positive displacement pump with the ability to agitate and properly mix the above materials. Pump must be capable of creating 100 psi pressure with sufficient volume to distribute above slurry evenly over 12,000 square feet within a 15 minute period. The Vendor shall furnish at least 2 employees during all hydromulching applications. The materials for stolonized areas shall be machine mixed before application. The mixture of stolons and additives shall be applied by a hydromulching machine. The nozzle height shall be between 6 feet and 10 feet above the ground level. Discharged pressure at the nozzle shall be 100 psi. Spraying shall be done in a sweeping motion allowing the slurry to fall evenly and eventually building up a fairly consistent matting. Area to be planted shall be irrigated to obtain 12 inches of penetration. This shall be done 4 to 7 days prior to planting. All slurry mixture which has not been applied to the designated area within four hours after mixing shall be rejected and removed from the project at the Contractor's expense. Hydroseed area on plan shall be hydroseeded with the following: 2000 lbs/acre Weed Cellulose Fiber 100 lbs/acre Ecology Control M -Binder 66.5 lbs/acre Seed Mix (see plans for mix) 600 lbs/acre Gro -Power Plus Fertilizer or approved equal. ME -30 P235 Any slurry spilled into restricted areas, such as reservoir basins or drainage ditches, shall be cleaned up at the Contractor's expense to the satisfaction of the Engineer. It shall be the responsibility of the applicator to assure that the site is properly prepared and that the irrigation system is operating and programmed properly. The applicator shall notify the Contractor and the Engineer if the site is not properly prepared. The hydroseed applicator shall take responsibility for repairing tire ruts created by his equipment, unless he has notified the Contractor of the poor soil conditions, being too wet, or of insufficient compaction, and is requested by the Contractor to continue. Areas for repair shall be blended and floated to match surrounding areas and reseeded. All bare spots shall be re-hydroseeded by the Contractor within 10 days. The Contractor shall be responsible for all reseeded areas for as long after seeding as necessary until an acceptable stand of hydroseeded material is realized and approved by the Engineer. Water as necessary to insure constantly moist soil until germinated (approximately 14-21 days). Water every day once per day for two weeks thereafter and then gradually reduce frequency of watering to twice per week. The Contractor shall continue to maintain the lawn until final acceptance by the City. Wood chipper mulch installation shall consist of placing 4" thick material equal to or supplied by Earthworks of Norco, California (909) 538-3321 over designated planter areas. See plans for areas of installation. Submit sample prior to purchase and/or placement for approval. Certification of weights and analysis shall be required by City for all of the following materials used: a. Soil conditioners b. Fertilizers c. Seed 801-5 IRRIGATION SYSTEM INSTALLATION 801-5.1 General. The following paragraphs shall be added after paragraph 1: Due to the scale of drawings, it is not possible to indicate all offsets, fittings, sleeves, etc., which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc., as may be required to meet such conditions. The work shall be installed in such a manner as to avoid conflicts between planting, and architectural features, etc. All work called for in the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that unknown obstructions, grade differences, or discrepancies in area dimensions exist that might not have been ME -31 P236 considered in engineering. Such obstructions or differences shall be brought to the attention of the Engineer. In the event this notification is not performed, the Contractor shall assume full responsibility for any revisions necessary and shall perform such at his own expense. The second paragraph shall be deleted and replaced with the following paragraphs: The location of connection points shown are approximate. The Contractor shall contact the utility company and coordinate the installation of the required electrical and water services. Following coordination with the utility companies, the Contractor shall make all necessary provisions to make the service connections called for on the plans at the places indicated or to the nearest acceptable point thereto as approved by the utility company and the Engineer. Verification of the point of connection with the utility company and the Engineer shall be obtained by the Contractor prior to the start of work. All costs for making service connections shall be paid for by the Contractor, with the exception of any utility company fees and permit fees which are reimbursable by the City, as per Section 7-5 "Permits" of these Special Provisions. The following paragraph shall be added at the end of the subsection: The City reserves the right to make temporary repairs as necessary to keep the irrigation system in operating condition. The exercise of this right by the City shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified. 801-5.2 Trench Excavation and Backfill. The fourth paragraph shall be deleted and replaced with the following: The trenches shall not be backfilled until all required tests are performed. A fine granular material used for bedding and backfill will be placed on all lines. Trenches shall be carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, sand, or other approved materials, free from large clods of earth or stones. The finished surface shall be restored to the grade established prior to excavation. All mounding and divots shall be graded smooth to the satisfaction of the Engineer. If settlement occurs, and subsequent adjustments in pipe, valves, sprinkler heads, lawn or planting, or other construction are necessary, the Contractor shall make all required adjustments. The following subsections shall be added: 801-5.2.1 Trenching and Backfilling Under Paving. Where irrigation lines are called to be placed within a sleeve, the P.V.C. sleeve to be provided for such work shall be Schedule 40 P.V.C. or Class 315 for sleeves 2" and larger. 308-5.2.2 Trenching Adjacent to Existing Trees. Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible care ME -32 P237 to avoid injury to trees and tree roots. Excavation in areas where two inch and larger roots occur, shall be done by hand. All roots two inches and larger in diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller than two inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Trenches adjacent to trees should be closed within twenty-four hours. Where not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. 801-5.3 Irrigation Pipeline Installation. 801-5.3.1 General. The following sentence shall be added to the end of paragraph three: A minimum of twelve inches clearance shall be maintained between irrigation pipelines and non -irrigation pipelines or conduits. The following paragraphs shall be added at the end of the subsection: P.V.C. sleeves shall be required under areas where hardscape materials shall be installed. Before starting work on the irrigation system, the Contractor shall verify utility service connection and meter locations with the utility companies. 801-5.3.3 Plastic Pipeline. The following shall be added to the end of paragraph one: PVC to metal connections shall only be accomplished by PVC male adapters screwed into metal fittings. Teflon tape shall be used on all threaded PVC to PVC joints and on all threaded PVC to metal joints. Light wrench pressure is all that is required. The following shall be added after paragraph five: The Contractor is cautioned to exercise care in handling, loading, unloading and storing of PVC pipe and fittings. All PVC pipe shall be laid flat and not subjected to undue bending or concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded and, if installed, shall be replaced with new piping. P.V.C. pipe and fittings shall not be stored in direct sunlight. The following subsection shall be added. 801-5.3.5 Conduit for Irrigation Pipe in Streets. If delay to any vehicle will not exceed 5 minutes, conduit may be installed by the following trenching method: Conduit shall be placed under existing pavement in a trench approximately 2 inches wider than the outside diameter of the conduit to be installed. Trenches shall not exceed 6 inches in width. Conduit depth shall not exceed 12 inches or conduit trade diameter plus 10 inches, whichever is greater, except at pull boxes where the trench may be hand dug to the required depth. The top of the installed ME -33 P238 conduit shall be a minimum of 9 inches below finish grade. The outside of all areas of pavement to be removed shall be cut to a minimum depth of 3 inches with an abrasive type saw or with a rock cutting excavator specifically designed for this purpose. Cuts shall be neat and true with no shatter outside the removal area. The conduit shall be placed in the bottom of the trench and the trench backfilled with commercial quality concrete, containing not less than 564 pounds of cement per cubic yard, to not less than 0.10 foot from the pavement surface. The remaining area shall be tack coated and backfilled with asphalt concrete per City Standard Plans. 801-5.4 Installation of Valves, Valve Boxes, and Special Equipment. Paragraphs three, four and five shall be deleted and replaced with the following: Quick -coupler valves shall be set in valve boxes one foot from curbs, pavement or walks. Quick -coupler valves shall be installed per City Standard Plans. 801-5.5 Sprinkler Head Installation and Adjustment. 801-5.5.2 Location, Elevation and Spacing. The last sentence of the second paragraph shall be amended to read as follows: Lawn sprinklers shall be installed 6 inches (150 mm) clear of adjacent walks, curbs, paving, headers and similar improvements. The third paragraph shall be amended to read: Sprinkler heads shall be installed 6 inches (150 mm) from adjacent vertical elements projecting above grade such as walls, planter boxes, curbs and fences. Paragraph 4 shall be deleted and replaced with the following: Shrub heads and bubbler heads shall be installed so as to operate 12 inches (300 mm) above finished grade, unless otherwise detailed on the plans. 801-5.7 Flushing and Testing 801-5.7.1 General. The following paragraph shall preface the subsection: Flushing of the lines (main line) shall be done before quick coupling valves and remote control valves are in place. All open ends shall be temporarily piped to flush water up and out of the trenches. No water will be permitted to fall into the trench. Flushing procedure will be to first open the ports nearest the source, then recap, and move progressively towards the end of the line, with only one open port flushing at any one time. 801-5.7.2 Pipeline Pressure Test. 801-5.7.2.2 Method A. The following shall be added to the end of the second ME -34 P239 paragraph: Pressure tests shall be performed such that the test periods are within the working hours specified in the Special Provisions. 801-6 MAINTENANCE AND PLANT ESTABLISHMENT. The following paragraphs shall be added at the end of the subsection: The Contractor shall be responsible for detecting diseases and pests (including rodents) as soon as they are present and shall take immediate action to identify and control the disease or pest. Plants shall be maintained in a disease and pest free condition. A licensed pest control operator shall be maintained to recommend and apply pesticides, herbicides and fungicides. Exterminate gophers and moles and repair damage. Maintain all planting, starting with the planting operations and continuing for 60 calendar days, after all planting is complete and approved by the City in writing. The maintenance period will not commence until all planting has been approved in writing by the City. Maintenance shall include all watering, weeding, mowing, edging, cultivating, spraying and pruning necessary to keep the plant materials in a healthy growing condition and to keep the planted areas neat and attractive throughout the maintenance period. Provide all equipment and means for proper application of water to those planted areas not equipped with an irrigation system. Protect all planted areas against damage, including erosion and trespassing, by providing and maintaining proper safeguards. During the maintenance period, all plants and planted areas shall be kept well watered and weed free at all times. In order to expedite the plant establishment work, the Contractor shall maintain a sufficient number of workers and adequate equipment to perform the work herein specified from the time any planting is done until the end of the final maintenance period. The Contractor will be relieved from maintenance work when the plant establishment and maintenance work has been completed to the satisfaction of the City. Damage to planting areas shall be replaced immediately. Depressions caused by vehicles, bicycles, or foot traffic, shall be filled and leveled. Replant damaged areas. Apply a pelletized fertilizer blend of 15-15-15 at the beginning and at a 30 -day maintenance interval at the rate 350 lbs. per acre until the designated end of the maintenance period. A 60 -day maintenance program shall consist of three fertilizer periods. ME -35 P240 Apply 25 pounds of Gro -Power Plus per 1,000 square feet at the 25th and 55th day of the 60 -day maintenance period. Exterminate rodents, slugs, snails and cutworms as required and repair damage as above. All paved areas shall be broom cleaned and/or washed and maintained in a neat and clean condition at all times, as directed by the City. At the end of the maintenance period, all plant material shall be in a healthy growing condition. During the maintenance period, should the appearance of any plant indicate weakness and probability of dying, that plant shall be immediately replaced with a new and healthy plant of the same type and size without additional cost to the City. All trees shall be guaranteed by the Contractor to live and grow in an acceptable upright position for a period of one year after completion and final acceptance by the City. The Contractor, within 15 days of notification by the City, shall remove and replace all guaranteed plant materials which for any reason fail to meet the requirements of the guarantee. Replacement shall be made with plant materials as indicated or specified for the original planting, and all such replacement materials shall be guaranteed as specified for the original guaranteed materials. Upon completion of the work in this section, the Contractor shall clean up and remove from the area all unused materials and debris resulting from the performance of the work as directed by the City. The following subsections shall be added: 801-9 GUARANTEE The guarantee period shall begin at the date of final acceptance by the Board. Upon acceptance, all planting, irrigation, earthwork and trenches shall be guaranteed by the Contractor for a period of one year against defects in materials and workmanship. Any settling of backfill trenches which may occur during the one year guarantee period shall be repaired to the City's satisfaction by the Contractor without expense to the City, including the complete restoration of damaged planting, paving, or other improvements of any kind. The Contractor, within fifteen days of notification by the Engineer, shall remove and replace all guaranteed plant materials which, for any reason, fail to meet the requirements of the guarantee. Replacement shall be made with plant materials as indicated or specified for the original planting and all such replacement materials shall be guaranteed as specified for the original guaranteed materials. ME -36 P241 Part 9 Section 900 - SPECIAL PROVISIONS for CITYWIDE CONCRETE REPAIR 901. SCOPE OF WORK The project consists of, but is not limited to, the removal of existing deteriorated or raised portions of sidewalks, curb and gutter, drive approach, cross gutter, spandrel, ADA ramps or other concrete and masonry work, removal of tree roots, repair of irrigation systems, construction of new concrete and masonry work, replacement of asphalt concrete, providing traffic control, and clean-up of construction debris. Project sites may be in the public right of way; City maintained landscapes including parkways, medians and greenbelts; City parks and other City facilities. The intent of these specifications is to provide for a complete and finished project in accordance with the provisions herein including all necessary labor, equipment, and materials. Whenever the terms "Standard Specifications" is used, it shall mean the Standard Specifications for Public Works Construction 2015 edition written and promulgated by the Southern California Chapter of the American Public Works Association and the Southern District Associated General Contractors of California Joint Cooperative Committee. Subsequent amendments, supplements and/or additions shall also be considered, included herein. Copies are available from the publisher, Building News, Incorporated, 1612 So. Clementine Street, Anaheim, California, 92802, telephone (714) 517-0970. In case of conflict between these specifications and Standard Specifications, these specifications shall take precedence over and be used in lieu of the Standard Specifications. 902. SUPERVISION The Contractor shall assign a supervisor to be on site each working day, working regular working hours, for the duration of this contract. The supervisor shall have the expertise in the removal and replacement of; concrete sidewalk, curb, gutter and asphalt paving operations, through completion. The supervisors shall be shall be fluent in the English language and possess adequate English language skills to communicate with City staff both verbally and in writing. The on-site supervisor shall carry a cell phone provided by the Contractor and be on-call 24 hours per day. 903. RESPONSE OF CONTRACTOR Failure of the Contractor or its supervisor to immediately respond to the Public Works Services Director and/or his designee's telephone notification of an emergency condition will be cause for contractor to be responsible for all expenses incurred by the City or its Contractors for repairs or responses to an emergency within work site. Failure of the Contractor to respond within two (2) days of written notifications by the Public Works Services Director and/or his designee for deficient work or failures within the work area shall be cause for contractor to SP -1 P242 be responsible for any expenses incurred by City for up to one year. 904. NOTIFICATION OF BUSINESSES AND RESIDENCES All places of business and residences along the streets that are within the limits of work, along the streets providing vehicle or pedestrian access to parks or paseos within the limits of work, and on parcels immediately adjacent to parks or paseos within the limits of work shall be notified in writing at least seven (7) days prior to commencement of work. This notification shall explain the sequence of work and indicate any restrictions of access. In addition, said notices shall also be posted at park entrances and restroom buildings at least seven (7) days prior to the commencement of work within the park. 905. DIGITAL PICTURES The Contractor shall take a minimum of four (4) digital pictures per location before work begins. Two pictures shall be taken from opposite directions parallel to the direction of travel and two pictures shall be taken from opposite directions perpendicular to the direction of travel. Four (4) additional pictures per location shall be taken from the same angle following completion of work. The contents of individual photos shall identified in the filename by address and/or location and said photos shall be submitted to the City with each progress billing on an SD card or other approved medium. 906. SAFETY MEASURES Contractor shall follow all Cal -OSHA and American National Standard Institute requirements for worker safety. 907. PORTLAND CEMENT CONCRETE All items shall conform to Section 201-1, "Portland Cement Concrete", and to Section 303-5, "Concrete curb, Walk, Gutters, Driveways, and Alley Intersections", of the Standard Specifications, to City Standard Drawings, and to these Special Provisions. Class 520-C-2500 concrete shall be used for all such work unless otherwise specified on the Plans and Special Provisions, or by the Public Works Services Director and/or his designee. Mix Design: The Contractor shall furnish the Public Works Services Director or his designee with a copy of the mix design to be used and with a legible certified weigh master's certificate for each load of Portland Concrete Cement delivered to the project. Portland Cement Concrete delivered to the project site having a water content and/or slump greater than that specified in the mix design shall be rejected and removed from the project site. Concrete Pavement: Concrete shall be saw cut at a minimum depth of 1- 1/2 inches. Concrete sidewalks, curb and gutters or driveways to be removed shall be cut at right angles at no time will parallel cuts on curb and gutters be allowed. No section of curb and gutter to be replaced shall be less than 144 inches. If construction joints, score lines or SP -2 P243 fractures are present within 144 inches of the proposed removal area, removals shall be extended to the nearest score line or joint, or the nearest score line or joint beyond the fractured area or as approved by the Public Works Services Director and/or his designee. Clearing, grubbing, removals, relocations, and site maintenance: The work covered by this section shall include removal and disposal of concrete or asphalt removed, vegetation, tree roots, trash, and other objectionable material from the project; sawcutting; demolition, and other such items as may be called for on the plans; protection and maintenance of existing improvements, including utilities, within the project area which are to remain in place; and maintenance of the site in a neat and orderly condition throughout the construction period. Removal of Existing Improvements: Existing surface improvements shall be removed within the limits indicated on the plans, or as listed on the project order list and as marked in the field. The limits of removal shall be saw cut and the remaining edges of existing improvements shall be neat and sound to the satisfaction of the Public Works Services Director and/or his designee. If the edge of any existing improvement to be joined with new work includes a temporary asphalt ramp, the ramp and any underlying surface stains are to be removed from the existing improvement. If the edge of any existing improvement to be joined with new work is damaged by the contractor's operations, the existing shall be again saw cut parallel to the original cut and such additional portion removed and replaced at the contractor's expense. Existing asphalt concrete, concrete sidewalk, driveway approaches, curb and gutter or other improvements shall be completely removed. All material removed shall become the property of the contractor and shall be disposed at a permitted recycling site. Debris Removal Clean up: Construction debris shall be placed directly into a truck or roll -off container. Stockpiling of materials on concrete, asphalt or other surfaces is strictly prohibited. Clean-up will be continuous, at no time will debris be left overnight upon private or public right-of-ways. Compaction of Subgrade: Subgrade shall be scarified, watered and compacted as necessary to obtain 90% relative compaction. If base is required, crushed aggregate base shall be used. Forms: No concrete shall be ordered and/or poured until the forms and subgrade have been inspected and approved by the Public Works Services Director and/or his designee. Joints: Transverse expansion joints in curb, gutters, driveway approaches, and sidewalks shall be installed at all returns per Section 303-5.4 of the Standard Specifications. An effort shall be made to space and place all joints in such a manner as to create an appearance of uniformity. Weakened plane joints: Shall be installed at ten -foot (10') intervals for sidewalks and twenty -foot (20') intervals for curb and gutters. Weakened plane joints shall be constructed to minimum depth of one inch SP -3 (1") and a maximum depth of two inches (2"). The joints shall be formed by means of special scoring tools or by cut plates conforming to the shape of the curb section. Concrete Curing Compound: Shall conform to Section 303-5.6 Type II curing compound, applied at a rate of one (1) gallon per 150 square feet, shall consist of a white pigmented liquid which, when applied to fresh concrete by means of a spray gun, will form an impervious membrane over the exposed surfaces of the concrete. 908. BITUMINOUS PAVEMENT Bituminous pavement shall be saw cut within one (1") of pavement thickness, and removed at a minimum of twelve (12) inches in width from face of gutter. Placement of bituminous pavement adjacent to concrete curb, gutter, will not be permitted until the 7th day following the placement of concrete, or as approved _by the Public Works Services Director or his designee. However, at the discretion of the jobsite foreman additional pavement may be removed at the approval of the Public Works Services Director and/or his designee, as to maintain a two (2) percent grade of fall from centerline of street to curb face. 909. REMOVAL OF DEFECTIVE OR UNAUTHORIZED WORK All work that has been rejected shall be removed and replaced in an acceptable manner at the cost of Contractor. Any extra work done without authority by Public Works Services Director and/or his designee will be unauthorized and removed at the expense of the Contractor. 910. PARKS, LANDSCAPES AND COMMUNITY TRAILS 910.1. Walks and Other Flatwork Concrete walks and other flatwork located in City maintained landscapes including parkways, medians, and greenbelts; community trails; City parks; and other City facilities will be paid at the rates proposed for "Construct New 4" Sidewalk" on the proposal sheets. Payment shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in removal or construction of concrete walks and other flatwork. 910.2. River Washed Granite Cobblestones River Washed Granite Cobblestones shall be installed per City Standard Drawing 542 and as directed by the Public Works Services Director or designee. Jobsites will be located in City maintained landscapes including parkways, medians and greenbelts; community trails; City parks; and other City facilities. Payment for River Washed Granite Cobblestones shall be at the square foot price bid. Payment shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in removal or construction of River Washed Granite Cobblestones. 910.3. P.C.C. Mow Curbs SP -4 P244 P245 P.C.C. Mow Curbs shall be installed per City Standard Drawing 534 and as directed by the Public Works Services Director or designee. Jobsites will be located in City maintained landscapes including parkways, medians and greenbelts; community trails; City parks; and other City facilities. Payment for P.C.C. Mow Curbs shall be at the linear foot price bid. Payment shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in removal or construction of concrete headers. 910.4. Ball Field Curbs Ball Field Curbs shall be installed per City Standard Drawings and as directed by the Public Works Services Director or designee. Jobsites will be located in City parks. Payment for Ball Field Curbs shall be at the linear foot price bid. Payment shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in constructing Ball Field Curbs. 910.5. Concrete Water Bars Concrete Water Bars shall be installed per City Standard Drawing 1012 and as directed by the Public Works Services Director or designee. Jobsites will be located on City maintained community trails. Payment for Concrete Water Bars shall be at the linear foot price bid. Payment shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in removal or construction of Concrete Water Bars. 910.6. Three Course Seat Walls Three Course Seat Walls shall be constructed per City Standard Drawing and as directed by the Public Works Services Director or designee. Jobsites will be located in City parks. Payment for Three Course Seat Walls shall be at the linear foot price bid. Payment shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in constructing Three Course Seat Walls. 911. EQUIPMENT The Contractor shall maintain his/her equipment in a safe and efficient operating condition. The Public Works Services Director and/or his designee shall have the right, but not duty, to inspect and reject any equipment that is substandard or operated in such a fashion to pose a safety hazard or prevent quality workmanship. 912. TRAFFIC CONTROL Attention is directed to Section 7-10, "Public Convenience and Safety, of the Standard Specifications for Public Works Constructions, latest edition and these special provisions. Warning signs, lights, and devices for use in performance of work on SP -5 J+z I:1 Highways shall conform to the "Manual of Uniform Traffic Controls Devices" latest edition and the "Work Area Traffic Control Handbook", latest edition. The Contractor shall conduct his operations as to offer the least possible obstruction and inconvenience to the public. Convenient access to abutting properties shall be maintained whenever possible. Contractor shall maintain a minimum of one traffic lane in each direction at all times. All excavations opened during any day shall have be left in a safe condition by the end of the same day. 913. SITE MAINTENANCE Throughout the period of construction, the contractor shall maintain the site of the work in a safe, neat, and orderly condition free of any hazardous conditions, trash, debris, surplus materials, and objectionable matter of any kind, all to the satisfaction of the Public Works Services Director or his designee. Throughout the period of construction, the Contractor shall control; dust in accordance with the requirements of the City of Rancho Cucamonga, and as specified in the Standard Specifications. Dust shall be controlled continually during construction operations by watering and by such other means, and at such time as may be required by the City. During the course of construction, the Contractor shall protect all existing improvements, including underground utilities, which are to remain in place within and adjacent to the right-of-way from damage resulting from his operation. 914. PRESERVATION OF PROPERTY (a) The Contractor shall carefully protect from damage all trees, shrubs, ground covers, turf, irrigation, water service, fences, sidewalk, buildings, automobiles, street lights, street signs, or any other facilities located on or adjacent to the job site. (b) Root Pruning: The Contractor shall not cut main lateral roots; only smaller roots less than two (2) inches in diameter that interfere with installation of utilities or construction may be cut. Do not use the backhoe bucket, front loading bucket or rear scraper from any type of construction equipment to remove roots, until the roots have been cleanly cut perpendicularly and separated using a sharp pruning instrument or approved root pruning equipment; do not break, chop or tear roots. Do not remove or cut any roots over two (2) inches in diameter without an inspection and approval by the City Arborist. (c) Contractor shall remove decorative brickwork, rock treatment, special shrubbery, or other custom improvements if improvements impede area of repair, however contractor is not responsible for the integrity of such improvements or the replacement of such improvements. Contractor, at the request of property owner, shall salvage brick, rock, shrubbery, and stow such items upon property within twenty (20) feet of area in repair. The Contractor shall give reasonable notice to occupants or owners of adjacent property to SP -6 permit them to salvage, or relocate any improvements within the right- of-way designated for removal and or would be destroyed because of the work. (d) When existing lawns, landscaping or parkway turf remains above grade of the new sidewalk or curb and gutter by one (1) inch or more, contractor shall grade area adjacent to repair, to make a reasonable and safe transition, in most cases six (6) to twelve (12) inches wide. When the parkway turf is greater than one (1) inch above new grade of sidewalk or curb and gutter due to root flare or a buildup of turf, contractor shall grade parkway to make a reasonable transition, generally six (6) to ten (10) feet horizontally along parkway. (e) Irrigation: All irrigation systems will be checked prior to excavation to assure system is 1000 operational. All irrigation repairs shall be completed on the first working day following completion of the concrete work immediately adjacent to the repair. Failure to complete irrigation repairs within the aforementioned timeframe may result in the issuance of a stop work order until all irrigation repairs are completed and tested. Any repairs will be pre- tested. All replacement materials and equipment shall be the same or an equivalent approved by the Public Works Services Director and/or his designee. (f) Should any direct or indirect damage or injury result to any public or private property due to any act, omission, neglect or misconduct in the execution of work, on the part of the Contractor or the Contractor's employees, such property shall be restored by the Contractor, to a condition equivalent to that existing before damage occurred. (g) The Contractor shall be responsible for the complete removal and replacement of trees lost due to the Contractor's faulty maintenance or negligence, as determined by the Public Works Services Director. Replacement shall be made by the Contractor in the kind and size of trees as determined by the Public Works Services Director. Where there is a difference in value between the trees lost and the replacement of trees, this difference will be deducted from the contract payment. In all cases, the value of the trees lost will be determined by the Public Works Services Director, using the latest Council of Tree and Landscape Appraisers - Guide for Plant Appraisal. 915. CONTRACT PROPOSAL All work completed under necessary labor, equipment per unit cost. the bid schedule form shall include all and material to complete the specified item SP -7 P247 P248 APPENDIX I Permits i yz Vol MINOR IMPROVEMENT(S) CONSTRUCTION PERMIT APPLICATION CITY OF RANCHO CUCAMONGA, ENGINEERING DIVISION Phone (909) 477-2740 • Fax (909) 477-2741 LOCATION I ADDRESS: MAJOR CROSS STREETS (2) N/O: S/O: E/O: W/O: ESTIMATED DATES: If address is same as owners check this box ❑ START: FINISH: CONTRACTOR CONTRACTOR CITY LICENSE #: LICENSE# : EXPIRES: EXPIRES: ADDRESS (Contractor's) TELEPHONE: CONTACT PERSON: FAX NO: Phone No: CONTRACTOR CONTRACTOR CITY LICENSE #: LICENSE# : EXPIRES: EXPIRES: ADDRESS (Contractor's) TELEPHONE: CONTACT PERSON: FAX NO: Phone No: PROPERTY OWNER OR DEVELOPER NAME TELEPHONE CELL HOME/WORK ADDRESS (owner's/ Developer's) E-MAIL: Drive Approach **2"d Drive Approach Applications Require Engineering and Planning Department Approval Dumpster / Roll Off Utility Trench If trenching, how many linear feet? Curb Core Other Insurance Requirements on the Back Instructions: Provide (2) Sets of Plans / Drawings with application (please make note of existing / proposing improvements and label which direction North is) can be hand drawn on 8 x 10 paper Allow a Minimum of (2) Two Full Working Days for Processing i Contractor(s) Must Provide Liability Insurance Certificate Naming the City as Additional Insured (City of Rancho Cucamonga, Attn: Engineering Dept., 10500 Civic Center Dr., Rancho Cucamonga, Ca 91730) with an Additional Insured Endorsement and Workman's Compensation Print Owner / Developer Rep's Name Print Contractors Rep's Name / Company Owner's SIGNATURE DATE Contractor's SIGNATURE DATE Print Contractors Rep's Name / Company Contractor's SIGNATURE DATE P250 PERMIT APPLICATION 3. im FOR TEMPORARY STREET AND LANE CLOSURES RANCHO `IFOR\1`'� Engineering Division Phone: (909) 477-2740 FAX: (909) 477-2741 NOTE: ALLOW 24 HOURS MINIMUM FOR PROCESSING MINOR CLOSURES (LASTING 1 OR 2 DAYS ALLOW 7 TO 10 DAYS FOR PROCESSING MAJOR CLOSURES (LASTING 3 DA YS OR MORE) Engineering Construction ROW Permit No. (Required): Location: Proposed Start Date: Completion Date: Proposed Working Hours: Work Duration: Description of Work: Company: Address 1: Address 2: Contact: CHECK ALL THAT APPLY: Phone: Emergency Phone: City: State Contact Phone: Fax: 0 Street Type: 2 -Lane Street Multi Lane Raised Median Island Closure Requested: Partial Street Closure Full Closure Intersection Left Turn Lane _ Right Turn Lane _ Shoulder Adjacent Daytime Lane Closure Only _ Overnight Lane Closure Direction: North South East Daily Working Hours Requested: Start Time Is this an emergency repair project? Is this a "City" funded Capital Improvement project? FOR OFFICIAL USE ONLY: West End Time Yes _ No _ Yes No Construction Area Traffic Control Plan Required? Yes No _ Advance Notification Signs Required? Yes No Comments/Conditions: Received by: Date: Approved by Inspector: Date: Advance Notification Signs Approved: Date: Approved by Traffic: Date: Rev. 4/08 Lane Closure Permit App.doc P251 APPENDIX 2 City Standard Drawings I 1/2 R /W - 1 / 2 W '� P -- •—A--►!---A 2, S/W LEVEL _ —_LINE _ _ SLOPE=1/4"PER FOO o SEE STD. No. '104 b RADE FOR SECONDARY & LARGER STREETS AGG. BASE A.C. PVMT. SEE NOTES SEE NOTES TYPICAL HALF ROADWAY SECTION DESIGNATION R/W W P A o b I c IAC"/BASE" T. I. INDUSTRIAL 66' 44' 11' 2@10' .13 .30 OR SLAG AGGREGATES. 4"/4" 7 LOCAL 60' 36' 12' 2@8' .20 .34 3"/4." 5 COLLECTOR 66' 44' 11' 2@10' .13 .30 AT PROPERTY LINE, STANDARD; 5' ADJACENT 4"/4" 6 SECONDARY 88' 164' 12' 3@10' .04 .13 .30 5'/6" i 8 MAJOR 100' 72' 14' @11.33 ;.11 .08 .28 SPECIAL DESIGN 9 DIVIDED MAJOR 120' 94' I 13' 3@10 & 1 @8' 9 'x AbUVL L tVtL LINt NOTES: i. THE LEVEL LINE OFFSETS ARE BASED UPON A STRAIGHT GRADE CROSSFALL OF 1.70%. EXCEPT DIVIDED MAJOR WHICH TAKES SPECIAL DESIGN. 2. THICKNESS OF STRUCTURAL SECTION SHALL BE AS DETERMINED BY SOILS REPORT, TRAFFIC INDEX AND STREET DESIGNATION, PREPARED BY SOILS ENGINEER PRIOR TO FINAL APPROVAL OF IMPROVEMENT PLANS. MINIMUM THICKNESS, PER TABLE, PREVAIL. N CITY OF RANCHO CUCAMONGA, CALIFORNIA r.IAPPROVED BY: w CITYGINEER a:R.C.E. 24953 ROADWAY SECTIONS USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 100-A SHEET 1 OF 1 3. A.C. OVERLAYS & FINISH COURSES, WIN. 0.1', C2—AR-4000. BASE COURSES MIN. 0.15- E3—AR-4000. SINGLE LIFTS SHALL BE C2—AR-4000. FINISH & MULTI—LIFTS SHALL BE 1/3 SECTION THICKNESS, MINIMUM. 4. CRUSHED BASE SHALL BE AGGREGATE OR SLAG AGGREGATES. 5. A.C. MAY BE SUBSTITUTED FOR BASE AS DETERMINED BY SOILS ENGINEER, AT NO TIME CAN BASE BE LESS THAN 4". 0 tD 6. SIDEWALKS MINIMUM WIDTHS VARY: 4' AT PROPERTY LINE, STANDARD; 5' ADJACENT TO WALLS; 6' ADJACENT TO CURBS, OR 4' CURVILINEAR. N CITY OF RANCHO CUCAMONGA, CALIFORNIA r.IAPPROVED BY: w CITYGINEER a:R.C.E. 24953 ROADWAY SECTIONS USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 100-A SHEET 1 OF 1 P253 WEAKENED PLANE r----10' max B -11—s /JT' (TYP) NON-CONTIGUOUS S/W 4' MIN i [ / SIDEWALK I � � I ------------+---------- --• -- ALTERNATE N0.1 i i i ALTERNATE NO.2 "WING" APPROACH i ! MED.BROOM STRAIGHT APPROACH A i COLD JT. OR / I SCORE LINE i� i ,,} A CURB & GUTTER WEAKENED PLANE WEAKENED PLANE X=3 W =B 12' MIN X=3' OR COLD JOINT OR COLD JOINT 1/2"R (TYP) SECTION A—A R S/W D.5' 4" SHINER 3/4. LIP (1/2" R) 4' MIN AT FLOW LINE 1/4" PER FT. ' ROADWAY SURFACE 1 1/2„R SECTION B—B L 6” 6" PLUS CURB TYPE R-1 HEIGHT (MIN) USE ONLY WITH PRIOR APPROVAL OF CITY ENGINEER CONTIGUOUS SIDEWALK WEAKENED PLANE JOINT (TYP) B �— R=2' (TYP) S/W t4' MIN. 4 I I CAL MED. BROOMi COLD JOINT OR C S/W SCORE LINE 6' MIN. i / CURB & GUTTER I B� � X=3' W=12' MIN. X=3' n j cp 1 SECTION C—C riq 6,. 4.. TYPE R-2 N m N CITY OF RANCHO CUC"ONGA, CALIFORNIA I r` APPROVED BY: STANDARD PLAN DRIVE APPROACH & SIDEWALK ui 101 CITY NPNEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 24953 SHEET 1 OF 3 P254 EXAMPLE OF WEAKENED PLANE JOINT NON-CONTIGUOUS (TYPICAL) SIDEWALK 10' MAX g 5.5'R EXAMPLE OF 1 CONTIGUOUS /W MIN O"C.F. o0. I SIDEWALKO.C.F.4 --- ------ ' i--- / ---- —i' —4�ROUNDED ( I A R I ; MEDIUM BRi7f OM i fi MIlil 3I41IP I } k I 1 I B _ 1-- "W" WIDTH OF DRIVE = 35' MIN TO SO' MAX C UR & B GUTTER EXPANSION JT. EXPANSION JT. REMOVAL LIMITS REMOVAL LIMITS 1/2 R. "H" VARIES FROM, FULL CURB HEIGHT AT STREET TO ZERO AT SIDEWALK NOTE: CURB RETURN TO BE POURED MONOLITHIC i WITH DRIVE APPROACH. 8J 1/2" R LCURB HEIGHT PLUS 8" min. SECTION A -A 4" "SHINER" 3/4" LIP (1/2" R) AT FLOW LINE 0.5' r.S/W MIN i I ROADWAY SURFACE 1/4- PER FT. i 1/2 "R 8.. 1- 8" PLUS CURB HEIGHT (MIN) N SECTION B -B TYP E C N N CITY OF RANCHO CUCAMONGA. CATIFORNTA APPROVED BY: STANDARD PLAN DRIVE APPROACH & SIDEWALK 101 CITY E G EER DATE R.C.E. 24953 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 2 OF 3 P255 NOTES: 1. The drive approach shall be constructed with 520—C-2500 P.C.C. If the approach is to be used soon after installation, o high early strength concrete mix (660—C-4000) may be used as approved by the City Engineer. 2. A white pigmented (TYPE 2) curing compound per section 201-4.1 shall be applied to exposed concrete surfaces per section 303-5.6. 3. When installing a drive approach where curb and gutter exist, the entire curb and gutter shall be removed. 4. On severe water carrying streets special designs may be necessary. 5. The total width of all drive approaches shall not exceed 40% of the lot frontage. 6. The difference in the slope of the driveway ramp and the slope of the five (5) feet of the street adjacent to the gutter shall not exceed 15%. 7. TYPE R-1&2: a. Use for single family residential properties on local residential streets. b. "W" shall be 12 feet minimum, 16 feet maximum for 1 or 2 car garages and 24 feet maximum for all others. c. The outermost edge of the approach shall be minimum of 5 feet from the projection of the side property line, 10 feet from a B.C.R. and 20 feet between approaches on the some lot unless otherwise approved by the City Engineer. 8. TYPE C: a. Use for all cases other than 7.0. above. b. The radius "R" of the curb return shall equal the distance from the curb face to the near edge of the sidewalk with a minimum of 6.5 feet and a maximum of 20 feet. The curb return shall be poured monolithic with the drive approach. c. For single family residential properties on collector or larger streets, "W" shall conform to note 7.b and the concrete thickness may be reduced to 6 inches. d. For streets with cobble curb & gutter (Standard Plan 105-8), the cobble shall extend as for as possible into the curb return. n rn CITY r` APPROVED BY: CITY E NEER R.C.. 24953 OF RANCHO CUCAMONGA, CALIFORNIA STANDARD PLAN Lf 4.9 DRIVE APPROACH & SIDEWALK 101 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION SHEET 3 OF 3 CURB HEIGHT L X EXP 6" 8' 5' JOINT 81) 11, 7' �PCL.E/ SEE NOTE 5 AND S' EXP JOINT R/W 0.5' WEAKENED PLANE JOINT 10 ' eae X x_ 3' 3' TO s P256 SACK OF S/W WEAKENED PLANE JOINT ,- R/W SIGNAL POLE EXP. JOINT L CURB & GUTTER DUAL RAMP RETURN USE AT SECONDARY/SECONDARY OR LARGER STREET INTERSECTIONS OR z� � ,��, � WHERE APPROVED BY CITY ENGINEER R/W WEAKENED s o PLANE) JOINT 04 I � C' BACK OF S/W °i CURB AND GUTTER 1 v EXP 04' JOINT Ln — — R/W ,�SINGLE RAMP RETURN 10 I WEAKENED * * ADDITIONAL SIDEWALK AREA FOR N PLANE JOINT TRAFFIC SIGNAL INSTALLATION. rn N CITY OF RANCHO CUCAMONGA, CALIFORNIA 1 r APPROVED BY, STANDARD PLAN ACCESS RAMP w eZ 102 L,lQ: R.0 E, 24953 ATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 P257 R L 4' MIN. f-- 0.5' MIN. i 6" 1/4 SLOPE PER FT. O v D 0. o•• BACK OF SIDEWALK SEE GROOVE DETAIL SECTION A - A APPROXIMATELY 3/4" ON CENTER 1/4'-� 1/4' v .e p• • d p"�• a GROOVING DETAIL NOTES: 1. PARKWAY WIDTHS ARE AS SHOWN ON THE PLANS. 2. SIDEWALK WIDTHS TO BE AS PER STD. DWG. 103. 3. RAMPS SHAD NOT BE PLACED IN CENTER OF RETURN ON WATER CARRYING STREETS. 4. RAMPS SHALL HAVE HEAVY BROOM FINISH TRANSVERSE TO RAMP AXIS. 5. RAMPS SHALL HAVE A SURFACE APPLIED TRUNCATED DOME DETECTABLE WARNING SURFACE AS SUPPLIED BY ADA SOLUTIONS, INC. OR APPROVED EQUAL. COLOR SHALL BE DARK GRAY. 0 6. DETECTABLE WARNING SURFACES SHALL CONFORM TO CALTRANS STD. PLAN RSP A88A. I N N I O t` Q� N CITY OF RANCHO CUCAMONGA, CALIFORNIA I d AP R VED BY' STANDARD PLAN 0 ACCESS RAMP W07 102 0: R.C.E. GINEEA Tj DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 2 OF 2 ACCESS RAMP SEE STD. DWG. 102 2.5' MIN EXP JT CURB ki / GUTTER —' ACCESS RAMPS SEE STD. DWG 102 CURB r— GUTTER S DRIVEWAY (RESIDENTIAL) W/CONTIGUOUS�10' MAX SIDEWALK SEE STD. DWG. 101-A A \ LEGEND EXP JT = EXPANSION JOINT WPJ = WEAKENED PLANE JOINT BCR = BEGIN CURB RETURN _. _....._--- BCR_.._ ECR = END CURB RETURN SL = SCORE LINE S/W = SIDEWALK P = PARKWAY WIDTH RA0. DIMENSIONS S/W = 4' MINIMUM RADIAL = 5' MIN. ADJACENT TO WALLS = o' MIN. ADJACENT TO CURBS P1 = 2.5' MINIMUM FOR CURVILINEAR ONLY a.s' MIN P2 = 0.5' MINIMUM RADS = Pi RAD 2 = P -I• S/W PROPERTY LINE T NOTES: 1. WEAKENED PLANE JOINTS SHALL BE USED FOR ALL JOINTS, EXCEPT EXPANSION JOINTS SHALL BE PLACED IN CURB, GUTTER AND SIDEWALK AT THE BCR AND ECR, AND AROUND UTILITY POLES LOCATED IN SIDEWALK AREAS. 2. CURB AND GUTTER SHALL BE CONSTRUCTED SEPARATELY FROM SIDE WALK. 3. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT REGULAR INTERVALS NOT EXCEEDING 10 FEET WALK AND CURB JOINTS SHALL BE ALIGNED. WPJ WPJ WPJ - S/W 4' MIN. YIPJ I �, a DRIVEWAY (RESIDENTIAL) EXP IT RAD WPJ W/NON-CONTIGUOUS SIDEWALK SEE STD. DWG. 101-A CITY OF RANCHO CUCAMONGA, CALIFORNIA N APPROVED BY: SIDEWALK AND RAMP STANDARD PLAN t!� f LAYOUT AND JOINT DETAIL l03 r� W C N ]NEER ATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Cr R.C.E.21953 SHEET 1 OF 2 CURB & GUTTER ACCESS RAMPS ~ PER STD. DWG 102 al � wI 4 ; lyp I \ wi \ i WpJ \ 1 EXP JT ars \ RAD 2 RAD 2 PROPERTY LINE 4' MIN. UTILITY OR OBSTRUCTION NOT CURB LUSH TO RAD 2 EXP JT - ._-- ---------BCR WHEELCHAIR -/ ACCESS RAMP i U� w; EXP JT RAD} EXP JT R=8' MIN.-, EXP JT 3� `1 R=5.5' LEGEND `-DRIVEWAY (COMMERCIAL) W/CONTIGUOUS SIDEWALK. EXP JT = EXPANSION JOINT SEE STD. DWG. 101-C WPJ = WEAKENED PLANE JOINT BCR = BEGIN CURB RETURN ECR = END CURB RETURN SL = SCORE LINE S/W = SIDEWALK P = PARKWAY WIDTH DIMENSIONS S/W = 4' MINIMUM = 5' MIN. ADJACENT 10 WALLS = 6' MIN. ADJACENT TO CURBS P1 = 2.5' MINIMUM P2 = 0.5' MINIMUM RAD, = p1 RAD2 = P2 + S/W NOTES: i, WEAKENED PLANE JOINTS SHALL BE USED FOR ALL JOINTS, EXCEPT EXPANSION JOINTS SHALL BE PLACED IN CURB, GUTTER AND SIDEWALK AT THE BCR AND ECR, AND AROUND UTILITY POLES LOCATED IN SIDEWALK AREAS. 2. CURB AND GUTTER SHALL BE CONSTRUCTED SEPARATELY FROM SIDE WALK. 3. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT REGULAR INTERVALS NOT EXCEEDING 10 FEET WALK AND CURB JOINTS SHALL BE ALIGNED. DRIVEWAY (COMMERCIAL) W/NON-CONTIGUOUS SIDEWALK SEE STD. DWG. 101-C WPJ B' R. MIN. 'n PER STO. DWG t 02 � rn I I w O EXP JT � �- CXP JT N (O N 0 CITY OF RANCHO CUCAMONGA, CALIFORNIA N APPROVED BY: SIDEWALK AND RAMP STANDARD PLAN LAYOUT AND JOINT DETAIL 103 w CITY EN PEER DTE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ¢ R.C.E. 24953 SHEET 2 OF 2 'AIN. I- SSW J'Xsio: Z Z J J m m of m co 7 - D �I 6 U T.C. W L T.C. 5 L T T > c� BATTER 2.:8 as BATTER 2:8 3/8" LIP U V N O O O to as io 0000a LEVEL n a LEVEL O 00 0 '° a ° OD O Al -6 A2-6 AND AND Al —8 A2-8 W JI� 3 C U- 6" MIN. W I T.C. e: ° < ° BATTER 2:8 c 3/4" R U c U LEVEL BATTER 2:8 .Q iC D 1D PAVEMENT A3-6 D1-6 AND AND A3-8 D1-8 NOTES z J 1. ALL DIMENSIONS ARE MEASURED IN INCHES. m 2. "Cr' IS THE LAST NUMBER IN THE DESIGNATION. 3. "W" IS 24" UNLESS OTHERWISE SPECIFIED. 6" u 4. TYPES Al, A2, A3 AND Cl ARE CONSTURCTED OF PORTLAND CEMENT T.C. CONCRETE (520-C-2500). sit, 5. TYPE DI SH.4_L BE CONSTRUCTED OF 'TYPE C2 -AR -8000 ASPHALT CONCRETE -[— �< ° BATTER 2:6 AND SHALL, WHERE APPLICABLE, BE BONDED TO THE EXISTING PAVEMENT pY N 3" A TACK COAT AS PER SECTION 302-5.4 OF THE STANDARD SPECIFICATIONS. v 6. TYPE Cl CURB SHALL BE ANCHORED WITH DOWIELS A5 SHOWN OR WITH AN N as EPDXY APPROVED BY THE ENGINEER. 7. ALL EXPOSED CORNERS ON PCC CURBS AND GUTTERS TO BE ROUNDED WITH A i/2" RADIUS 8. CONSTRUCT WEAKENED PLANE JOINTS AT REGULAR INTERVALS NOT EXCEEDING 10 FEET. a 9. PLACE 3/4" DOWEL PINS (MINIMUM OF 4) AT ALL EXPANSION JOINTS PAVEMENT rn WHERE THE FLOW LINE GRADIENT IS LESS THAN 0.40%, TO HOLD ADJACENT 6 GUTTER SECTIONS IN ALIGNMENT. #4 DOWEL AT 4' OC cv 10. TYPE A2 CURB AND GUTTER MAY ALSO BE APPLIED TO A 12" CURB FACE c 1 —6 10"MIN. LENGTH, i.e. A2-12 REFERS TO A CURB AND GUTTER WHERE CF=12". AND GROUTED IN PLACE Cl -8 N CITY OF RANCHO CUCAMONGA, CALIFORNIA N � APPROVED BY: STANDARD PLAN CURB AND GUTTER -BARRIER `vy �' _ ? 104 w CITY E +vl EER 0 TE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Ir R.C.E. 24953 SHEET 1 OF 1 P261 ELEVATION PT. ON PROFILE 3'— 6" w z J 4' MIN a 5/a' -.1 P.L 2'-6" R 7—I ------ -—T--------- 3/8" LIP A I SIDEWALK 1/2"R LL_----- 1-0" C �� 1/2"R 2'-6"R7 E — 2" DEEP P.1" 11/16 s WEAKENED PLANE JOINT NOTES 1. PROVIDE A 2.0 FT. MINIMUM TRANSITION TO CURB RETURNS AND DRAINAGE STRUCTURES. 2. PLACE 3/4" DOWEL PINS (MINIMUM OF 4) AT ALL EXPANSION JOINTS WHERE THE FLOW LINE. GRADIENT IS LESS THAN 0.40% TO HOLD ADJACENT GUTTER SECTIONS IN ALIGNMENT. 3. CONSTRUCT WEAKENED PLANE JOINTS AT REGULAR INTERVALS NOT EXCEEDING 10 FEET. 4. PORTLAND CEMENT CONCRETE SHALL BE 520—C-2500. N 01 CITY OF RANCHO CUCAMONGA, CALIFORNIA N r. APPROVED 8Y: STANDARD PLAN ROLLED CURB AND GUTTER W7 105-A LLJ > CITY EN ItrbEER DTE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Cr- R.C.E. 24953 SHEET i OF 1 .e NOTES 1. PROVIDE A 2.0 FT. MINIMUM TRANSITION TO CURB RETURNS AND DRAINAGE STRUCTURES. 2. PLACE 3/4" DOWEL PINS (MINIMUM OF 4) AT ALL EXPANSION JOINTS WHERE THE FLOW LINE. GRADIENT IS LESS THAN 0.40% TO HOLD ADJACENT GUTTER SECTIONS IN ALIGNMENT. 3. CONSTRUCT WEAKENED PLANE JOINTS AT REGULAR INTERVALS NOT EXCEEDING 10 FEET. 4. PORTLAND CEMENT CONCRETE SHALL BE 520—C-2500. N 01 CITY OF RANCHO CUCAMONGA, CALIFORNIA N r. APPROVED 8Y: STANDARD PLAN ROLLED CURB AND GUTTER W7 105-A LLJ > CITY EN ItrbEER DTE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Cr- R.C.E. 24953 SHEET i OF 1 #4024" O.C. 18' FRONT VIEW EDGE TOP Or CURB TO PRESENT SMOOTH APPEARANCE 1/2" R /a 4 SHINER �. Ir1 /2 •s• ADIUS 1/2"r I 1b 6 n•.e. LIP •'0'�0 0— 0a s PAVEMENT kb o eu SURFACE ��- '►fl D COBBLE CURB & GUTTER P262 TOP OF CURB MORTAR FLOW LINE "fi BARS (3) ARE #4 CONTINUOUS— LAP 12" WHEN REQUIRED & EXTEND 12" AS DOWEL NOTES: 1. COMMENCE BY POURING DRIVE APRON AND/OR GUTTER SECTION WITH REINFORCEMENT IN PLACE AND WET SET THE FIRST COURSE OF COBBLES. 2. FINISH LAYING OF COBBLE FACE USING MORTAR PER STANDARD SPECIFICATION 201-5 CLASS. 3. COMPLETE CONSTRUCTION BY POURING BACK PORTION OF CURB AND THE TOP CAP WITH LONGITUDINAL REINFORCEMENT IN PLACE. 4. CONCRETE SHALL BE 610-D-2500 PORTLAND CEMENT CONCRETE. 5. COBBLE SHALL BE CLEAN SMOOTH ROUNDED STONES OF UNIFORM SIZE SELECTED TO PRODUCE A STAGGERED TWO -COURSE CURB FACE WITH OCCASIONAL INCLUSION OF LONGER SINGLE STONE ELEMENTS. N CITY OF RANCHO CUCAMONGA, CALIFORNIA N r4 APPROVED BY: STANDARD PLAN ��?'Z���t �Z COBBLE CURB & GUTTER 105—B w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 0: R.C.E. 24953 SHEET 1 OF 1 * 48,. 24" 24.. 3/4" LIP 3/8„ 4" SHINER *TT HESE DIMENSIONS TO MATCH EXISTING OR PROPOSED, IN CONFORMANCE WITH CITY STD. 104, 105—A AND 105—B. NOTES: 1. MAXIMUM LENGTH OF INSTALLATION SHALL BE 25 FEET FOR FIRE ACCESS LANES. 2. THE LENGTH OF TRANSITION FROM NORMAL CURB TO ACCESS CURB SHALL BE 4 FEET'. 3. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED NOT MORE THAN 10 IEET APART. 4. ALL CURBS SHALL BE CONSTRUCTED OF PORTLAND CONCRETE CEMENT 520—C-2500. 5. PLACE 3/4" DOWEL PINS AT ALL EXPANSION JOINTS WHEN FLOW LINE GRADE IS LESS THAN 0.40%. N CITY OF RANCHO CUCAMONGA, CALIFORNIA N APPROVED BY: STANDARD PLAN Lu 3 LIMITED ACCESS CURB 105-C w CITY E qr�G�NEER f DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. `-'4953 1 SHEET 1 OF 1 0 o e v � v ° 3/4" LIP 3/8„ 4" SHINER *TT HESE DIMENSIONS TO MATCH EXISTING OR PROPOSED, IN CONFORMANCE WITH CITY STD. 104, 105—A AND 105—B. NOTES: 1. MAXIMUM LENGTH OF INSTALLATION SHALL BE 25 FEET FOR FIRE ACCESS LANES. 2. THE LENGTH OF TRANSITION FROM NORMAL CURB TO ACCESS CURB SHALL BE 4 FEET'. 3. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED NOT MORE THAN 10 IEET APART. 4. ALL CURBS SHALL BE CONSTRUCTED OF PORTLAND CONCRETE CEMENT 520—C-2500. 5. PLACE 3/4" DOWEL PINS AT ALL EXPANSION JOINTS WHEN FLOW LINE GRADE IS LESS THAN 0.40%. N CITY OF RANCHO CUCAMONGA, CALIFORNIA N APPROVED BY: STANDARD PLAN Lu 3 LIMITED ACCESS CURB 105-C w CITY E qr�G�NEER f DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. `-'4953 1 SHEET 1 OF 1 ilj EXP. JOINT .L —FL( I CURB NORMAL CF PROPERTY LINE GUTTER - od (LEVEL �8" C.A.B SECTION A -A a 1� JPO 0 0 0 0 0 0 LEVEL ? SECTION B -B CURB a�e ,a B" C.A.B 0000000000000 SECTION C -C GUTTER TRANSITION TRANSITION RIDGE B A FILOW LINE h� STR GR 1 FLOW UNE N�E m EXP. JOINT QR ECR NORMAL CF MINUS 2" o F o N � z z v� EXP.JOINT W TYPICAL CROSS GUTTER PLAN EXP. JOINT ©I ECR WEAKENED PLANE GUTTER JOINTS PER NOTES 1 AND 2 TYPICAL JOINT PLAN NOTES: I. WEAKENED—PLANE AND/OR CONTACT JOINTS SHALL BE PLACED IN CURB j AND GUTTER AT LOCATIONS SHOWN ON THE TYPICAL JOINT PLAN HEREON. 1 2. WEAKENED—PLANE JOINTS SHALL BE PLASTIC CONTROL JOINTS OR 1 1/2" 4" DEEP SAW CUTS. CONCRETE SAWING SHALL TAKE PLACE WITHIN 24 HOURS AFTER CONCRETE IS PLACED. 3. DOWELS FOR CONTACT JOINTS SHALL BE No. 6 BARS, 24 INCHES LONG, SET ON 12" CENTERS. 4. PLACE A WEAKENED—PLANE OR CONTACT JOINT WHERE LONGITUDINAL ALLEY GUTTER JOINS CONCRETE ALLEY INTERSECTION. 5. ALL EXPOSED CORNERS ON PCC GUTTERS TO BE ROUNDED WITH 1/2" RADIUS. 6. CONCRETE SHALL BE INTEGRAL WITH CURB UNLESS OTHERWISE SPECIFIED. USE SECTION D—D FOR RESIDENTIAL STREETS AND FOR OTHER STREETS HAVING GRADES GREATER THAN 1.0%. 7. FOR INDUS-RIAL STREETS, COLLECTORS STREETS, AND FOR OTHER STREETS HAVING GRADES OF 1.0% OR LESS, MODIFY WIDTH OF SECTION D—D TO 10 FEET WITH A 1 1/4 INCH GUTTER DEPTH AND REINFORCE WITH 4 X 4 WIRE MESH. 8 WEAKENED PLANE JOINT OR OPTIONAL CONTACT JOINT PER NOTES 1, 2 AND 3 EXP. JOINT NEEDED WHEN W=46' OR MORE CROSS GUTTER 3' c, T3/6' LIP d ba ��� b, b` �4 (13" C JOINTS SECTION D -D B" C.A.B. In SUPPORT ALL CROSS GUTTERS, SPANDRELS AND ADJACENT CURBS AND FOR CONTACT Q1 GUTTERS ON A MINIMUM B INCH CRUSHED AGGREGATE BASE. JOINTS—SEE NOTE 4 oN 9. STREETS HAVING LESS THAN 0.4% GRADE REQUIRE SPECIAL DESIGN. LO N G I T U D i N A L 10, PORTLAND CEMENT CONCRETE SHALL BE 520-C-2500. GUTTER N CITY OF RANCHO CA UCAMONGA, CALIFORNIA APPROVED BY: CROSS AND LONGITUDINAL STANDARD PLAN GUTTERS W*DATE106-A w CITY N (NEER USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 24953 SHEET 1 OF 1 TOP TIE TO BE PLACED AS LOW AS POSSIBLE ON THE TRUNK TO ALLOW FOR WIND FLEXING OF THE TREE. BUT NOT SO LOW AS TO LOSE SUPPORT OR ALLOW N THE HEAD TO DROP. a TIGHTLY COMPACTED 3" BERM TO FORM WATERING BASIN FOR RESIDENTIAL AND GROUND COVER INSTALLATIONS. LOCATE OUTSIDE OF PLANT PIT. BERMS IN TURF AREAS TO BE REMOVED PRIOR TO CITY ACCEPTANCE. --7 m 0 0 N NOTES: 1. REMOVE NURSERY STAKES AND FILL CAVITY WITHIN ROOTBALL. 2. STAKES TO BE PLUMB AND PARALLEL. 3. STAKE TREE PERPENDICULAR 1 TO PREVAILING WIND. N 0 W 0 E S TOP OF STAKES BELOW HEAD OF TREE WHERE SPECIES GROWTH HABIT PERMITS. MAIN TRUNK (2) SETS OF CINCH TIES SPACED 24" APART, CONVEX SIDE AGAINST TREE TRUNK. ATTACH WITH GALVANIZED SCREWS TO 8' LODGE POLES. f1AX 2" DIA. LODGE POLE PINE STAKES WITH WOOD PRESERVATIVE STAIN. DRIVE A MINIMUM OF 6" INTO UNDISTURBED SOIL AND POSITION STAKES OUTSIDE ROOT BALL. TOP OF ROOTBALL TO EXTEND 2" ABOVE FINISH GRADE. PLANT PIT TO BE (2) TIMES THE WIDTH OF THE ROOT BALL. NO WOOD CHIP MULCH SHOULD BE PLACED OR ALLOWED TO REMAIN OVER THE ROOT BALL. " �� 'Ilil�lllllll /\ ARBOR GUARD IN TURF II AREAS AND FRONT YARDS. ROOT BALL I � ' r NATIVE BACKFILL WITH NO ROCKS GREATER THAN 3" DIA. =III -III -III-III I �I 11�=1�I �I ISI III 11-1 I I II I I IJ I f-1 I EI I� I11 I I I NATIVE SOIL UNDISTURBED P265 CITY OF RANCHO CUCAMONGA, CALIFORNIA u i APPROVED BY,DOUBLE STAKED TREE STANDARD PLAN ' --5 GAL - 24" BOX 502 CITY ENGINEER I DATEI USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION I SHEET 1 OF l R.C.E. 24953 P266 CONCRETE HEADER - 112" RADIUS EXPOSED EDGES AND FINISH PER PLAN 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE 2" IN PLANT BED CROSSINGS) 6' OR 8" SEE NOTE FINISH GRADE 2 FOR DG OR COBBLESTONE v o F.S. SHALL BE FLUSH WITH p D p D p D TOP OF CONCRETE HEADER la I I p D° I I M I 1=1 I E— '711 II i ♦♦ =1 11 � 111-111 p D p D D O ♦ - II pDpDp I I� #3 RE -BAR CONTINUOUS (UNLESS OTHERWISE INSTRUCTED) NOTES: 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 318" EXPANSION JOINTS AT 20'-0" O.C. M 2.8" WIDE CONCRETE HEADER TO BE USED ONLY WHEN ADJACENT TO CITY -MAINTAINED TURF. c 3. CONCRETE TO BE 520-0-2500 MIN. 4. HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS, AS AN EDGE N TREATMENT TO ALL NON-HARDSCAPE LIMITS OF WORK, AND BETWEEN ALL TURF AND GROUNDCOVER AREAS. 1.22 N N CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BYE STANDARD PLAN CONCRETE HEADER 5.13 ` 534 S;ZY E GINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 53 7Z SHEET 1 OF 1 P267 CASE 1 MORTAR EVEN WITH CURB CURB AND WALK 2% COBBLESTONE d d FLAT SIDE UP //— TOOL MORTAR JOINTS TO ACCENT COBBLE r SIDEWALK `3' MINIMUM CONCRETE BED UNDERNEATH COBBLESTONE CASE 2 BOULDER PER STD 542 A {LOCATE PER PLAN)3' MW . SOIL DEPTH AT EDGE OF COBBLE -� r— COBBLESTONE /__ �_A s 0 ° o v •�.. ��- 3 -112 -MINIMUM CONCRETE BED CASE 3 —� 6^ �. — 24' —� 6" �-- MORTARED STONE SWALE 2" MAX. _ DEPTH f" 4. 4- CONCRETE BED CONCRETE CURB COBBLESTONE BENEATH COBBLE W/H3 BAR O z T MIN. / 4' MAX. RAD. aCURB & GUTTER SEE DETAIL FOR X /T 6" PCC MOW CURB LU END CONDITION PER CITY STD. 534 a 7 7d d 6" PCC MOW CURB PER CITY STD 534 PLANTER COBBLESTONE AREA d HARDSCAPE d d z d SIDEWALK HARDSCAPE JOIN AT RIGHT ANGLES (TYP.) 3' MIN. /4' MAX. RAD. EXISTING CURB 4" OR WALK NOTES: END CONDITION 1. CONCRETE CLASS 520-D-2500. 2. ROCK SIZES, UNLESS OTHERWISE SPECIFIED. SHALL BE: BOULDERS: MAX. 3'(]"- MIN. 1'6" COBBLESTONES: MAX. 18'- MIN, 6" WITH ONE FLAT SIDE 3. BOULDERS SHALL HAVE 1/3 EMBEDMENT. COBBLES SHALL HAVE 213 EMBEDMENT 4. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS *9 MORTAR. 1 PART CEMENT TO 2-2/1 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO "DRY -PACK' IS ALLOWED) 5. A SAMPLE AREA, MIN. 40 SQ. FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO PROCEEDING WITH REMAINING ROCK WORK. 0 6. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. 0 7. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT. a 8. ALL COBBLE STONE AREAS SHALL HAVE 6"x6" CONCRETE HEADER AS AN EDGE AT PLANTING. 9. ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2% MIN. AT ALL TIMES WITHIN THE R.O.W. xn N CITY OF RANCHO CUCAMONGA, CALIFORNIA 16 APPROVED BY- RIVER WASHED GRANITE STANDARD PLAN Lu ��'� COBBLESTONES 542 w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1% R.C.E. 24953 SHEET i OF i !"TAPER AT FACE OF TRAIL BOUNDRY DEFLECTOR CURB 4J •. �4. DECOMPOSED Q w u GRANITE SLOPE f : • 1" TAPER AT FACE OF w4 DEFLECTOR CURB w DETAIL B 45 * ' ` STREET CURB-" DEFLECTOR GUTTER AND GUTTER DEFLECTOR CURB J PLAN VIEW DEFLECTOR #4 REBAR, r DEFLECTOR CURB GUTTER CONTINUOUS 1 " \ 8" / • 1 DECOMPOSED GRANITE .•i : . �. : .•'i : ..y : •'`� STABILIZED DECOMPOSED GRANITE c+rr•.-rlwi A A P268 DEFLECTOR TAPER TO CURB FINISH GRADE FACE OF STREET CURB NOTES: 1. WATER BARS ARE TO BE LOCATED WHERE NEEDED. REVIEW REQUIREMENT CRITERIA AVAILABLE FROM THE ENGINEERING DEPARTMENT. FINAL QUANTITY AND EXACT LOCATION TO BE DETERMINED BY THE ENGINEERING DEPARTMENT. 2. USE 2500 PSI CONCRETE AT 28 DAYS. CITY OF RANCHO CUCAMONGA, CALIFORNIA N APPROVED BY - 0 STANDARD PLAN � �, ��G� ��2� J� CONCRETE WATER BAR 1012 > CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION re R.C.E. 24953 SHEET I OF 1 P269 APPENDIX 3 Project Maps P270 Citywide Concrete Repair FY 2017/2018 - Streets Esri, NASA, NGA, USGS, FEMA I City of Rancho Cucamonga, Esri, HERE, Garmin, INCREMENT P, USGS, Bureau of Land Management, EPA, NPS, US Census Bureau, USDA hnp://regis.maps.arcgis.com/home/webmap/print.httnl[8/302017 10:17:23 AM] 2 0 3 [i,rrukrr Rd Morning Glory Area Are9��c Locust Rockrose At, esi Rd Highland Ave fisher Or '2 NWrit Dr C ({,v. Coriander Area � b 0 Carob Area J � - Silverberry r Boug8invillea Basd Area Area Rantho cutamonga HlghSchool _ High Eilwandag North Victoria Windrows Loop School L^ d Victoria Park it Vfrtor.s St Etlwan Basswood Area Tipu Area H Rouge RIVer Dr a' Sugargum ' Etiwanda Depot —r Goldenrain Area 0 Victoria Park Lane iy � y Ease Line Rd South Victoria Windrows Loop line Ave (ReglnajFliippi) n,,. Esri, NASA, NGA, USGS, FEMA I City of Rancho Cucamonga, Esri, HERE, Garmin, INCREMENT P, USGS, Bureau of Land Management, EPA, NPS, US Census Bureau, USDA hnp://regis.maps.arcgis.com/home/webmap/print.httnl[8/302017 10:17:23 AM] P271 Citywide Concrete Repair FY 2017/2018 - Paseos 0 i482ft Ara4ah • Access Rd Foor Highland Ave 10U } � Y m p VW -15 3 h w i cc o u Esta he it a " S/7verCcrry S;a� Vl^1- C.arnnci Ar ` otr Etiwanda'Fllyh School is O 3 Etiwanda G C k Rougo River Dr Sr;ddleri�ga.St Etiwanda Depot. Fite 5wion No 3 VW -28 O — rm 1 Base Line Rr Historic 1Ni nery`t IReginalFilipp:) Base, Line Rd N o� r p t Y A 1 vl.,,—trhv c 16 ;v -a- 0:4m1 Esri, NASA, NGA, USGS, FEMA I City of Rancho Cucamonga, Esri, HERE, Garmin, INCREMENT P, USGS, Bureau of Land Management, EPA, NPS, US Census Bureau, USDA htip://regis.maps.arcgis.com/home/webmapiprint.html[8/302017 10:49:57 AM] P272 Almond Trail at Laramie Drive 11/0612014 - 11/25/2014 Archibald Avenue n/o 9686 Norbrook Drive F 07/13/2015 P273 A a P273 A P274 Vista Grove Street e/o Rocky Mountain Place 07/13/2015 AINIE 4 -' ��'=an;y .-, i'.R. ;� - .�-.ti's. � ' - •� ~=�'€ ' 4 _ .•� - �; ,'•J� j .� 4� meq'=�••' _ _:� '�. "�—mss .`.. i•I� s� ,{4p►�` ti r _4 a - Y� y4ri:J APPENDIX 4 Location Detail P277 Base Bid Location 1: P.C.C. Access Ramps 1 thru 12 Loc. ILocation 1 =Ramp 1- SEC Pistache Street and Bougainvilliea Way 2 1Ramp 2 - SEC Nasturtium Dr. and Bougainvillea Way •----------f------------------------------------------------------- 3 =Ramp 3 - NWC Peach St. and Bougainvillea Way 4 !Ramp 4 - NEC Peach St. and Bougainvillea Way 5 i Ramp 5 - South side of Peach Street and Bougainvillea Way -----------+------------------------------------------------------------- 6 1Ramp 6 - NEC Plum Way and Trillium Ct. 7 1 Ramp 7 - SEC Plum Way and Trillium Ct. 8 j Ramp 8 - SEC Rockrose Ave. and Coriander Ct. -----------d----------------------------------------------------------- 9 Ramp 9 - SWC Rockrose Ave. and Morning Glory Dr. -----------f------------------------------------------------------------- 10 ;Ramp 10- SEC North Victoria Windrows Loop and Basil St. -----------4--------------------------------------------------------- 11 !Ramp 11- SWC Highland Ave. and Rockrose Ave. -----------4---------------------------------------------------------- 12 !Ramp 12 - SEC Highland Ave. and Rockrose Ave. I 1 of 41 ADA Access Ramps, 11/13/2017 11:10 AM P278 Base Bid Location 2: North Victoria Windrows Loop utside Loc. No. 13 Panel No. 1 Location N. Victoria Windrows Loop e/o Victoria Park Lane Sidewalk _ Asphalt Concrete Curt & Gutter Drive Approach Bid Qty Bid QtV Bid Qty Bid Qty _ Length Width Total (SQ 15 4 60 SF LF Length Width Total (SF) 0 14 2 N. Victoria Windrows Loop e/o Victoria Park Lane 52 4 ( 208 I I 0 15 16 3 4 N. Victoria Windrows Loop e/o Victoria Park Lane N. Victoria Windrows Loop w/o Tipu PI. 68 19 4 44� 270 76 23 I 0 III 0 17 5 N. Victoria Windrows Loop w/o Tipu PI. 28 4 112 47 I 0 18 6 6863 N. Victoria Windrows Loop 10 4 ( 40 7 E 3 21 19 7 e/s N. Victoria Windrows Loop s/o Plum Way 71 4 284 0 20 21 8 9 e/s N. Victoria Windrows Loop s/o Kalmia St. e/s N'Victoria Windrows Loop s/o Kalmia St. 94 94 4 12 I 376 1,081 0 0 22 10 e/s N. Victoria Windrows Loop n/o Kalmia St. 10 4 III I 40 ( 0 23 11 e/s N. Victoria Windrows Loop n/o Kalmia St 7 4 26 0- 24 12 e/s N. Victoria Windrows Loop n/o Kalmia St. 21 I 4 I 84 111 I 0 25 13 e/s N. Victoria Windrows Loop n/o Kalmia St. 52 4 ' 208 0 26 I 14 le/s N. Victoria Windrows Loop and Coral Tree Rd. 79 44 I 316 I 0 27 15 e/s N. Victoria Windrows Loop and Camassia Ct. 20 28 16 e/s N. Victoria Windrows Loop and Camassia Ct. 7 5 35 j ( 0 29 30 17 18 e/s N. Victoria Windrows Loop and Camassia Ct. s/e/c N. Victoria Windrows Loop and Basil St. 30 11 4 12 120 I 127 III 0 0 31 18 s/e/c N. Victoria Windrows Loop and Basil St. 4 4 16 0 32 33 34 19 19 19 n/e/c N. Victoria Windrows Loop and Basil St. n/e/c N. Victoria Windrows Loop and Basil St. n/e/c N. Victoria Windrows Loop and Basil St. 4 4 7 5 10 13 20 40 91 I i I1� tti 0 0 Ir 0 35 19 n/e/c N. Victoria Windrows Loop and Basil St. 7 12 81 1 0 36 20 e/s N. Victoria Windrows Loop n/o Basil St. 30 I 4 120 I I 0 37 21 e/s N. Victoria Windrows Loop n/o Basil St. 30 4 I 120 0 38 22 e/s N. Victoria Windrows Loop and Camphor Ct. 11 4 44 0 39 40 23 24 e/s N. Victoria Windrows Loop and Camphor Ct. e/s N. Victoria Windrows Loop n/o Camphor Ct. 43 23 4 4 I 172 90 �- I 0 0 41 25 e/s N. Victoria Windrows Loop n/o Camphor Ct. 13 4 52 0 42 26 e/s N. Victoria Windrows Loop s/o Rockrose Ave. 30 4 I 120 ( 0 43 27 e/s N. Victoria Windrows Loop s/o Rockrose Ave. 6 5 30 0 44 28 e/s N. Victoria Windrows Loop s/o Rockrose Ave. 21 4 84 j ( 0 2 of 41 N Victoria Windrow Lp outside, 11/13/2017 11:10 AM I y*k:. Base Bid Location 2: North Victoria Windrows Loop utside Loc. No. _ Panel No. i Location Sidewalk Asphalt Concrete Curb & Gutter dive Approach Bid Qty Bid Q EBd Bid Qty Le h Width Total S SF LF Length Width Total (SF) 45 29 n/s N. Victoria Windrows Loop w/o Rockrose Ave. 11 4 [ 1 44 f 0 46 30 n/s N. Victoria Windrows Loop and Elderberry Ct. 20 4 80 EEE 0 47 31 n/s N. Victoria Windrows Loop w/o Elderberry Ct. 30 4 120 0 48 32 n/s N. Victoria Windrows Loop e/o Bamboo PI. 11 4 44 0 49 33 n/s N. Victoria Windrows Loop e/o Bamboo PI. 11 4 44 0 50 34 n/s N. Victoria Windrows Loop and Bamboo PI. 7 4 28 0 51 35 n/s N. Victoria Windrows Loop and Bamboo PI. 4 17 68 0 52 53 36 37 n/s N. Victoria Windrows Loop a/oTwinspur Pl. n/s N. Victoria Windrows Loop a/oTwinspur PI. 11 43 4 4 44 172 I 0 0 54 38 n/s N. Victoria Windrows Loop w/o Twinspur PI. 41 4 I 164 0 55 39 n/s N. Victoria Windrows Loop and Primrose PI. 42 4 168 15 0 56 I 40 n/s N. Victoria Windrows Lp e/o Locust to Primrose 145 4 580 1J I II E! IIII f 0 57 41 n/s N. Victoria Windrows Loop w/o Locust Ave. 52 4 208 0 58 I 42 n/s N. Victoria Windrows Loop n/o Hazelnut Ave. 24 I I 4 I 96 [I —� I I 0 59 60 43 44 e/s N. Victoria Windrows Loop s/o Hazelnut Ave. w/s N. Victoria Windrows Loop s/o Huckleberry Ct. 8 19 4 4 32 76 9 15 135 0 61 45 w/s N. Victoria Windrows Loop and Thistle Dr. 13 4 52 0 62 46 w/s N. Victoria Windrows Loop and Thistle Dr. 7 4 28 156 408 0 63 47 w/s N. Victoria Windrows Loop n/o SElverberry St. 39 4 0 64 48 w/s N. Victoria Windrows Loop s/o SElverberry St. 68 6 0 65 49 w/s N. Victoria Windrows Loop and Daisy Ct. 6 6 36 0 66 50 w/s N. Victoria Windrows Loop and Mint Ct. 25 j 6 1 150 jj I 0 67 50 w/s N. Victoria Windrows Loop and Mint Ct. 19 4 76 0 68 50 w/s N. Victoria Windrows Loop and Mint Ct. 7 I 4 28 0 69 51 w/s N. Victoria Windrows Loop and Bougainvillea 19 6 114 0 70 52 w/s N. Victoria Windrows Loop n/o Winter Green 36 6 216 0 71 53 w/s N. Victoria Windrows Loop s/o Wintergreen 10 6 60 0 72 53 w/s N. Victoria Windrows Loop s/o Wintergreen 6 3 18 0 73 54 w/s N. Victoria Windrows Loop s/o Wintergreen 58 6 348 0 74 55 w/s N. Victoria Windrows Loop n/o V.P.L. 29 6 174 0 75 56 w/s N. Victoria Windrows Loop n/o V.P.L. 43 6 258 38 0 Totals: 8,712 0 123 156 3 of 41 N Victoria Windrow Lp outside, 11/13/2017 11:10 AM P280 Base Bid location 3: North Victoria Windrows Loop side Loc. No. 76 t Panel No. 1 Location e/s N. Victoria Loop n/o V.P.L. Asphalt nc Corete Bid Qty. _ SF Curb Gutter Bid qui _ LF Wye ve Appnsath Bid Qty Bid Qty Length Width Total (SF) 12 4 i 48 i Length Width Total (SF) 0 77 2 e/s N. Victoria Windrows Loop n/o V.P.L. 11 5 55 0 78 3 e/s N. Victoria Windrows Loop s/o Wintergreen 11 5 I 55 0 79 4 s/e/c N. Victoria Windrows Loop s/o Bougainvillea 13 9 117 II IIII ! 0 80 5 e/s N. Victoria Windrows Loop n/o Bougainvillea 46 4 184 0 81 6 e/s N. Victoria Windrows Loop and Foxglove Ct. 8 4 32 0 82 7 e/s N. Victoria Windrows Loop and Foxglove Ct. 29 4 116 0 83 8 e/s N. Victoria Windrows Loop n/o Foxglove Ct. 13 ! 4 52 0 84 9 e/s N. Victoria Windrows Loop n/o Foxglove Ct. 39 4 156 88 0 85 10 e/s N. Victoria Windrows Loop s/o Tamarisk 22 4 0 86 11 e/s N. Victoria Windrows Loop and Tamarisk 8 4 32 0 87 12 e/s N. Victoria Windrows Loop and Tamarisk 34 4 136 ! 111 0 88 13 e/s N. Victoria Windrows Loop and Silverberry St. 20 4 80 0 89 14 Paseo e/o N. Victoria Windrows Loop & Silverberry 35 6 210 I 0 90 15 e/s N. Victoria Windrows Loop and Silverberry St. 56 4 224 0 91 16 e/s N. Victoria Windrows Loop and Lilac Ct. 20 4 I 80 0 92 17 e/s N. Victoria Windrows Loop and Lilac Ct. 9 4 36 0 93 18 e/s N. Victoria Windrows Loop and Lilac Ct. 20 4 80 0 94 19 e/s N. Victoria Windrows Loop n/o Lilac Ct. 19 4 76 0 95 20 e/s N. Victoria Windrows Loop n/o Lilac Ct. 19 4 76 0 96 21 e/s N. Victoria Windrows Loop s/o Hazelnut 19 4 76 0 97 22 e/s N. Victoria Windrows Loop s/o Hazelnut 19 4 76 0 98 23 e/s N. Victoria Windrows Loop and Hazelnut 20 4 80 0 99 24 s/s N. Victoria Windrows Loop and Maidenhair Ct. 28 4 I 112 I 0 !!! 100 25 s/s N. Victoria Windrows Loop and Maidenhair Ct. 26 4 104 Ili I 0 101 26 s/s N. Victoria Windrows Loop and Maidenhair Ct. 75 4 300 0 102 27 s/s N. Victoria Windrows Loop and Locust Ave. 64 4 I 256 Ili 0 103 28 s/s N. Victoria Windrows Loop and Locust Ave. 14 4 56 I 111 0 104 29 s/s N. Victoria Windrows Loop e/o Locust Ave. 38 4 152 0 105 30 s/s N. Victoria Windrows Loop and Orchid 49 4 I 196 0 106 31 s/s N. Victoria Windrows Loop and Orchid 19 4 76 0 107 32 rs/sN.Victoria Windrows Loop e/o Citrus Pl. 120 4 480 0 4 of 41 N Victoria Windrows LP inside, 11/13/2017 11:10 AM P281 Base Bid Location 3: North Victoria Windrows Loop side Loc. No. _ Panel No. Location Sidewalk Asphalt Conte Concrete Curb Gutter Drive Approach Bid Qty Bid Qty Bid (4y T Bid Qty Length Width Total (S ; Length Width Total (SF) SF LF 108 33 s/s N. Victoria Windrows Loop e/o Citrus PI. 14 4 56 0 109 34 s/s N. Victoria Windrows Loop and Bougainvillea Ct. 50 4 200 I I 0 110 35 s/s N. Victoria Windrows Loop and Bougainvillea Ct. 21 4 84 0 111 36 s/s N. Victoria Windrows Loop w/o Bamboo PI. 10 4 40 I 0 112 37 s/e/c N. Victoria Windrows Loop and Bamboo PI. 22 4 88 0 113 38 s/s N. Victoria Windrows Loop e/o Bamboo Pl. 28 4 ( 112 0 114 39 s/s N. Victoria Windrows Loop e/o Bamboo PI. 23 4 92 0 115 40 s/s N. Victoria Windrows Loop and Poppy Ct. 38 4 152 0 116 41 s/s N. Victoria Windrows Loop and Poppy Ct. 19 4 76 0 117 42 s/s N. Victoria Windrows Loop and Poppy Ct. 27 4 108 0 118 43 s/s N. Victoria Windrows Loop and Rockrose Ave. 23 4 92 0 119 44 s/s N. Victoria Windrows Loop and Rockrose Ave. 30 4 120 I 0 120 45 s/s N. Victoria Windrows Loop e/o Rockrose Ave. 31 4 124 0 121 46 s/s N. Victoria Windrows Loop and Rosemary Ct. 50 4 200 0 122 47 s/s N. Victoria Windrows Loop and Rosemary Ct. 11 4 [[ f 44 I jj I 0 II 123 48 n/s N. Victoria Windrows Loop n/o Basil 77 4 308 0 124 49 n/s N. Victoria Windrows Loop n/o Basil 48 4 192 0 125 50 n/s N. Victoria Windrows Loop n/o Basil 22 4 88 I 0 126 51 n/s N. Victoria Windrows Loop n/o Coral Tree Rd. 19 4 76 0 127 11! 52 n/s N. Victoria Windrows Loop n/o Coral Tree Rd. 29 4 116 0 128 53 n/s N. Victoria Windrows Loop s/o Coral Tree Rd. 9 4 36 0 129 54 n/s N. Victoria Windrows Loop and Trillium Ct. 20 4 80 i 0 130 55 n/s N. Victoria Windrows Loop and Trillium Ct. 23 f 4 I [[ 92 0 131 56 n/s N. Victoria Windrows Loop n/o Verbena Ct. 30 4 120 I I [ 0 f 132 57 n/s N. Victoria Windrows Loop and Verbena Ct. 21 4 I 84 0 133 58 n/s N. Victoria Windrows Loop n/o Plum Way 20 4 80 0 134 59 n/s N. Victoria Windrows Loop w/o Tipu PI. 4 I 96 0 135 60 n/s N. Victoria Windrows Loop w/o Tipu PI. jj I I F32 4 ( 48 I 0 136 61 n/s N. Victoria Windrows Loop e/o V.P.L. 6 192 j E 1 I 0 Totals: 7,093 0 0 0 5 of 41 N Victoria Windrows Lp inside, 11/13/2017 11:10 AM P282 Base Bid Location 4: Bougainvillea Area Loc. No. 137 Panel No. - Location = s/s Bougainvillea w/o Peach Pl. Sidewalk Asphalt Concrete Curb Gutter Drive Approach Bid aty Bid MY Bid _ Bid Qty Length Width Total (SF) 32 4 128 SF LF Length Width Total (SF) 0 1 138 139 140 141 I 2 3 4 5 s/s Bougainvillea w/o Peach PI. s/s Bougainvillea e/o Peach Pl. s/s Bougainvillea e/o Peach PI. s/s Bougainvillea e/o Peach PI. 42 47 21 11 4 4 4 4 I 168 I 188 84 44 I 0 j 0 1 0 !!) 0 142 16 s/s Bougainvillea e/o Peach Pl. 18 4 I 72 I I 0 143 144 7 s/s Lantana e/o Bougainvillea 12618 Lantana 32 4 128 0 26 23 4 0 92 145 j�8 9 e/s Bougainvillea n/o Lantana 22 4 88 I j I 0 146 I 11 12589 Nasturtium 19 4 I 76 I I 0 147 + 12 12611 Nasturtium 68 4 272 28 T 0 148 13!12626 Nasturtium 4 3 I 12 5 I 4 I 20 ::14:9[:14:1126200 Nasturtium I 0 25 4 100 150 15 je/s Bougainvillea s/o Pistache St. (((s/e/c 55 4 ( 220 I i 0 151 16 Bougainvillea and Pistache St. 12 6 72 0 152 153 154 17 18 iii 19 12629 Pistache St. 12628 Coral Tree 12627 Coral Tree 20 16 40 4 4 4 80 64 ( 160 28 I 0 0 0 155 20 w/s Plum Way s/o Coral Tree 0 51 0 156 21 e/s Plum Way s/o Verbena Ct. 10 4 40 I I 0 157 22 12677 Verbena Ct. 26 4 I 104 I 0 158 1 23 12676 Verbena Ct. 21 4 84 I 0 159F25 12668 Verbena Ct. 8 4 32 0 160In/e/c Plum Way and Verbena Ct. 37 4 I 148 [[[ ! 11 0 161 162 25 26 n/e/c Plum Way and Verbena Ct. e/s Plum Way n/o Verbena Ct. 15 42 6 4 90 168 0 0 163 27 e/s Plum Way s/o Trillium Ct. 11 5 I 55 0 164 28 12647 Trillium Ct. 8 7 I 56 30 I 0 165 28 ---- 12647 Trillium Ct. 7 7 49 0 166 1 III 29 12675 Trillium Ct. 28 4 I 112 4 4 16 167 30 12648 Trillium Ct. 13 7 91 0 168 31 12694 Coral Tree 5 4 20 0 6 of 41 Bougainvillea, 11/13/2017 11:10 AM P283 Base Bid Location 4: Bougainvillea Area Loc. No. Panel No. I Location Sidewalk Asphalt Concrete Curb Gutter Drive Approach Bid Qty Bid Q _BldQV, Bid Qty Length Width Total (SF) SF LF Length Width Total SF) 169 31 12694 Coral Tree 6 1 j 6 0 170 32 e/s Plum Way No Coral Tree 5 4 20 I 0 171 33 e/s Plum Way n/o Coral Tree 4 4 16 ( 0- 172 34 e/s Plum Way n/o Coral Tree 5 4 20 0 173 35 e/s Plum Way n/o Coral Tree 14 i 4 56 9 0 174 36 12667 Saffron Ct. 21 4 jj 1 84 I 0 175 37 12697 Saffron Ct. 33 4 132 0 176 38 12698 Saffron Ct. 20 4 80 0 177 39 12688 Saffron Ct. 10 4 ! 40 !� 0 178 I 39 12688 Saffron Ct. 10 5 50 0 179 39 12688 Saffron Ct. 10 4 40 0 180 ( 40 ttt 6655 Rosemarry Ct. 11 6 66 0 181 40 =6655R.semarry Ct. 14 4 56 0 182 41 6649 Rosemarry Ct. 16 4 64 1 0 183 42 6629 Rosemarry Ct. 27 [ 4 108 11 4 44 184 43 6616 Rosemarry Ct. 36 4 144 0 185 44 6626 Rosemarry Ct. 15 4 60 0 186 45 n/s Pistache w/o Rosemarry on Paseo 7 11 77 0 187 46 n/s Pistache w/o Rosemarry on Paseo 103 4 412 0 188 i 47 i 6607 Poppy Ct. 25 4 100 0 189 48 6616 Poppy Ct. 17 4 68 0 190 49 6616 Bamboo PI. 16 4 64 [( t I� 0 191 50 n/s Pistache e/o Citrus PI. 38 4 152 0 192 51 n/s Pistache e/o Citrus PI. 19 4 76 I II 0 193 52 n/s Pistache w/o Citrus PI. 46 4 184 0 194 53 6613 Orchid Ct. 10 4 40 0 195 53 6613 Orchid Ct. 10 5 I 50 0 196 54 6605 Orchid Ct. 22 4 I 88 i 0 197 55 6605 Orchid Ct. 7 4 28 0 198 56 n/e/c Pistache and Maidenhair Ct. 7 5 35 0 199 57 6647 Maidenhair Ct. 7 6 42 17 0 200 57 6647 Maidenhair Ct. 10 4 40 0 7 of 41 Bougainvillea, 11/13/2017 11:10 AM P284 Base Bid Location 4: Bou ainvillea Area Loc' No. Panel No. Location ' Sidewalk Asphalt Concrete Curb & Gutter drive Approach Bid qty Bid QtV Bid Bid Qty Length Width Total(SF)i SF LF Len#th Width Total S 201 58 6627 Maidenhair Ct. 10 4 40 0 202 59 6615 Maidenhair Ct. 94 1 36 0 203 60 12446 Lilac Ct. 12 7 84 0 204 61 12427 Lilac Ct. 29 4 116 0 205 62 12437 Lilac Ct. 112437 9 4 36 0 206 62 Lilac Ct. 10 I 5 50 0 207 63 w/s Peach PI n/o Tamarisk 15 4 60 0 208 63 w/s Peach PI n/o Tamarisk 17 3 51 0 209 63 w/s Peach PI No Tamarisk 11 4 44 0 210 64 Paseo w/s Peach PI No Tamarisk 6 6 36 0 211 65 12441 Tamarisk 18 4 72 0 212 66 12455 Foxglove 8 5 40 23 4 92 213 66 12455 Foxglove 12 4 48 0 214 67 w/s Peach PI n/o Bougainvillea 11 4 44 I jj I 0 1 215 68 6759 Peach PI. 18 4 72 0 216 69 12497 Tamarisk Dr. 59 4 236 0 111 217 70 Paseo next to 12497 Tamarisk Dr. 5 5 25 0 218 71 Paseo next to 12497 Tamarisk Dr. 70 6 420 0 219 72 e/s Peach PI n/o Tamarisk 27 4 108 0 220 73 le/s Peach PI n/o Tamarisk 7 5 35 0 221 74 6697 Peach PI. 21 4 84 0 222 75 6669 Peach PI. 18 4 72 ([ 0 2376 223—[— 7-6 Nasturtuim F12516im 16 16 4 4 64 64 iiI f!f0 III 224 77 12511 Nasturtuim 17 4 68 12 20 4 80 225 78 w/s Bougainvillea No Lantana 66 4 264 0 226 79 s/s Lantana w/o Bougainvillea 31 4 124 0 227 80 12522 Bouganvillea 9 4 36 0- 228 80 12522 Bouganvillea 10 5 50 I 0 229 81 12498 Bougainvillea, Paseo 46 6 276 0 230 82 12498 Bougainvillea 12 5 60 I 0 231 83 12498 Bougainvillea 6 4 24 0 232 84 12498 Bougainvillea 21 4 84 0 8 of 41 Bougainvillea, 11/13/2017 11:10 AM P285 Base Bid Location 4: Bougainvillea Area Loc. No. Panel No. location Sidewalk Asphalt Concrete Curb Gutter Drive Approach Bid Qty Bid Qty Bid Qty ---------- Bid Qty Length Width Total (SF) SF LF Length Width Total (SF) 2331 85 n/w/c Bougainvillea and Peach PI. 14 7 ( 98 III 0 234 86 n/w/c Bougainvillea and Peach PI. 11 I 4 44 0 Totals: 8,404 0 201 444 9 of 41 Bougainvillea, 11/13/2017 11:10 AM P286 Base Bid Location 5: Victoria Park lane Loc. No. 235 Panel No. 1 Location e/s VPL n/o Baseline Sidewalk Asphalt Concrete Curb Gutter Drive Approach Bid Qty Bid Qty Bld Bid Qty Length Width Total (SF),' 25 6 150 SF LF Length Width Total (SF) 0 236 2 e/s VPL n/o Baseline 5 4 ]� Ijj 20 I 0 iii 237 e/s VPL n/o Baseline 8 5 Ill 40 0 238 3 e/s VPL s/o Atwood St. 20 6 120 III 0 239 4 e/s VPL n/o Atwood St. 30 10 100 0 240 F twood St. 20 6 120 I 0 241 5 e/s VPL No Atwood St. 11 6 66 0 242 6 e/s VPL No Atwood St. 11 5 55 0 243 7 e/s VPL s/o Barberry 12 6 72 0 244 8 e/s VPL s/o Barberry 0 9 I 0 245 9 e/s VPL s/o Barberry 71 6 426 0 246 10 e/s VPL n/o Barberry 22 I 6 132 III I I ff 0 247 11 e/s VPL and Begonia Ct. 25 6 150 0 248 12 e/s VPL n/o Begonia Ct. 65 6 390 I I 0 249 13 e/s VPL s/o N. Victoria Windrows Loop 32 6 192 0 250 14 e/s VPL s/o N. Victoria Windrows Loop 20 6 I 120 111 0 251 15 n/s VPL e/o N. Victoria Windrows Loop 24 4 1796 0 252 16 n/s VPL e/o N. Victoria Windrows Loop 26 4 I 104 0 253 17 n/s VPL e/o N. Victoria Windrows Loop 23 4 92 0 254 I 18 n/s VPL e/o N. Victoria Windrows Loop^ 16 4 64 0 255 19 n/s VPL e/o N. Victoria Windrows Loop 11 4 44 0 256 20 n/s VPL e/o N. Victoria Windrows Loop 11 4 44 0 257 21 n/s VPL w/o N. Victoria Windrows Loop 20 4 80 0 258 I 22 �n/s VPL w/o N. Victoria Windrows Loop 16 I 4 64 0 259 n/s VPL w/o N. Victoria Windrows Loop 5 5 1 jj 25 0 260 23 n/s VPL w/o N. Victoria Windrows Loop 11 , 4 44 0 261 24 n/s VPL w/o N. Victoria Windrows Loop 64 4 256 0 262 25 n/s VPL w/o N. Victoria Windrows Loop 42 4 168 0 263 26 s/s VPL e/o Day Creek 11 6 66 0 264 27 s/s VPL e/o Day Creek 38 6 228 0 265 28 s/s VPL e/o Day Creek 16 4 64 0 266 29 s/s VPL e/o Day Creek 14 6 84 0 10 of 41 VPL, 11/13/2017 11:10 AM P287 Base Bid Location 5: Victoria Park Lane Loc. No. Panel No. Location Sidewalk Asphalt Concrete Concrete Curb & Gutter Drive Approach Qty Bid Qty Bid Qty Bid Qty Length Width Total SF! SF LF Length Width Total (SF) 267 30 s/s VPL e/o Day Creek 12 4 48 0 268 269 270 271 272 273 I 31 32 33 34 35 36 s/s VPL and Basswood Ct. s/s VPL e/o Basswood Ct. s/s VPL w/o Violet Ct. s/s VPL and Violet Ct. s/s VPL and Violet Ct. s/s VPL e/o Violet Ct. 23 14 20 17 18 11 4 111 6 6 6 ( 4 6 92 I 84 fI 120 I 102 72 66 I 1 I I I 0 0 I 0 ' 0 I 0 0 274 37 s/s VPL and Azalea Ct. 20 6 120 0 111 275 276 38 s/s VPL and Azalea Ct. Is/s VPL and Azalea Ct. 21 7 4 6 84 I 42 I 0 0 277 39 s/s VPL and Azalea Ct. 21 4 84 I I 0 278 Is/s VPL and Azalea Ct. 6 I 4 ( 24 I 0 279 40 s/s VPL e/o Azalea Ct. 10 6 I 60 0 280 I 41 Is/s VPL e/o Azalea Ct. 11 6 I 66 I 0 281 42 s/s VPL w/o Dahilia Ct. 11 6 66 0 282 43 s/s VPL and Dahilia Ct. 20 4 ( 80 I I 0 283 44 s/s VPL e/o Dahilia Ct. 22 6 132 0 284 45 w/s VPL and Tulip Ct. 12 4 I 48 I 0 285 286 46 47 w/s VPL and Tulip Ct. w/s VPL and Veronica Ct. 22 19 I 6 6 132 I 114 0 0 287 48 w/s VPL and Veronica Ct. 26 6 156 0 288 49 w/s VPL n/o Zinnia Ct. 23 I 6 j I 138 I I 0 E289F5Ow/s VPL n/o Zinnia Ct. 13 6 78 0 290Iw/s VPL n/o Zinnia Ct. 36 6 I 216 I I 0 291 52 w/s VPL n/o S. Victoria Windrows Loop 11 6 ILII 66 I 0 292 53 w/s VPL s/o S. Victoria Windrows Loop 14 6 84 0 293 54 Iw/s VPL s/o S. Victoria Windrows Loop 12 6 72 0 294 55 w/s VPL n/o Atwood St. 31 6 I 186 ii I 0 295 56 w/s VPL n/o Atwood St. 16 6 96 0 296 57 w/s VPL n/o Baseline 39 6 234 0 297 58 w/s VPL n/o Baseline 21 6 126 0 298 59 w/s VPL n/o Baseline 7 6 42 0 11 of 41 VPL, 11/13/2017 11:10 AM P288 Base Bid Location 5: Victoria Park Lane Loc No. Panel No. Location Sidewalk Asphalt Concrete Curb Gutter Drive Approach Bid Qty Bid Qty Length Width Total (SF) Bid Qty Bid 2ty, SF LF Leth Widih Total (SF) 299 60 n/w/c VPL and Baseline 5 9 I 45 300 61 n/w/c VPL and Baseline 6 8 48 0 Totals: 61899 0 9 0 12 of 41 VPL, 11/13/2017 11:10 AM P289 Base Bid Location 6: South Victoria Windrows Loo Loc. No. 301 Panel No. 1 Location w/s S. Victoria Windrows s/o VPL Sidewalk Asphalt Concrete Curb Gutter Drive Approach Bid Qty Bid Q Bid B(d Qty Length Width Total (SF) 9 6 54 SF LF Length Width Total (SF) 0 302 2 w/s S. Victoria Windrows s/o VPL 20 6 120 I I ! 0 I 303 3 w/s S. Victoria Windrows s/o VPL 13 6 78 0 304 4 w/s S. Victoria Windrows s/o VPL 10 6 60 III 0 305 5 w/s S. Victoria Windrows at Silktassel 40 6 240 0 306 6 W/s S. Victoria Windrows n/o Snapdragon 11 6 66 0 307 7 w/s S. Victoria Windrows s/o Snapdragon 36 6 216 0 308 8 w/s S. Victoria Windrows s/o Snapdragon 30 6 I 180 0 309 9 w/s S. Victoria Windrows s/o Snapdragon 10 6 60 0 310 10 111 w/s S. Victoria Windrows at Lily 30 6 180 0 311 11 w/s S. Victoria Windrows at Lily 7 6 42 I 0 312 12 w/s S. Victoria Windrows s/o Lily 118 6 708 I I 0 313 13 w/s S. Victoria Windrows at Blazing Star 10 6 60 0 314 14 w/s S. Victoria Windrows at Blazing Star 57 6 JJ 1 342I II !! I 0 315 15 w/s 5. Victoria Windrows at Blazing Star 0 36 0 316 16 w/s 5. Victoria Windrows n/o Sugargum 20 6 i 120 I 0 317 17 s/w/c S. Victoria Windrows at Sugargum 0 19 0 318 18 w/s S. Victoria Windrows s/o Sugargum 12 6 72 0 319 19 w/s S. Victoria Windrows s/o Sugargum 12 6 72 0 320 20 w/s S. Victoria Windrows at Jasmine 11 j 6 I 66 0 321 21 w/s S. Victoria Windrows at Jasmine 4 6 24 0 322 22 w/s S. Victoria Windrows s/o Jasmine 12 6 72 III i 0 323 23 w/s S. Victoria Windrows s/o Jasmine 12 6 72 0 324 24 n/w/c S. Victoria Windrows and Larkspur 31 6 186 11 0 325 24 n/w/c S. Victoria Windrows and Larkspur 13 8 104 0 326 24 n/w/c S. Victoria Windrows and Larkspur 0 5 0 327 24 n/w/c S. Victoria Windrows and Larkspur 9 6 54 0 328 25 s/s S. Victoria Windrows s/o Larkspur 33 6 198 0 329 26 s/s S. Victoria Windrows s/o Larkspur 9 6 54 0 330 27 s/s S. Victoria Windrows n/o Marigold 13 6 78 0 331 28 s/s S. Victoria Windrows s/o Marigold 43 6 258 0 332 29 n/s S. Victoria Windrows n/o VPL 11 4 44 0 13 of 41 S Victoria Windrows Loop, 11/13/2017 11:10 AM P290 Base Bid Location 6: South Victoria Windrows Loo Loc. Na Panel No. Location Sidewalk Asphalt Concrete Curb & Gutter Drive Approach Bid Qty Bid Qty Bid Bid Qty Length Width Total SF.)1 SF LF Length Width Total (SF) 333 30n/5 S. Victoria Windrows n/o VPL 11 4 I 44 0 334 I 31 ff In/s S. Victoria Windrows s/o Golden Rain 17 4 I 68 I I 0 335 32 n/s S. Victoria Windrows n/o Golden Rain 10 4 40 111 I 0 336 33 n/s S. Victoria Windrows n/o Golden Rain 10 4 40 I I 0 337 34 n/s S. Victoria Windrows at Columbine 11 4 44 0 338 339 35 36 e/s S. Victoria Windrows at Sugargum e/s S. Victoria Windrows n/o Columbine 28 19 4 4 112 76 —jI I 0 0 340 37 e/s S. Victoria Windrows n/o Columbine 19 4 76 iif 0 111111 341 342 38 39 e/s S. Victoria Windrows n/o Blazing Star e/s S. Victoria Windrows n/o Blazing Star 10 9 4 4 40 36 �It I 0 0 343 40 e/s S. Victoria Windrows n/o Blazing Star 0 19 0- 344 41 e/s S. Victoria Windrows s/o Buttercup 9 I 4 I 36 I 00 345 42 e/s S. Victoria Windrows at Buttercup 4 4 16 �j �1 0 346 I 43 e/s S. Victoria Windrows at Buttercup 29 ( 4 j ! 116 i I I 0 347 44 e/s S. Victoria Windrows n/o Buttercup 12 4 48 0 348 j 349 I I 45 46 e/s S. Victoria Windrows at Snapdragon e/s S. Victoria Windrows s/o VPL 19 91 I 4 4 III 76 364 I 0 0 Totals: 5,112 0 79 0 14 of 41 S Victoria Windrows Loop, 11/13/2017 11:10 AM P291 Base Bid Location 7: Carob Area Loc. No. 350 Panel No. 1 Location" 12254 Mint Ct. Sidewalk _ Asphalt Concrete Curb & Gutter Drive Approach Bid Qty Bid Q Bid Bid Qty _ Length Width Total(SF) 28 4 112 SF LF Length Width Total (SF) 0 351 2 12259 Mint Ct. 0 4 I 4 I 16 352 3 w/s Carob Ave s/o Wintergreen 23 4 92 0- 353 4 w/s Carob Ave n/o Wintergreen 23 4 92 II 0 354 I 5 12258 Wintergreen it 4 44 5 4 20 355 ( 6 tt� 12253 Wintergreen 35 4 140 ( 0 356 7 12271 Wintergreen 21 4 84 11 4 44 357 8 12275 Wintergreen 19 4 76 I 0 358 9 n/s Bellflower e/o Carob Ave. 6 4 ! 24 0 359 30 6853 Carob Ave. 15 7 105 3 4 I 4 {{ I 16 I 360 11 12327 Wintergreen 9 4 36 0 361 I 12 12349 Wintergreen 14 4 56 4 3 111 I 12 362 13 12300 Wintergreen 8 5 40 111 0 363 I 14 e/s Carob Ave s/o Mint Ct. 38 4 152 14 0 I 364 15 e/s Carob Ave s/o Mint Ct. 112346 13 4 52 0 365 16 Dais y Ct. I o 11 11 a as 366 17 12330 Daisy Ct. 10 4 ji I 40 I 0 367 18 e/s Carob Ave n/o Silverberry 16 4 64 9 0 368 19 12397 Thistle 0 4 4 16 369 20 12397 Thistle 16 5 80 4 0 370 21 12344 Thistle 0 13 0 371 22 'e/s Mimosa PI s/o Huckleberry Ct 63 4 252 0 372 23 e/s Mimosa PI s/o Huckleberry Ct 44 4 176 0 373 24 e/s Mimosa PI n/o Huckleberry Ct i 37 4 148 0 374 25 12331 Dove Tree Dr 6 7 42 0 375 26 12363 Dove Tree 11 4 44 0 376 26 12363 Dove Tree 10 ] 6 ! 1 60 _ 0 377 26 12363 Dove Tree 10 4 40 I 0 378 27 12385 Dove Tree Dr 31 4 124 0 379 27 12385 Dove Tree Dr 13 6 78 0 380 28 6571 Mimosa PI and Firehom St 20 4 80 0 381 28 6571 Mimosa PI and Firehom St 8 7 56 0 15 of 41 Carob, 11/13/2017 11:10 AM P292 Base Bid Location 7: Carob Area No. _ Panel ] No. Location Sidewalk Asphalt Concrete Curb Gutter Drive ApproachLoc. Bid Qty Bid Qty Bid Bid Qty Length Width Total (SF) SF LF _� Length Width TotalJSF) 382 ' 29 w/s Hazelnut Way n/o Dove Tree Dr 85 4 1 340 0 383 30 n/w/c Hazelnut Way and Dove Tree Dr 14 6 84 � jj I I 0 384 31 s/s Firehorn St e/o Hazelnut Way 7 5 35 0 385 31 s/s Firehorn St e/o Hazelnut Way 32 4 128 0 386 32 s/s Firehorn St w/o Hazelnut Way 39 4 156 0 387 33 s/s Firehorn St w/o Redbud PI 39 4 156 0 388 34 6592 Redbud PI 12 4 48 0 389 35 6598 Redbud PI 20 4 80 24 4 96 390 36 6597 Redbud PI 7 5 35 0 391 37 6597 Redbud PI 45 4 180 19 i 0 392 38 6587 Redbud PI 20 4 80 4 4 16 393 38 6587 Redbud PI 9 6 54 i I ! 0 394 38 6587 Redbud PI 2 4 8 0- 395 39 6539 Redbud PI 16 4 64 0 396 39 6539 Redbud PI 10 6 60 0 397 40 6552 Redbud PI 18 6 108 0 398 41 n/s Firehorn St w/o Redbud PI 19 4 76 0 399 42 n/s Firehorn St e/o Hazelnut Way 22 4 88 0 400 43 n/s Firehorn St and Hazelnut Way 20 4 80 0 401 I 44 n/s Firehorn St e/o Myrtle Ct 22 4 88 0 402P46 6532 Myrtle Ct 9 4 36 4 4 16 40316552 Myrtle Ct 13 4 52 1 [ I 0 404 47 6553 Mimosa PI 13 4 52 0 405 48 16533 Mimosa PI 10 4 40 0 406 49 6544 Mimosa PI 16 4 64 111 4 4 4 16 407 50 6596 Mimosa PI 19 4 76 0 408 51 6602 Mimosa PI 42 4 168 0 409 52 6676 Mimosa PI 9 4 36 { itt 0 410 53 6698 Mimosa PI 12 6 72 0 411 54 w/s Carob Ave n/o Silverberry St 20 4 80 0 412 55 6609 Palo Verde PI 0 6 7 5 35 413 56 6578 Palo Verde PI 0 10 7 70 16 of 41 Carob, 11/13/2017 11:10 AM P293 Base Bid Location 7: Carob Area Loc. No. 414 Panel No. 57 Location Sidewalk Asphalt Concrete Curb & ,. Gutter .... Bid [Ity LF priYe Approach - -- ---- - Bid Qty Length Width TotalSF) Bid Qty Bid Qty SF Length Total (SF) 6737 Palo Verde PI _Width 7 4 28 Totals: 5,041 0 83 417 17 of 41 Carob, 11/13/2017 11:10 AM P294 Base Bid Location 8: Site VW -15,12500 Nasturtium Loc. Panel No. Number�� 415 1 Sidewalk Bid Qty Length Width Total (SF) 12.00 6.00 72.00 Asphalt Concrete PCC Mow Curb Drive Approach Bid 2V _ _ Bid Qty Bid _Qt_y ____ T SF LF Length Width Total (SF) 0 416 2 6.00 9.00 54.00 0 417 3 6.00 10.00 60.00 0 418 4 6.00 9.00 54.00 0 419 5 6.00 9.00 54.00 0 420 6 6.00 10.00 60.00 0 421 7 6.00 9.00 54.00 0 422 # 8 13.00 I I 8.00 IIII 104.00 j I I! 0 423111 9 6.00 11.00 66.00 0 424 10 6.00 11.00 66.00 0 425 11 6.00 11.00 66.00 0 426 12 6.00 11.00 66.00 0 427 13 6.00 11.00 66.00 0 428 14 6.00 11.00 66.00 0 429 15 6.00 13.00 78.00 0 430 16 6.00 13.00 1 78.00 fr I 0 431 17 6.00 12.00 I [ 72.00 0 432 18 7.00 5.00 35.00 0 433 19 6.00 12.00 72.00 0 4341 20 6.00 11.00 66.00 ((( 0 435 21 6.00 13.00 78.00 0 436 22 6.00 5.00 30.00 0 437 23 9.00 7.00 63.00 0 438 24 4.00 4.00 16.00 0 439 25 4.00 8.00 32.00 0 18 of 41 VW -15,11/13/2017 11:10 AM P295 Base Bid Location 8: Site VW -15,12500 Nasturtium Loc. Panel No. Number 440 26 Sidewalk Asphalt Concrete PCC Mow Curb Drive Approach Bid Qty Bid Qty SF Bid Qty LF Bid Qty Length Width Total (SF) Length Width Total (SF) 6.00 10.00 60.00 0 441 27 6.00 10.00 60.00 I I 0 442 28 6.00 10.00 60.00 0 443 444 445 446 29 30 31 32 6.00 6.00 6.00 6.00 10.00 10.00 10.00 10.50 60.00 60.00 60.00 63.00 0 0 0 I 0 447 33 6.00 12.00 72.00 I I 0 448 34 6.00 12.00 72.00 0 449 35 6.00 10.00 60.00 0 450 36 6.00 10.00 60.00 0 451 37 6.00 10.00 60.00 0 2275.00 0 0 0 19 of 41 VW -15,11/13/2017 11:10 AM P296 Base Bid Location 9: Site VW -22A, 6670 Plum Loc. Panel No. Number Sidewalk Asphalt Concrete PCC Mow Curb Drive Approach Bid City rlength Bid_Qty Bid Qty_� _ Bid_Q_ty Len�th�Width Total S Width Total (SF) SF LF_ 452 1 10 6 60 10 6 60 453 2 W 454 3 10 6 60 455 4 10 6 60 456 5 10 6 60 457 6 10 I 6 60 458 7 10 6 60 459 8 10 6 60 460 11 11 4 44__- 461 12 11 4 44 462 13 12 4 48 111 463 14 11 4 44 464 15 9 4 36 465 16 11 7.5 82.5 466 17 10.5 6 k 63 467 18 10.5 6 63 468 19 10 6 60 469 20 10 6 60 470 21 10 6 60 471 22 10 6 60 472 23 10 6 60 473 ; I 24 10 6 60 474 25 11 6 66 475 26 9 6 54 476 27 11 6 66 20 of 41 VW -22 A, 11/13/2017 11:10 AM P297 Base Bid Location 9: Site VW -22A, 6670 Plum Loc. Panel No. Number__ Sidewalk Asphalt Concrete PCC Mow Curb Drive Approach Bid Qty Bid Qty Qty__ Bid Qty Length Width Total (SF). Length Width Total (SF) SF _Bid LF 477 28 10 6 60 4781 29 10 6 60 479 30 11 6� 66 ! Totals 1636.5 0 0 0 21 of 41 VW -22 A, 11/13/2017 11:10 AM P298 Base Bid Location 10: Site VW -2213, 6670 Plum Loc. Panel No. Number Sidewalk _ Bid QtyBid Asphalt Concrete PCC Mow Curb Drhve Approach _ Bid Qty Qty _ Length Width Total (SF) SF LF LenFth Width Total (SF) 480 31 32 33 11 6 66 rYYYY YYY � i 481 11 6 66 482 8 6.5 52 483 34 9 6 54 484 35 9 6 54 485 36 10 6 60 486 37 10 6 60 487 38 10 6 60 488 39 9 6 54 489 490 40 41 9 10 6 6 54 60 491 42 10 6 60 492 43 9 6 54 III 493 44 9 6 54 494 45 10 6 1 60 60 48 495 46 10 6 496 47 8 6 497 48 8 6 48 498 49 8 6 48 499 50 8 6 48 I 500 51 8 6 48 501 52 8 6 48 _ ~~ !!! 502 53 8 6 48 503 54 8 6 48 504 55 8 6 48 22 of 41 VW -22 B, 11/13/201711:10 AM P299 Base Bid Location 10: Site VW -22B, 6670 Plum Loc. Panel No. Number Sidewalk Asphalt Concrete PCC Mow Curb Drive Approach Bid Qty _ _ Bid Qty Bid Qty _ Bid Qty Length Width Total (SF) SF LF Length Width Total (SF) 505 56 8 6 48 506 57 8 6 48 507 58 8 6 48 508 59 8 6 48 509 60 8 6 48 510 61 8 6 48 511 62 8 6 48 -------------- --------- 512 63 8 6 48 III I 513 64 8 6 48 514 65 8 6 48 515 66 6 6 36 Totals 1876 0 0 0 23 of 41 VW -22 B, 11/13/201711:10 AM P300 Base Bid Location 11: S ruce Park, 7730 Spruce I Sidewalk Asphalt Curb �� Approach Loc. Panel { Edon Concrete Gutter No. No. I !!t I Bid Qty Bid Qty Bid Cq Bid Qty Length Width Total SF I LF Length Width Total (SF) 516 1 f New flatwork by BB and Bellfield 36 j 16 576 0 Totals: 576 0 0 0 24 of 41 Spruce Park, 11/13/2017 11:10 AM P301 Base Bid Location 12: West Greenway Park, 7755 Meadowcrest Sidewalk Asphalt Curb Drive Approach Loc. ' Panel location Concrete Gutter No. No. Bid Qty Bid Qty Bid qty Bid City Length Width Total (SF) Length Width Total (SF) SF LF 517 1 JAdjacent to Restroom 7 13 91 0 518 2 Adjacent to Entrance 15 17 255 n Totals: 346 0 0 25 of 41 West Greenway, 11/13/2017 11:10 AM P302 Additive Bid 1: Sliverberry Area Loc. No. 519 Panel No. 2 Location n/w/c Silverberry and N. Victory Windrows Loop Sidewalk Asphalt Concrete Concrete Curb & Gutter Drive Approach Bid Qty Qty Bid Qty Bid M Length Width Total SFi SF LF Length WidthhTTotaiSF) 26 6 156 O 520 521 522 523 f 1 4 1111 5 6 7 n/s Siverberry e/o Palo Verde PI. n/s Siverberry e/o Day Creek Blvd s/s Silverberry e/o Palo Verde s/s Silverberry e/o Palo Verde 54 5 22 11 6 4 4 4 324 I 20 88 I 44 I I 0 0 I 0 0 524 8 III s/s Silverberry e/o Palo Verde 11 4 ( 44 iii 0 525 9 s/s Silverberry w/o Carob 12 4 48 0 526 10 s/s Silverberry and Carob 11 8 88 [ ( 0 527 s/s Silverberry and Carob 14 11 154 0 528 s/s Silverberry and Carob 9 ( 4 36 0 Totals: 1,002 0 0 0 26 of 41 Silverberry, 11/13/2017 11:10 AM P303 Additive Bid 2: Locust Area Loc. No. 529 Panel No. 1 Location ! jw/s Locust s/o Highland Sidewalk Asphalt Concrete Curb & Gutter Drive Approach Bid Qty Bid Qty Bid Qty Bid Qty Length Width Total (SF) 21 6 126 SF LF Length Width Total (SF) 0 530 1 II Iw/s Locust s/o Highland 4 9 ( 36 III I 0 531 2 w/s Locust s/o Highland 18 6 108 532 3 w/s Locust s/o Highland 22 6 132 I 0 533 4 w/s Locust s/o n/o N. Victoria Windrows Loop 145 6 870 III I 1 I 0 Totals: 1,272 0 0 0 27 of 41 Locust, 11/13/2017 11:10 AM P304 Additive Bid 3: Morning Glary Area Loc. No. 534 Panel No. 1 € Location 11 12576 Morning GloryDr Sidewalk Asphalt Concrete Curb & Gutter Drive Approach _ __ Bid Qty ��' Bid Qty Bid Bid Qty Length i Width Total (SF) 34 ' 4 136 SF LF Length Width Total (SF) 0 535 2 112548 Morning Glory Dr 16 4 64 {{{ I 0 536 3 12526 Morning Glory Dr 17 6 102 0 537 4 12526 Moming Glory Dr 11 4 44 0 538 5 12504 Morning Glory Dr 15 6 1 90 0 539 6 w/s Twinspur n/o Moming Glory Or 73 jj 4 i 292 0 540 7 e/s Primrose and Silk Oak 79 4 316 0 541 8 12405 Silk Oak 7 4 28 0 542 9 w/s Primrose s/o Silk Oak 42 4 168 0 543 10 w/s Primrose n/o 6556 Primrose 23 4 92 0 544 11 s/s Morning Glory Dr w/o Primrose 21 4 84 I 0 54512 6578 Twinspur 0 4 ( 4 16 546 13 6596 Twinspur 11 5 55 0 547 14 16577 Twinspur 11 I 5 I 55 0 548 14 6577 Twinspur 13 4 52 0 549 15 s/s Morning Glory Dr w/o Twinspur 13 E; I 6 I 78 16 0 550 15 s/s Morning Glory Dr w/o Twinspur 8 4 32 0 551 16 6591 Dogwood PI 25 ! 4 I 100 0 552 16 6591 Dogwood PI 10 5 50 0 553 16 6591 Dogwood A 12 4 48 0 554 17 6557 Dogwood PI 9 6 54 0 555 18 12537 Morning Glory Dr 20 4 80 0 556 19 w/s Elderberry s/o Morning Glory Dr 23 4 92 0 557 20 6576 Elderberry 23 4 92 0 558 I 21 6575 Elderberry 12 [ [ 4 48 0 Totals: 2,252 0 16 16 28 of 41 Moming Glory Dr, 11/13/2017 11:10 AM P305 Additive BIO Loc. Panel No. No. Location_ 559 1 e/s Rockrose Ave n/o N. Victoria Windrows Loop S. _... _ Bid Qty Asphalt :oncrete Bid Qtv SF Curb & Gutter Drive Approach Bid Bid Qty Length Width Total (S i 30 4 120 LF Length Width Total (SF) 0 560 j I 2 le/s Rockrose Ave s/o Coriander 19 4 I 76 i 1 0 561 3 e/s Rockrose Ave s/o Coriander 19 4 76 0 562 4 e/s Rockrose Ave s/o Coriander 30 4 120 0 563 5 e/s Rockrose Ave s/o Coriander 21 4 84 0 564 6 s/e/c Rockrose Ave and Coriander 7 14 98 I 0 565 s/e/c Rockrose Ave and Coriander 23 4 92 0 566 7 e/s Rockrose s/o Highland 60 4 240 0 567 e/s Rockrose s/o Highland 6 1 6 0 568 9 s/w/c Rockrose and Highland 25 6 150 36 ] 1 2 0 569 10 w/s Rockrose s/o Highland 0 11 0 570 11 w/s Rockrose n/o Morning Glory Dr. 21 6 126 i i 0 571 12s/w/c Rockrose and Morning Glory Dr. 9 4 36 0 572 Is/w/c Ill Rockrose and Morning Glory Dr. 9 6 54 i I 0 573 EEE 13 -/s Rockrose s/o Morning Glory Dr. it 6 66 f 111 0 Totals: 1,344 0 47 0 29 of 41 Rockrose, 11/13/2017 11:10 AM P306 Additive Bid 5: Coriander Area Loc. No. 574 Panel No. 1 Location_ s/s Carissa Ct e/o Arabis Sidewalk Bid Qty Length Width Total (SF) 66 4 264 Asphalt Concrete Curb & Gutter Drive Approach Bid Q Bi gy Bid Qty SF LF Length Width Total (SF) 0 575 2 Is/s Carissa Ct w/o Sevilla PI 44 I 4 176 I I 0 576 3 n/s Camphor w/o Sevilla PI 12 4 48 III 0 577 4 12756 Camphor Ct 6 3 18 0 578 5 112765 Camphor Ct 30 4 120 0 579 6 1w/s Sevilla PI s/o Camphor Ct 34 4 136 0 580 7 6659 Sevilla PI 25 4 100 0 581 8 12823 Carissa Ct 11 4 44 3 4 12 582 9 12833 Carissa Ct 12 4 48 I I 0 Totals: 9540 0 12 30 of 41 Coriander, 11/13/2017 11:10 AM P307 Additive Bid 6: Basil Area Loc. No. 583 Panel No. 1 Location 12759 Camassia Ct Sidewalk Asphalt Concrete Curb Drive Approach Bid Qty 8_ id Qt _ _Gutter B_id_yt �W Bid Qty Length Width Total (SF) 12 4 48 SF LF 11 Length Width Total (SF) 0 584 2 111 �w/s Santolina PI s/o Camassia Ct 40 4 I 160 I I 0 585 2 w/s Santolina PI s/o Camassia Ct 8 1 8 0 586 3 12744 Kalmia St 8 4 32 I 0 587 4 6755 Santolina PI 4 4 16 0 588 4 6755 Santolina PI 8 1 8 I 0 589 4 6755 Santolina PI 18 4 72 0 590 5 6719 Santolina PI 23 4 I 92 0 591 6 6647 Santolina PI 20 4 80 0 592 6627 Santolina PI 18 y 4 72 0 593 j (�7 8 6648 Santolina PI 35 4 140 0 594 9 6648 & 6658 Santolina PI 42 4 168 4 3 12 595 10 6668 Santolina PI 23 4 92 0 Totals: 988 0 11 12 31 of 41 Basil, 11/13/2017 11:10 AM P308 Additive Bid 7: Goldenrein Area Loc. No. 596E Panel No. 1 _ Location e/s Golden Rain n/o S. Victoria Windrows Sidewalk Asphalt Concrete Curb _Gutter... BId Q�t r Drive Approach _ Bid Qty _ Length Width Total (SF) 4 4 16 _"Y �� Bid Qty BidQty Length Width Total (SF) 5 4 4 20 SF LF 597 2 12497 Zinnia 23 4 0 598 3 e/s Golden Rain No Columbine 31 4 124 0 599 4 12492 Veronica 30 4 S 120 j # 0 I 600 5 12482 Veronica 12 6 i 72 4 4 16 601 6 12483 Tulip 6 4 24 0 602 7 12483 Tulip 22 4 88 4 4 16 603 8 n/e/c Dahlia and Golden Rain 10 4 40 0 604 8 n/e/c Dahlia and Golden Rain 13 8 104 0 605 8 n/e/c Dahlia and Golden Rain 10 4 jj 1 40 I 0 606 9 6911 Dahlia 19 4 76 0 607 10 6930 Dahlia 71 4 284 0 608 11 n/s Silktassel e/o Azalea 10 4 40 0 609 12 6922 Azalea 13 4 52 I 0 610 13 n/s Silktassel w/o Azalea 19 4 76 0 611 14 12403 Silktassel 22 4 88 0 612 15 12435 Silktassel 15 4 60 0 613 16 jw/s Buttercup s/o Silktassel 18 8 144 0 614 17 w/s Buttercup s/o Silktassel 0 10 0 615 I 18 w/s Buttercup s/o Silktassel 44 4 — 176 0 616 19 12414 Buttercup 15 4 j 60 1 3 4 12 617 20 12414 Buttercup 11 4 44 [[ E 0 618 21 s/e/c Silktassel @ Buttercup 8 10 I 80 0 619 21 s/e/c Silktassel D Buttercup 10 4 40 1 E 0 620 21 s/e/c Silktassel@ Buttercup 16 8 128 11 0 621 22 s/s Silktassel w/o Buttercup 11 4 44 11 0 622 23 s/s Silktassel w/o Buttercup 25 4 100 4 4 16 623 24 6984 Silktassel 19 I 4 76 0 624 24 6990 Silktassel 28 4 112 28 4 112 625 25 12448 Columbine Wy. 49 4 196 I 0 626 26 12436 Coumbine Wy. 15 6 90 0 627 27 12406 Columbine Wy. 3 4 12 0 32 of 41 Goldenrain, 11/13/2017 11:10 AM P309 Additive Bid 7: Goidenrain Are Loc. No. Panel No. Locabon Sidewalk Asphalt Concrete Curb & Gutter Drive Approach Bid Qty Bid QtV Bid Qty Bid Qty Length Width Total (SEL ^^ SF LF Le Width Total (SF) 628 28 s/o 12406 Columbine Wy. 11 4 44 0 629 29 s/o 12406 Columbine Wy. 6 4 j1 f 24 I 0 630 30 s/o 12406 Columbine Wy. 16 4 64 0 631 31 s/s Columbine Wy w/o Columbine Ct. 39 4 156 j I I 0 632 35 s/o 7026 Columbine Ct. 35 4 140 0 633 36 7017 Columbine Ct. 12 5 60 ! 1 0 634 37 7048 Goldenrain 8 7 56 23 4 92 635 37 7048 Goldenrain 7 4 28 I I� 0 636 38 n/w/c Larkspur & Ironbark 22 8 176 0 637 39 n/e/clronbark &Jasmine 35 4 1 140 I 0 III 638 40 [7081 Jasmine 0 12 4 48 639 41 7059 Marigold 16 4 III 64 44 I 4 16 640 42 12472 Ironbark 10 4 40 19 8 I 4 32 641 43 n/e/c Larkspur & Ironbark 10 4 40 16 I 0 ttt 642 44 7077 Larkspur 8 4 32 0 643 45 7057 Larkspur 6 4 I 24 I 0 Totals: 3,698 0 67 376 33 of 41 Goldenrain, 11/13/2017 11:10 AM P310 Additive Bid 8: Basswood Area Loc. 644 Panel 1 Location 7072 Crocus Sidewalk Asphalt Concrete Curb & Gutter Drive Approach Bid Qty Length Width Total 0 _ Bid Qty Y Bid Qty Bid QtV Length Width 1 Tota I(SF)] 35 4 I 140 SF LF 645 2 n/e/c Sweetgum & Geranium 7 6 42 16 I 0 646 2 n/e/c Sweetgum & Geranium it 4 44 0 647 2 n/e/c Sweetgum & Geranium 15 4 60 0 648 3 7089 Geranium 4 4 16 0 649 4 7073 Geranium 6 4 24 0 650 5 e/s Geranium s/o Sugargum 11 4 44 0 651 6 n/s Sweetgum w/o Geranium 12302 Sweetgum 4 4 16 0 652 7 40 4 160 0 6538 12317 Sweetgum 13 4 52 0 654 9 12361 Sweetgum 5 4 20 5 4 20 655 10 12365 Sweetgum 0 5 4 20 656 11 7089 Iris 0 13 4 52 657 11 7083 Iris 5 4 20 5 13 I 4 a Iii 52 658 12 7077 Iris 5 4 20 21 4 84 659 13 s/e/c Iris & Sugargum 7 8 56 0 660 14 e/s Basswood n/o Sugargum 20 4 80 I 0 661 15 12409 Blazing Star 6 4 24 0 662 16 12409 Blazing Star 0 6 4 24 663 17 12427 Blazing Star 7 4 28 I ! I 0 664 18 12431 Blazing Star 12 4 48 12 4 48 665 19 s/s Lily e/o Basswood 17 7 119 I 0 666 19 s/s Lily e/o Basswood 20 4 80 i 0 667 20 12423 Lily 9 f ! 4 36 I 0 668 21 12433 Lily 0 12 4 48 669 22 n/o 12445 Lily 13 4 52 0 670 23 111 s/o 12440 Lily 7 4 28 0 671 24 12424 Lily j I 0 8 0 672 25 12424 Lily 4 4 16 21 4 84 673 26 12407 Snapdragon ! 0 21 4 84 674 26 12413 Snapdragon 16 4 64 0 675 27 6931 Violet 9 4 36 0 34 of 41 Basswood, 11/13/2017 11:10 AM P311 Addttive Bid 8: Basswood Area Loc. No. Panel No. Location Sidewalk Asphalt Concrete Curb Gutter Exive Approach -- Bid Qty Bid Qty Bid Qty — Bid Qty Le h Width Total SF) SF LF Length Width Total (SF) 676 27 6931 Violet 5 E7 35 0 677 28 6932 Violet 0 17 4 68 678 29 6932 Violet 13 7 91 0 679 30 n/s Snapdragon w/o Violet 21 4 84 0 680 31 6914 Basswood 7 10 6 4 42 40 4 4 16 0 681 32 12384 Snapdragon 682 33 n/sSnapdragon w/o Basswood 84 4 336 0 683 34 12361 Snapdragon 13 4 52 4 4 16 684 35 12376 Uly 7 6 42 0 685 36 12376 Lily 7 4 28 11 4 I 44 686 37 12365 Lily 7 4 28 20 4 80 687 38 12377 Lily 7 6 42 0 688 38 12377 Lily 6 4 24 0 689 38 12383 Lily 5 I 4 20 11 4 I 44 690 39 16986 Basswood 9 I 4 36 I 0 691 40 6996 Basswood 4 4 I 16 4 I 4 16 692 41 7008 Basswood 11 6 66 0 693 42 7028 Basswood 11 7 77 0 694 43 12378 Blazing Star 23 4 92 4 4 16 695 44 12372 Blazing Star 10 4 40 0 696 45 12366 Blazing Star 12 4 48 0 697 46 12353 Blazing Star 6 11 1 66 4 rr III F 4 16 698 47 12387 Blazing Star 5 4 20 10 4 40 699 48 Basswood s/o Blazing Star 11 4 44 # i 0 1 700 49 IIw/s !w/s Basswood n/o Sugargum 18 4 72 I 0 701 50 7056 Fontaine 15 4 60 0 702 51 7082 Fontaine 0 11 7 77 703 52 7099 Fontaine 8 4 32 I 0 704 53 7099 Fontaine 17 4 68 0 705 54 7089 Fontaine it 4 44 0 706 55 7089 Fontaine 0 13 0 707 56 7059 Fontaine 7 4 28 11 4 44 35 of 41 Basswood, 11/13/2017 11:10 AM P312 Additive Bid 8: Basswood Area Loc. No. Panel No. Location Sidewalk Asphalt Concrete Curb Gutter Drive Approach Bid Qty B(d;Q Bid Qty _ Bid Qty Length Width Total SFI SF LF _ Length Width Total (SF) 708 57 [7:02:5:F:.nt:.ine- I 0 11 7 77 709 1 58 17025 Fontaine 12 1 4 ' 48 I 1 1 0 710 1 59 7009 Fontaine 1 1 0 11 7 77 711 60 7009 Fontaine 16 1 4 1 64 1 1 0 {� 712 61 ( 16917 Fontaine 0 3 I 7 21 713 62 16917 Fontaine 27 4 1 108 III 1 1 0 714 63 6910 Fontaine 10 4 40 ,iii 715 1 64 6952 Fontaine 11 4 44 1 1 0 716 1 65 6952 0 3 I 7 21 Totals: 3,302 0 42 1,189 36 of 41 Basswood, 11/13/2017 11:10 AM P313 Additive Bid 9: Sugarpm Area Loc. No. 717 Panel No. 1 Location n/s Sugar Gum w/o S. Victoria Windrow Sidewalk Asphalt Concrete Curb & Gutter Drive Approach Bid Qty _ Length Width Total (SF) 0 Bid qty_ Bid Qty Bid QtT _ Length Width fJ Total (SF) 22 6 132 SF LF 718 ' ' 2 { In/s Sugar Gum w/o S. Victoria Windrow 10 6 60 # 111 I 0 719 3 n/s Sugar Gum between Iris and Basswood 0 12 0 720 4 n/s Sugar Gum between Iris and Basswood 11 6 I 63 I 0 721 5 n/s Sugar Gum between Iris and Basswood 19 6 I 111 0 722 7 —....... _ ............. _.... _.._ _. n/w/c Sugar Gum and Basswood 12 8 96 III 0 723 8 n/s Sugar Gum between Basswood and Fontaine 21 6 126 0 724 9 n/s Sugar Gum between Basswood and Fontaine 0 40 0 725 10 n/s Sugar Gum between Basswood and Fontaine 25 4 98 0 726 11 n/s Sugar Gum w/o Fontaine 17 4 68 0 727 12 n/s Sugar Gum w/o Fontaine 8 4 32 jj I 0 II 728 13 s/s Sugar Gum e/o Fontaine 31 4 124 0 729 14 s/s Sugar Gum e/o Fontaine 0 13 0 730 15 12305 Sugar Gum I 0 7 j 1 22 1 154 731 16 s/s Sugar Gum w/o Iris 10 4 I 40 0 732 17 s/s Sugar Gum w/o Iris 11 4 I 44 0 733 18 s/s Sugar Gum w/o Iris 15 4 60 0 734 19 12395 Sugar Gum 31 4 124 0 735 20 12395 Sugar Gum 12399 Sugar Gum 12399 Sugar Gum 8 4 32 0 736 21 13 4 52 0 737 22 1 0 7 23 161 738 23 12399 Sugar Gum 7 4 28 0 Totals: 1,290 0 64 315 37 of 41 Sugargum, 11/13/2017 11:10 AM P314 Additive Bid 10: TIpu Area Loc. No. 739 Panel No. 1 Location 6912 Tipu PI Sidewalk Asphalt Concrete Curb Gutter APp�c Bid Qty Length Width Total (SF) 0 Bid Qry Bid Q L Bid 2q Length Width Total (SF) 12 4 48 SF LF 740 2 12566 Begonia 12 I 4 48 4 4 16 741 3 12565 Begonia 4 4 16 0 742 3 12565 Begonia 9 5 45 ! 111 0 743 4 12597 Begonia 11 4 44 0 744 5 w/s Tipu s/o Begonia 5 5 25 0 745 5 w/s Tipu s/o Begonia 29 4 116 0 746 6 12558 Barberry 20 4 80 0 747 6 12558 Barberry 10 5 50 0 748 7 12577 Barberry 11 4 44 1 I 0 749 8 12556 Daphne Dr 12 4 48 111 0 750 9 w/s Rosewood PI s/o Daphine Dr 10 4 40 ! i 0 751 10 12613 Fuchsia Dr 23 4 I 92 0 752 11 112623 Fuchsia Dr 13 4 52 1 !11 1 0 I 753 12 12655 Fuchsia Dr 31 4 124 0 754 13 12647 Daphine Dr 18 4 72 i 0 I 755 14 12655 Daphine Dr 24 4 96 0 756 15 12655 Daphine Dr 12 4 48 0 Totals: 1,088 0 0 16 38 of 41 Tipu, 11/13/2017 11:10 AM P315 Additive Bid 11: Site VW -2B, 7176 Etiwanda Loc. Panel No. Number Sidewalk Asphalt Concrete PCC Mow Curb Drive Approach Bid Qty Bid Q Bid Qty Bid Qty Len h Width Total (SF) Len h .Width Total{SF) SF LF 757 1 11.5 6 69 758 2 it 6 66 759 3 13 6 78 760 4 10 6 60 761 5 10 6 60 762 6 10 6 60 763 7 10 6 60 764 8 10 6 60 j ((( 765 9 10 6 60 766 10 10 6 60 767 11 8 6 48 Totals 681 0 0 0 39 of 41 VW -2B, 11/13/201711:10 AM P316 Additive Bid 12: Vinta a Park A, 11745 Victoria Park Lane Loc. Panel No. Number Sidewalk Asphalt Concrete PCC Mow Curb Drive Approach _ Bid City _ Bid Qty Bid�Qty _ _ Bid City Len h Width Total (SF) SF LF Length Width Total (SF) 7681 1 9 8 72 769 2 9.5 8 76 770 3 11 8 88 771 4 10.5 8 84 772 5 9 8 72 773 6 7.5 8 60 774 7 10.5 8 84 775 8 9 7.5 67.5 776 9 11 9 99 777 10 11 8 88 778 11 12 8 96 779 12 13.5 10 135 Totals 1021.5 0 0 0 40 of 41 Vintage A, 11/13/2017 11:10 AM P317 Additive Bid 13: Vinta a Park B, 11745 Victoria Park Lane Loc. Panel No. Number Sidewalk Bid Qty .. _ Length _ Width Total (SF) Asphalt Concrete Bid Qty PCC Mow Curb Drive Approach Bid Qty __ Bid Qty rTotal SF LF Length Width SF) 1 9 8 72 F781 2 9.5 8 76 j 782 3 11 8 88 783 4 10.5 8 8 84 784 5 9 72 785 6 7.5 8 60 786 7 10.5 8 84 i 787 8 9 7.5 67.5 788 9 11 9 99 789 10 11 8 88 790 11 12 8 96 791 12 13.5 10 135 792 13 10 8 80 793 14 8 6 48 794 15 8 8 64 795 16 8.5 7.5 63.75 796 17 11.5 7.5 86.25 797 18 10 8 80 798 19 10 8 80 799 20 11 8 88� [[[ 800 i 21 12 10.5 126 801 22 11 8 88 802 23 13.5 9.5 128.25 803 24 11.5 10.5 120.75 Totals 2074.5 0 0 0 41 of 41 Vintage B, 11/13/201711:10 AM P318 APPENDIX 5 ADA Ramp Drawings _ � is _ y' y • �� � tai s'• Y � . � --' • .��r�4I� �. !"� �_ �!� ^ � � - ' • �� -'� -# "i '� ` ,r.' <J : �.�. ° s. 4'. 3-� .. - - zc7 �'r. j ..` .rte , ./ �A _����.*� R. moi•"-� �;-'t� `',•. y �'& � �' L•` ,�rx��� � � .� w - � - .n F:.Y � Late a .. rq - �� ` y •-.;�•'y .y^ � � i�11i j� .,r � � ars i!'!� �.. ' g �Jf►i +�` � F � '6 � rd i�'!r .� •C ^'-.«�,r �r - it - "�.r - :ti,.. -- Y • . indrow Curb Ramp Area won or 4�137 jor ar � •� .fir: Fr y P320 PIS TACHE Sr. s NOTES: 1. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20 (5%). GUTTER PAN SLOPE SHALL NOT EXCEED 1' OF DEPTH FOR EACH 2'-0' OF WIDTH. 2. GROOVES ARE NOT REQUIRED ON RAMPS CONSTRUCTION NOTES CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102, OR AS MODIFIED PER PLAN LEGEND INSTALL TRUNCATED DOME PER CITY STD. 102 (YELLOW COLOR) NEW PCC CONSTRUCT 4' THICK PCC SIDEWALK PER CITY STD. 103 4o- TRUNCATED DOME SAWCUT AND REMOVE EXISTING MATCH EXISTING ® GRIND AC/PCC 10 CONSTRUCT 6' WIDE RETAINING CURB, HEIGHT PER PLAN NEW AC CITY OF -RANCHO CUCAMONGA SEC PISTACHE ST. AND BOUGAINVILLEA WY.RAMP 1 .. 114 V 1 G41: 1. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20 (5%). GUTTER PAN SLOPE SHALL NOT EXCEED 1' OF DEPTH FOR EACH 2'-0' OF WIDTH. 2. GROOVES ARE NOT REQUIRED ON RAMPS P321 CONSTRUCTION NOTES 1� CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102, OR AS MODIFIED PER PLAN o- INSTALL TRUNCATED DOME PER CITY STD. 102 (YELLOW COLOR) LEGEND 3o- CONSTRUCT 4' THICK PCC SIDEWALK PER CITY STD. 103 NEW PCC 0- SAWCUT AND REMOVE EXISTING MATCH EXISTING °o°o° TRUNCATED DOME 7O- CONSTRUCT CURB AND GUTTER PER CITY STD. 104. TYPE A3-8 GRIND AC/PCC UNLESS OTHERWISE NOTED NEW CLASS C2 AC PAVEMENT OVER EXISTING (CLEAN BASE) NEW AC 10 CONSTRUCT 6' WIDE RETAINING CURB, HEIGHT PER PLAN �rCITY OF RANCHO CUCAMONGA NAVURRIAM OR. SEC NASTURTIUM DR. AND BOUGAINVILLEA M. RAMP 2 P322 NOTES: CITY OF RANCHO CUCAMONGA 1. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD TC) BCR TBM SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 NWC PEACH ST. AND BOUGAINVILLEA WY. I'(10.00 (9.50 FL) BCR TBM RAMP 3 EXCEED 1' OF DEPTH FOR EACH 2'-0' OF WIDTH. 3 5 I RAMP DOWN 1 �/ 4 Ol — CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102, 8.337E MAX. INSTALL TRUNCATED DOME PER CITY STD. 102 (YELLOW COLOR) CONSTRUCT a THICK PCC SIDEWALK PER CITY STD. 103 Sill SAWCUT AND REMOVE EXISTING NEW PCC 9.46 FS 1 °o°o° TRUNCATED DOME CONSTRUCT CURB AND GUTTER PER CITY STD. 104, TYPE A3-8 ® GRIND AC/PCC 4 CF .42 10 CONSTRUCT 6' WIDE RETAINING CURB, HEIGHT PER PLAN 10 B 9.42 FS a 6 4 CF 2 P nnwN REMOVE ANDA -14 8.33X MAX. 4 5 REINSTALL FREE RAMP A• STANDING BRICKS X MAX•° 1 O MAX. o ^ ° 0 1 3 a 0 CF 9.2 FS) 9.36 FS �'c 2' FROM FL 5 4• ,a . E '• m 9.19 FS) V T 2' FROM FL 9.11 FL 4^W �F SEE NOTE 1 NOTES: CITY OF RANCHO CUCAMONGA 1. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 NWC PEACH ST. AND BOUGAINVILLEA WY. INCHES OF THE CURB RAMP SHALL NOT BE STEEPER 801JGAINWLLEA NSA Y THAN 1:20 (5X). GUTTER PAN SLOPE SHALL NOT RAMP 3 EXCEED 1' OF DEPTH FOR EACH 2'-0' OF WIDTH. 2. GROOVES ARE NOT REQUIRED ON RAMPS CONSTRUCTION NOTES Ol — CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102, OR AS MODIFIED PER PLAN INSTALL TRUNCATED DOME PER CITY STD. 102 (YELLOW COLOR) CONSTRUCT a THICK PCC SIDEWALK PER CITY STD. 103 LEGEND SAWCUT AND REMOVE EXISTING NEW PCC MATCH EXISTING °o°o° TRUNCATED DOME CONSTRUCT CURB AND GUTTER PER CITY STD. 104, TYPE A3-8 ® GRIND AC/PCC UNLESS OTHERWISE NOTED 8O— NEW CLASS C2 AC PAVEMENT OVER EXISTING (CLEAN BASE) NEW AC 10 CONSTRUCT 6' WIDE RETAINING CURB, HEIGHT PER PLAN CITY OF RANCHO CUCAMONGA NWC PEACH ST. AND BOUGAINVILLEA WY. RAMP 3 P323 (10.00 TC) ECRM 3 (9.50 FL) ECR 711 1 5 RAMP DOWN 4 5% MAX. "J 3 1 9.92 FS ,p. FS V 3 SEE NOTE 3 FS W3 107L MAX 10 RAMP DOWN 7G MAX. o 0, RAMP DOWN 5 4 6+, ° ox MAX. (9.56 FL) a ° o 5 G e 9. 3 0 9.64 FS 4 5 vM 2' FROM FL 2 �°G ❑ SEE NOTE 1 _ 9.65 FS BH-- 2' FROM FL 1Ox MAX— (9.57 FL 7 0 CF s NOTES: 1. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IATELY NT TO AND ITHIN 24 BOUGA/NW LEA WA Y INCHES OF IMMTHEC URB R MP SHALL NOT BE STEEPER THAN 1:20 (5X). GUTTER PAN SLOPE SHALL NOT EXCEED 1' OF DEPTH FOR EACH 2'-0' OF WIDTH. 2. GROOVES ARE NOT REQUIRED ON RAMPS 3. INSTALL PEDESTRIAN CROSSING 'LOOK" STICKER ON NEW PCC TO MATCH EXISTING CONSTRUCTION NOTES (D—CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102, OR AS MODIFIED PER PLAN 2�INSTALL TRUNCATED DOME PER CITY STD. 102 (YELLOW COLOR) LEGEND CONSTRUCT 4' THICK PCC SIDEWALK PER CITY STD. 103 NEW PCC 4o- SAWCUT AND REMOVE EXISTING l:J MATCH EXISTING °o°o° TRUNCATED DOME CONSTRUCT CURB AND GUTTER PER CITY STD. 104, TYPE A3-8 GRIND AC/PCC UNLESS OTHERWISE NOTED NEW AC 2j—NEW CLASS C2 AC PAVEMENT OVER EXISTING (CLEAN BASE) @—CONSTRUCT 6' WIDE RETAINING CURB, HEIGHT PER PLAN CITY OF RANCHO CUCAMONGA NEC PEACH ST. AND RAMP 4 P324 W � - NOTES: 1. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20 (5%). GUTTER PAN SLOPE SHALL NOT EXCEED 1' OF DEPTH FOR EACH 2'-0' OF WIDTH. 2. GROOVES ARE NOT REQUIRED ON RAMPS 3. INSTALL PEDESTRIAN CROSSING 'LOOK'STICKER ON NEW PCC TO MATCH EXISTING N (9.00) FL CONSTRUCTION NOTES 11 GRIND EXISTING AC AND PCC GUTTER LEGEND 0 NEW PCC 00000 TRUNCATED DOME GRIND AC/PCC NEW AC BOUGH/NI�I9L� A 4. 9.11 FS 2 �2 • sr 11 g' A EP UP OF\ GUTTER r 18' WA Y 2.5' 10 � k 13) FL 24' 18' SX MAX. SECTION A -A NTS CITY OF • CUCAMONGA SOUTH SIDE OF PEACH ST. AND BOUGAINVILLEA WY. r.;��,RAMP 5 10.00 TC) ECR T9M P325 ;9.50 FL) ECR TBM a 3 1� 0 9. FS i0 (D—CONSTRUCT 4' THICK PCC SIDEWALK PER CITY STD. 103 0— SAWCUT AND REMOVE EXISTING LEGEND MATCH EXISTING a• 3 5 4 °°°°° TRUNCATED DOME OS—NEW UNLESS OTHERWISE NOTED CLASS C2 AC PAVEMENT OVER EXISTING (CLEAN BASE) GRIND AC/PCC @—CONSTRUCT RAMP WN zF,y X MAX. NEW AC J SEE NOTE 1 ° (9.22 FS) o 2' FROM FL 9.14 FL 0 CF 9.12 FL S: 0 CF (9 20 FS 2' FROM FL I REMOVE EXISTING AC PATCH FS 25 CF .48 FS 25 CF S• 10 RAMP 5X MAX. a 9.42 CP _ ° 4 5 NOTES: IN 24 ��pp 1. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES z IL/UM CT INCHES OFTHE CURB RAMP SHALL NOT BNT TO AND ESTEEPER THAN 1:20 (5%). GUTTER PAN SLOPE SHALL NOT EXCEED 1' OF DEPTH FOR EACH 2'-0' OF WIDTH. 2. GROOVES ARE NOT REQUIRED ON RAMPS CONSTRUCTION NOTES 1� CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102, OR AS MODIFIED PER PLAN INSTALL TRUNCATED DOME PER CITY STD. 102 (YELLOW COLOR) (D—CONSTRUCT 4' THICK PCC SIDEWALK PER CITY STD. 103 0— SAWCUT AND REMOVE EXISTING LEGEND MATCH EXISTING NEW PCC CONSTRUCT CURB AND GUTTER PER CITY STD. 104, TYPE A3-8 °°°°° TRUNCATED DOME OS—NEW UNLESS OTHERWISE NOTED CLASS C2 AC PAVEMENT OVER EXISTING (CLEAN BASE) GRIND AC/PCC @—CONSTRUCT 6' WIDE RETAINING CURB, HEIGHT PER PLAN NEW AC 0—GRIND EXISTING AC/PCC CITY OF RANCHO CUCAMONGA r _ m�%:; N NEC PLUM WAY AND TRILIUM CT. RAMP 6 P326 TR/L/UM CT. �Ir CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102, 5 X0.2 t (9.50 FS 4 2' FROM FL INSTALL TRUNCATED DOME PER CITY STD. 102 (YELLOW COLOR) 9.42 FL 'I SEE NOTE 1 0 CF �' a 9 WM BOX 9.36 FL 0 CF G 2 FS 4 5 LEGEND (9.44 FS) ° • A• ° 2' FROM FL h 0 3 CONSTRUCT CURB AND GUTTER PER CITY STD. 104, TYPE A3-8 °o°o° °d° 2 RAMP DOWN x,• 8 MAX. `cid FS a .7 FS GRIND AC/PCC 2" 2 CF e 9.70 FS ADJUST TO GRADE 3 1� 0 °• 2 CF RAMP% DOWN 10 FS MAX. •° 10 NOTES: 1. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD BCRII SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT BE STEEPER FIRE HYDRANT�j,�¢' ° 3 THAN 1:20 (5R). GUTTER PAN SLOPE SHALL NOT EXCEED 1' OF DEPTH FOR EACH 2'-0' OF WIDTH. 2. GROOVES ARE NOT REQUIRED ON RAMPS 4' 11 REMOVE EXISTING 4 AC PATCH 5 CONSTRUCTION NOTES �Ir CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102, OR AS MODIFIED PER PLAN INSTALL TRUNCATED DOME PER CITY STD. 102 (YELLOW COLOR) CONSTRUCT 4' THICK PCC SIDEWALK PER CITY STD. 103 4t�SAWCUT AND REMOVE EXISTING LEGEND 5O— MATCH EXISTING NEW PCC CONSTRUCT CURB AND GUTTER PER CITY STD. 104, TYPE A3-8 °o°o° TRUNCATED DOME UNLESS OTHERWISE NOTED GRIND AC/PCC 2" NEW CLASS C2 AC PAVEMENT OVER EXISTING (CLEAN BASE) ADJUST TO GRADE NEW AC 10 CONSTRUCT 6' WIDE RETAINING CURB, HEIGHT PER PLAN CITY OF RANCHO CUCAMONGA SEC PLUM WAY AND - • �� s Q zi kc 1. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20 (5R). GUTTER PAN SLOPE SHALL NOT EXCEED 1' OF DEPTH FOR EACH 2'-0' OF WIDTH. 2. GROOVES ARE NOT REQUIRED ON RAMPS CONSTRUCTION NOTES 1a- CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102, 2aOR AS MODIFIED PER PLAN LEGEND - INSTALL TRUNCATED DOME PER CITY STD. 102 (YELLOW COLOR) CONSTRUCT 4' THICK PCC SIDEWALK PER CITY STD. 103 NEW PCC 4a-SAWCUT AND REMOVE EXISTING °o°o° TRUNCATED DOME o- MATCH EXISTING ® GRIND AC/PCC 10 CONSTRUCT 6' WIDE RETAINING CURB, HEIGHT PER PLAN NEW AC CITY OF RANCHO CUCAMONGA SEC ROCK ROSE AVE. AND CORIANDER CT. RAMP 8 P327 MORN/NG GL OR ORR, NOTES: 1. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20 (5R). GUTTER PAN SLOPE SHALL NOT EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH. 2. GROOVES ARE NOT REQUIRED ON RAMPS CONSTRUCTION NOTES P328 �rCITY CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102, OR AS MODIFIED PER PLAN � RAMP 9 INSTALL TRUNCATED DOME PER CITY STD. 102 (YELLOW COLOR) LEGEND (�>— CONSTRUCT 4' THICK PCC SIDEWALK PER CITY STD. 103 NEW PCC SAWCUT AND REMOVE EXISTING 5a— MATCH EXISTING ° o ° o ° TRUNCATED DOME RELOCATE SIGN ® GRIND AC/PCC 7O— CONSTRUCT CURB AND GUTTER PER CITY STD. 104, TYPE A3-8 NEW AC UNLESS OTHERWISE NOTED 10 CONSTRUCT 6' WIDE RETAINING CURB. HEIGHT PER PLAN �rCITY OF RANCHO CUCAMONGA SWC ROCK ROSE AVE. AND MORNING GLORY DR. � RAMP 9 J P329 NOTES: 1. COUNTER SLOPES OF OININ GUTTERS AND ROAD SURFACES IMMEDWTELY ADJAC TO AND WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20 (5R). GUTTER PAN SLOPE SHALL NOT EXCEED 1' OF DEPTH FOR EACH 2'-0' OF WIDTH. 2. GROOVES ARE NOT REQUIRED ON RAMPS CONSTRUCTION NOTES (D -CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102, OR AS MODIFIED PER PLAN 2a -INSTALL TRUNCATED DOME PER CITY STD. 102 (YELLOW COLOR) LEGEND CONSTRUCT 4' THICK PCC SIDEWALK PER CITY STD. 103 NEW PCC 4O- SAWCUT AND REMOVE EXISTING TRUNCATED DOME MATCH EXISTING 7�- GRIND AC/PCC CONSTRUCT CURB AND GUTTER PER CITY STD. 104, TYPE A3-8 ® UNLESS OTHERWISE NOTED NEW AC 10 CONSTRUCT 6' WIDE RETAINING CURB, HEIGHT PER PLAN �rCITY OF RANCHO CUCAMONGA SEC N. VICTORIA WINDROWS LOOP AND BASIL ST. RAMP 10 P330 `r CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102, O2 — OR AS MODIFIED PER PLAN INSTALL TRUNCATED DOME PER CITY STD. 102 (YELLOW COLOR) 3o- CONSTRUCT 4' THICK PCC SIDEWALK PER CITY STD. 103 4 -SAWCUT HIGHLAND AVE. LEGEND gn NEW PCC 7o- CONSTRUCT CURB AND GUTTER PER CITY STD. 104, TYPE A3-8 °o°o° TRUNCATED DOME c UNLESS OTHERWISE NOTED NEW CLASS C2 AC PAVEMENT OVER EXISTING (CLEAN BASE) i GRIND AC/PCC 10 CONSTRUCT 6' WIDE RETAINING CURB, HEIGHT PER PLAN NEW AC 5 GRIND EXISTING AC/PCC 4 7 3 l�' 4 SEE NOTE 1 3 0 CF P —,I RAMP DOWN 2 x• 8.33X MAX. 5 4 ° 8.55 UP) ° d: 8.33X MAX.o o Q G} . 10 8.98 FS 4 CF 8.92 FS 4 CF 4. &88 4A • WIMP DOWN '-. 5X MAX. NOTES: ° ° O 1. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT BE STEEPER '° •° ° I THAN 1:20 (5X). GUTTER PAN SLOPE SHALL NOT 3CR V 3 EXCEED 1' OF DEPTH FOR EACH 2'-0' OF WIDTH. / 2. GROOVES ARE NOT REQUIRED ON RAMPS 6' LEXISTING 11 R 4 AC PATCH CONSTRUCTION NOTES 5 `r CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102, O2 — OR AS MODIFIED PER PLAN INSTALL TRUNCATED DOME PER CITY STD. 102 (YELLOW COLOR) 3o- CONSTRUCT 4' THICK PCC SIDEWALK PER CITY STD. 103 4 -SAWCUT AND REMOVE EXISTING LEGEND MATCH EXISTING NEW PCC 7o- CONSTRUCT CURB AND GUTTER PER CITY STD. 104, TYPE A3-8 °o°o° TRUNCATED DOME 8o- UNLESS OTHERWISE NOTED NEW CLASS C2 AC PAVEMENT OVER EXISTING (CLEAN BASE) i GRIND AC/PCC 10 CONSTRUCT 6' WIDE RETAINING CURB, HEIGHT PER PLAN NEW AC 11 GRIND EXISTING AC/PCC RANCHOCITY OF CUCAMONGA SWC HIGHLAND AVE. ANDROCK ROSE AVE. r / \ RAMP 11 r:;�� P331 HIGHLAND NOTES: 1. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20 (5X). GUTTER PAN SLOPE SHALL NOT EXCEED 1' OF DEPTH FOR EACH 2'-0' OF WIDTH. 2. GROOVES ARE NOT REQUIRED ON RAMPS CONSTRUCTION NOTES 1& CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102, OR AS MODIFIED PER PLAN INSTALL TRUNCATED DOME PER CITY STD. 102 (YELLOW COLOR) LEGEND 3O- CONSTRUCT 4' THICK PCC SIDEWALK PER CITY STD. 103 NEW PCC SAWCUT AND REMOVE EXISTING S& MATCH EXISTING °o°o° TRUNCATED DOME RELOCATE SIGN GRIND AC/PCC CONSTRUCT CURB AND GUTTER PER CITY STD. 104, TYPE A3-8 0 NEW AC UNLESS OTHERWISE NOTED 10 CONSTRUCT 6' WIDE RETAINING CURB, HEIGHT PER PLAN CITY OF RANCHO CUCAMONGA r,,�:SECR HIGHLAND AVE. ANDROCK ROSE AVE.RAMP 12 P332 APPENDIX 6 City Working Day Calendar CITY OF RANCHO CUCAMONGA WORKING DAY CALENDAR FOR 2017 JANUARY Sun Mon Tue Wed Thu Fri Sat 1 2 E3 2 2 4 1 5 2 6 3 7 4 Holiday 8 615 10 616 5 617 639 618 641 8 9 10 6 11 7 12 8 13 9 14 10 619 11 620 10 621 20- 622 22 623 24 15 18 17 648 1819 13 651 14 20 15 21 16 HoGda 17 624 18 625 17 626 18 62? 19 22 23 24 21 25 22 26 20 27 21 28 22 628 23 629 24 6311 25 631 24 632 125 29 30 31 27 670 28 671 29 26 27 691-693 28 633 29 634 30 b95 31 b96 30 Holida MARCH Sun Mnn Tum Wmd Thu Fri Sat MAY Sun Mon Tum Wad Thu Fri Sat 1 2 2 4 1 635 2 637 3 5 4 7 8 697 10 698 5 654 639 655 641 656 8 5 6 14 7 16 8 18 9 643 10 645 11 647 10 657 20- 658 22 659 24 660 14 661 648 12 13 651 14 26 15 28 16 685 17 653 18 16 17 662 18 663 19 664 20 665 21 666 22 19 20 687 21 688 22 689 23 690 24 691 25 23 24 667 125 668 26 669 27 670 28 671 29 26 27 691-693 28 29 694 30 b95 31 b96 30 Holida 672 717 673 718 674 675 676 MAY Sun Mon Tum Wad Thu Fri Sat FEBRUARY Sun Mon Tue Wed Thu Fri Sat 1 2 2 4 3 635 4 637 5 5 6 7 8 697 10 698 5 699 639 700 641 701 8 7 8 14 9 16 10 18 11 643 12 645 13 647 10 702 20- 703 22 704 24 705 14 706 648 14 15 651 16 26 17 28 18 685 19 653 20 16 17 7U7 18 7U8 19 7U9 20 71U 21 71l 22 21 22 687 23 688 24 689 25 690 26 691 27 23 24 712 125 713 26 714 27 715 28 716 29 28 29 691-693 30 31 694 29 b95 30 b96 30 Holida 736 717 737 718 738 739 740 FEBRUARY Sun Mon Tue Wed Thu Fri Sat APRIL Sun Mon Tue Wed Thu Fri Sat 1 2 3 4 635 636 637 2 5 6 7 8 9 10 11 5 638 639 640 641 642 8 12 13 14 15 16 17 18 8 643 644 645 646 647 10 19 20- 21 22 23 24 25 14 Holiday 648 649 650 651 13 26 27 28 15 685 652 653 17 APRIL Sun Mon Tue Wed Thu Fri Sat JUNE Sun Mnn Tua Wad Thu Fri Sat 1 2 1 2 3 4 5 6 719 7 720 8 4 5 677 6 678 7 679 8 68U 9 681 10 9 10 721 11 722 12 723 13 724 14 725 15 11 12 682 13 683 14 684 15 685 16 686 17 16 17 726 18 727 19 728 20 729 21 730 22 18 19 687 20 688 21 689 22 690 23 691 24 23 24 731 125 732 26 733 27 734 28 735 29 25 26 691-693 27 28 694 29 b95 30 b96 30 736 737 738 739 740 JUNE Sun Mnn Tua Wad Thu Fri Sat Page 1 of 2 P333 1 2 3 719 720 4 5 6 7 8 9 10 721 722 723 724 725 11 12 13 14 15 16 17 726 727 728 729 730 18 19 20 21 22 23 24 731 732 733 734 735 25 26 27 28 29 30 736 737 738 739 740 Page 1 of 2 P333 CITY OF RANCHO CUCAMONGA WORKING DAY CALENDAR FOR 2017 JULY AUGUST Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat SEPTEMBER Run Mnn T— Wort Thr, Fri Raf 1 2 3 4 5 6 7 8 6 741 Holida 742 743 744 785 9 10 11 12 13 14 15 13 745 746 747 748 749 7911 16 17 18 19 20 21 22 20 750 751 752 753 754 795 23 24 25 26 27 28 29 27 755 756 757 7SR 759 8{10 30 31 8113 843 7611 SEPTEMBER Run Mnn T— Wort Thr, Fri Raf NOVEMBER Sun Mon Tue Wed Thu Fri Sat 1 2 3 784 4 3 Ak 4 M 5 6 7 8 9 8 HvlidaY 785 786 787 788 830 10 11 12 13 14 15 16 15 789 7911 791 792 793 834 17 18 19 20 21 22 23 22 794 795 796 797 798 839 24 25 26 27 26 29 30 29 799 8{10 8111 8112 8113 843 NOVEMBER Sun Mon Tue Wed Thu Fri Sat OCTOBER Sun Mon Tue Wed Thu Fri Sat 1 1 2 3 4 4 826 827 828 4 5 6 7 8 9 10 11 849 829 830 831 832.Hvlida, 764 13 12 13 14 15 16 17 18 10 833 834 835 836 837 20 19 20 21 22 23 24 25 859 838 839 840 Holiday [ losed 15 26 27 28 29 30 18 Clvsed 811 842 843 844 OCTOBER Sun Mon Tue Wed Thu Fri Sat 1 2 2 1T76762 815 4 3 3 5 4 7 5 9 804 847 805 849 806 763 11 764 13 6 7 16 8 851 9 853 10 855 11 17 12 19 20 765 22 766 767 857 768 859 769 13 14 28 15 28 16 30 17 Holida 18 Clvsed 19 Closed 770 771 772 773 774 20 21 22 23 24 25 26 775 776 777 778 779 27 28 29 30 31 780 781 782 783 OCTOBER Sun Mon Tue Wed Thu Fri Sat 1 2 2 3 815 4 3 5 5 6 7 7 9 804 847 805 849 806 807 11 808 13 8 9 16 10 851 11 853 12 855 13 17 14 19 20 809 22 810 811 857 812 859 813 15 16 28 17 28 18 30 19 Holida 20 Clvsed 21 Closed 8141 815 8161 8171 818 22 23 24 25 126 27 28 819 820 821 822 823 29 30 31 824 825 DECEMBER Sun Mon Tue Wed Thu Fri Sat Page 2 of 2 P334 1 2 815 3 4 5 6 7 8 9 846 847 848 849 850 10 11 12 13 14 15 16 851 852 853 8541 855 17 18 19 20 21 22 23 856 857 858 859 860 24 25 28 27 28 29 30 Holida Close Clvsed C !used Closed 31 Page 2 of 2 P334 P335 REPORT DATE: January 17, 2018 TO: Mayor and Members of the City Council FROM: John R. Gillison, City Manager INITIATED BY: Lori Sassoon, Deputy City Manager/Administrative Services Tamara L. Layne, Finance Directoro Noah Daniels, Finance Manager V, SUBJECT: CONSIDERATION OF INTENTION TO ESTABLISH NORTH ETIWANDA COMMUNITY FACILITIES DISTRICT NO. 2017-01 OF THE CITY OF RANCHO CUCAMONGA WITHIN THE GENERAL VICINITY OF WILSON AVENUE AND ETIWANDA AVENUE AND TO AUTHORIZE THE LEVY OF SPECIAL TAX THROUGH THE ADOPTION OF RESOLUTION NOS. 18-001, 18-002, AND 18-003 RECOMMENDATION: It is recommended that the City Council adopt the resolution declaring the City of Rancho Cucamonga's intention to establish North Etiwanda Community Facilities District No. 2017-01 (the "District) within the general vicinity of Wilson Avenue and Etiwanda Avenue and to authorize the levy of a special tax through the adoption of Resolution Nos. 18-001, 18-002, and 18-00.3 to finance the public services and the administration of the District. BACKGROUND: Ranch Haven, LLC, Golden Meadowland, LLC, and Oakville Reserve, LTD, collectively own two tracts (Tracts 16072 and 18908) (collectively the "Landowners") within the City of Rancho Cucamonga. Both tracts are generally located at the northeast corner of Wilson Avenue and Etiwanda Avenue. Tract 16072 will consist of 358 single family units and Tract 18908 will consist of 30 single family units. ANALYSIS: The City was approached by the Landowners regarding the formation of the District for the purpose of financing certain types of services, including but not limited to landscaping, lighting, park, median, and public right-of-way maintenance, within and in the area of the proposed District. The first steps in the process to establish the District is the approval of the resolution approving a boundary map, the resolution of intention to establish the District, and the resolution ordering and directing the preparation of a report for the District. The next steps would require that a public hearing be held and an election of the qualified electors be held regarding the formation which, per the resolution of intention, would be set for February 21, 2018. The resolution approving the boundary map describes the territory of the boundaries of the proposed District. The resolution of intention to establish the District, additionally; 1) describes the types of services that will be financed with the special taxes; 2) describes the rate and Page 1 of 2 P336 CITY COUNCIL STAFF REPORT INTENTION TO ESTABLISH COMMUNITY FACILITIES DISTRICT NO. 2017-01 AND AUTHORIZE THE LEVY OF SPECIAL TAX JANUARY 17, 2018 Page 2 method of apportionment of the special taxes to be levied on the properties within the District, which will increase the allowable maximum special tax annually by the lesser of 4.00% or the consumer price index for the year preceding the end of the fiscal year; and 3) calls for a public hearing to be held on February 21, 2018, at 7 p.m. in the City Council Chambers. The resolution ordering and directing the preparation of a report for the District will result in a report containing a complete description of public services, estimated costs and particulars on the rate and method of apportionment of special taxes. Prior to the public hearing, a public notice must be published in a local paper and will be mailed to the Landowners. After the public hearing has been held, the City Council may adopt resolutions authorizing the formation of the District and calling an election regarding the levy of special taxes within the District. The levy of the proposed special tax shall be subject to approval of the qualified electors of the District at a special election. Ballots will be provided to the qualified electors in accordance with the law. The ballots will be then counted, and if the special tax levy is approved by the qualified electors, the City may adopt a resolution calling the election results. Additionally, the City will need to adopt an Ordinance authorizing the levy of special taxes in the District. The special tax will be determined annually on, or around, July 1 of each fiscal year and approved by the City Council prior to the levy. FISCAL IMPACT: The District is separate from the City's General Fund. The special tax revenues proposed to be received for the District will offset the cost of providing services within the District. COUNCIL GOAL ADDRESSED: N/A ATTACHMENTS: Attachment 1 — Resolution No. 18-001 (Resolution Approving Boundary Map) Attachment 2 — Resolution No. 18-002 (Resolution of Intention to Form) Attachment 3 — Resolution No. 18-003 (Resolution Ordering CFD Report) Page 2of2 RESOLUTION NO. 18-001 RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RANCHO CUCAMONGA, CALIFORNIA, APPROVING A BOUNDARY MAP SHOWING THE BOUNDARIES OF THE TERRITORY PROPOSED FOR THE INCLUSION IN PROPOSED NORTH ETIWANDA COMMUNITY FACILITIES DISTRICT NO. 2017-01 OF THE CITY OF RANCHO CUCAMONGA WHEREAS, the City Council of the City of Rancho Cucamonga, California ("City Council'), in response to a petition received from the owners of certain property located within the City of Rancho Cucamonga identified as Tentative Tract Map Nos. 16072 and 18908 and included within the North Etiwanda Community Facilities District No. 2017-01 of the City of Rancho Cucamonga, desires to initiate proceedings to create a Community Facilities District pursuant to the terms and provisions of the "Mello -Roos Community Facilities Act of 1982", being Chapter 2.5, Part 1, Division 2, Title 5 of the Government Code of the State of California (the "Act"). This Community Facilities District shall hereinafter be designated as NORTH ETIWANDA COMMUNITY FACILITIES DISTRICT NO. 2017-01 OF THE CITY OF RANCHO CUCAMONGA (the "District"); and, WHEREAS, there has been submitted a map showing the boundaries of the territory proposed for inclusion in the District including properties and parcels of land proposed to be subject to the levy of a special tax by the District, which is attached hereto. NOW, THEREFORE, BE IT RESOLVED, DETERMINED, AND ORDERED by the City Council of the City of Rancho Cucamonga as follows: Recitals. The above recitals are all true and correct. 2. Boundary Map. The map designated as "BOUNDARIES OF NORTH ETIWANDA COMMUNITY FACILITIES DISTRICT NO. 2017-01 OF THE CITY OF RANCHO CUCAMONGA" submitted to the City Council showing the boundaries of the territory proposed for inclusion in the District including properties and parcels of land proposed to be subject to the levy of a special tax by the District is hereby approved. 3. Filing of Boundary Map. A certificate shall be endorsed on the original and on at least one (1) copy of the map of the District, evidencing the date and adoption of this Resolution, and within fifteen (15) days after the adoption of the Resolution fixing the time and place of the hearing on the formation or extent of such District, a copy of such map shall be filed with the correct and proper endorsements thereon with the County Recorder, all in the manner and form provided for in Sections 3110 and 3111 of the Streets and Highways Code of the State of California. PASSED, APPROVED, and ADOPTED this day of 2018. Resolution No. 18-001 - Page 1 of 2 ATTACHMENT #01 P337 % § k § § d z w< e /z 0 kIw\ z<–Q §k\0 S?LLj 0z LL a 0 § AIS LL>.00 0E0w }�A� Z LL0 \ 0 z » �®®§l�■'!� ¥_ !,. ! _ ■ - - | �� � ■ ■� K � ■ §� k 10 - §(15 k H.)(&! �§k , �.C°kk� k | | �n0 �■2� e- � |;` �� O! k§§ §a _ ! | In-aR.`. k§§ �| ;|-� bE&aGq !■J 1 ,|;m w�■G�� ��- " 22 � / z § k ■ � � k ■ , ! � � ■ � |( | � ■ | § �� � ■ ■� K � ■ §� k AmNVm2 Resolution No 18-001 - Page 2 0 2 ATTACHMENT $01 P338 P339 RESOLUTION NO. 18-002 RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RANCHO CUCAMONGA, CALIFORNIA, DECLARING ITS INTENTION TO ESTABLISH NORTH ETIWANDA COMMUNITY FACILITIES DISTRICT NO. 2017-01 OF THE CITY OF RANCHO CUCAMONGA AND TO AUTHORIZE THE LEVY OF A SPECIAL TAX THEREIN TO FINANCE THE PROVISIONS OF CERTAIN PUBLIC SERVICES WHEREAS, the City Council of the City of Rancho Cucamonga (the "City Council'), in response to a petition received from the owners of certain property located within the City of Rancho Cucamonga identified as Tentative Tract Map Nos. 16072 and 18908 requesting that the City Council initiate proceedings to consider the formation of a Community Facilities District, desires to initiate such proceedings pursuant to the terms and provisions of the "Mello -Roos Community Facilities Act of 1982", being Chapter 2.5, Part 1, Division 2, Title 5 of the Government Code of the State of California (the "Act") to finance the provision of certain public services; and WHEREAS, pursuant to such petition the City Council desires to initiate proceedings to consider the formation of such Community Facilities District which shall hereinafter be referred to as NORTH ETIWANDA COMMUNITY FACILITIES DISTRICT NO. 2017-01 OF THE CITY OF RANCHO CUCAMONGA the ("District"); and, WHEREAS, this City Council is now required to proceed to adopt its Resolution of Intention to initiate the proceedings for the establishment of such District, to set forth the boundaries for such District, to indicate the type of public services proposed to be financed by such District, to indicate the rate and apportionment of a special tax sufficient to finance the public services and the administration of the District, to set a time and place for a public hearing relating to the establishment of such District; and WHEREAS, a map of such District (the "Boundary Map") has been submitted to the City Council showing the boundaries of the territory proposed for inclusion in the District including properties and parcels of land proposed to be subject to the levy of a special tax by the District, and such map has been previously approved by this City Council. NOW, THEREFORE, BE IT RESOLVED, DETERMINED, AND ORDERED by the City Council of the City of Rancho Cucamonga as follows: Recitals. The above recitals are all true and correct. 2. Initiation of Proceedings. These proceedings are initiated by this City Council pursuant to the authorization of Section 53318 of the Government Code of the State of California. 3. Boundaries of District. It is the intention of this City Council to establish a Community Facilities District pursuant to the provisions of the Act, and to determine the boundaries and parcels on which special taxes may be levied to finance the provision of certain public services. A description of the boundaries of the territory proposed for inclusion in the District including properties and parcels of land proposed to be subject to the levy of a special tax by the District is as follows: All that property as shown on a map attached hereto as Exhibit C. Resolution No. 18-002 - Page 1 of 13 ATTACHMENT #02 P340 4. Name of District. The name of the proposed community facilities district to be established shall be known and designated as "NORTH ETIWANDA COMMUNITY FACILITIES DISTRICT NO. 2017-01 OF THE CITY OF RANCHO CUCAMONGA". 5. Description of Public Services. It is the further intention of this City Council to finance the public services generally described in Exhibit A (the "Services") attached hereto and incorporated herein by this reference and all costs associated with the establishment of the District, administration of the District, the determination of the amount of any special taxes to be levied, the costs of collecting any special taxes, and costs otherwise incurred in order to carry out the authorized purposes of the District. It is hereby further determined that the Services are necessary to meet increased demands and needs placed upon the City as a result of development within the District. 6. Special Tax. It is hereby further proposed that, except where funds are otherwise available, a special tax sufficient to pay for the Services and related incidental expenses authorized by the Act, secured by recordation of a continuing lien against all non-exempt real property in the District, will be levied annually within the boundaries of the District. For further particulars as to the rate and method of apportionment of the proposed special tax (the "Rate and Method of Apportionment") reference is made to the attached and incorporated Exhibit B, which sets forth in sufficient detail the method of apportionment to allow each landowner or resident within the proposed District to clearly estimate the maximum amount that such person will have to pay. The Rate and Method of Apportionment also sets forth the duration of the Special Tax. A parcel shall be considered "used for private residential purposes" not later than the date on which an occupancy permit or the equivalent for private residential use is issued for such parcel. The special taxes herein proposed, to the extent possible, shall be collected in the same manner as ad valorem property taxes or in such other manner at this City Council shall determine, including without limitation, direct billing of the affected property owners, and shall be subject to the same penalties, procedure, sale and lien priority in any case of delinquency as applicable for ad valorem taxes. Any special taxes that may not be collected on the County tax roll shall be collected through a direct billing procedure by the Treasurer of the City, acting for and on behalf of the District. The special tax obligation for any parcel may not be prepaid. 7. Public Hearing. NOTICE IS GIVEN THAT ON February 21, 2018, AT THE HOUR OF 7:00 O'CLOCK P.M., IN THE REGULAR MEETING PLACE OF THE CITY COUNCIL BEING THE COUNCIL CHAMBERS, CITY HALL, LOCATED AT 10500 CIVIC CENTER DRIVE, RANCHO CUCAMONGA, CALIFORNIA, A PUBLIC HEARING WILL BE HELD WHERE THIS CITY COUNCIL WILL CONSIDER THE ESTABLISHMENT OF THE PROPOSED COMMUNITY FACILITIES DISTRICT, THE PROPOSED METHOD AND APPORTIONMENT OF THE SPECIAL TAX, AND ALL OTHER MATTERS AS SET FORTH IN THIS RESOLUTION OF INTENTION. THAT AT THE ABOVE-MENTIONED TIME AND PLACE FOR PUBLIC HEARING ANY PERSONS INTERESTED, INCLUDING TAXPAYERS AND PROPERTY OWNERS, MAY APPEAR AND BE HEARD, AND THAT THE TESTIMONY OF ALL INTERESTED PERSONS FOR OR AGAINST THE ESTABLISHMENT OF THE DISTRICT, THE EXTENT OF THE DISTRICT, OR THE FINANCING OF THE PUBLIC SERVICES, WILL BE HEARD AND CONSIDERED. ANY PROTESTS MAY BE MADE ORALLY OR IN WRITING. HOWEVER, ANY PROTESTS PERTAINING TO THE REGULARITY OR SUFFICIENCY OF THE PROCEEDINGS SHALL BE IN WRITING AND CLEARLY SET FORTH THE IRREGULARITIES AND DEFECTS Resolution No. 18-002 - Page 2 of 13 ATTACHMENT #02 P341 TO WHICH THE OBJECTION IS MADE. ALL WRITTEN PROTESTS SHALL BE FILED WITH THE CITY CLERK OF THE CITY COUNCIL ON OR BEFORE THE TIME FIXED FOR THE PUBLIC HEARING. WRITTEN PROTESTS MAY BE WITHDRAWN IN WRITING AT ANY TIME BEFORE THE CONCLUSION OF THE PUBLIC HEARING. IF A WRITTEN MAJORITY PROTEST AGAINST THE ESTABLISHMENT OF THE DISTRICT IS FILED, THE PROCEEDINGS SHALL BE ABANDONED. IF SUCH MAJORITY PROTEST IS LIMITED TO CERTAIN PUBLIC SERVICES OR PORTIONS OF THE SPECIAL TAX, THOSE SERVICES OR THAT TAX SHALL BE ELIMINATED BY THE CITY COUNCIL. 8. Election. If, following the public hearing described in the Section above, the City Council determines to establish the District and proposes to levy a special tax within the District, the City Council shall then submit the levy of the special taxes to the qualified electors of the District. If at least twelve (12) persons, who need not necessarily be the same twelve (12) persons, have been registered to vote within the District for each of the ninety (90) days preceding the close of the public hearing, the vote shall be by registered voters of the District, with each voter having one (1) vote. Otherwise, the vote shall be by the landowners of the District who were the owners of record at the close of the subject hearing, with each landowner or the authorized representative thereof, having one (1) vote for each acre or portion of an acre of land owned within the District. 9. Notice. Notice of the time and place of the public hearing shall be given by the City Clerk by causing the publication of a Notice of Public Hearing in the legally designated newspaper of general circulation, such publication pursuant to Section 6061 of the Government Code, with such publication to be completed at least seven (7) days prior to the date set for the public hearing. 10. Advances of Funds or Work -In -Kind. At any time either before or after the formation of the District, the City Council may accept advances of funds or work -in-kind from any source, including, but not limited to, private persons or private entities and may provide, by resolution, for the use of those funds or that work -in-kind for any authorized purpose, including, but not limited to, paying any cost incurred by the City in creating the District. The City may enter into an agreement, by resolution, with the person or entity advancing the funds or work -in-kind, to repay all or a portion of the funds so advanced, or to reimburse the person or entity for the value, or cost, whichever is less, of the work -in-kind, as determined by the City Council. The City has entered into a Community Facilities District Advance and Reimbursement Agreement with Ranch Haven, LLC, Golden Meadowland, LLC, and Urban Properties of California, Inc. to provide for such advances for the payment of all initial consulting and administration costs and expenses related to the proceedings to consider the formation of the District. No such agreement shall constitute a debt or liability of the City. PASSED, APPROVED, and ADOPTED this day of 12018. Resolution No. 18-002 - Page 3 of 13 ATTACHMENT #02 P342 EXHIBIT "A" DESCRIPTION OF PUBLIC SERVICES The types of services proposed to be provided for and financed by the proposed Community Facilities District are: (a) the maintenance of public trails and trailhead improvements, landscaped areas, parkways, medians, and parks and recreation improvements throughout the District and public right-of-ways, including, but not limited to, street trees, fencing, irrigation systems, sidewalks, drainage systems, signs, monuments, graffiti removal, replacement, repair or rehabilitation of playground equipment, sports fields, parking lots, restrooms, sport field lighting, street lighting and other improvements placed in parks, trails medians, landscaped areas, or public right-of-ways, furnishing of water, electric current or energy, gas, or other illuminating agent for the operation of any improvement within the District. The maintenance and servicing of streetlights, traffic signals and appurtenant facilities, including, but not limited to furnishing of electric current, materials, contracted services, and the necessary maintenance, replacement, and repair required to keep the improvements in operational and satisfactory condition (the "Services"). (b) the incidental expenses which will be incurred are: (i) all costs associated with the formation of the proposed community facilities district, the determination of the amount of and collection of special taxes, the payment of special taxes, and costs otherwise incurred in order to carry out the authorized purposes of the community facilities district, and (ii) any other expenses incidental to the provision of the Services. Resolution No. 18-002 - Page 4 of 13 ATTACHMENT #02 P343 EXHIBIT "B" RATE AND METHOD OF APPORTIONMENT OF SPECIAL TAX RATE AND METHOD OF APPORTIONMENT FOR THE NORTH ETIWANDA COMMUNITY FACILITIES DISTRICT NO. 2017-01 OF THE CITY OF RANCHO CUCAMONGA A Special Tax as hereinafter defined shall be levied on each Assessor's Parcel of Taxable Property within the North Etiwanda Community Facilities District No. 2017-01 ("North Etiwanda CFD") of the City of Rancho Cucamonga and collected each Fiscal Year commencing with Fiscal Year 2018/19 in an amount determined by the City Council through the application of the Rate and Method of Apportionment as described below. All of the real property in the North Etiwanda CFD, unless exempted by law or by the provisions hereof, shall be taxed for the purposes of, to the extent, and in the manner herein provided. A. DEFINITIONS The terms hereinafter set forth have the following meaning: "Acreage" or "Acre" means the land area of an Assessor's Parcel as shown on County records, such as an Assessor's Parcel Map and secured roll data, or if the land area is not shown on an Assessor's Parcel Map, the land area shown on the applicable final subdivision map, record of survey, or other recorded document creating or describing the Assessor's Parcel. If the preceding maps for a land area are not available, the Acreage of such land area may be determined utilizing available spatial data and geographic information systems (GIS). "Act" means the Mello -Roos Community Facilities Act of 1982, as amended, being Chapter 2.5, Division 2 of Title 5 of the Government Code of the State of California. "Administrative Expenses" means the actual or reasonably estimated costs directly related to the administration of the North Etiwanda CFD including, but not limited to, the following: the costs of computing the Special Taxes and preparing the annual Special Tax collection schedules (whether by the City, the CFD Administrator, or both); the costs of collecting the Special Taxes (whether by the County, the City, or otherwise); the costs to the City, North Etiwanda CFD, or any designee thereof in complying with disclosure requirements; the costs associated with preparing Special Tax disclosure statements and responding to public inquiries regarding the Special Taxes; and the costs of the City, North Etiwanda CFD, or any designee thereof related to any appeal of the levy or application of the Special Tax. Administrative Expenses shall also include amounts estimated or advanced by the City or North Etiwanda CFD for any other administrative purposes, including, but not limited to, attorney's fees, proposed formation of the North Etiwanda CFD, or any other expenses incidental to the provision of the Services. Resolution No. 18-002 - Page 5 of 11 ATTACHMENT #02 P344 "Assessor's Data" means Acreage or other Assessor's Parcel information contained in the records of the Assessor of the County. "Assessor's Parcel" means a lot or parcel shown on an Assessor's Parcel Map with an assigned Assessor's Parcel number. "Assessor's Parcel Map" means an official map of the assessor of the County designating parcels by an Assessor's Parcel number. "CFD Administrator" means an official of the City, or designee thereof, responsible for determining the Special Tax Requirement and providing for the levy and collection of the Special Taxes. "City" means the City of Rancho Cucamonga. "City Council" means the City Council of the City of Rancho Cucamonga, acting as the legislative body of the North Etiwanda CFD. "County" means the County of San Bernardino. "Developed Property" means for each Fiscal Year, all Taxable Property, for which a building permit was issued prior to the March 1st preceding the Fiscal Year for which the Special Tax is being levied. "Exempt Property" means all Assessors' Parcels that are exempt from the Special Tax pursuant to Section E. "Fiscal Year" means the period starting July 1 and ending on the following June 30. "Homeowner Association Property" means any property within the boundaries of North Etiwanda CFD which is owned by a homeowners' or property owners' association, including any master or sub -association. "Maximum Annual Special Tax" means the maximum Special Tax, determined in accordance with the provisions of Section C below, which may be levied in any Fiscal Year on any Assessor's Parcel of Taxable Property. "Non -Residential Property" means all Assessor's Parcels of Developed Property within the boundaries of the North Etiwanda CFD for which a building permit(s) has been issued for a non-residential structure(s). "North Etiwanda CFD" means the North Etiwanda Community Facilities District No. 2017- 01 of the City of Rancho Cucamonga. "Proportionately" means for Taxable Property that the ratio of the Special Tax levy to the Maximum Annual Special Tax is equal for all Assessor's Parcels within each classification (Residential Property, Non -Residential Property, and Undeveloped Property) within the Resolution No. 18-002 - Page 6 of 11 ATTACHMENT #02 North Etiwanda CFD. P345 "Public Property" means any property which (a) is owned by a public agency, (b) has been irrevocably offered for dedication to a public agency, or (c) is designated with specific boundaries and acreage on a final subdivision map as property which will be owned by a public agency. For purposes of this definition, a public agency includes the federal government, the State of California, the County, the City, or any other public agency. "Residential Dwelling Unit" means any residential dwelling unit constructed or to be constructed for habitable living purposes located on an Assessor's Parcel as indicated in the records of the County Assessor, or, if not indicated, as otherwise determined by the CFD Administrator based on available official information, including building permit(s) issued. "Residential Property" means all Assessor's Parcels of Developed Property within the boundaries of the North Etiwanda CFD for which a building permit(s) has been issued for purposes of constructing one or more Residential Dwelling Units. "Services" means the maintenance of public trails and trailhead improvements, landscaped areas, parkways, medians and parks and recreation improvements throughout the North Etiwanda CFD and public right-of-ways, including, but not limited to, street trees, fencing, irrigation systems, sidewalks, drainage systems, signs, monuments, graffiti removal, replacement, repair or rehabilitation of playground equipment, sports fields, parking lots, restrooms, sport field lighting, street lighting and other improvements placed in parks, trails, medians, landscaped areas, or public right-of-ways, furnishing of water, electric current or energy, gas, or other illuminating agent for the operation of any improvement within the North Etiwanda CFD. The maintenance and servicing of streetlights, traffic signals and appurtenant facilities, including but not limited to furnishing of electric current, materials, contracted services, and the necessary maintenance, replacement, and repair required to keep the improvements in operational and satisfactory condition. "Special Tax" means the special tax to be levied in each Fiscal Year on each Assessor's Parcel of Taxable Property to fund the Special Tax Requirement. "Special Tax Requirement" means that amount of Special Tax revenue required in any Fiscal Year for the North Etiwanda CFD to: (i) pay for the costs of operation, maintenance and servicing of the Services; (ii) pay Administrative Expenses; (iii) pay any amounts required to establish or replenish any repair and contingency funds, capital improvement funds, or reserve funds for the North Etiwanda CFD; and (iv) pay for reasonably anticipated delinquent Special Taxes based on the delinquency rate for Special Taxes levied in the previous Fiscal Year; less a credit for funds available to reduce the annual Special Tax levy, as determined by the CFD Administrator. "State" means the State of California. "Taxable Property" means all of the Assessor's Parcels within the boundaries of the North Etiwanda CFD that are not exempt from the Special Tax pursuant to law or Section E below. Resolution No. 18-002 - Page 7 of 11 ATTACHMENT #02 P346 "Undeveloped Property" means each Assessor's Parcel of Taxable Property within the boundaries of the North Etiwanda CFD that is not classified as Developed Property. B. ASSIGNMENT TO LAND USE CATEGORIES On, or around, July 1 of each Fiscal Year, the CFD Administrator shall determine the valid Assessor's Parcel numbers for the current Fiscal Year for all property within the North Etiwanda CFD. Each Assessor's Parcel of Taxable Property within the North Etiwanda CFD shall be classified as Residential Property, Non -Residential Property or Undeveloped Property, and shall be subject to the levy of annual Special Taxes determined pursuant to Section C below. C. MAXIMUM ANNUAL SPECIAL TAX The Maximum Annual Special Tax for each Assessor's Parcel of Taxable Property shall be assigned according to the table below: Property Land Use Fiscal Year 2018/19 Maximum Annual Special Tax Residential Property $871.77 per Residential Dwelling Unit Non -Residential Property $0.00 per Acre Undeveloped Property $2,117.76 per Acre • On July 1 of each Fiscal Year, commencing on July 1, 2019, the Maximum Annual Special Tax set forth in the table above shall be increased by the lesser of: a) 4% or b) the percentage change in the February annualized Consumer Price Index (CPI) for Los Angeles -Riverside -Orange County for Urban Wage Earners and Clerical Workers. In the event that the percentage change in the annualized CPI is negative, the Maximum Annual Special Tax rates shall not be decreased, but shall remain at the Maximum Annual Special Tax amount as computed for the previous Fiscal Year. D. METHOD OF APPORTIONMENT OF THE SPECIAL TAX Commencing with Fiscal Year 2018/19, and for each subsequent Fiscal Year, the CFD Administrator shall determine the Special Tax Requirement and shall levy the Special Tax on each Assessor's Parcel of Taxable Property until the amount of Special Taxes equals the Special Tax Requirement. The Special Taxes shall be levied each Fiscal Year as follows: Resolution No. 18-002 - Page 8 of 11 ATTACHMENT #02 P347 • First: The Special Tax shall be levied Proportionately on each Assessor's Parcel of Residential Property at a rate of up to 100% of the applicable Maximum Annual Special Tax as needed to satisfy the Special Tax Requirement. • Second: If additional moneys are needed to satisfy the Special Tax Requirement after the first step has been completed, the Special Tax shall be levied Proportionately on each Assessor's Parcel of Undeveloped Property at a rate of up to 100% of the applicable Maximum Annual Special Tax to satisfy the Special Tax Requirement. • Notwithstanding the above, under no circumstances will the Special Tax levied against any Assessor's Parcel of Residential Property be increased as a result of delinquencies by owners of other Assessor's Parcels by more than ten percent (10%) above what the Assessor's Parcel of Residential Property would have been levied had there been no delinquencies. E. EXEMPTIONS The CFD Administrator shall classify the following Assessor's Parcels as Exempt Property: (i) Public Property, (ii) Homeowner Association Property, and (iii) and Assessor's Parcels with public or utility easements making impractical their utilization for any use other than the purposes set forth in the easement. If the use of an Assessor's Parcel of Exempt Property changes so that such Assessor's Parcel is no longer classified as one of the uses set forth above that would make such Assessor's Parcel eligible to be classified as Exempt Property, such Assessor's Parcel shall cease to be classified as Exempt Property and shall be deemed to be Taxable Property. F. REVIEW/APPEAL Any landowner or resident who feels that the amount of the Special Tax levied on their Assessor's Parcel is in error shall first consult with the CFD Administrator regarding such error. If, following such consultation, the CFD Administrator determines that an error has occurred, the CFD Administrator may amend the amount of the Special Tax levied on such Assessor's Parcel. If, following such consultation and action (if any by the CFD Administrator), the landowner or resident believes such error still exists, such person may file a written notice with the City appealing the amount of the Special Tax levied on such Assessor's Parcel. The City may establish such procedures, as it deems necessary, to undertake the review of any such appeal. The City shall interpret this Rate and Method of Apportionment and make determinations relative to the annual administration of the Special Tax and any landowner or resident appeals, as herein specified. The decision of the City shall be final and binding as to all persons. G. MANNER OF COLLECTION The annual Special Tax shall be collected in the same manner and at the same time as ordinary ad valorem property taxes; provided, however, that the North Etiwanda CFD, may Resolution No. 18-002 - Page 9 of 11 ATTACHMENT #02 P348 directly bill the Special Tax, and may collect Special Taxes at a different time or in a different manner as necessary to meet its financial obligations. H. PREPAYMENT OF SPECIAL TAX The Special Tax may not be prepaid. I. TERM OF SPECIAL TAX The Special Tax shall be levied, commencing in Fiscal Year 2018/19, as long as necessary to satisfy the Special Tax Requirement. Resolution No. 18-002 - Page 10 of 11 ATTACHMENT #02 § § co § k 6 z U- U$ WkO \ 0 A�wD z<�o moux coƒk k§ i 0 a 2 L�0L o ow §°0E- kLL 0 P § 0 z EXHIBIT `C' BOUNDARY MAP ! §§®\§-K ■� ■� � ` ■ ■ | � §• k ■ ! AmAm2 §�§\ = 20=�° 1]0 2 2S -� ■|0 2[[§!2!!;|| | §§_!!!�§y� $fi 102, z k / | k � | ■ ■ § § i � ■� ■� � ` ■ ■ | � §• k ■ ! AmAm2 Resolution No 18-002 - Page 11 0 11 ATTACHMENT $02 P349 RESOLUTION NO. 18-003 RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RANCHO CUCAMONGA, CALIFORNIA, ORDERING AND DIRECTING THE PREPARATION OF A REPORT FOR PROPOSED NORTH ETIWANDA COMMUNITY FACILITIES DISTRICT NO. 2017-01 OF THE CITY OF RANCHO CUCAMONGA WHEREAS, the City Council of the City of Rancho Cucamonga, California (the "City Council'), has declared its intention to initiate proceedings to consider the creation of a Community Facilities District pursuant to the terms and provisions of the "Mello -Roos Community Facilities Act of 1982", being Chapter 2.5, Part 1, Division 2, Title 5 of the Government Code of the State of California (the "Act"). This Community Facilities District shall hereinafter be designated as NORTH ETIWANDA COMMUNITY FACILITIES DISTRICT NO. 2017-01 OF THE CITY OF RANCHO CUCAMONGA (the "District'); and, WHEREAS, this City Council directs, pursuant to the provisions of Section 53321.5 of the Government Code of the State of California, the preparation of a report to provide more detailed information relating to the proposed District, the proposed public services to be financed through the District, and estimate of the cost of providing such services (the "Special Tax Report"). NOW, THEREFORE, BE IT RESOLVED, DETERMINED AND ORDERED by the City Council as follows: Recitals. The above recitals are all true and correct. 2. Preparation of Report. The City Manager is hereby directed and ordered to prepare or cause to be prepared the Special Tax Report to be presented to this City Council, generally setting forth and containing the following: SERVICES: A full and complete description of the public services of which are proposed to be financed through the District. COST ESTIMATE: A general cost estimate setting forth costs of such public services. SPECIAL TAX: Further particulars regarding the rate and method of apportionment for the proposed special tax. 3. Submission of Report. The Special Tax Report, upon its preparation, shall be submitted to this City Council for review, and such report shall be made a part of the record of the public hearing on the Resolution of Intention to establish such District. PASSED, APPROVED, and ADOPTED this day of 12018. Resolution No. 18-003 ATTACHMENT #03 P350 P351 STAFF REPORT DATE: January 17, 2018 TO: Mayor and Members of the City Council FROM: John R. Gillison, City Manager INITIATED BY: Jason C. Welday, Director of Engineering Services/City EngineerG� Natalie Avila, Associate Engineer SUBJECT: CONSIDERATION OF THE SINGLE SOURCE PURCHASE OF VIDEO DETECTION SYSTEM EQUIPMENT FOR FIFTEEN (15) INTERSECTIONS CITYWIDE FROM ITERIS INC., IN THE AMOUNT OF $318,980 RECOMMENDATION: Staff recommends that the City Council approve a single source purchase of video detection system (VDS) equipment manufactured by and purchased from Iteris, Inc. for fifteen (15) intersections, in the amount of $318,980, for use in the FY17/18 Traffic Signal Video Detection at Fifteen Locations Project and to be funded from Measure I and Gas Tax R&T7360 Funds as budgeted in the Fiscal Year 2017/18 budget. BACKGROUND: The City of Rancho Cucamonga is actively investing in improving traffic management operations throughout the City. As part of this effort, the City is replacing existing in -ground inductive loop detection systems with VDS in conjunction with new traffic signal projects and pavement overlay projects. VDS provides greater flexibility in making adjustments for detection of the vehicles and bicycles that utilize our streets, allows for remote observation of traffic signal operations, and provides better detection of bicycles than traditional in -ground loop detectors. Currently 63 of the City's 193 traffic signals are equipped with a VDS with the majority of these systems being manufactured by Iteris, Inc. and supplied to our contractors by their regional representative, Rodefx Inc. Engineering Services staff provided justification and an explanation of each component of the VDS to Purchasing Division on November 17, 2016, in accordance with the City's Purchasing Policy and Procedures, the Single Source Justification documents will be on file with the City Engineer. ANALYSIS: In conjunction with various pavement rehabilitation projects scheduled for this fiscal year, 15 existing traffic signal controlled intersections are proposed to be upgraded to provide video detection of vehicular and bicycle traffic; additionally equipment would be installed to enable the ability to count the volume of pedestrians using each intersection. The material necessary to accomplish a full upgrade consists of the installation of new traffic signal video detection cameras, including new video cables in existing conduits, removal of existing detector cables from conduit and updating controllers in the controller cabinet. The project will eliminate the necessity for the traffic signal loop installations with the upcoming overlay projects. Staff is requesting a single source purchase of this equipment in an effort to reduce the costs of upgrades and to provide for standardization of equipment. The purchased equipment would then be supplied to a contractor selected through the Public Works Construction bid process for installation. Standardization of equipment allows staff to operate the City's video systems from a single management system, minimizes the number of replacement parts needed on -hand for maintenance, and allows staff to gain an in-depth Page 1 of 2 CITY COUNCIL STAFF REPORT — FY17/18 VDS PURCHASE January 17, 2018 P352 familiarity with the operation and maintenance of the equipment. As mentioned above, the majority of the City's existing VDS equipment is manufactured by Iteris. The VDS equipment currently supplied by Iteris meets the City's needs and would provide standardization as the system is expanded city-wide. As well, purchasing of VDS equipment directly from the manufacturer's regional representative is anticipated to provide an overall cost savings for the FY17/18 Traffic Signal Video Detection at Fifteen Locations Project of approximately 15% due to the elimination of the installing contractor's markup (typically 15-20%). FISCAL IMPACT: Adequate funds have been included in the Fiscal Year 2017/18 Adopted Budget for this project in the Measure I (Fund 177) and Gas Tax R&T7360 (Fund 174) Funds in Account No.'s 1 11773035650/1932177-0, 11773035650/1934177-0, 11743035650/1929174-0, 11743035650/1976174-0, 11743035650/1930174-0, 11743035650/1022176-0, and 11763035650/1928176-0 (Capital Projects). COUNCIL GOAL(S) ADDRESSED: This item addresses City Council Goal of public safety by enhancing equipment at signalized intersections for locations that have experienced community growth. ATTACHMENTS: Attachment 1 — Vicinity Map Page 2 of 2 •- PROJECT LOCATIONS ATTACHMENT CITY OF RANCHO FY 17/18 TRAFFIC SIGNAL VIDEO DETECTION AT FIFTEEN LOCATIONS ATTACHMENT P354 STAFF REPORT DATE: January 17, 2018 TO: Mayor and Members of the City Council FROM: John R. Gillison, City Manager INITIATED BY: Jason C. Welday, Director of Engineering Services/City Engineer G Trina Valdez, Management Analyst I SUBJECT: CONSIDERATION OF AMENDMENT NO. 005 AUTHORIZING AN INCREASE TO PROFESSIONAL SERVICES AGREEMENT WITH INDUSTRIAL ELECTRIC MACHINERY, LLC IN THE AMOUNT OF $9,210 AND TO APPROVE AN APPROPRIATION IN THE AMOUNT OF $9,210 FROM THE RANCHO CUCAMONGA MUNICIPAL UTILITY FUND RECOMMENDATION: Staff recommends that the City Council approve and authorize an amendment to increase Professional Services Agreement (CO#13-196) for Industrial Electric Machinery, LLC in the amount of $9,210 and to approve an appropriation in the amount of $9,210 to account 1705303-5309 from the Rancho Cucamonga Municipal Utility fund balance. BACKGROUND: In 2013, the City of Rancho Cucamonga and Industrial Electric Machinery, LLC (IEM) entered into a Professional Services Agreement (CO#13-196) to provide annual and tri -annual maintenance testing for the Arbors Substation. ANALYSIS: During the tri -annual preventative maintenance testing and inspection of the Arbors Substation in November 2017, it was determined the oil purification pump/filter needed to be replaced and dehydrated oil removed, requiring additional equipment including new filters, totes for oil storage and oil storage recycling container. Additional hours were also needed by IEM staff to accommodate the upgrade of the tap -changer monitoring system and equipment work that was completed by Reinhausen Manufacturing, Inc. FISCAL IMPACT: An appropriation in the amount of $9,210 from the Rancho Cucamonga Municipal Utility Fund (Fund 705) to Account 1705303-5309 (Contract Services/Electric Utility) is required to fully fund the project. COUNCIL GOAL(S) ADDRESSED: Not Applicable. ATTACHMENTS: Attachment 1 —Amendment 005 Page 1 of 1 AMENDMENT NO. 005 to Professional Services Agreement (CO #13-196) between Industrial Electric Machinery, LLC (hereinafter "Consultant') and City of Rancho Cucamonga (hereinafter the "City") P355 This Amendment No. 005 will serve to amend the Professional Services Agreement (hereinafter "Agreement"), CON 13-196, to incorporate the following: Modify contract amount to increase by $9,204.00 to complete additional work needed for tri - annual maintenance at the Arbors Substation. Increase in contract amount is for this contract year only (July 1, 2017 to June 30, 2018). All other Terms and Conditions of the original Agreement CO#13-196, will remain in full effect. IN WITNESS WHEREOF, the parties, through their respective authorized representatives, have executed this Amendment by way of signature by both parties and on the date indicated below. Please return two (2) original signed copies to the City no later than December 20, 2017. The City will process both copies for signature and provide Consultant with one (1) fully executed copy of the Amendment. Industrial Electric Machinery, LLC B .. P/n/n Name S � ('tik � Date ;a�m le By: tL�12�1� es P�ks�i-rllnn�-e Date �rrx `cl�cnt Title (two signatures required if corporation) Last Revised: 09.'282012 City of Rancho Cucamonga By: Name Title By: _ Name Title Date Date Page 1 of 1 ATTACHMENT 1 STAFF REPORT DATE: January 17, 2018 TO: Mayor and Members of the City Council FROM: John R. Gillison, City Manager INITIATED BY: Jason C. Welday, Director of Engineering Services/City Engineer c—&-, SUBJECT: CONSIDERATION OF AN APPROPRIATION IN THE AMOUNT OF $954,870 FROM THE TRANSPORTATION FUND (FUND 124) FOR AN INCREASE IN THE PROJECT CONTINGENCY FOR THE 1-15 / BASE LINE ROAD INTERCHANGE PROJECT RECOMMENDATION: Staff recommends the City Council authorize the appropriation of funds in the amount of $954,870 to Account No. 11243035650/1361124-0 (Capital Projects) from the Citywide Transportation Fund (Fund 124) for an increase in the project contingency for the 1-15 / Base Line Road Interchange Project. BACKGROUND: On June 5, 2013, the City Council approved revised Advanced Expenditure Agreement No. C13030 (CO13-118) and a revised Construction Cooperative Agreement No. C13028 (CO13-119) with the San Bernardino County Transportation Authority (SBCTA) for the 1-15 / Base Line Road Interchange Project (Project). These agreements set the framework for roles and responsibilities for advertisement, award, and administration during the construction phase of the project along with the responsibilities for project funding. The Construction Cooperative Agreement was amended on November 5, 2013 and August 2, 2017 to modify certain terms related to the project's funding. The Advanced Expenditure Agreement (CO13-119) was similarly amended on November 5, 2013. Under the terms of these agreements, SBCTA awarded a construction contract to Flatiron West (FWI) on June 4, 2014 for the construction of the Project in the amount of $26,907,000 and authorized a contingency of $2,235,012. Improvements on the Project were considered complete by Caltrans on October 2, 2017 and SBCTA is currently in the process of closing out the contract and developing final project costs. ANALYSIS: In September 2017, FWI advised SBCTA staff that they had potential claims estimated at approximately $4.8 million consisting of unbilled contract work and SBCTA directed changes, disputed payment quantities and extra bills, formal Notices of Potential Claims, potential efficiency claims, time related cost issues, and claimed interest. Since then, FWI has submitted additional correspondence related to the claims bringing the estimated total to approximately $7 million. While the claim process has not been formalized, SBCTA staff has been meeting with FWI to review and resolve potential claims and expects the final amount to be less than $2.2 million. SBCTA staff is seeking authority from their Board to increase the contract contingency from $2,235,012 to $4,435,012 (an increase of $2.2 million) in order to cover the anticipated final project costs and process final payment in a timely manner upon resolution of all final claims. The amended Advanced Expenditure Agreement and Construction Cooperative Agreement established a maximum budget for the construction phase of the project at $43,471,000. Since bids for the construction Page 1 of 2 CITY COUNCIL STAFF REPORT —1-15 / BASE LINE ROAD PROJECT January 17, 2018 P357 contract were lower than expected, the working construction phase budget was set at $37,208,407 by SBCTA staff. The proposed $2.2 million increase in contingency is, therefore, within the amount previously authorized by the City Council and the SBCTA Board, and an amendment to the agreements is not required at this time. However, additional funding will be required to cover the increase in contingency proposed by SBCTA staff. Pursuant to the terms of the Advanced Expenditure Agreement, the City is required to advance funding for project costs including this increase. SBCTA will reimburse the City for 50% of the project costs at a later date in accordance with the terms of the agreement. Since the working construction phase budget was set below the maximum, the City was only required to fund the escrow account at the lower amount. Understanding that construction projects of this size and scope have the potential for cost overruns, staff utilized a 10% contingency when calculating the amount of funding to deposit in the escrow account instead of the 5% used in SBCTA's working budget. This results in a surplus of $1,245,138 in the escrow account prior to the proposed contingency increase. Taking this surplus into account, the amount required to fund the proposed increase is $954,862. Proposed Increase in Contingency: $2,200,000 Less Surplus Funds in Escrow: ($1,245,138) Funds Required: $954,862 FISCAL IMPACT: Funds to cover the proposed increase in contingency have not been budgeted in Fiscal Year 2017/18; therefore, an appropriation in the amount of $954,870 from the Transportation Fund (Fund 124) to Account No. 11243035650/1361124-0 (Capital Projects) is required to cover the proposed increase in contingency. Sufficient funds are available in the Transportation Fund (Fund 124), not currently allocated to other specific projects to cover the proposed appropriation. COUNCIL GOAL ADDRESSED: The 1-15 / Base Line Road Interchange Project promotes the City Council Goal of enhancing the City's position as the premier community in our region. ATTACHMENTS: Attachment 1 — Vicinity Map Page 2 of 2 VICINITY MAP BASE LINE RD AND 1-15 INTERCHANGE PROJECT Project Site � N > Q Q > 6 C > o U x Q x x Q S Q Almond Rd W a Hillside Rd N m m 0 � u U •, WilsonAv W Wilson Av O � Banyan St Ir U ,210 Freeway 19th St Highland Av Base Line Rd ase Line Rd Foothill BI Foothill BI Arrow Rt Arrow Rt 8th St 10 Freeway > 6th St 4th St > 4 > > Q c= 10 Freeway Y E W ATTACHMENT 1 DATE: January 17, 2018 TO: Mayor and Members of the City Council FROM: John R. Gillison, City Manager INITIATED BY: Linda A. Troyan, MMC, City Clerk Services Director SUBJECT: CONSIDERATION OF RESOLUTION NO. 18-004 ADOPTING A NEW CITY- WIDE RECORDS RETENTION SCHEDULE, AUTHORIZING DESTRUCTION OF CERTAIN CITY RECORDS AND RESCINDING PREVIOUS RECORDS RETENTION SCHEDULES RECOMMENDATION: Staff recommends that the City Council adopt Resolution No.18-004 adopting a new City-wide Records Retention Schedule, authorizing destruction of certain obsolete City records, and rescinding previous Records Retention Schedules. BACKGROUND: The City Clerk/Records Management Department is undertaking an active City-wide Records Management Program review to efficiently and consistently manage City records in all departments. General records management principles recommend review and update of retention schedules periodically to ensure that the agency has an up-to-date inventory of documents and that current administrative procedures and legal mandates are applied. The City's Retention Schedule last updated in 2010 is outdated and does not reflect the current departmental structure within the current City government. Rancho Cucamonga selected Gladwell Governmental Services, Inc., an expert in local government records, to upgrade its Records Retention Schedule. An update was necessary to reduce current and future records storage costs, eliminate duplication of effort, increase efficiency and take advantage of current technology and changes in the law. The City Attorney's Office has reviewed the new Retention Schedules. ANALYSIS: A Records Retention Schedule provides an agency with the legal authority to dispose of records entrusted to its care. It certifies the life, care, and disposition of all agency records. Disposition may include sending appropriate records to an off-site storage facility, recycling unneeded records, and/or destroying unneeded records. Once records have fulfilled their administrative, fiscal or legal function, they should be disposed of as soon as possible in accordance with the established retention schedule. Keeping records beyond the retention period causes a burden on staff with more documents to manage, slows down response time to public records requests and Page 1 of 2 CITY COUNCIL STAFF REPORT RECORDS RETENTION SCHEDULE JANUARY 17, 2018 P360 extends the agency's legal liability. Compliance with the Records Retention Schedule is highly recommended as it improves staff efficiency and customer service when the status of information is up to date and available when needed. It also limits the agency's legal liability as a court of law cannot demand an agency produce documents that have been disposed of in accordance with an adopted Records Retention Schedule and with accepted industry practices. The new Records Retention Schedules were written with representatives from all departments participating in the project. The retention schedules provide clear, specific records descriptions and retention periods, and apply current law and technology to the management of Rancho Cucamonga's records. By identifying which department is responsible for maintaining the original record, and by establishing clear retention periods for distinct categories of records, the City will realize significant savings in labor costs, storage costs, free filing cabinet and office space, and realize operational efficiencies. It is standard business practice for California cities to authorize the routine destruction of records that have exceeded their adopted retention period. To streamline records destruction processing, and with the consent of the Department Director and Deputy City Manager, City Clerk Services Director, City Manager, and City Attorney, this type of record will be authorized to be destroyed without further action by the City Council per the Council approved Retention Schedules. FISCAL IMPACT: The City will realize significant savings both in labor and storage expenses; including the reduction of future storage costs. COUNCIL GOAL(S) ADDRESSED: This item addresses City Council Goal(s): ENHANCING PREMIER COMMUNITY STATUS - by offering excellent professional services to all customers. MID AND LONG-RANGE PLANNING — by adopting a uniformed City file archive and retention system, preparing a schedule for each department and implementing the system. ATTACHMENTS: Attachment 1 — Resolution No. 18-004 adopting a City-wide Records Retention Schedule consisting of: A. How to Use Records Retention Schedules B. Records Retention Legend C. Department Retention Schedules for City-wide, Animal Services, Building, Code Enforcement, City Clerk, City Manager, Community Services, Department of Innovation and Technology, Economic Development, Housing, Engineering Services, Finance, Human Resources, Library, Planning, Procurement and Public Works Page 2 of 2 P361 RESOLUTION NO. 18-004 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RANCHO CUCAMONGA, CALIFORNIA, ADOPTING A NEW CITY-WIDE RECORDS RETENTION SCHEDULE, AUTHORIZING DESTRUCTION OF CERTAIN CITY RECORDS, AND RESCINDING PREVIOUS RECORDS RETENTION SCHEDULES WHEREAS, the maintenance of numerous records is expensive, slows document retrieval, and is not necessary after a certain period of time for the effective and efficient operation of the government of the City of Rancho Cucamonga; and WHEREAS, California Government Code Section 34090 provides a procedure whereby any City record which has served its purpose and is no longer required may be destroyed; and WHEREAS, the State of California has adopted records retention guidelines for various government records; and WHEREAS, the City Council of the City of Rancho Cucamonga has previously adopted records retention schedules; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RANCHO CUCAMONGA DOES RESOLVE AS FOLLOWS: Section 1. All Resolutions previously adopting records retention schedules, and those schedules, are hereby rescinded and replaced with the schedule adopted herein. Section 2. The City Council hereby adopts the City-wide Records Retention Schedule set forth in Exhibit "A", attached hereto and incorporated herein by this reference, as the City's records retention schedule. Records identified in the Schedules set forth in Exhibit A are hereby authorized to be destroyed as provided by California Government Code Section 34090 and in accordance with the provisions of the Schedule upon the request of a Department Head and with the consent in writing of the Department Director, Deputy City Manager, City Clerk Services Director, City Manager and City Attorney, without further action by the City Council of the City of Rancho Cucamonga. Section 3. The term "records" as used herein shall include documents, instructions, books, microforms, electronic files, magnetic tape, optical media, and/or papers, regardless of media, as defined by the California Public Records Act. Section 4. The City Clerk shall certify to the passage and adoption of this resolution and enter it into the book of original resolutions. Section 5. This resolution shall become effective immediately upon its passage and adoption. ATTACHMENT 1 RESOLUTION NO. 18-004 - Page 1 of 2 PASSED, APPROVED AND ADOPTED this day of , 2018. APPROVED AS TO FORM: City Attorney RESOLUTION NO. 18-004 - Page 2 of 2 P362 EXHIBIT A HOW TO USE RETENTION SCHEDULES ®1995-2018 Gladwell Governmental Services. Inc (909) 337-3516 - all rights reserved Do not duplicate or distribute without prior written permission A legend explaining the information presented in the retention schedule has been printed on the back of each page for your easy reference; an index to locate records is also provided. The specified retention period applies regardless of the media of the record: If a record is stored on paper and a computer file on a hard drive, both records should be destroyed (or erased) after the specified period of time has elapsed. Copies or duplicates of records should never be retained longer than the prescribed period for the original record. STRUCTURE: CITYWIDE, DEPARTMENTS & DIVISIONS The City-wide retention schedule includes those records all departments have in common (letters, memorandums, purchase orders, etc.). These records are NOT repeated in the Department retention schedule, unless that department is the Office of Record, and therefore responsible for maintaining the original record for the prescribed length of time. Each department has a separate retention schedule that describes the records that are unique to their department, or for which they are the Office of Record. Where appropriate, the department retention schedules are organized by Division within that Department. If a record is not listed in your department retention schedule, refer to the City-wide retention schedule. An index will be provided for your reference. BENEFITS This retention schedule has been developed by Diane R. Gladwell, MMC, an expert in Municipal Government records, and will provide the City with the following benefits: • Reduce administrative expenses, expedite procedures • Free filing cabinet and office space • Reduce the cost of records storage • Eliminate duplication of effort within the City • Find records faster • Easier purging of file folders • Determine what media should be used to store records For questions, please contact the City Clerk. AUTHORIZATION TO DESTROY RECORDS: Destruction of an ori incl record that has exceeded its retention period must be authorized according to City Policies & Procedures prior to destroying it. • If there is a minimum retention ("Minimum 2 years"), destruction of the document must be authorized before it is destroyed, as it is an original record. Copies, drafts, notes and non -records do NOT require authorization, and can be destroyed "When No Longer Required." • If there is NOT a minimum retention ("When No Longer Required"), it does NOT need to be authorized prior to destruction, as it is a preliminary draft / transitory record or a copy. On every page of the schedules (near the top, just under the column headings) are important instructions, including instructions regarding holds on destroying records. "Litigation, complaints, claims, public records act requests, audits and/or investigations suspend normal retention periods (retention resumes after settlement or completion)." 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Gillison, City Manager INITIATED BY: Jennifer Hunt -Garcia, Community Services Director Julie Sowles, Library Director Jana Cook, Community Improvement Manager SUBJECT: AN ORDINANCE OF THE CITY OF RANCHO ICAMONGA AMENDING CHAPTER 12.04 OF THE RANCHO CUCAMONGA MUNICIPAL CODE REGARDING THE REGULATION OF THE USE OF PARKS, RECREATIONAL TRAILS, LIBRARIES AND OTHER RECREATIONAL FACILITIES OF THE CITY RECOMMENDATION: Staff recommends the City Council introduce for first reading Ordinance No. 927, an ordinance of the City Council of the City of Rancho Cucamonga, California amending chapter 12.04 of the Rancho Cucamonga Municipal Code regarding the use of parks, recreational trails, libraries, and other recreational facilities of the City by title only. BACKGROUND: Over the last 12 months, Staff has noticed increased after-hours use as well as new types of regular -hour uses of various Community Services facilities which led to a review of the Municipal Code regulating the use of all recreational and public service type facilities in the City. It was noted during the review that the existing regulations did not explicitly include library facilities, though these facilities have expanded and diversified program offerings which attract an active and varied group of users. Additionally, possibly through past updates which were not fully integrated, the subsection defining the penalties for violations was proving insufficient to address current concerns. Substantive changes include extending the regulation on the after-hours use of City recreational facilities to include recreational trails and library facilities. Unmanned Aviation Systems (UAS), commonly known as drones will be limited in the same manner as powered model aircraft, though the use of these devices may still be authorized by Community Services staff within designated areas or with written authorization. The section prohibiting the sale of merchandise is being expanded to include prohibiting professional services from being provided without written authorization at all facilities and parks. The most significant amendment is in Section 12.04.050 regarding the penalties for violating the regulations. The current wording refers to subsections which have been eliminated. The amendment will include the entering or remaining at a facility during the hours of 10:00 p.m. and 6:00 a.m. or the use of City facilities for commercial purpose without authorization as Page 1 of 2 CITY COUNCIL STAFF REPORT ORDINANCE 927 JANUARY 17, 2018 misdemeanors. This makes the penalties for these violations more consistent with the California Penal Code for trespassing and Title 5 of this code relating to unlicensed commercial activity. ANALYSIS: This ordinance is a normal progression of the Municipal Code to address current events in the City and eliminate inconsistencies. The proposed regulations will address people utilizing library resources or park facilities to conduct a commercial enterprise. This is not only an unfair business practice, but may give an impression of program support by the City when it does not exist or may even be in conflict with authorized programs or regular users. The misdemeanor penalty for late night trespass or commercial use will provide law enforcement with the additional and necessary tools to prevent vandalism and preserve these recreational spaces for safe enjoyment by all. FISCAL IMPACT: None COUNCIL GOAL(S) ADDRESSED: None ATTACHMENTS: Attachment 1 — Ordinance 927 Page 2 of 2 P451 P452 ORDINANCE NO. 927 ORDINANCE OF THE CITY COUNCIL OF THE CITY OF RANCHO CUCAMONGA, CALIFORNIA AMENDING CHAPTER 12.04 OF THE RANCHO CUCAMONGA MUNICIPAL CODE REGARDING THE USE OF PARKS, RECREATIONAL TRAILS, LIBRARIES, AND OTHER RECREATIONAL FACILITIES OF THE CITY THE CITY COUNCIL OF THE CITY OF RANCHO CUCAMONGA HEREBY ORDAINS AS FOLLOWS: Section 1. Chapter 12.04 of Title 12 of the Rancho Cucamonga Municipal Code is hereby amended and restated in its entirety to read as follows: "Chapter 12.04. Community Services Regulations 12.04.010 Community Services Regulations. Except as provided in this chapter, it shall be unlawful for any person within the limits of any park, recreational trail, library or other recreation facility owned or operated by the city to: A. Lead or let loose any animal except: Dogs or cats on a leash which are under the full control of a person; 2. Horses, ponies or the like which are ridden or led on bridle trails or other areas designated for such purpose. B. Possess an open container of an alcoholic beverage or consume any alcoholic beverage, except as follows: 1. Beer and wine that is sold within the interior of the stadium building located in the sports complex on the west side of Rochester Avenue, south of Foothill Boulevard, or any other facility leased to a private party at the Epicenter Adult Sports Complex; 2. Beer and wine that is sold within the interior of the Rancho Cucamonga Sports Center, during city -permitted or -operated functions, so long as city -required insurance and security is provided, and, if required by state law, an ABC liquor license is first obtained and proof thereof provided to the city; 3. In the following areas of the James L. Brulte Senior Center and Goldy S. Lewis Community Center in Central Park: The David Dreier Hall, the Rancho Cucamonga Hall, the Creative Corner Room, the ATTACHMENT 1 P453 Mesa Courtyard, and in any lobby and patio area immediately adjacent to these areas, during city -permitted or -operated functions, so long as city - required insurance and security is provided, and, if required by state law, an ABC liquor license is first obtained and proof thereof provided to the city; 4. In the Victoria Gardens Cultural Center, including Celebration Hall and adjoining patio and lobby, Lewis Family Playhouse and adjoining lobby and mezzanine, Studio Theatre, Imagination Courtyard and Library Main Street and Second Story during city -permitted or -operated functions, so long as city -required insurance and security is provided, and, if required by state law, an ABC liquor license is first obtained and proof thereof provided to the city; 5. In the following areas of Lions Park: the Brookside Room at the Lions West Community Center, the Regina Room at the Lions East Community Center; exclusively on Saturday and Sunday only, and only during city -permitted or -operated functions, so long as city -required insurance and security is provided, and, if required by state law, an ABC liquor license is first obtained and proof thereof provided to the city; 6. Within any other areas in city parks specifically permitted by city council resolution or otherwise permitted by law. C. Enter or remain between the hours of 10:00 p.m. of one day and 6:00 a.m. of the following day, except to attend an event in the stadium building located in the sports complex on the west side of Rochester Avenue, south of Foothill Boulevard, or pursuant to an authorization issued by the city community services department or as part of a city -sanctioned activity; D. Light or maintain any fire, except in a stove, fire circle or other place provided for that purpose; E. Throw, project or propel any object capable of causing serious personal injury or damage to property, except that baseball, basketball, football and other games where a ball is used may be played in areas designated for such purposes; F. Park or stand any vehicle in other than a designated parking area, except pursuant to a permit issued by the city; G. Drive any vehicle other than on roads, trails or driveways provided for that purpose, except pursuant to a permit issued by the city; H. Drive any vehicle at a speed in excess of five miles per hour; I. Ride or use playground equipment posted for use by children under the age of 14 years, unless under the age of 14 years; 2 P454 J. Throw, discard, place or dispose of any garbage or refuse upon the ground or in any place other than a garbage can or other receptacle maintained for such purpose; K. Bring garbage or refuse from outside the limits of the park or recreation facility and deposit the same in garbage cans or receptacles; L. Hold or engage in a musical concert or other musical event without a permit issued by the city, except for those events conducted within the stadium building located in the sports complex on the west side of Rochester Avenue, south of Foothill Boulevard; M. Fly any powered model aircraft other than rubber band - powered models no longer than two feet in length or unmanned aviation system, except in areas designated and posted for such purposes or pursuant to a permit issued by the city; N. Molest, injure or kill any animal or disturb its habitat; O. Play any radio, tape recorder or other electronic sound - producing device at such volume as to be audible at a distance of more than 50 feet; P. Swim, dive, wade or in any way enter into any pond, lake, water feature, reflecting pool or any similar body of water; Q. Sell or offer for sale any merchandise, article or thing of any kind or nature, including professional services, except as specifically authorized in writing by the city manager, or his or her designee, or as otherwise authorized by agreement of the city council. 12.04.020 Exemptions. A. The provisions of subsection A.1 of section 12.04.010, requiring all dogs to be on -leash while in public parks within the city, and any similar requirement contained in the city's animal control regulations, shall not apply to the following: 1. Any dog used by a law enforcement agency. 2. Any dog while participating in a formal dog obedience training program, dog show or other program expressly permitted or sponsored by the city. 3. Any dog within a posted leash -optional area of any city - owned park, as established by resolution of the city council; provided, however, that nothing herein shall relieve the owner or person having charge, custody, care and/or control of such dog from the responsibility to 3 P455 maintain proper control over the dog. Furthermore, nothing herein shall be construed as relieving such person from any liability for any damages arising out of his or her use of a leash -optional area. In order to be subject to the exemption set forth in this subsection 3, all persons must comply with all requirements of law and the following rules and regulations when utilizing any leash -optional area: a. No dog is permitted in a leash -optional area, except when in the care, custody and control of a person at least 13 years old. Any person under 13 years of age must be accompanied by and be under the direct supervision of an adult. No person may have more than two dogs in a leash -optional area at any one time. All dogs must be under the voice control of their caretakers at all times. Dogs are permitted in a leash - optional area between the following days and hours only: Monday - Friday (year-round) 7:00 a.m. to 8:30 p.m. Saturday (fall/winter) 8:00 a.m. to 5:00 p.m. Saturday (spring/summer) 8:00 a.m. to 7:00 p.m. Sunday (year-round) 8:00 a.m. to 5:00 p.m. The fall/winter season begins the first Sunday in November, and the spring/summer season begins the first Sunday in March each year. b. All dogs must be at least four months of age, vaccinated for rabies, and currently licensed by the city's animal control authority. No dog that is sick, in heat, injured, under four months of age, or which displays aggressive behavior toward other dogs or humans is permitted in any leash -optional area. Food or treats for dogs may not be brought into any leash -optional area. C. Any person having care, custody or control of a dog in a leash -optional area shall quiet or remove the dog if it barks and shall promptly remove and properly dispose of any waste deposited by such dog. d. No animals other than dogs are permitted in any leash -optional area. e. The use of a leash -optional area shall constitute an agreement by any such dog owner or person having the care, custody or control of the dog, to strictly follow the rules in this section 12.04.020.A.3 and to assume all risks and to indemnify, defend and hold harmless the city, including its elected officials, officers and employees, with respect to any liabilities, claims, injuries or other damage to persons or property arising out of or connected with such person's use of the leash -optional area. El P456 B. The provisions of subsections C, F and G of section 12.04.010 shall not apply to city employees who are engaged in the performance of their duties. 12.04.030 Written Authorization Procedure Rules Adoption. The city manager or his or her designee may adopt rules and regulations for the issuance of any written authorization permitted hereunder. Any such written authorization shall be issued by the community services department. 12.04.040 Written Authorization Issuance for Group Activities. The community services department, pursuant to the rules and standards adopted by the city manager or his or her designee, may issue written authorizations permitting the exclusive temporary use of specified recreational areas for groups desiring to engage in specified recreational activities. 12.04.050 Violation—Penalty. A. Any person engaging in any activity declared unlawful by section 12.04.010.C, J, N or Q is guilty of a misdemeanor and shall be punished as set forth in section 1.12.010. B. Any person violating any other provision of this chapter 12.04, including, but not limited to, violation of any rules applicable to use of leash - optional areas, shall be guilty of an infraction, punishable as set forth in section 1.12.010." Section 2. If any section, subsection, subdivision, paragraph, sentence, clause or phrase in this Ordinance or any part thereof is for any reason held to be unconstitutional, invalid, or ineffective by any court of competent jurisdiction, such decision shall not affect the validity or effectiveness of the remaining portions of this Ordinance or any part thereof. The City Council hereby declares that it would have passed each section, subsection, subdivision, paragraph, sentence, clause or phrase thereof irrespective of the fact that any one or more sections, subsections, subdivisions, paragraphs, sentences, clauses or phrases be declared unconstitutional, invalid, or ineffective. Section 3. CEQA. This Ordinance is exempt from CEQA pursuant to CEQA Guidelines section 15305, minor alterations in land use, and section 15061(b)(3) which is the general rule that CEQA applies only to projects which have the potential for causing a significant effect on the environment, and CEQA does not apply where it can be seen with certainty that there is no possibility that the activity may have a significant effect on the environment. Section 4. The City Clerk shall certify to the adoption of this Ordinance and shall cause the same to be published in the manner prescribed by law. w u 2017. PASSED, APPROVED, AND ADOPTED this day of , Dennis Michael Mayor I, JANICE REYNOLDS, City Clerk of the City of Rancho Cucamonga, do hereby certify that the foregoing Ordinance was introduced at a regular meeting of the City Council of the City of Rancho Cucamonga held on the day of , 2018, and was finally passed at a regular meeting of the City Council of the City of Rancho Cucamonga held on the day of , 2018, by the following vote: AYES: COUNCILMEMBERS: NOES: COUNCILMEMBERS: ABSENT: COUNCILMEMBERS: ABSTAINED: COUNCILMEMBERS: ATTEST: Janice Reynolds City Clerk P457