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2025/07/08 City Council Agenda Packet
"We Care for Our Residents by Working Together to Build a Better Community for Today and Tomorrow." ROHNERT PARK CITY COUNCIL, ROHNERT PARK FINANCING AUTHORITY (RPFA), SUCCESSOR AGENCY TO THE COMMUNITY DEVELOPMENT COMMISSION JOINT REGULAR MEETING Tuesday, July 8, 2025 Open Session: 5:00 PM MEETING LOCATION: CITY HALL - COUNCIL CHAMBER 130 Avram Avenue, Rohnert Park, California PUBLIC PARTICIPATION: The Rohnert Park City Council welcomes your attendance, interest and participation at its regular meetings scheduled on the second and fourth Tuesdays of each month at 5:00 p.m. in the Council Chambers. Members of the public are encouraged to observe the meeting on Cable Channel 26, by visiting meeting central on our website https://www.rpcity.org/city_hall/city_council/meeting_central, or at our YouTube channel at https://www.youtube.com/CityofRohnertPark. PUBLIC COMMENTS: Provides an opportunity for public comment on items not listed on the agenda, or on agenda items if unable to comment at the scheduled time (limited to three minutes per appearance with a maximum allowance of 30 minutes allotted per comment period, with time limits subject to modification by the City Council in accordance with the adopted City Council Protocols). Speakers are encouraged to complete a Public Comment card and submit it to the Clerk at the time of the meeting. This helps ensure an orderly and efficient meeting, but it is not required. Members of the public may also provide advanced comments by email at publiccomment@rpcity.org Comments are requested by 3:00 p.m. on the day of the meeting, but can be emailed until the close of the Agenda Item for which the comment is submitted. Email comments must identify the Agenda Item Number in the subject line of the email. The emails will not be read for the record but will be provided to Council. Please note that all e-mails sent to the City Council are considered to be public records and subject to disclosure under the California Public Records Act. City Council/RPFA agendas and minutes may be viewed at the City's website: www.rpcity.org. PUBLIC HEARINGS: Council/RPFA may discuss and/or take action on any or all of the items listed on this agenda. If you challenge decisions of the City Council or the Rohnert Park Financing Authority of the City of Rohnert Park in court, you may be limited to raising only those issues you or someone else raised at public hearing(s) described in this agenda, or in written correspondence delivered to the City of Rohnert Park at, or prior to the public hearing(s). RIGHT TO APPEAL: Judicial review of any city administrative decision pursuant to Code of Civil Procedure Section 1094.5 may be had only if a petition is filed with the court no later than the deadlines specified in Section 1094.6 of the California Code of Civil Procedure, which generally limits the time 1.CITY COUNCIL/RPFA/SUCCESSOR AGENCY JOINT REGULAR MEETING - CALL TO ORDER/ROLL CALL (Adams_____Elward_____Rodriguez_____Sanborn______Giudice______) 2.READING OF THE LAND ACKNOWLEDGMENT The City of Rohnert Park acknowledges Indigenous Peoples as the traditional stewards of the land. Let it be acknowledged that the City of Rohnert Park is located within the traditional homelands of the Federated Indians of Graton Rancheria, comprised of Coast Miwok and Southern Pomo peoples. 3.PLEDGE OF ALLEGIANCE 4.PRESENTATIONS 4.A Mayor's Proclamation: Proclaiming July as Parks Make Life Better® Month® in the City of Rohnert Park Item 4.A. 4.B Introduction and Tour of the City's newly redesigned website "RPCity.org" by Management Analyst Kevin King 5.DEPARTMENT HEAD BRIEFINGS 6.PUBLIC COMMENTS Persons wishing to address the Council on any Consent Calendar item or on City business not listed on the Agenda may do so at this time. Each speaker will be allotted three minutes. Those wishing to address the Council should refer to Page 1 for information on how to submit public comments. within which the decision may be challenged to the 90th day following the date that the decision becomes final. SIMULTANEOUS MEETING COMPENSATION DISCLOSURE (Government Code Section 54952.3): Members of the City Council receive no additional compensation as a result of convening this joint meeting of the City Council and the Rohnert Park Financing Authority. CITY COUNCIL GOALS: On May 14, 2024, the Rohnert Park City Council adopted the following multi-year broad goals (listed below in no particular order): 1.Long Term Financial Sustainability 3.Planning and Infrastructure 2.Community Quality of Life 4.Organization Well Being THE CITY OF ROHNERT PARK WANTS TO CONNECT WITH YOU! Our cross-departmental communications team works together on media relations, social media, internal and external communications, stakeholder relations, the City's website, branding, media, and communications support to the City as a whole. Please visit rpcity.org/i_want_to__/connect to stay connected and informed. 7.CONSENT CALENDAR All items on the Consent Calendar will be considered together by one or more action(s) of the City Council and/or the Rohnert Park Financing Authority and Successor Agency to the Community Development Commission, whichever is applicable, unless any Council Member or anyone else interested in a consent calendar item has a question about the item. Council Motion/Vote: (Adams_____Elward_____Rodriguez_____Sanborn______Giudice______) 7.A Acceptance of City Bills/Demands for Payment dated June 10, 2025 through 23, 2025 Report from Finance Department (This is not a project under California Environmental Quality Act (CEQA)) Item 7.A. 7.B Approval of Minutes (This is not a project under California Environmental Quality Act (CEQA)): 1. City Council Special Meeting June 17, 2025 2. City Council/RPFA/Successor Agency Joint Regular Meeting June 24, 2025 3. City Council Special Meeting June 25, 2025 Item 7.B.1. Item 7.B.2. Item 7.B.3. 7.C Receive Progress Report on the Status of the Emergency Public Safety Antenna and Radio System Replacement Project (CIP2412), as required by the Public Contract Code and by Minute Order, authorize the continuation of Resolution 2024-051 until the emergency action is completed (This action is not a Project under the California Environmental Quality Act (CEQA)) Item 7.C. 7.D Adopt Resolution 2025-046 Finding the A&B Neighborhood Pavement Maintenance Project (CIP2205) Exempt from CEQA Pursuant to CEQA Guidelines Section 15301(c), Approve the Plans and Specifications, Award the Construction Contract to VSS International, Inc. for an Amount Not to Exceed $1,594,120.00, Authorize the City Manager to Approve up to $159,412.00 (10%) in Change Orders, and Authorize Task Order 2025-02 with GHD Inc. for Construction Management Services for an Amount Not to Exceed $232,237.00 Item 7.D. Item 7.D. Plans and Specs 7.E Adopt Resolution 2025-047 Authorizing and Approving a Letter Agreement to the Memorandum of Agreement for the Rohnert Park Public Safety Managers’ Association (RPPSMA) (This is not a project under California Environmental Quality Act (CEQA)) Item 7.E. 7.F Adopt Resolution 2025-048 Authorizing and Approving a Letter Agreement to the Memorandum of Agreement for the Rohnert Park Employees’ Association (RPEA) (This is not a project under California Environmental Quality Act (CEQA)) Item 7.F. 7.G By Minute Order, Authorize Councilmember Rodriguez Out of State Training and Travel Consistent with City Council Expense Reimbursement Policy (Resolution No. 2015-151) (Not a Project under the California Environmental Quality Act (CEQA)) Item 7.G. 8.REGULAR ITEMS 8.A PUBLIC HEARING: Consider an Appeal (PLAL25-0001) of the Planning Commission’s Approval of a Conditional Use Permit Amendment (PLUP24-0004) for an interior expansion of Walmart Neighborhood Market, 901 Golf Course Drive (APN 143- 311-059 & 062) (CEQA: Exempt Under CEQA Guidelines Section 15301) A. Staff Report B. Conduct Public Hearing C. Resolution for Adoption: Resolution 2025-049 Denying Appeal Plal25-0001 and Affirming and Upholding the Planning Commission’s Approval of an Amendment to A Conditional Use Permit Plup24-0004 for an Interior Expansion of 4,969 Square Feet to an Existing Walmart Neighborhood Market at Mountain Shadows Plaza at 901 Golf Course Drive (APN 143-311-059 & 062) D. Council Motion/Discussion/Vote (Adams_____Elward_____Rodriguez_____Sanborn______Giudice______) Item 8.A. Staff Report, Attachments, and Proposed Resolution Item 8.A. Applicants Correspondence Received June 30, 2025 Item 8.A. Presentation Item 8.A. Supplemental Applicants Correspondence Received July 7, 2025 Item 8.A. Supplemental Public Comments Received via Email before 3 pm Item 8.A. Supplemental Public Comment Submitted at the Meeting Item 8.A. Supplemental Public Comments Received via Email after 3 pm Item 8.A. Appellant's Correspondence Received at Meeting 9.COMMITTEE / LIAISON / OTHER REPORTS This time is set aside to allow Council members serving on Council committees or on regional boards, commissions or committees to present a verbal report on the activities of the respective boards, commissions or committees on which they serve. Per Government Code Section 53232.3(d), Councilmembers shall provide brief reports on meetings attended at the expense of the City. No action may be taken. 10.COMMUNICATIONS Copies of communications have been provided to Council for review prior to this meeting. Council Members desiring to read or discuss any communication may do so at this time. No action may be taken except to place a particular item on a future agenda for Council consideration. 11.ADDING AGENDA ITEMS TO A FUTURE CITY COUNCIL MEETING AGENDA At this time, any Councilmember may request the City Manager or Designee to add an item to a future agenda. Pursuant to the City Council Protocols, a concurrence of two Councilmembers is needed for the City Manager to consider the request. In accordance with the Brown Act, Councilmembers may only discuss whether the item should be placed on a subsequent agenda for deliberation and action. The City Manager will be responsible for placement of requested items on the agenda after evaluation of all requests for, among other things, time-sensitivity, and number of items already agendized. 12.PUBLIC COMMENTS Persons wishing to address the Council on any Consent Calendar item or on City business not listed on the Agenda may do so at this time. Each speaker will be allotted three minutes. Those wishing to address the Council should refer to Page 1 for information on how to submit public comments. 13.ADJOURNMENT NOTE: Time shown for any particular matter on the agenda is an estimate only. Matters may be considered earlier or later than the time indicated depending on the pace at which the meeting proceeds. If you wish to speak on an item under discussion by the Council which appears on this agenda, please refer to page 1 for more details on submitting a public comment. Any item raised by a member of the public which is not on the agenda and may require Council action shall be automatically referred to staff for investigation and disposition which may include placing on a future agenda. If the item is deemed to be an emergency or the need to take action arose after posting of the agenda within the meaning of Government Code Section 54954.2(b), Council is entitled to discuss the matter to determine if it is an emergency item under said Government Code and may take action thereon. AGENDA REPORTS & DOCUMENTS: A paper copy of all staff reports and documents subject to disclosure that relate to each item of business referred to on the agenda are available for public inspection at City Hall, 130 Avram Avenue, Rohnert Park, California 94928. Electronic copies of all staff reports and documents subject to disclosure that relate to each item of business referred to on the agenda are available for public inspection on https://www.rpcity.org/city_hall/city_council/meeting_central. Any writings or documents subject to disclosure that are provided to all, or a majority of all, of the members of the City Council regarding any item on this agenda after the agenda has been distributed will be made available for inspection at City Hall and on our website at the same time. Any writings or documents subject to disclosure that are provided to the City Council during the meeting will be made available for public inspection during meeting and on our website following the meeting. AMERICAN DISABILITY ACT ACCOMMODATION: Any member of the public who needs accommodations should email the ADA Coordinator at jcannon@rpcity.org or by calling 707-588-2221. Notification at least 72 hours prior to the meeting will enable the ADA Coordinator to use her best efforts to provide reasonable accommodations to provide as much accessibility as possible while also maintaining public safety in accordance with the City procedure for resolving reasonable accommodation requests. Information about reasonable accommodations is available on the City website at https://www.rpcity.org/city_hall/departments/human_resources/a_d_a_and_accessibility_resources. CERTIFICATION OF POSTING OF AGENDA I, Sylvia Lopez Cuevas, City Clerk, for the City of Rohnert Park, declare that the foregoing agenda was posted and available for review on July 2, 2025, at Rohnert Park City Hall, 130 Avram Avenue, Rohnert Park, California 94928. The agenda is also available on the City web site at www.rpcity.org. Executed this 2nd day of July, 2025 at Rohnert Park, California. Sylvia Lopez Cuevas, Office of the City Clerk A PROCLAMATION OF THE MAYOR OF THE CITY OF ROHNERT PARK Proclaiming J ULY AS P ARKS M AKE L IFE B ETTER® M ONTH! Whereas, Rohnert Park’s Community Services strives to create memorable community experiences for all; and Whereas, Parks beautify our community, and the Recreation within our parks promotes physical, emotional, and mental health and wellness; and Whereas, Parks and their accompanying Recreation activities are a driver of our city’s economic vitality by providing gathering places for residents and amenities designed to attract visitors to work, shop, and play in our community; and Whereas, Parks and Recreation foster social cohesiveness by ensuring all residents, regardless of their background or circumstances, have access to its benefits; and Whereas, Parks and Recreation support social, intellectual, physical, and emotional growth in people of all ages and abilities; and Whereas, Parks and Recreation sustains and stewards our natural resources by protecting habitats and open space, connecting people to nature, and promoting the ecological function of parkland. Now, Therefore, be it Proclaimed that I, Gerard Giudice, as Mayor and on behalf of the City Council, do hereby proclaim July as Parks Make Life Better Month® in the City of Rohnert Park. I encourage all residents to recognize the importance of our local parks, trails, open spaces, and facilities for the health, wellness, development, inspiration, and safety of every member of our community. Duly and Regularly Proclaimed this 8th day of July 2025. CITY OF ROHNERT PARK Gerard Giudice, MAYOR Item 4.A. Item 7A MINUTES OF THE SPECIAL MEETING OF THE CITY OF ROHNERT PARK CITY COUNCIL Tuesday, June 17, 2025 MEETING LOCATION: CITY HALL – COUNCIL CHAMBERS 130 Avram Avenue, Rohnert Park, California 1. CITY COUNCIL SPECIAL MEETING - CALL TO ORDER/ROLL CALL Mayor Giudice called the special meeting to order at 11:02 a.m., which was legally noticed on June 16, 2025. Council Present: Gerard Giudice, Mayor Emily Sanborn, Vice Mayor Susan H. Adams, Councilmember Samantha Rodriguez, Councilmember Jackie Elward, Councilmember (Arrived at 11:25 a.m.) Staff present: City Manager Piedra, City Attorney Kenyon, and Deputy City Attorney Eileen Olivier. 2. CLOSED SESSION A. Public Comments: None B. Mayor Giudice made the closed session announcement pursuant to Government Code §54957.7 and Council recessed to Closed Session at 11:02 a.m. to Consider Conference with Legal Counsel - ANTICIPATED LITIGATION - Initiation of litigation pursuant to paragraph (4) of subdivision (d) of Section 54956.9: One Case C. Mayor Giudice reconvened the open session in Council Chambers at 12:44 p.m. and reported that in light of the risks posed by new federal executive orders, the City Council has voted to join litigation against the U.S. Government alongside jurisdictions such as the City and County of San Francisco, Santa Clara County, Sonoma County and numerous others across the country. This legal effort seeks to prevent the federal government from penalizing jurisdictions by withholding lawfully appropriated funds. 4. ADJOURNMENT Mayor Giudice adjourned the special meeting at 12:44 p.m. _____________________________________ __________________________________ Sylvia Lopez Cuevas, City Clerk Gerard Giudice, Mayor City of Rohnert Park City of Rohnert Park Item 7.B.1 MINUTES OF THE JOINT REGULAR MEETING OF THE CITY OF ROHNERT PARK City Council Rohnert Park Financing Authority Successor Agency to the Community Development Commission Tuesday, June 24, 2025 1. CITY COUNCIL/RPFA/SUCCESSOR AGENCY TO THE CDC JOINT REGULAR MEETING - CALL TO ORDER/ROLL CALL Mayor Giudice called the joint regular meeting to order at 5:00 p.m., which was legally noticed on June 18, 2025. All Council Present: Gerard Giudice, Mayor Emily Sanborn, Vice Mayor Susan H. Adams, Councilmember Jackie Elward, Councilmember Samantha Rodriguez, Councilmember Staff present: City Manager Piedra, City Attorney Kenyon, Interim Director of Public Works Landeros, Director of Finance Howze, Director of Community Services Bagley, Director of Development Services Giudice, Community Services Manager Warner, Housing Manager Garcia, Community Services Analyst Morgan, Performing Arts Center Manager Miller, Animal Shelter Supervisor Zeldes, GIS Technician Aguirre, Community Services Supervisor Sherman, Information Systems Technician Azevedo, and Assistant City Clerk Machado. 2. READING OF THE LAND ACKNOWLEDGMENT Recited by Mayor Giudice. PUBLIC COMMENTS: Edmund Fitzgerald spoke about speaker cards, Brown Act training, and opportunities for public comment on the agenda. George Barich stated the land acknowledgement is silly, ridiculous, racist, feel-good guilt moment, irrelevant, and useless. Peter Alexander spoke about provoking thought, acknowledging the indigenous reality, the Hopi purification prophecy, and promise land. 3. PLEDGE OF ALLEGIANCE Led by Councilmember Elward. Item 7.B.2. City of Rohnert Park Joint Regular Meeting Minutes for City Council June 24, 2025 RPFA/CDC Successor Agency Page 2 of 5 4. CLOSED SESSION A. Report on Closed Session Previously Held on June 17, 2025, to Consider Conference with Legal Counsel - ANTICIPATED LITIGATION - Initiation of litigation pursuant to paragraph (4) of subdivision (d) of Section 54956.9: One Case. Mayor Giudice reported in light of the risks posed by new federal executive orders and onerous federal grant conditions, the City Council has unanimously voted to join ligations alongside jurisdictions such as the City and County of San Francisco, The County of Sonoma, King County, The City of Santa Rosa, and numerous others across the country. These legal efforts seek to prevent the federal government from penalizing jurisdictions by withholding lawfully appropriated funds. These orders put at immediate risk approximately $4.3 million in federal funding vital to public safety, infrastructure, and disaster relief. This includes support for traffic enforcement, seismic retrofits, and fire-watch systems. They also threaten future funding, causing immediate and potentially irreparable harm to essential local services. 5. PRESENTATIONS AND DEPARTMENT HEAD BRIEFINGS A. Mayor’s Recognition: Honoring Rancho Cotate High School Cougars Baseball Team for winning the 2025 California Interscholastic Federation (CIF) Northern California Division III Baseball Championship. Mayor Giudice read the recognition and presented it to the Rancho Cotate High School Cougars Baseball Team and coaches. 6. PUBLIC COMMENTS Caryl Sherman thanked the Council for listening and acknowledging her and stated the City Attorney and City Manager photos should be added to the Council photos in the City Hall lobby. Aaron Burton, field representative for SEIU Local 1021, spoke about the petition signed by their membership, wages not keeping up with inflation, healthcare costs, and contract negotiations. Peter Alexander spoke about critical thinking with spiritual courage. Megan Kyle spoke about making a headquarters for environmentally friendly education and fire research. Matthew Verscheure, Chief Program Officer for Catholic Charities Northwest California, spoke about Item 7.F. and thanked the City for its commitment to the needs of residents of Rohnert Park who are experiencing homelessness. Bernadette Kyle spoke about the constitution and making officers take constitution classes. Brandon Keck, Arborist for the City of Rohnert Park, spoke about medical increases, wages and inflation, the compensation study, and affording a good quality of life. David Owen, Water Systems Supervisor for the City of Rohnert Park, spoke in support of their bargaining unit, encouraged the Council to bargain in good faith, and that offering a competitive benefit package attracts good people and benefits the community. George Barich spoke about speaker cards. Edmund Fitzgerald thanked the Council for recognizing people who want to speak without a speaker card and an email he sent to the Council, City Attorney, and City Manager. 7. CONSENT CALENDAR 7.A Acceptance of Reports from Finance Department 1. City Bills/Demands for Payment dated May 24, 2025 through June 9, 2025 City of Rohnert Park Joint Regular Meeting Minutes for City Council June 24, 2025 RPFA/CDC Successor Agency Page 3 of 5 2. Successor Agency – Cash Report as of May 31, 2025 3. City – Cash Report for Month as of May 31, 2025 7.B Approval of Minutes 1. City Council/RPFA/Successor Agency Joint Regular Meeting June 10, 2025 2. City Council Special Meeting June 10, 2025 7.C Receive Progress Report on the Status of the Emergency Public Safety Antenna and Radio System Replacement Project (CIP2412), as required by the Public Contract Code and by Minute Order, authorize the continuation of Resolution 2024-051 until the emergency action is completed 7.D Accepting an Increase of 2.19% to the Maximum Rate charged by Recology Effective July 1st, 2025 Pursuant to the Terms of the Exclusive Franchise Agreement 7.E By Minute Order, Authorize the City Manager to Execute Amendment No. 2 to Task Order 2024-02 with GHD Inc. for Additional Construction Management and Inspection Services for the Southwest Boulevard Complete Streets Project, (Project No. CIP2023) in an Amount Not to Exceed $55,205, for a Total Contract Amount of $388,948 7.F. Authorize the City Manager to Sign Agreements for Homeless Services in Rohnert Park for Fiscal Year 2025-26 with (1) Catholic Charities of the Diocese of Santa Rosa for Mobile Outreach Services in an amount not to exceed $190,752, (2) Unsheltered Friends Outreach for Direct Support of Unsheltered Persons in an amount not to exceed $36,000 (3) HomeFirst of Santa Clara County for the Labath Landing Terms of Service and Annual Budget in an amount not to exceed $2,518,337) 7.G Adopt Resolution 2025-041 Approving a Services Agreement with Davey Resources Group, Inc. For the Development of the City’s Urban Forest Management Plan in an Amount Not to Exceed $150,000, Authorizing the City Manager to Execute the Agreement, and Finding the Agreement is not subject to the California Environmental Quality Act (CEQA)) 7.H Adopt Resolution 2025-042 Authorizing and Approving the Director of Finance to Amend the Fiscal Year 2024-25 Budget within Fund 5720 – Housing Successor Agency 7.I Adopt Resolution 2025-043 Adopting the Parks and Recreation Master Plan Update 7.J Adopt Resolution 2025-044 Accepting Offers of Dedication for a Public Sanitary Sewer Easement and a Sewer Access Easement over the Property Located at 5000 and 5004 Dowdell Avenue (CEQA Status: Consistent with the Mitigated Negative Declaration Adopted by the Planning Commission on June 25, 2020, by Resolution 2020-15) 7.K Adopt Resolution 2025-045 Authorizing and Approving a Letter Agreement to the Outline of Certain Conditions of Employment, Fringe Benefits, and Salary for the Confidential Unit and the Management Unit Assistant City Clerk Machado requested Council adopt Item 7.B.1. with amendments to Section 2 of the June 10, 2025, Council Regular meeting minutes as follows: • Barrett is corrected to Barich • The word bullied is replaced with “interrupted rudely several times and called names City of Rohnert Park Joint Regular Meeting Minutes for City Council June 24, 2025 RPFA/CDC Successor Agency Page 4 of 5 ACTION: Moved/seconded (Adams/Rodriguez) to approve the consent calendar with Item 7.B.1. as amended by Assistant City Clerk Machado. Motion carried by the following unanimous 5-0-0-0 voice vote: AYES: Adams, Elward, Rodriguez, Sanborn, and Giudice, NOES: None, ABSENT: None, ABSTAINS: None. 8. REGULAR ITEMS A. 1) Review Annual Cost Recovery Analysis and Provide Direction on Staff Recommendation to Implement Phase I of the Financial Sustainability Policy for Parks and Recreation by Recommending a Shift from Service Areas to Service Categories; and 2) Review Associated Revised Cost Recovery/Subsidy Recommendations. Director of Community Services Bagley presented this item. Recommended Action(s): Receive report and provide staff with direction regarding the shift between service areas and service categories and associated subsidy. PUBLIC COMMENTS: None. ACTION: By consensus (none opposed), Council approved the proposed Service Categories and their associated cost recovery and subsidy ranges except for the Youth Development subsidy, which Council requested be increased, and direct staff to begin analyzing program and facility costs. 9. COMMITTEE / LIAISON/ OTHER REPORTS A. City Standing Committees, Council Liaison Assignments, Outside Agency and Mayors & Councilmembers/City Selection Committee Appointments and Reports Under Government Code Section 53232.3(d): • Councilmember Adams reported the Rohnert Park Cotati Regional Library Advisory Board Meeting did not have a quorum (6/17). • Councilmember Rodriguez reported she was unable to attend the Chamber of Commerce meeting (6/17) but provided an update on Chamber events. • Vice Mayor Sanborn reported on the Santa Rosa Plain Groundwater Sustainability Agency Meeting (6/12), Zero Waste Sonoma (6/19), and Association of Bay Area Governments (ABAG) Annual General Assembly (6/20) meetings. Councilmember Adams also reported on the Association of Bay Area Governments (ABAG) Annual General Assembly (6/20) meeting. • Mayor Giudice reported on the Sonoma County Mayors' and Councilmembers’ Association Board of Directors (6/12) and Mayors and Council Members’ Association of Sonoma County Legislative Committee meetings (6/20). Mayor Giudice also reported on the Women in Business Breakfast. Councilmember Adams left the dais at 6:38 p.m. and returned at 6:40 p.m. City of Rohnert Park Joint Regular Meeting Minutes for City Council June 24, 2025 RPFA/CDC Successor Agency Page 5 of 5 10. COMMUNICATIONS Councilmember Adams received communications from residents regarding construction and traffic issues and thanked staff for being responsive to these issues. Councilmember Rodiguez shared information about the upcoming Rohnert Park Jubilee, Pacific Islander Festival, and African Soul Festival events and information on programs and services provided by the Rohnert Park Library. Vice Mayor Sanborn spoke about the City’s Juneteenth flag raising and celebration and congratulated the winners of the 2025 Juneteenth Freedom Award. Mayor Giudice congratulated Anita Christmas and Latitia Hanke, the Freedom Award winners, complimented Cindy for the Juneteenth event, reported on the Pride Festival at the Farmers Market, announced an upcoming budget deficit presentation with Santa Rosa Mayor Mark Stapp and Windsor Mayor Rosa Reynosa at the Sonoma County Business Alliance, and thanked Senator Mike McGuire, Senator Cabaldon, Assemblymember Connelly, and Assemblymember Rogers for finding 45 million dollars of one-time funding to help Sonoma State University. 11. ADDING AGENDA ITEMS TO A FUTURE CITY COUNCIL MEETING AGENDA None. 12. PUBLIC COMMENT None. 13. ADJOURNMENT Mayor Giudice adjourned the meeting at 6:59 p.m. _____________________________________ __________________________________ Elizabeth Machado, Assistant City Clerk Gerard Giudice, Mayor City of Rohnert Park City of Rohnert Park MINUTES OF THE SPECIAL MEETING-STUDY SESSION OF THE CITY OF ROHNERT PARK CITY COUNCIL Tuesday, June 25, 2025 MEETING LOCATION: Oxford Suites, Redwood Ballroom 2 67 Golf Course Drive W, Rohnert Park, CA 94928 1. CITY COUNCIL STUDY SESSION - CALL TO ORDER/ROLL CALL Mayor Giudice called the special meeting-study session to order at 8:37 a.m., which was legally noticed on June 23, 2025. Council Present: Gerard Giudice, Mayor Emily Sanborn, Vice Mayor Susan H. Adams, Councilmember Samantha Rodriguez, Councilmember Jackie Elward, Councilmember Staff present: City Manager Piedra, City Attorney Kenyon, and City Clerk Lopez Cuevas (departed the meeting at 8:40 a.m.) 2. CITY COUNCIL GOVERNANCE TRAINING AND TEAM DEVELOPMENT A. Public Comments: None B. The City Council, City Manager, and City Attorney participated in a study session on City governance with Juan Lopez from Amistad Associates. The session included an opportunity for questions and discussion regarding disc training, council communication, EQ assessment, and how to put it all together. 4. ADJOURNMENT Mayor Giudice adjourned the special meeting at 3:32 p.m. _____________________________________ __________________________________ Sylvia Lopez Cuevas, City Clerk Gerard Giudice, Mayor City of Rohnert Park City of Rohnert Park Item 7.B.3. ITEM NO. 7.C. 1 Meeting Date: July 8th, 2025 Department: Public Safety Submitted By: Tim Mattos, Director of Public Safety Prepared By: Andrew Smith, Public Safety Lieutenant Laura Luchini, Public Works Project Manager Agenda Title: Receive Progress Report on the Status of the Emergency Public Safety Antenna and Radio System Replacement Project (CIP2412), as required by the Public Contract Code and by Minute Order, authorize the continuation of Resolution 2024-051 until the emergency action is completed. RECOMMENDED ACTIONS: 1. Receive Progress Report on the Status of the Emergency Public Safety Antenna and Radio System Replacement Project (CIP2412), as required by the Public Contract Code and 2. By Minute Order, authorize the continuation of Resolution 2024-051 until the emergency action is completed. BACKGROUND AND ANALYSIS: On June 25, 2024, the Rohnert Park City Council adopted Resolution 2024-051 Declaring an Emergency Project Pursuant to Public Contract Code Sections 20168 and 22050, Amending the Fiscal Year (FY) 2023-24 Capital Improvement Plan to Add the Public Safety Antenna and Radio System Replacement Project (CIP2412) with a project budget of $1,500,000.00, Approving a budget Amendment to Transfer $1,500,000.00 from Non-Departmental Operating Fund, Equipment Over $5,000 to the new CIP2412 Project, and award the Construction Contract to Dailey-Wells. The City Council is required to review the status of this emergency project at each regular meeting of the City Council and vote to authorize the continuation of Resolution 2024-051 until the emergency action is completed. On May 29, 2025 City staff completed and approved the factory acceptance test for the new radio system in San Antonio, Texas. The new radio system equipment has been shipped to Rohnert Park. Since the last update, it was determined that electrical modifications are required at each of the City’s Radio Antenna Sites; Pump Station (201 Rogers Lane), Fire Station No. 2 (5200 Country Club Drive), Magnolia Park (1501 Middlebrook Way), and Public Safety Main (500 City Center Drive). City staff has contracted with CM Taylor, Inc. (CM Taylor) in the amount of $15,561 to complete the electrical scope of work. Mission Statement “We Care for Our Residents by Working Together to Build a Better Community for Today and Tomorrow.” CITY OF ROHNERT PARK CITY COUNCIL AGENDA REPORT ITEM NO. 7.C. 2 Dailey Wells also completed a structural analysis of the cell towers at each site where the new radio antenna and microwave dish equipment are to be installed. Upon reviewing the analysis of the cell tower pole at Magnolia Park it was found that the pole has a clipped base plate which will require extra work by Dailey Wells in the amount of $13,922 to weld four (4) new steel stiffener plates on the base plate in order to facilitate the mounting of the new microwave dish. Per Resolution No. 2024-051 approved by the City Council at its meeting on June 25, 2024, the City Manager has the authority to proceed with all necessary equipment, services, and supplies, as required until the emergency act is completed. Staff is processing the Construction Contract with CM Taylor in the amount of $15,561 and Construction Contract Change Order No. 1 with Dailey Wells in the amount of $13,922. The additional structural and electrical work also require an approved building permit. Staff met with the City Building Official and is working with both Dailey Wells and CM Taylor on the permit submittal application. There has been no change since the previous report. ENVIRONMENTAL ANALYSIS: This action is exempt from the California Environmental Quality Act (“CEQA”) because it does not qualify as a “project” pursuant to Public Resource Code Section 21065 and CEQA Guidelines Sections 15320, 15378 and 15061(b)(3), because it can be seen with certainty that there is no possibility the City’s action would cause either a direct physical change in the environment or a reasonably foreseeable indirect physical change in the environment. Public Safety Antenna and Radio System Replacement Project (CIP2412) involves replacement of existing equipment and is categorically exempt from the requirements CEQA pursuant CEQA Guidelines sections 15301 (Existing Facilities) and 15302 (Replacement or Reconstruction without an increase in use), (14 Cal. Code Regis. §§ 15301, 15302). STRATEGIC PLAN AND COUNCIL PRIORITIES ALIGNMENT: Presenting this progress report is consistent with the City’s values of communication and integrity and the City’s strategic priority Goal C “Ensure the effective delivery of public services.” OPTIONS CONSIDERED: 1. Receive Progress Report on the Status of the Emergency Public Safety Antenna and Radio System Replacement Project (CIP2412), as required by the Public Contract Code and by Minute Order, authorize the continuation of Resolution 2024-051 until the emergency action is completed. 2. No other options were considered as this action is required by law and by Council Resolution 2024-051. FISCAL IMPACT: There is no fiscal impact associated with the progress report. Department Head Approval Date: City Attorney Approval Date: N/A Finance Director Approval Date: N/A City Manager Approval Date: 06/29/2025 Attachments: None. ITEM NO. 7.D. 4919-1945-4795 v1 1 Meeting Date: July 8, 2025 Department: Public Works Submitted By: Mario Landeros, Acting Director of Public Works Prepared By: Jason Sampietro, Associate Engineer Agenda Title: Adopt a Resolution Finding the A&B Neighborhood Pavement Maintenance Project (CIP2205) Exempt from CEQA Pursuant to CEQA Guidelines Section 15301(c), Approve the Plans and Specifications, Award the Construction Contract to VSS International, Inc. for an Amount Not to Exceed $1,594,120.00, Authorize the City Manager to Approve up to $159,412.00 (10%) in Change Orders, and Authorize Task Order 2025-02 with GHD Inc. for Construction Management Services for an Amount Not to Exceed $232,237.00 RECOMMENDED ACTION: Adopt a Resolution for the following items: • Find the A&B Neighborhood Pavement Maintenance Project (CIP2205) categorically exempt from CEQA pursuant to CEQA Guidelines Section 15301(c) • Approve the Plans and Specifications for the project • Award the Construction Contract to VSS International, Inc. for an amount not to exceed $1,594,120.00 • Authorize the City Manager to approve up to $159,412.00 (10%) in construction contract change orders • Authorize Task Order 2025-02 with GHD Inc. for construction management services for an amount not to exceed $232,237.00 BACKGROUND: In April 2024, the City completed a pavement management program report. That report provides a five- year pavement management plan to guide the City with pavement maintenance treatment and timing. The A&B Neighborhood Pavement Maintenance Project (CIP2205) (Project) is a neighborhood-wide slurry and striping project intended to maintain roadways in good condition as identified in the report. This project will also include dig-out repairs and crack sealing prior to slurry sealing streets. The construction of this Project will produce several immediate and future improvements including: - Increased roadway longevity - Refreshed striping - Accessibility upgrades as necessary Mission Statement “We Care for Our Residents by Working Together to Build a Better Community for Today and Tomorrow.” CITY OF ROHNERT PARK CITY COUNCIL AGENDA REPORT ITEM NO. 7.D. 4919-1945-4795 v1 2 The Plans and Specifications for the project were prepared by Coastland/DCCM and approved by the City Engineer. ANALYSIS: Construction Bidding: The City’s bidding procedures for public works projects operate under the California Uniform Public Construction Cost Accounting Act (CUPCCAA) as set forth in Public Contract Code Sections 22000-22050. In accordance with the City’s bidding requirements, staff posted and published an Invitation to Bidders on April 4, 2025 and April 11, 2025. On April 29, 2025, the sealed bids were publicly opened. The engineer’s estimate was $1,560,000. The City received three (3) bids listed below. Contractor Bid Amount VSS International, Inc. $1,594,120.00 Argonaut Constructors, Inc. $1,619,705.10 American Asphalt Repair $1,664,312.69 Overall, the pricing received for the Project is very competitive with the three bidders within five percent (5%) of each other and within three percent (3%) of the engineer’s estimate. Staff has determined that VSS International, Inc. is the lowest apparent bidder, with a total bid amount of $1,594,120.00. Staff reviewed the bid for responsiveness and contractor responsibility. VSS International, Inc. is found to be the lowest responsive and responsible bidder with the license and bonding capacity to complete the work. To account for any unforeseen conditions during the construction, staff recommends that the City Council authorize the City Manager to execute contract change orders in an amount up to 10 percent (10%) of the contract or $159,412.00. Construction Management and Inspection: After assessing internal staff resources, staff has determined that consultant assistance is needed to perform construction management and inspection services for the Project. Staff requested a proposal for construction management and inspection services from GHD Inc. GHD Inc. is qualified and has the experience and resources to manage the Project. Staff recommends utilitizing GHD Inc. to provide these services at a cost not to exceed $232,237.00. ENVIRONMENTAL ANALYSIS: The scope of work involves slurry and striping of various streets throughout the City. Based on the scope of work, staff has determined that this project is categorically exempt from the California Environmental Quality Act (CEQA) under Section 15301(c) as it involves only existing streets and does not expand their use. STRATEGIC PLAN AND COUNCIL GOALS/PRIORITIES ALIGNMENT: The recommended action is consistent with City Council Goal 3 (Planning and infrastructure): This project will reseal streets and provide refreshed striping and crosswalks. ITEM NO. 7.D. 4919-1945-4795 v1 3 OPTIONS CONSIDERED: 1. Staff recommends that the City Council award the construction contract to VSS International, Inc. and a Task Order with GHD Inc. for construction management and inspection services. This action will allow the City to improve City streets within the Project area and the Project’s budget. 2. The City Council could decide to not award the construction contract or construction management contract. However, this option is not recommended because it would result in the continual deterioration of City streets. FISCAL IMPACT/FUNDING SOURCE: The A&B Neighborhood Pavement Maintenance Project (CIP2205) is funded through Gas Tax, Measure M, and the Infrastructure Reserve with a total Project budget of $2,329,924.70. The construction contract award with VSS International, Inc. is for an amount not to exceed $1,594,120.00, the 10 percent (10%) construction contingency is up to $159,412.00, and the Task Order with GHD Inc. for construction management and inspection is for an amount not to exceed $232,237.00, for a maximum total of $1,985,769.00. There is sufficient funding in the project to award the construction contract with VSS International, Inc., the 10 percent (10%) construction contingency, and a Task Order with GHD Inc. See Table 2 for a breakdown of the Project budget and proposed expenditures: A&B Neighborhood Pavement Maintenance Project No. CIP2205 Budget ITEM Amount $ Project Budget 2022-05 A&B Pavement Maintenance $ 2,329,925 Total Project Budget $2,329,925 Current and Expected Project Expenditures Soft Costs Budget (staff labor, legal, permitting) Current and Estimated $200,000 Coastland Task Order 2022-02 (Design) $99,695 GHD Task Order (Construction Management) $232,237 VSS International, Inc. (Construction) $1,594,120 Construction Contingency (10%) $159,412 Total Current and Expected Project Expenditures $2,285,464 Budget Surplus $44,461 Department Head Approval Date: 6/9/2025 Finance Approval Date: 6/3/2025 City Attorney Approval Date: 6/9/2025 City Manager Approval Date: 6/12/2025 Attachments: 1. Resolution Finding the A&B Neighborhood Pavement Maintenance Project (Project 2022- 05) Exempt from CEQA Pursuant to CEQA Guidelines Section 15301(c), Approving the Plans and Specifications, Awarding the Construction Contract to VSS International, Inc. for ITEM NO. 7.D. 4919-1945-4795 v1 4 an Amount Not to Exceed $1,594,120.00, Authorizing the City Manager to Approve up to $159,412.00 (10%) in Change Orders, and Authorizing Task Order 2025-02 with GHD Inc. for Construction Management Services for an Amount Not to Exceed $232,237.00 2. Resolution Exhibit A- Construction Contract with VSS International, Inc. 3. Resolution Exhibit B- Task Order 2025-02 with GHD Inc. for Construction Management and Inspection Services. 4. List of Streets to Receive Slurry Seal RESOLUTION NO. 2025-046 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ROHNERT PARK FINDING THE A&B NEIGHBORHOOD PAVEMENT MAINTENANCE PROJECT (CIP2205) EXEMPT FROM CEQA PURSUANT TO CEQA GUIDELINES SECTION 15301(C), APPROVE THE PLANS AND SPECIFICATIONS, AWARD THE CONSTRUCTION CONTRACT TO VSS INTERNATIONAL, INC. FOR AN AMOUNT NOT TO EXCEED $1,594,120.00, AUTHORIZE THE CITY MANAGER TO APPROVE UP TO $159,412.00 (10%) IN CHANGE ORDERS, AND AUTHORIZE TASK ORDER 2025-02 WITH GHD INC. FOR CONSTRUCTION MANAGEMENT SERVICES FOR AN AMOUNT NOT TO EXCEED $232,237.00 WHEREAS, in April 2024, the City completed a pavement management program report. That report provides a five-year pavement management plan to guide the City with pavement maintenance treatment and timing; and WHEREAS, the A&B Neighborhood Pavement Maintenance Project (CIP2205) (Project) is a neighborhood-wide slurry and striping project intended to maintain roadways in good condition as identified in the report and the project will also include dig-out repairs and crack sealing prior to slurry sealing streets; and WHEREAS, the plans and specifications for the Project were prepared by Coastland/DCCM and approved by the City Engineer; and WHEREAS, consistent with Public Contract Code, an invitation for bids was posted and published on April 4, 2025 and April 11, 2025; and WHEREAS, three (3) sealed bids were received at the bid opening on April 29, 2025, and were publicly opened; and WHEREAS, staff reviewed the bids and determined that VSS International, Inc. submitted the lowest responsive and responsible bid in an amount of $1,594,120; and WHEREAS, staff requested a proposal from GHD Inc. to provide construction management and inspection services, and GHD Inc. submitted a proposal for $232,237. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Rohnert Park that it does hereby authorize and approve as follows: 1. The above recitals are true and correct and material to this Resolution. 2. The City Council determines that the Project is categorically exempt from CEQA pursuant to CEQA Guidelines Sections 15301(c) due to the Project involving only work on existing streets and not expanding use and directs staff to file a Notice of Exemption with the Clerk- Recorder’s Office for the County of Sonoma. 3. The plans and specifications for the Project, on file with the City Clerk, are hereby approved and adopted. 4. In making its findings, the City Council relied upon and hereby incorporates by reference all of the bid materials, correspondence, staff reports and all other related materials. 5. In accordance with California Public Contract Code Section and any other applicable laws, the City Council of the City of Rohnert Park hereby finds the bid from VSS International, Inc. for $1,594,120 to be the lowest, responsive and responsible bid and waives any Resolution 2025-046 Page 2 of 2 irregularities in such bid in accordance with applicable law. 6. The City Manager is hereby authorized and directed to execute the contract with VSS International, Inc., Exhibit A, for the sum of One Million, Five Hundred Ninety-Four Thousand, One Hundred and Twenty Dollars ($1,594,120) for construction of the Project in accordance with the bid documents and applicable law upon submission by VSS International, Inc. of all documents required pursuant to the Project bid documents. 7. City staff is hereby directed to issue a Notice of Award to VSS International, Inc. for the Project. 8. The City Manager is hereby authorized to execute Task Order 2025-02 GHD Inc. for $232,237 for Construction Management and Inspection Services, as shown in Exhibit B. BE IT FURTHER RESOLVED that the City Manager is hereby authorized and directed to execute documents pertaining to same for and on behalf of the City of Rohnert Park. DULY AND REGULARLY ADOPTED BY THE CITY COUNCIL OF THE CITY OF ROHNERT PARK ON this 8th day of July, 2025. CITY OF ROHNERT PARK ____________________________________ ATTEST: Gerard Giudice, Mayor ______________________________ Sylvia Lopez Cuevas, City Clerk APPROVED AS TO FORM: ______________________________ Michelle M. Kenyon, City Attorney Attachments: Exhibit A, Exhibit B ADAMS: _________ ELWARD: _________ RODRIGUEZ: _________SANBORN: _________ GIUDICE: _________ AYES: ( ) NOES: ( ) ABSENT: ( ) ABSTAIN: ( ) Street Name Start Location End Location Alma Avenue (& No Name) Alison Ave. Alma Ave. Alden Avenue Alison Ave. Alma Ave. Alison Avenue Adrian Dr. Alma Ave. Allan Avenue Adele Ave. Adele Ave. Adele Avenue Adele Ave. Alison Ave. Arlen Drive Commerce Blvd. Santa Alicia Dr. Adrian Drive Arlen Dr.E. Cotati Ave. College View Drive Southwest Blvd. Adrian Dr. Brigit Drive College View Dr. Bruce Ave. Santa Barbara Court West End Adrian Dr. Burton Avenue Adrian Dr.Bruce Ave. Bonnie Avenue Adrian Dr.Bruce Ave. Bonnie Court North end Bonnie Ave. Blair Avenue Bonnie Ave. Burton Ave. Southwest Boulevard Adrian Dr.Seed Farm Ln. Boris Court Southwest Blvd. Santa Barbara Dr. Almond Street Arlen Dr.Southwest Blvd. Ava Avenue Almond St. Santa Alicia Dr. Anson Avenue Almond St. Alta Ave. Anson Court North end Anson Ave. Alta Ave Almond St. Santa Alicia Dr. Baron Drive Burton Ave. Belita Ave. Barbi Lane Baron Dr.Frenda Wy. Brenda Way Baron Dr.Bernice Ave. Belita Avenue Baron Dr.Bernice Ave. Bernice Avenue Burton Ave. Belita Ave. Bonita Avenue Beth Ct.Beth Ct. Beth Court Bonita Ave. Bonita Ave. Beverly Drive Bernadette Ave. E. Cotati Ave. Brett Avenue Beverly Dr. Santa Barbara Dr. Santa Barbara Drive Burton Ave. Brett Ave. A&B SECTIONS NEIGHBORHOOD SLURRY PAVING PROJECT (CIP #2205) SCHEDULED FOR 2025 Attachment 4 – List of Streets JOHN REEDELEMENTARY SCHOOL TECHNOLOGY MIDDLE SCHOOL TECHNOLOGY HIGH SCHOOL LOCATION MAP PROJECT VICINITY MAP LOCATION INDEX OF SHEETS PROJECT SITE Coastland | DCCM 1400 Neotomas Avenue Santa Rosa, CA 95405 707.571.8005 | coastlandcivil.com MARCH 2025 2021-2022 PAVEMENT MAINTENANCE PROJECTARLEN DRCOMMERCE BLVDHWY 101SOUTHWEST BLVDADR I A N D R O L D R E DW O O D HW Y BURTON AVE SANTA ALICIA DR ARLEN DR ARLEN DR ADELE AVE ADELE AVE ALLAN AVE ALLAN AVE ALISON AVE ALISON AVE ALDEN AVE ALDEN AVE ALMA AVE ALMA AVESANTA ALICIA DRADELE AVEALMA AVESOUTHWEST BLVD ADRIAN DRALISON AVEADELE AVEALMA AVECOLLEGE VIEW DRCOLLEGE VIEW DRBO R I S C T SANTA BARBARA CTBRIG IT DRBRUCE AVEARLEN DR AVA AVE ADRIAN CT ANSON AVE SOUTHWEST BLVD AL M O N D S TAVA AVEARLEN DRSANTA ALICIA DR ANSON AVESANTA ALICIA DR AVRAM AVE ANSON A V E A N S O N C T ALTA AVEBLAIR AVEBLAIR AVE BLAIR A V E BONNI E A V E B URTO N A V E SEED FARM DRALTA AVE SANTA ALI CI A D R SOUTH W E S T BL V D SOUTHWEST BLVDBEL ITA AVEBRENDA WAYBARBI LN BARON D R BERNIC E A V E BARBI L N BERNA D E T T E A V E BEVERLY DRBONITA AVEBETH CT BETH C T BETH C T BEVERLY DRBONI TA AVEBETH CTBONNIE AVEBRETT A V E SANTA BARBARA DRBRET T AVESANTA BARBARA DRBECKY CTBEVERLY DRBARRY CTB URTON AVEBEVERLY DREAST COTATI AVESANTA B A R B A R A D R BRUCE AVEBONNI E C T BONNIE AVEB URTON AVEB URTON CT BURTON AVE BONNIE AVEBERNICE C T BER N I C E C T B URTON AVEADRIAN DRADRIAN DRADRIAN DR AD R I A N D R ADRI A N D R SOUTHWEST BLVDCOMMERCE BLVDEAST C OT ATI A V E 4 12 6 7 8 5 9 13 11 10 14 15 11 10 JOHN REED ELEMENTARY SCHOOL TECHNOLOGY MIDDLE SCHOOL TECHNOLOGY HIGH SCHOOLLEGEND ABBREVIATIONS:GENERAL NOTES: 483 CONSTRUCTION NOTE DESIGNATIONS Coastland | DCCM1400 Neotomas AvenueSanta Rosa, CA 95405707.571.8005 | coastlandcivil.comMARCH 2025 152 GENERAL NOTES AND SHEET INDEXABBREVIATIONS, LEGEND,2021-2022 PAVEMENT MAINTENANCE PROJECTCITY OF ROHNERT PARK18-4827 SHEET INDEX Sheet Streets Sheet Streets4Adele Avenue (portion)10 Adian Drive (portion)Allan Avenue (portion)Alta Avenue (portion)Arlen Drive (portion)Blair Avenue (portion) 5 Alden Avenue (portion)Burton Avenue (portion)Alison Avenue (portion)11 Boris CourtAlma Avenue (portion)Southwest BoulevardNo Name Street 12 Almond Street6Adele Avenue (portion)Alta Avenue (Portion)Adrian Drive (portion)Anson AvenueAlden Avenue (portion)Anson CourtAlison Avenue (portion)Arlen Drive (portion)Allan Avenue (portion)Ava AvenueAlma Avenue (portion)13 Barbi LaneArlen Drive (portion)Baron Drive7Adian Drive (portion)Belita DriveBrigit Drive (portion)Bernice AvenueCollege View Drive Brenda Way 8 Adrian Drive (portion)14 Beth CourtBrigit Drive (portion)Beverly Drive (portion) Santa Barbara Court Bonita Avenue9Adrian Drive (portion)Brett Avenue (portion)Blair Avenue (portion)15 Beverly Drive (portion) Bonnie Avenue Brett Avenue (portion) Bonnie Court Santa Barbara DriveBurton Avenue (portion) SHEET INDEX TABLE Coastland | DCCM1400 Neotomas AvenueSanta Rosa, CA 95405707.571.8005 | coastlandcivil.comMARCH 2025 153DETAILS2021-2022 PAVEMENT MAINTENANCE PROJECTCITY OF ROHNERT PARK18-4827 ” – ” - 1 SANITARY SEWER MANHOLE - REMOVAL OF GRADE RINGS, FRAMES & COVER - 3 SANITARY SEWER MANHOLE - NEW GRADE RINGS, FRAMES & COVER - 2 PLAN VIEW SLURRY SEAL AT UTILITY COVER DETAIL DIGOUT REPAIR DETAIL 4 - ARLEN DR ADELE AVE ALLAN AVE SANTA ALICIA DRADELE AVECOMMERCE BLVDSTOPSTOPSTOPCoastland | DCCM1400 Neotomas AvenueSanta Rosa, CA 95405707.571.8005 | coastlandcivil.comMARCH 2025 154 VARIOUS STREETSPAVEMENT REHABILITATION PLAN2021-2022 PAVEMENT MAINTENANCE PROJECTCITY OF ROHNERT PARK18-4827MATCHLINE SEE SHEET 6CONSTRUCTION NOTES 4 3 MATCHLINE SEE SHEET 6MATCHLINE SEE SHEET 6 ALDEN AVE ALMA AVE SOUTHWEST BLVDALMA AVESTOP ALISON AVE Coastland | DCCM1400 Neotomas AvenueSanta Rosa, CA 95405707.571.8005 | coastlandcivil.comMARCH 2025 155 VARIOUS STREETSPAVEMENT REHABILITATION PLAN2021-2022 PAVEMENT MAINTENANCE PROJECTCITY OF ROHNERT PARK18-4827 CONSTRUCTION NOTES 4 3 MATCHLINE SEE SHEET 6MATCHLINE SEE SHEET 6MATCHLINE SEE SHEET 6 ARLEN DRADELE AVEALLAN AVEALISON AVEALDEN AVEALMA AVEADELE AVE ALMA AVE ADRIAN DR ALISON AVEAVA AVEADRIAN CTANSON AVEADRIAN DR STOPSTOPSTOP STOPSTOPPEDXINGPEDXING STOPSTOPSCHOOL ANSON AVEXINGSLOWCoastland | DCCM1400 Neotomas AvenueSanta Rosa, CA 95405707.571.8005 | coastlandcivil.comMARCH 2025 156 VARIOUS STREETSPAVEMENT REHABILITATION PLAN2021-2022 PAVEMENT MAINTENANCE PROJECTCITY OF ROHNERT PARK18-4827MATCHLINE SEE SHEET 7MATCHLINE SEE SHEET 4MATCHLINE SEE SHEET 4 MATCHLINE SEE SHEET 5 MATCHLINE SEE SHEET 5MATCHLINE SEE SHEET 4 CONSTRUCTION NOTES MATCHLINE SEE SHEET 5MATCHLINE SEE SHEET 124 3 COLLEGE VIEW DRCOLLEGE VIEW DRADRIAN DRADRIAN DR SOUTHWEST BLVD STOP STOPSTOP ST O P STOPSTOP PEDXINGPEDXINGLANEBIKESTOPSTOP AHEADBRIDGIT DRCoastland | DCCM1400 Neotomas AvenueSanta Rosa, CA 95405707.571.8005 | coastlandcivil.comMARCH 2025 157 VARIOUS STREETSPAVEMENT REHABILITATION PLAN2021-2022 PAVEMENT MAINTENANCE PROJECTCITY OF ROHNERT PARK18-4827 4 3 CONSTRUCTION NOTES MATCHLINE SEE SHEET 6 MATCHLINE SEE SHEET 11MATCHLI N E S E E S H E ET 8 MATCHLINE SEE SHEET 8 SANTA BARBARA CTBRIDG IT DRBRUCE AVEA D R I A N D R ST O PSTOP STOPSTOPXINGPEDXINGBRIDGIT DRCoastland | DCCM1400 Neotomas AvenueSanta Rosa, CA 95405707.571.8005 | coastlandcivil.comMARCH 2025 158 VARIOUS STREETSPAVEMENT REHABILITATION PLAN2021-2022 PAVEMENT MAINTENANCE PROJECTCITY OF ROHNERT PARK18-4827 MATCHLINE SEE SHEET 7 MATCHLI N E S E E S H E E T 7MATCHLINE SEE SHEET 9CONSTRUCTION NOTES 4 3 BRUCE AVEBLAIR AVEBLA I R A V E B L A I R A V E BONNIE AVE B URTON AVEBRUCE AVEBONNIE CT BONNIE AVEB URTON CTSTOPSTOP STOPSTOPSTOPSTOPSTOPPEDXINGAD R I A N D R Coastland | DCCM1400 Neotomas AvenueSanta Rosa, CA 95405707.571.8005 | coastlandcivil.comMARCH 2025 159 VARIOUS STREETSPAVEMENT REHABILITATION PLAN2021-2022 PAVEMENT MAINTENANCE PROJECTCITY OF ROHNERT PARK18-4827 MATCHLI N E S E E S H E ET 8MATCHLINE SEE SHEET 10MATCHLINE SEE SHEET 10CONSTRUCTION NOTES 4 3 MATCHLINE SEE SHEET 10 B URTON AVEADRIAN DREAST COTATI AVEST O P STOPSTOPST O P BLAIR AVE ANS O N A V E SOUTHW E S T B L V D LA N E BI K E LANE BIKE PED XING ANSON AV E ALTA AVECoastland | DCCM1400 Neotomas AvenueSanta Rosa, CA 95405707.571.8005 | coastlandcivil.comMARCH 2025 1510 VARIOUS STREETSPAVEMENT REHABILITATION PLAN2021-2022 PAVEMENT MAINTENANCE PROJECTCITY OF ROHNERT PARK18-4827MATCHLINE SEE SHEET 9 MATCHLINE SEE SHEET 9 CONSTRUCTION NOTES 4 3 MATCHLINE SEE SHEET 9 MATCHLINE SEE SHEET 12 SOUTHWEST BLVD STOPSTOPSTOPSTOPLANEBIKELANEBIKELANEBIKESLOWSCHOOLXINGLA N E SLOWSCHOOLXINGBORIS CTSOUTHW E S T B L V D SANTA BA R B A R A D R STOP STOPLANEBIKELANEBIKELANE BIKESTOPSTOP STOPAHEADSOUTHWEST BL V DSTOPSTOP BARON DRSTOPLANEBIKE STOPRRRRCoastland | DCCM1400 Neotomas AvenueSanta Rosa, CA 95405707.571.8005 | coastlandcivil.comMARCH 2025 1511 SOUTHWEST BLVD & BORIS CTPAVEMENT REHABILITATION PLAN2021-2022 PAVEMENT MAINTENANCE PROJECTCITY OF ROHNERT PARK18-4827MATCH L INE SEE BE LOW LE F T MATCHLINE SEE ABOVE RIGHTALMOND ST SEED FARM DR CONSTRUCTION NOTES MATCHLINE SEE BELOW LEFTMATCHLINE SEE ABOVE R IGHTMATCHLINE SEE SHEET 7BURTON AVE SEE SHEET 12 ALMOND STAVA AVEARLEN DRSA N T A A L I C I A D R ANSON AVE ANSON AVEANSON CTALTA AVE ALTA AVESANTA ALICI A D R STOPSTOPSTOP STOP STOP STOPSTOPSTOPSTOPSTOPS T O P LANEBIKESANTA ALICI A D R SA N T A A L I C I A D R SLOWSTOP XINGS TO PSTOPS TO P SCHOOLSLOWCoastland | DCCM1400 Neotomas AvenueSanta Rosa, CA 95405707.571.8005 | coastlandcivil.comMARCH 2025 1512 VARIOUS STREETSPAVEMENT REHABILITATION PLAN2021-2022 PAVEMENT MAINTENANCE PROJECTCITY OF ROHNERT PARK18-4827 CONSTRUCTION NOTES SOUTHWEST BL V DMATCHLINE SEE SHEET 6MATCHLINE SEE SHEET 104 3 BELITA AVE BRENDA WAY BARBI LN BERNICE AVEBARBI LNBURTON AVE STOPBARON DRSTOPSTOPSTOPCoastland | DCCM1400 Neotomas AvenueSanta Rosa, CA 95405707.571.8005 | coastlandcivil.comMARCH 2025 1513 VARIOUS STREETSPAVEMENT REHABILITATION PLAN2021-2022 PAVEMENT MAINTENANCE PROJECTCITY OF ROHNERT PARK18-4827 4 3 CONSTRUCTION NOTES BERNADETTE AVEBEVERLY DR BONITA AVE BETH CT BETH CTBETH CTBEVERLY DR BONITA AVE BETH CT BONNIE AVEBRETT AVEBONNIE AVEB URTON AVE STOPSTOPSTOPSTOPCoastland | DCCM1400 Neotomas AvenueSanta Rosa, CA 95405707.571.8005 | coastlandcivil.comMARCH 2025 1514 VARIOUS STREETSPAVEMENT REHABILITATION PLAN2021-2022 PAVEMENT MAINTENANCE PROJECTCITY OF ROHNERT PARK18-4827 CONSTRUCTION NOTES 4 3 MATCHLINE SEE SHEET 15MATCHLINE SEE SHEET 151 3 SANTA BARBARA DRBRETT AVESANTA BARBARA DRBECKY CTBEVERLY DRBARRY CTB URTON AVEBEVERLY DREAST COTATI AVESTOPSTOPSTOPSTOPSTOP STOP Coastland | DCCM1400 Neotomas AvenueSanta Rosa, CA 95405707.571.8005 | coastlandcivil.comMARCH 20251515VARIOUS STREETSPAVEMENT REHABILITATION PLAN2021-2022 PAVEMENT MAINTENANCE PROJECTCITY OF ROHNERT PARK18-4827CONSTRUCTION NOTES43MATCHLINE SEE SHEET 14MATCHLINE SEE SHEET 1413 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 CITY OF ROHNERT PARK CONTRACT DOCUMENTS, SPECIAL PROVISIONS AND STANDARD SPECIFICATIONS FOR A&B NEIGHBORHOOD PAVEMENT MAINTENANCE PROJECT PROJECT NO. 2022-05 BID DUE DATE: APRIL 29, 2025 Prepared by City of Rohnert Park- Public Works 600 Enterprise Drive Rohnert Park, CA 94928 (707)588-3300 CITY COUNCIL Mayor - Gerard Giudice Vice-Mayor - Emily Sanborn Council Member - Jackie Elward Council Member - Samantha Rodriguez Council Member - Susan H. Adams City Manager - Marcela Piedra City Engineer - Vanessa Garrett Approved: ____________________________________ Vanessa Garrett Date City Engineer OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 TABLE OF CONTENTS Page PART 1 - BID DOCUMENTS Invitation for Sealed Bids 1-1 Instructions to Bidders 1-3 Bidder's Proposal 1-7 Schedule of Bid Prices 1-9 Addendum Acknowledgment 1-10 Contractor's License Declaration 1-11 List of Subcontractors 1-12 Bid Bond 1-13 Noncollusion Declaration 1-14 Declaration of Eligibility to Contract 1-15 In-Use Off-Road Diesel-Fueled Fleets Certification 1-16 Sample Contract 1-17 Insurance 1-24 Sample Certificate of Insurance and Endorsements 1-25 PART 2 - SPECIAL PROVISIONS Paragraph Page Project Owner 2.01 2-1 Location and Description of Work 2.02 2-1 Insurance Requirements for Contractors 2.03 2-1 Bonds 2.04 2-5 Liquidated Damages 2.05 2-5 Withdrawals of Proposals 2.06 2-5 Drawings and Specifications 2.07 2-5 Cooperation and Collateral Works 2.08 2-6 Protection and Restoration of Existing Improvements 2.09 2-6 Permits and Licenses 2.10 2-6 Approved Debris Haulers 2.11 2-6 Field Review Prior to Bidding 2.12 2-7 Testing 2.13 2-7 Working Hours and Record Drawings 2.14 2-7 Project Notification and Identification Sign 2.15 2-7 PART 3–STANDARD SPECIFICATIONS SECTION 1 - DEFINITIONS AND TERMS Paragraph Page Definitions and Terms ........................................................................................... n/a 3-1 SECTION 2 - PROPOSAL REQUIREMENTS AND CONDITIONS Intent ...................................................................................................................... 2.1 3-4 SECTION 3 - AWARD AND EXECUTION OF CONTRACT Award of Contract ....................................................................................... .......... 3.1 3-5 Bid Protests ................................................................... ......................................... 3.2 3-5 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 Return of Proposal Guarantees .............................................................................. 3.3 3-5 Bonds ................................................................................. .................................... 3.4 3-6 Execution of Contract ........................................................................ .................... 3.5 3-6 Failure to Execute Contract ................................................................................... 3.6 3-6 SECTION 4 - SCOPE OF WORK Work to be Done by Contractor .................................................................. .......... 4.1 3-8 Final Cleanup ............................................................................................ ............. 4.2 3-8 Changes in the Contract - Effect Between Parti es ...................................... .......... 4.3 3-8 Maintenance of Detours .............................................................................. .......... 4.4 3-11 Use of Materials Found on the Work .......................................................... .......... 4.5 3-12 SECTION 5 - CONTROL OF THE WORK Authority of City Engineer ....................................................................... ............. 5.1 3-13 Plans..................................................................................................... ................... 5.2 3-13 Conformity with Plans ........................................................................................... 5.3 3-13 Working Drawings ...................................................................................... .......... 5.4 3-13 Coordination of Plans, Specifications, and Special Provisions .................. .......... 5.5 3-13 Interpretation of Plans and Specifications .................................................. .......... 5.6 3-14 Superintendence ..................................................................................................... 5.7 3-14 Lines, Grades and Measurements ............................................................... .......... 5.8 3-14 Inspection .................................................................................................... ........... 5.9 3-15 Unauthorized Work and Defective Work or Materials ............................... ......... 5.10 3-16 Methods and Equipment ............................................................................. .......... 5.11 3-16 Final Inspection and Acceptance ................................................................ .......... 5.12 3-17 Clean up Work ........................................................................................... ............. 5.13 3-17 SECTION 6 - CONTROL OF MATERIALS City -Furnished Materials ........................................................................ ............... 6.1 3-18 Materials t o be Furnished by the Contractor ............................................... ......... 6.2 3-18 Source of Supply and Quality of Materials ................................................. ......... 6.3 3-18 Water and Electric Power ........................................................................... ........... 6.4 3-19 Materials and Workmanship; Warranty................................................................. 6.5 3-19 Storage of Materials .................................................................................... .......... 6.6 3-19 Samples and Specimens .............................................................................. .......... 6.7 3-20 Trade Names and Alternatives .................................................................... .......... 6.8 3-20 Removal of Equipment or Materials ........................................................... .......... 6.9 3-20 Testing of Materials .................................................................................... ........... 6.10 3-20 SECTION 7 - LEGAL RELATIONS AND RESPONSIBILITY Laws to be Observed ................................................................................... .......... 7.1 3-21 Permits ........................................................................................................ ........... 7.2 3-21 Patent Claims .............................................................................................. ........... 7.3 3-21 Sanitary Provisions ..................................................................................... ........... 7.4 3-21 Right of Way and Right of Access .............................................................. ......... 7.5 3-22 Public Convenience and Access ................................................................. .......... 7.6 3-22 Storage of Materials in Public Streets, Roads or Highways ....................... ......... 7.7 3-22 Public Safety ............................................................................................... ........... 7.8 3-22 Street Closures, Detours, Barricades ..................................................................... 7.9 3-23 Use of Explosives ....................................................................................... ........... 7.10 3-23 Preservation of Property ............................................................................. ........... 7.11 3-24 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 Preservation of Monuments ........................................................................ .......... 7.12 3-24 Safeguarding Excavations and Structures ................................................... ......... 7.13 3-24 Emergencies and Responsibility for Damage ............................................. .......... 7.14 3-24 Disposal of Material Outside of City's Right of Way ............................. ............. 7.15 3-25 Contractor's Responsibility for Work ......................................................... .......... 7.16 3-25 City Engineer Cannot Waive Obligations ................................................. ........... 7.17 3-26 Rights in Land Improvements ..................................................................... .......... 7.18 3-26 Personal Liability ........................................................................................ ........... 7.19 3-26 Repair of Equipment ................................................................................... .......... 7.20 3-27 Contractor's Legal Address ......................................................................... .......... 7.21 3-27 Cooperation and Collateral Works .............................................................. .......... 7.22 3-27 Utilities ........................................................................................................ ........... 7.23 3-27 In-Use Off -Road Diesel-Fueled Fleets Regulation. .............................................. 7.24 3-30 SECTION 8 - PROSECUTIONS AND PROGRESS Subcontracts ................................................................................................ ........... 8.1 3-32 Assignment .................................................................................................. .......... 8.2 3-32 Progress of the Work .................................................................................. ........... 8.3 3-32 Character of Workers ................................................................................ ............ 8.4 3-32 Temporary Suspension of Work ................................................................. .......... 8.5 3-32 Time of Essence, Liquidated Damages, Extension of Time by City ...... ............. 8.6 3-33 Default By Contractor…………………………………………………….. ....... 8.7 3-34 Work at Night ........................................................................................................ 8.8 3-34 Maximum Length of Open Trench ............................................................. .......... 8.9 3-34 Limited Acceptance of Work ...................................................................... .......... 8.10 3-35 SECTION 9 - MEASUREMENT AND PAYMENT Measurement for Payment .......................................................................... .......... 9.1 3-36 Scope of Payment ....................................................................................... ........... 9.2 3-36 Deductions from Payments ......................................................................... .......... 9.3 3-36 Schedule of Values...................................................................................... ........... 9.4 3-36 Payments and Monthly Estimates ............................................................... .......... 9.5 3-37 Payment for Extra Work ........................................................................................ 9.6 3-38 Final Payment ............................................................................. ........................... 9.7 3-38 SECTION 10 - CLAIMS BY CONTRACTOR Obligation to File Claims for Disputed Work....................................................... 10.1 3-39 Form and Contents of Claim................................................................................. . 10.2 3-39 Informal Conference after Claim Submission....................................................... 10.3 3-40 Mediation ............................................................................................................... 10.4 3-40 Other Matters ......................................................................................................... 10.5 3-41 Compliance with Statutory Procedures ................................................................. 10.6 3-42 PART 4 – TECHNICAL SPECIFICATIONS 12-1 GENERAL 12-1.01 Description of Work 12-1.02 Construction Limitations 12-1.03 Hours of Work 12-1.04 Access 12-1.05 Public Convenience, Safety and Health OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 12-1.06 Protection of Existing Facilities and Property 12-1.07 Public & Emergency Services Notification 12-1.08 Quality Control 12-1.09 Storm Water Pollution Prevention 12-1.10 Temporary Erosion Control 12-1.11 Construction Area Signs 12-1.12 Traffic Control System 12-1.13 Construction Staking 12-1.14 Tests and Inspection 12-1.15 Project Identification Sign 12-1.16 Mobilization and Demobilization 12-2 EXISTING FACILITIES 12-2.01 Existing Facilities 12-2.02 Removal of Miscellaneous Items 12-2.03 Sawcut Pavement 12-2.04 Remove Concrete 12-2.05 Remove Asphalt Concrete 12-2.06 Remove and Replace Sewer Manhole Grade Rings, Frame and Cover 12-2.07 Adjust Fire Hydrant and Water Valve to Grade 12-2.08 Measurement and Payment 12-3 STREET SWEEPING / PAVEMENT PREPARATION 12-3.01 Description 12-3.02 Payment 12-4 Crack Sealing 12-4.01 Crack Sealing 12-4.02 Materials 12-4.03 Preparation 12-4.04 Sealing 12-4.05 Measurement and Payment 12-5 DIGOUT REPAIR 12-5.01 Description: 12-5.02 Disposal: 12-5.03 Measurement and Payment: 12-6 ASPHALT CONCRETE 12-6.01 Description: 12-6.02 Measurement and Payment: 12-7 SLURRY SEAL 12-7.01 Description: 12-7.02 Quality Control and Acceptance 12-7.03 Calibration and Demonstration of Spreading Equipment: 12-7.04 Construction 12-7.05 Post Sweeping: 12-7.06 Measurement and Payment: OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 12-8 CONCRETE CURBS, SIDEWALKS and DRIVEWAYS 12-8.01 Description: 12-8.02 Disposal: 12-8.03 Measurement and Payment: 12-9 TRAFFIC STRIPING AND MARKINGS 12-9.01 Description: 12-9.02 Measurement and Payment: 12-10 PAVEMENT MARKERS 12-10.01 Description 12-10.02 Measurement and Payment 12-11 FINAL CLEANUP 12-11.01 Description: 12-11.02 Measurement and Payment: PART 5 – DRAWINGS Sheet No. Description 1 Cover Sheet 2 Abbreviations, Legend, General Notes and Sheet Index 3 Details 4 Pavement Rehabilitation Plan - Various Streets 5 Pavement Rehabilitation Plan - Various Streets 6 Pavement Rehabilitation Plan - Various Streets 7 Pavement Rehabilitation Plan - Various Streets 8 Pavement Rehabilitation Plan - Various Streets 9 Pavement Rehabilitation Plan - Various Streets 10 Pavement Rehabilitation Plan - Various Streets 11 Pavement Rehabilitation Plan – Southwest Blvd. & Boris Ct. 12 Pavement Rehabilitation Plan - Various Streets 13 Pavement Rehabilitation Plan - Various Streets 14 Pavement Rehabilitation Plan - Various Streets 15 Pavement Rehabilitation Plan - Various Streets OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 PART 1 - BID DOCUMENTS A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-1 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 INVITATION FOR SEALED BIDS A&B NEIGHBORHOOD PAVEMENT MAINTENANCE PROJECT PROJECT NO. CIP2205 Notice is hereby given that on April 29, 2025, at 2:00 PM at 130 Avram Avenue, Rohnert Park, California, the City of Rohnert Park will receive and open sealed bids for the A&B Neighborhood Pavement Maintenance Project, Project No. CIP2205. Sealed bids shall be dropped off in the secured box to the right of the main doors in front of City Hall before 2:00 PM on April 29, 2025. The work is described generally as the pavement rehabilitation of various streets within the City of Rohnert Park “A” and “B” Neighborhoods including digout repairs, weed/vegetation abatement, crack sealing, and slurry seal paving. The Contractor must have a valid California contractor’s license, a Class A or C-12 license. The Engineer’s estimate for this Project is $1.56 Million. The Contractor must begin work within fifteen (15) calendar days after official notice by the City Engineer to proceed with the work and must diligently prosecute the same to completion within 50 Working Days of that Notice. Under California Labor Code Section 1770, et seq., copies of the determination of the Director of the Department of Industrial Relations of the general prevailing rate of per diem wages for each craft, classification and type of workman needed to execute the work are on file in and available to any interested person on request at the Department of Public Works, or on the Internet at http://www.dir.ca.gov/dlsr/PWD/index.htm, and are incorporated herein. (Labor Code Sec. 1773.2.) Prevailing wage determinations must also be posted at each job site. Labor Code Section 1725.5 provides that no contractor or subcontractor may be listed on a bid proposal for a public works project nor awarded a contract for public work on a public works project unless registered with the Department of Industrial Relations [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. This Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. All contractors and subcontractors must furnish electronic certified payroll records directly to the Labor Commissioner (aka Division of Labor Standards Enforcement). The prime contractor must also post jobsite notices prescribed by regulation. Per California Civil Code Section 9550, a payment bond in the amount of one hundred percent (100%) of the bid total will be required from the successful bidder for bids exceeding twenty-five thousand dollars ($25,000). A performance bond will also be required for bids exceeding twenty-five thousand dollars ($25,000). The bond(s) must be provided within fifteen (15) calendar days from notice of award and prior to the performance of any work. For any moneys earned by the Contractor and withheld by the City of Rohnert Park to ensure the performance of the contract, the Contractor may, at it s request and sole expense, substitute certain securities equivalent to the amount withheld in the form and manner and subject to the terms and conditions provided in the California Public Contracts Code Section 22300. This notice incorporates by reference the terms, conditions and requirements of the specifications approved by the City, any and all changes or amendments to the specifications, and special instructions or special notice issued or given to prospective bidders. The City of Rohnert Park makes no representation or warranty of the condition of the jobsite. All prospective bidders are requested to carefully review the plans and specifications and to examine and conduct tests or otherwise satisfy themselves as to the conditions at the Project site, subject to coordination with the office of the Rohnert Park City Engineer. Except as otherwise indicated in the Instructions to Bidders, bids will be publicly opened, examined and A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-2 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 declared on said day and hour and referred to and considered by the City Council at a future City Council meeting. Each bid must be submitted on the bid forms furnished by the City, and each bid must include all the items shown on these forms. Substitute forms may be used if specified in this Notice. A prebid conference will not be held. The City reserves the right, in its sole discretion, to reject any or all bids, to re-bid, or to waive inconsequential defects in bidding not involving time, price or quality of the work. The City may reject any and all bids and waive any minor irregularity in the bids. A digital copy of the drawings and specifications can be obtained on the Bids page of the City of Rohnert Park website (www.rpcity.org/Bids). A hard copy of the drawings and specifications may be obtained from Draftech for a non-refundable fee. Draftech Blueprinting is located at 1544 Terrace Way, Santa Rosa, CA 95404, phone number 707-578-9442. To ensure receipts of addendums, any party interested in the Project shall place their information with the Department of Public Works at 707-588-3300 or PWProjects@rpcity.org. Posted Date: 4/2/25 /s/ SYLVIA LOPEZ CUEVAS Published Date: 4/4/25 & 4/11/25 City Clerk of the City of Rohnert Park A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-3 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 INSTRUCTIONS TO BIDDERS The bidder must file its bid with the City Engineer of the City of Rohnert Park, California, using the copy of the Bidder's Proposal and Schedule of Bid Prices furnished with the specifications. These documents must be placed in a sealed envelope marked: A&B NEIGHBORHOOD PAVEMENT MAINTENANCE PROJECT PROJECT NO. CIP2205 and addressed to the City Engineer of the City of Rohnert Park, California. Said sealed bids shall be dropped off in the secured box to the right of the main doors in front of City Hall located at 130 Avram Avenue, Rohnert Park, California before 2:00 PM on April 29, 2025. The bidder must not file the book of Special Provisions or the Contract Drawings with their bid. The bidders’ attention is directed to the schedule of bid prices that requires this Project be bid as a combination of unit price and lump sum contract. The lowest bidder will be determined through the base bid. Bid Forms. Each proposal and all bid submittals must conform and be responsive to the Invitation and the Plans, Specifications and Contract documents. The wording of the proposal and bid submittals must not be changed. Any additions, conditions, limitations, or provisions inserted by the bidder will render the proposal irregular and may cause its rejection. Erasures or interlineations in the proposal or other submittals must be explained or noted over the signature of the bidder. In case of discrepancy between a unit price and the total price set forth for the unit price item, the unit price shall prevail. Discrepancies between the indicated sum of any column of numerals and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between written words and figures, or words and numerals, will be resolved in favor of the words. Prices. All proposals must give the prices proposed, both in writing and in figures in the respective spaces provided, and must be signed by the bidder, who must fill out all blanks in the proposal form as therein required. Rejection of Bids. Proposals may be rejected if they show any alterations of form, additions not called for, conditional proposals, incomplete proposals, erasures, or irregularities of any kind, excepting that erasures or delineations in the proposal will be accepted as prov ided under “Bid Forms” above. When proposals are signed by an agent, other than the officer or officers of a corporation authorized to sign Contracts on its behalf or a member of a co-partnership, a Power of Attorney must be on file with the City prior to opening proposals or must be submitted with the proposal; otherwise, the proposal may be rejected as irregular and unauthorized. Bid Security. All proposals must be presented under sealed cover and accompanied by one of the following forms of bidder’s security: Cashier’s check, certified check, or a bidder’s bond in the form provided herein, executed by an admitted surety insurer authorized to transact business in this State, made payable to the City. The submitted bidder’s bond must be the City’s bid bond. The security must be in an amount equal to at least ten percent (10%) of the proposal amount. A proposal will not be considered unless one of the forms of bidder’s security is enclosed with it. A bidder’s bond will not be accepted unless it has been properly filled out and executed by both the surety and the bidder. Withdrawal of Bid. Any bid may be withdrawn at any time prior to the time fixed in the public notice for the opening of proposals only by a written request for withdrawal of the bid filed with the City Engineer. The request must be executed by the bidder or its duly authorized representative. The withdrawal of a bid does A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-4 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 not prejudice the right of the bidder to file a new bid. No bid may be withdrawn after the time fixed in the public notice for the opening of bids. Means of Submittal. Proposals submitted by facsimile and proposals failing to reach the office of the City prior to the date and time set for receipt of same will not be considered. Opening. Bids will be opened and read at the time and place indicated in the Invitation for Sealed Bids. Bidders and the public are invited to be present. Multiple Proposals. More than one proposal from an individual, a firm, partnership, corporation or an association under the same or different names, will not be considered. Reasonable grounds for believing that any bidder is interested in more than one proposal for the work contemplated will cause the rejection of all proposals in which such bidder is interested. If there is reason for believing that collusion exists among the bidders, none of the participants in such collusion will be considered in this or future proposals. Proposals in which the prices obviously are unbalanced may be rejected. License Requirement. No proposal will be accepted from a Contractor who is not licensed in accordance with law under the provisions of Division III, Chapter 9, of the Business and Professions Code of the State of California, or from a Contractor that has been deemed irresponsible or unresponsive by the City Council. Subcontractors. Subcontractors listed by the bidder in accordance with the Special Provisions included herein must be properly licensed under the laws of the State of California for the type of work which they are to perform. All bidders are her eby notified that they will be required to comply strictly with the provisions of Sections 4100 to 4113, inclusive, of the Public Contract Code of the State of California. Each bidder must file with its proposal the name and location of the place of business, contractor’s license number and Department of Industrial Relations registration number of each Subcontractor who will perform a portion of the Contract work in an amount in excess of one-half of one percent (0.5%), or in the case of bids for the construction of streets or highways, including bridges, in excess of one-half of one percent (0.5%) of the total bid or ten thousand dollars ($10,000). In each such instance, the nature and extent of the work to be sublet must be described. The General Contractor to whom the Contract is awarded will not be permitted, without the written consent of the City, to substitute any person as Subcontractor in place of the Subcontractor designated in the original proposal, or to permit any Subcontract to be assigned or transferred, or to allow it to be performed by anyone other than the original Subcontractor. The City may consent to the substitution of another person as Subcontractor if the original Subcontractor, after having reasonable opportunity to do so, fails or refuses to execute the written Contract presented to it by the General Contractor, when said written Contract is based upon the conditions of the general Contract and complies with the Subcontractor’s written proposal. The failure of the Contractor to specify a Subcontractor for any portion of the Contract work in excess of one- half of one percent (0.5%) of the total Contract price must be deemed to indicate that the Contractor intends to perform such portion itself. The subletting or Subcontracting of work for which no Subcontractor was designated in the original proposal and which is in excess of one-half of one percent (0.5%) of the total Contract price will be allowed only with the written consent of the City and then only in cases of public emergency or necessity as determined by the City. Under such circumstances, the City is required to establish the facts constituting the emergency or necessity and to reduce its findings to a written public record. Violations of the provisions of these specified sections of the Code must be deemed to be a violation of the Contract, and the City, because of any such violations, may cancel the Contract. The Contractor, after any such violations, will be penalized up to twenty percent (20%) of the amount of the Subcontract involved. A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-5 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 Material. The bidder may be required to furnish, as part of the submittal process, a complete statement of the origin, composition, and manufacture of any or all materials to be used in the construction of the work, together with samples. Such samples may be subjected to the tests provided for in these specifications or in the Special Provisions to determine their quality and fitness for the work. Additional Requirements. The bidder’s attention is directed to Section 3 of the General Provisions for additional proposal requirements and conditions, and information regarding award and execution of the contract. Contractor submitting a bid to the City of Rohnert Park, a public entity, must state, under penalty of perjury, the contractor’s license number and the license’s expiration date. This information must be entered in the Schedule of Bid Prices. No contractor or subcontractor may be awarded a contract for public work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. Explanations and Addenda. Any explanation desired by the bidders regarding the meaning or interpretation of the drawings and specifications must be requested in writing and in sufficient time to allow for a written reply to reach them and all other potential bidders before the date and time for submission of bids. Oral explanation or instructions given before award of the contract will not be binding. Any interpretations made will be in the form of an addendum to the specifications or drawings and will be furnished to all bidders and its receipt by the bidder must be acknowledged. Any explanation that makes a material change, addition, or deletion to the terms of the Invitation for Sealed Bids shall be issued no less than seventy-two (72) hours before the date and time for submission of bids. If an explanation making a material change, addition, or deletion must be issued less than seventy-two (72) hours before the scheduled date and time for submission of bids, the date and time for submission shall be extended so that a full seventy-two (72) hours is provided for analysis of the change, addition, or deletion. Quantity of Work. The quantity of work for the unit price items to be done under the contract as noted in the Bid Schedule is but an estimate and is not to be taken as an expressed or implied statement that the actual quantity of work will correspond to the estimate. The right is reserved to increase or decrease, or to entirely eliminate items from the work if found desirable or expedient. The Contractor will be allowed no claims for anticipated profits, loss of profits, or for any damages of any sort because of any difference between the estimated and the actual quantities of work done. The quantities given in the schedule for unit price items are for comparing proposals and may vary from the actual final quantities. Some quantities may be increased and others may be decreased or entirely eliminated, and no claim must be made against the City for damage occasioned thereby or for loss of anticipated profits, the Contractor being entitled only to compensation for the actual work done at the unit prices proposal. The City reserves and must have the right to increase or decrease the quantities of work to be performed under a scheduled unit item or to entirely omit the performance thereof and upon decision of the City to so do, the City Engineer will direct the Contractor to proceed with the said work as so modified. If an increase in the quantity of work so ordered should result in delay to the work, the Contractor will be given an equivalent extension of time. All estimates and all measurements used in determining the quantities of unit price items of work done, the percentage of completion of lump sum items of work, and the quantity of materials furnished under the Contract at various times during the progress of the work must be the Engineer’s estimates and measurements. The planimeter must be considered an instrument of precision adapted to the measurements of all areas. Insurance. The bidders’ attention is drawn to Special Provisions − Location and Description of Work and Special Provisions − Minimum Limits of Insurance. A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-6 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 Inspection of Site. The bidder must examine carefully the site of the work contemplated and the proposal, plans, specifications, and the Contract form therefor. It will be assumed that the bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and quantities of work to be performed and materials to be furnished, and as to the requirements of these specifications, the Special Provisions, and the Contract. Where the City has investigated the subsurface conditions in respect to foundation or other design, bidders may inspect the City’s investigation records , including examination of samples, if available. When the Plans include a log of test borings showing a record of the data obtained in the City’s investigation of subsurface conditions, said log represents only the City’s opinion as to the character of material encountered by it in its test borings and is only included for the convenience of bidders. Investigations of subsurface conditions are made for the purpose of design. The City assumes no responsibility what so ever in respect to the sufficiency or accuracy of borings or of the log of test borings or other preliminary investigations, or of the interpretation thereof, and there is no guaranty, either expressed or implied, that the conditions indicated are representative of those existing throughout the work, or any part of it, or that uninvestigated developments may not occur. Making such information available to the bidders is not to be construed in any way as a waiver of the provisions of the first paragraph of this article and bidders must satisfy themselves through their own investigations as to conditions to be encountered. No information derived from such inspection of the records of preliminary City investigations or from the maps, plans, specifications, profiles or drawings will in any way relieve the Contractor from any risk from properly fulfilling all the terms of the Contract. Records of such preliminary City investigations may be inspected at the office of the Engineer. Pre-construction Meeting. At the pre-construction meeting, the successful bidder must submit a CPM progress schedule which will show the time he/she proposes to occupy in prosecuting the various major divisions of work and his/her proposed sequence of operations. The CPM progress schedule must be subject to the approval of the City Engineer. Adjustment of Schedule. If at any time the construction schedule is inadequate to secure completion of the work within the time specified, and the work is being prosecuted inadequately or improperly, the Engineer may require the Contractor to submit a revised progress schedule, providing for proper and timely completion of the work. The Contractor is not entitled to additional compensation on account of revisions required by the City. A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-7 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 BIDDER’S PROPOSAL A&B NEIGHBORHOOD PAVEMENT MAINTENANCE PROJECT PROJECT NO. CIP2205 To: City Council, City of Rohnert Park The undersigned hereby declares: (a) That the only persons or parties interested in this proposal as principals are the following: ________________________________________________________________________. (If the bidder is a corporation, give the name of the corporation and the name of its president, secretary, treasurer, and manager. If a co-partnership, give the name under which the co-partnership does business, and the names and addresses of all co-partners. If an individual, state the name under which the contract is to be drawn.) (b) That this proposal is made without collusion with any other person, firm, or corporation. (c) That he/she has carefully examined the locations of the proposed work and has familiarized himself/herself with all of the physical and climatic conditions and makes this bid solely upon his/her own knowledge. (d) That he/she has carefully examined the drawings and specifications and makes this proposal in accordance therewith. (e) That, if this bid is accepted, he/she agrees to enter into an agreement with City in the form included in the Contract Documents to complete all work as specified in the Contract for the contract price and within the contract time indicated in this bid and in accordance with the Contract Documents. (f) That this bid will remain open and not be withdrawn for the period specified in the Instructions to Bidders. (g) That he/she has read the insurance requirements in Section 2.03, Insurance in the Special Provisions section of this bid document; (h) That he/she has conferred with his/her insurance carriers or brokers to determine in advance of the bid submission the availability of insurance certificates and endorsements as prescribed and provided herein; (i) That if the bid is accepted, he/she will enter into a written contract and within fifteen (15) calendar days furnish the required proof of insurance including certificates and endorsements; (j) That failure to comply strictly with the insurance requirements may result in forfeiture of the bid security and withdrawal of the bid proposal. (k) That he/she is properly licensed in accordance with California Business and Professions Code section 7000, et seq. Bidder acknowledges that if the bidder is not properly licensed at the time the bid is awarded or as otherwise required by law, the bid will be considered non-responsive and will be rejected. (l) That he/she and any subcontractor relied on by him will keep an accurate payroll record, showing the name, address, Social Security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by the contractor or subcontractor in connection with the public work, as more fully set forth in the Contract. All contractors and subcontractors must furnish electronic certified payroll records directly to the Labor Commissioner (aka Division of Labor A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-8 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 Standards Enforcement). (m) That in compliance with the Subletting and Subcontracting Fair Practices Act, California Public Contracts Code Section 4100, et seq., he/she has listed on the attached “List of Subcontractors” each subcontractor who will perform work or labor or render service to the bidder in or about the construction of the work or will specifically fabricate and install a portion of the work in an amount in excess of one half of one percent (0.5%) of the total bid sum 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 (0.5%) of the total bid or ten thousand dollars ($10,000), whichever is greater, and that no subcontractors may be used other than those specified without written approval of the City Engineer. Accompanying this proposal is a certified or cashier’s check, or bidder’s bond payable to the order of the City Clerk of the City of Rohnert Park, in the sum of _______________________ dollars ($_________________). Said bidder’s bond is the City’s bid bond form. Said bidder’s bond has been duly executed by the undersigned bidder and by a financially sound surety company admitted in the State of California. It is understood and agreed that should the bidder fail within fifteen (15) calendar days after the date of mailing written notice to the successful bidder that the contract has been awarded to enter into the contract and furnish acceptable surety bonds and insurance on forms included herein, then the proceeds of said check or bidder’s bond will become the property of the City. But if the contract is entered into and said bonds are furnished, or if the bid is not accepted, then said check will be returned to the undersigned or the bidder will be released from the bidder’s bond. ______________________________ ______________________________ Address of Bidder Telephone Number of Bidder ______________________________ ______________________________ City, State, Zip Signature of Bidder A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-9 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 SCHEDULE OF BID PRICES A&B NEIGHBORHOOD PAVEMENT MAINTENANCE PROJECT PRO JECT NO. CIP2205 In accordance with the plans and specifications approved by the City of Rohnert Park, the undersigned bidder is submitting the following bid prices for the performance of the entire proposed work as described in these specifications and attached drawings. The contract award will be based upon the Base Bid. The Bid Alternates may or may not be approved, based on available budget. ITEM NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL COST 1 Traffic Control System 1 LS 2 Project Identification Sign 2 EA 3 Mobilization and Demobilization 1 LS 4 Adjust Fire Hydrant and Water Valve to Grade 1 LS 5 Digout Repair 5,035 SY 6 Slurry Seal - Type II 190,947 SY 7 Minor Concrete, Curb and Gutter 35 LF 8 Minor Concrete, Sidewalk/Driveway Apron 140 SF 9 4" White Thermoplastic Stripe 1,826 LF 10 4" Yellow Thermoplastic Stripe 2,329 LF 11 6" White Thermoplastic Stripe 12,443 LF 12 12" White Thermoplastic Limit Line 795 LF 13 12" White Thermoplastic Crosswalk Stripe, BASIC Crosswalk 2,216 LF 14 White Thermoplastic Pavement Markings/Legends 2,541 SF 15 Yellow Thermoplastic Pavement Markings/Legends 316 SF 16 White Thermoplastic Pavement Markings - Continental/Ladder Crosswalk 1,854 SF 17 Yellow Thermoplastic Pavement Markings - Continental/Ladder Crosswalk 4,852 SF 18 Traffic Stripe, Detail 2 1,684 LF 19 Traffic Stripe, Detail 9 1,236 LF 20 Traffic Stripe, Detail 22 6,137 LF 21 Traffic Stripe, Detail 38 719 LF 22 Traffic Stripe, Detail 38A 50 LF 23 Traffic Stripe, Detail 39 4,459 LF 24 Traffic Stripe, Detail 39A 362 LF 25 Median Island Treatment 6 EA 26 White Thermoplastic Bulbout Striping and Non Reflective Markers 1 LS 27 Blue, Two-way Retroreflective Pavement Markers 93 EA Total Amount of Bid (written in words) is: dollars and cents. Any discrepancy between words and figures shall be resolved as provided in the Instructions to Bidders. $_____________________________ (Figures) A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-10 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 Bid Additive Alternate Item No. Item Description Item Quantity Unit Unit Price Total Cost AA-1 Remove and Replace Sewer Manhole Grade Rings, Frame & Cover 9 EA ______________________________ ______________________________ Address of Bidder Signature of Bidder ______________________________ ______________________________ City, State, Zip Name of Bidder (Print) ______________________________ ______________________________ Telephone Number of Bidder FAX Number of Bidder ______________________________ Contractor’s License Number License’s Expiration Date ______________________________ Contractor’s DIR Number Contractor’s email address A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-11 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 ADDENDUM ACKNOWLEDGEMENT ADDENDUM #1 Date Signature acknowledging receipt: ADDENDUM #2 Date Signature acknowledging receipt: ADDENDUM #3 Date Signature acknowledging receipt: A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-12 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 CONTRACTOR’S LICENSE DECLARATION (Business and Professions Code Section 7028.15) The undersigned declares that he or she is ________________________________ of ____________________________. (party making foregoing bid) (hereinafter the "Bidder") 1. Bidder’s Contractor’s License Number is as follows:___________________________. 2. The expiration date of Bidder’s Contractor’s License is _______________, 20___. 3. Bidder acknowledges that pursuant to Business and Professions Code Section 7028(a), it is a misdemeanor for any person to submit a bid to a public agency in order to engage in the business or act in the capacity of a contractor within this State without having a license therefor, except as provided therein. The undersigned declares, under penalty of perjury, that the representations made by the undersigned in this bid proposal are true and correct. Executed on ________________________, 20 ___, at _____________________________ (insert city and state where Declaration signed). ________________________________________ Signature ________________________________________ Typed Name ________________________________________ Title ________________________________________ Name of Bidder A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-13 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 LIST OF SUBCONTRACTORS In accordance with the provisions of Public Contact Code Sections 4103 to 4108, inclusive, each bidder must list below the name and location of place of business, contractor’s license number and Department of Industrial Relations registration number of each subcontractor who will perform a portion of the contract work in an amount in excess of one-half of one percent (0.5%) of the total contract price. In each such instance, the nature and extent of the work to be sublet must be described. Subcontractor name, California Contractor’s License Number and DIR Registration Number Location of Place of Business Description of Work to be Performed (also show bid Schedule Item No.) Percentage of total contract work to be performed Name: CLN: DIR: Name: CLN: DIR: Name: CLN: DIR: Name: CLN: DIR: Name: CLN: DIR: Name: CLN: DIR: Name: CLN: DIR: Name: CLN: DIR: [Add additional sheets if necessary] **Note, the Subletting and Subcontracting Fair Practices Act also requires inclusion of any subcontractor who specially fabricates and installs a portion of the work according to detailed drawings. A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-14 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 BID BOND Bond No. _________ WHEREAS, ______________________________________________ (“Principal”) intends to submit a bid to the City of Rohnert Park (“City”) for the above-referenced Project, and the terms of the bid require the Principal to submit bidder’s security. NOW, THEREFORE, Principal and , a corporation organized and existing under the laws of the State of and duly authorized to transact business under the laws of the State of California as Surety, are held and firmly bond unto City in the sum of dollars ($_______________) lawful money of the United States of America, such sum being not less than ten percent (10%) of the bid amount for the payment of which sum to be made, the Principal and Surety 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 Principal submits a bid for the above-referenced Project, the terms and conditions of which are incorporated herein by reference, and if said bid is rejected by the City, or if said bid is accepted by the City and the Bidder properly executes and submits to the City the Agreement and all required documents (including the Performance bond, the Payment Bond, and the proof of insurance), then this obligation will be null and void; otherwise it will remain in full force and effect. The Surety hereby agrees, for value received, that its obligations under this bond must in no way be impaired or modified by any agreement between the City and the Principal to extend the time within which the City may accept the Principal’s bid, and the Surety hereby waives notice of any such extension. In the event suit is brought upon this bond, the Surety must pay reasonable attorneys’ fees and costs incurred by the prevailing parties in such suit, which fees and costs must be in addition to the face amount of the bond. IN WITNESS WHEREOF, the undersigned represent and warrant that they have the right, power, legal capacity, and authority to enter into and execute this document on behalf of the Principal and the Surety and have caused this document to be executed by setting hereto their names, titles and signatures. Principal: _________________________ Surety: _____________________________ (Name of Firm) (Name of Firm) By: ______________________________ By: ________________________________ Title: _____________________________ Title: ______________________________ Date: _____________________________ Date: ______________________________ Address for Notices to Surety: ___________________________________ ___________________________________ ___________________________________ Note: Notary acknowledgment for Surety and Surety’s Power of Attorney must be attached. A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-15 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 NONCOLLUSION DECLARATION TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID The undersigned declares: I am the _________________ of ______________, 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 a 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 their 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 _____________________ [city], ___________________ [state].. Firm (print or type) Signature A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-16 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 DECLARATION OF ELIGIBILITY TO CONTRACT The undersigned, a duly authorized representative of the bidder, certifies and declares that: 1. The bidder is aware of California Labor Code Sections 1771.1 and 1777.7, 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 bidder is not prohibited from bidding on, being awarded, or performing work as a contractor or subcontractor on a public works project under Labor Code sections 1771.1 and 1777.7, or any other provision of law. 3. The bidder is aware of 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 1771.1 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 will be returned to the awarding body. The contractor is responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the project. 4. The bidder has investigated the eligibility of each and every subcontractor that bidder intends to use on this public works project and has determined that none of them is ineligible to perform work as a subcontractor on a public works project by virtue of Public Contract Code Section 6109, Labor Code Sections 1771.1 and 1777.7, or any other provision of law. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed this ________ day of ___________________, 20___, at ______________________, California. Signature and Title of Authorized Official A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-17 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 IN-USE OFF-ROAD DIESEL-FUELED FLEETS CERTIFICATION TO BE EXECUTED BY ALL BIDDERS AND SUBMITTED WITH BID The undersigned Bidder certifies to Owner as set forth in sections 1 through 2, below. 1. Certification of Compliance. I hereby certify that I and all of my Subcontractors will conform to the California Air Resource Board (CARB) In-Use Off-Road Diesel-Fueled Fleets requirements for all work involving the use of vehicles subject to the regulations, including, without limitation, as applicable, the Contracting Requirements in Title 13 CCR section 2449, subdivision (i), subparts (1) – (4), and the Prime Contractor Requirements in Title 13 CCR section 2449, subdivision (j), subparts (1) – (5). 2. Instructions. Check one (1) box below. ☐ Bidder’s current CARB issued Certificate of Reported Compliance accompanies this Certification. (If this box is checked, the Certificate must be provided.) ☐ Bidder certifies that its work on the Project (including work of its Subcontractors) does not involve the use of vehicles subject to the CARB In-Use Off-Road Diesel-Fueled Fleets requirements. BIDDER: (Name of Bidder) Date: ___________________, 202__ By: (Signature) Name: (Print Name) Its: (Title) A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-18 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 C O N T R A C T A&B NEIGHBORHOOD PAVEMENT MAINTENANCE PROJECT PROJECT NO. CIP2205 THIS AGREEMENT is made and entered into this _____ day of______________, 20___, by and between _____________________, (“Contractor”) License No. ____________, DIR No. _______________, DIR Expiration Date ________________, and the City of Rohnert Park, (“City”) (“Agreement”). WHEREAS, the City Council of said City has awarded a contract to Contractor for performing the work hereinafter mentioned in accordance with the sealed proposal of said Contractor. NOW, THEREFORE, IT IS AGREED, as follows: 1. Scope of Work: Contractor must perform all the work and furnish all the labor, materials, equipment and all utility and transportation services required to complete all of the work of construction and installation of the improvements more particularly described in the Resolution adopted by the City Council of said City on <<MONTH DAY, YEAR>>, the items and quantities of which are more particularly set forth in Contractor’s bid therefor on file in the office of the City Clerk, except work to be performed by subcontractors as set forth in Contractor’s bid and for which Contractor retains responsibility. 2. Time of Performance and Liquidated Damages: A. Contractor must begin work within fifteen (15) calendar days after official notice by the City Engineer to proceed with the work and must diligently prosecute the same to completion within 50 working days of that Notice. Contractor acknowledges and agrees that time is of the essence with respect to Contractor’s work and that Contractor shall diligently pursue performance of the work. B. In the event Contractor does not complete the work within the time limit so specified or within such further time as said City Council must have authorized, Contractor must pay to City liquidated damages in the amount of Two Thousand Forty Dollars ($2,040) per day for each and every day’s delay in finishing the work beyond the completion date so specified. Additional provisions with regard to said time of completion and liquidated damages are set forth in the specifications, which provisions are hereby referred to and incorporated herein by reference. 3. Payments: A. City will pay Contractor for said work performed at the times and in the manner provided in the specifications and at the unit prices stated in Contractor’s bid. B. The award of the contract is for a total amount not to exceed <<AMOUNT [words ($_____)]>>. 4. Component Parts and Interpretation: A. This contract consists of the following documents, each of which is on file in the office of the City Clerk and all of which are incorporated herein and made a part hereof by reference thereto (“Contract Documents”): 1) This Agreement 2) Notice Inviting Sealed Proposals A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-19 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 3) Instruction and Information to Bidders 4) Accepted Proposal, with all attachments and certifications 5) Performance Bond 6) Payment Bond 7) Special Provisions 8) Standard Specifications 9) Technical specifications 10) Design Standards 11) Plans, Profiles and Detailed Drawings B. In the event of conflict between these documents, the following order of precedence will govern: this Agreement; change orders; supplemental agreements and approved revisions to plans and specifications; special conditions; standard specifications; detail plans; general plans; standard plans; and reference specifications. In the absence of a controlling or contrary provision in the foregoing, the Standard Specifications (Current Edition) of the California Department of Transportation shall apply to this Project. 5. Independent Contractor. Contractor is and will at all times remain as to City a wholly independent contractor. Neither City nor any of its officers, employees, or agents will have control over the conduct of Contractor or any of Contractor’s officers, employees, agents or subcontractors, except as expressly set forth in the Contract Documents. Contractor may not at any time or in any manner represent that it or any of its officers, employees, agents, or subcontractors are in any manner officers, employees, agents or subcontractors of City. 6. Prevailing Wages: A. Copies of the determination of the Director of the Department of Industrial Relations of the prevailing rate of per diem wages for each craft, classification or type of worker needed to execute this Contract will be on file in, and available at, the office of the Director at 601 Carmen Drive, Camarillo, California 93010. B. Contractor must post at the work site, or if there is no regular work site then at its principal office, for the duration of the Contract, a copy of the determination by the Director of the Department of Industrial Relations of the specified prevailing rate of per diem wages. (Labor Code Sec. 1773.2.) C. Contractor, and any subcontractor Contractor may engage may pay not less than the specified prevailing rate of per diem wages to all workers employed in the execution of the Agreement. (Labor Code § 1774.) Contractor is responsible for compliance with Labor Code Section 1776 relative to the retention and inspection of payroll records. D. Contractor must comply with all provisions of Labor Code section 1775. Under Section 1775, Contractor may forfeit as a penalty to City up to two hundred dollars ($200) for each worker Contractor or any subcontractor employs in the execution of the Contract for each calendar day, or portion thereof, in which the worker is paid less than the prevailing rates. Contractor may also be liable to pay the difference between the prevailing wage rates and the amount paid to each worker for each calendar day, or portion thereof, for which each worker was paid less than the prevailing wage rate. A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-20 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 E. With each application for payment, Contractor shall also deliver certified payrolls to the City as set forth above in these General Conditions, and concurrently therewith (but in no event less frequently than monthly) directly to the Labor Commissioner in the format prescribed by the Labor Commissioner. F. If federal funds are used to pay for the Work, Contractor and any subcontractor agree to comply, as applicable, with the labor and reporting requirements of the Davis-Bacon Act (40 USC § 276a-7), the Copeland Act (40 USC § 276c and 18 USC § 874), and the Contract Work Hours and Safety Standards Act (40 USC § 327 et. seq.). 7. Hours of Labor: Contractor acknowledges that under California Labor Code sections 1810 and following, eight hours of labor constitutes a legal day’s work. Contractor will forfeit as a penalty to City the sum of twenty-five dollars ($25) for each worker employed in the execution of this Contract by Contractor or any subcontractor for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week in violation of the provisions of Labor Code Section 1810. 8. Apprentices: A. Contractor and any subcontractor under him must comply with the requirements of Labor Code Sections 1777.5 and 1777.6. Section 1777.5, as amended, requires Contractor or any subcontractor employing tradesmen in any apprenticeable 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 must not be less than one to five except: 1) When unemployment in the area of coverage by the joint apprenticeship committee has exceeded an average of fifteen percent (15%) in the ninety (90) days prior to the request for certificate, or 2) When the number of apprentices in training in that area exceeds a ratio of one (1) to five (5), or 3) When the trade can show that it is replacing at least one-thirtieth (1/30) of its membership through apprenticeship training on an annual basis statewide or locally, or 4) When the assignment of an apprentice to any work performed under a public works contract would create a condition which would jeopardize his life or the life, safety, or property of fellow employees or the public at large, or if the specified task to which the apprentice is to be assigned is of such a nature that training cannot be provided by a journeyman, or 5) When Contractor provides evidence that he employs registered apprentices on all of his contracts on an annual average of not less than one (1) apprentice to eight (8) journeymen. B. Contractor is required to make contributions to funds established for the administration of an apprenticeship program if he employs registered apprentices or journeymen in any apprenticeable trade on such contracts and if other contractors on the public works site are making such contributions. C. Contractor is responsible for making training fund contributions in the amount established in the prevailing wage rate – either to the applicable apprenticeship committee, or the California Apprenticeship Council (“CAC”). D. Contractor is required to submit contract award information for each craft required on A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-21 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 the Project using the appropriate form prepared by the Division of Apprenticeship Standards (“DAS”) within the California Department of Industrial Relations (“DIR")—currently the “DAS 140 form.” A copy of the current DAS 140 form is available at https://www.dir.ca.gov/DAS/DASForm140.pdf . If Contractor is approved to train apprentices, Contractor must send the required information to its apprenticeship committee. If Contractor is not approved to train apprentices, Contractor must send the information to all apprenticeship committees that can supply apprentices to the site of the public works project. E. Contractor is required to contact the applicable apprenticeship committee to request apprentices for each craft or trade on the Project using the appropriate form DIR, currently the DAS 142 form. A copy of the current DAS 142 form is available at https://www.dir.ca.gov/DAS/DASForm142.pdf . The form must be submitted at least three business days before apprentices are required. F. 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. 9. Labor Discrimination: Labor Code Section 1735 reads as follows: A contractor must not discriminate in the employment of persons upon public works on any basis listed in subdivision (a) of Section 12940 of the Government Code, as those bases are defined in Sections 12926 and 12926.1 of the Government Code, except as otherwise provided in Section 12940 of the Government Code. Every contractor for public works who violates this section is subject to all the penalties imposed for a violation of this chapter. 10. Workers’ Compensation Insurance: A. In accordance with the provisions of Labor Code Article 5, Chapter 1, Part 7, Division 2 (commencing with Section 1860) and Chapter 4, Part 1, Division 4 (commencing with Section 3700), Contractor is required to secure the payment of compensation to his employees and must for that purpose obtain and keep in effect adequate Worker’s Compensation Insurance. B. Contractor is aware of the provisions of Labor Code Section 3700 which requires every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that Code, and will comply with such provisions before commencing the performance of the work of this Agreement. 11. Indemnity and Insurance: A. To the fullest extent permitted by law (including without limitation California Civil Code Section 2782), Contractor must indemnify, hold harmless, release and defend City, its officers, elected officials, employees, agents, volunteers, and consultants from and against any and all actions, claims, demands, damages, disability, losses, expenses including, but not limited to, attorney's fees and other defense costs and liabilities of any nature that may be asserted by any person or entity including Contractor, in whole or in part, arising out of Contractor’s activities hereunder, including the activities of other persons employed or utilized by Contractor including subcontractors hired by the Contractor in the performance of this Agreement excepting liabilities due to the sole negligence, intentional misconduct or active negligence of the City. This indemnification obligation is not limited in any way by any limitation on the amount or type of damages or compensation payable by or for Contractor under Worker’s Compensation, disability or other employee benefit acts or the terms, applicability or limitations of any insurance held or provided by Contractor and must continue to bind the parties after termination/completion of this Agreement. B. Contractor shall procure and maintain throughout the time for performance of the work under this Contract the insurance required by the Special Provisions. The requirement that Contractor A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-22 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 procure and maintain insurance shall in no way be construed to limit the Contractor’s duty to indemnify City as provided in the paragraph above. C. Failure of City to monitor compliance with these requirements imposes no additional obligations on City and will in no way act as a waiver of any rights hereunder. 12. City Right of Termination and Right to Complete the Work. A. The City may terminate the Contract when conditions encountered during the work make it impossible or impracticable to proceed, or when the City is prevented from proceeding with the Contract by act of God, by law, or by official action of a public authority. In addition, the occurrence of any of the following is a default by Contractor under this Contract: 1) Contractor refuses or fails to prosecute the Work or any part thereof with such diligence as will insure its completion within the time specified or any permitted extension. 2) Contractor fails to complete the Work on time. 3) Contractor is adjudged bankrupt or makes a general assignment for the benefit of creditors, or a receiver is appointed on account of Contractor’s insolvency. 4) Contractor fails to supply enough properly skilled workers or proper materials to complete the Work in the time specified. 5) Contractor fails to make prompt payment to any subcontractor or for material or labor. 6) Contractor fails to abide by any applicable laws, ordinances or instructions of City in performing the Work. 7) Contractor breaches or fails to perform any obligation or duty under the Contract. B. Upon the occurrence of a default by Contractor, City will serve a written notice of default on Contractor specifying the nature of the default and the steps needed to correct the default. Unless Contractor cures the default within 10 days after the service of such notice, or satisfactory arrangements acceptable to City for the correction or elimination of such default are made, as determined by City, City may thereafter terminate this Contract by serving written notice on Contractor. In such case, Contractor will not be entitled to receive any further payment, except for Work actually completed prior to such termination in accordance with the provisions of the Contract Documents. C. In the event of any such termination, City will also immediately serve written notice of the termination upon Contractor’s surety. The surety will have the right to take over and perform pursuant to this Contract; provided, however, that if the surety does not give City written notice of its intention to take over and perform this Contract within five (5) days after service of the notice of termination or does not commence performance within ten (10) days from the date of such notice, City may take over the Work and prosecute the same to completion by contract or by any other method it may deem advisable for the account and at the expense of Contractor. Contractor and the surety will be liable to City for any and all excess costs or other damages incurred by City in completing the Work. D. If City takes over the Work as provided in this Section, City may, without liability for so doing, take possession of, and utilize in completing the Work, such materials, appliances, plant, and other property belonging to Contractor as may be on the site of the Work and necessary for the completion of the Work. A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-23 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 13. Substitution of Securities for Withheld Amounts: A. Pursuant to California Public Contracts Code Section 22300, securities may be substituted for any moneys withheld by a public agency to ensure performance under a contract. At the request and sole expense of the Contractor, securities equivalent to the amount withheld must be deposited with the public agency, or with a state or federally chartered bank as the escrow agent, who must pay such moneys to the Contractor upon satisfactory completion of the contract. B. Securities eligible for substitution under this section must include those listed in the Public Contracts Code Section 22300 or bank or savings and loan certificates of deposit. Contractor must be the beneficial owner of any securities substituted for moneys withheld and must receive any interest thereon. C. Alternatively, Contractor may request and the City shall make payment of retentions earned directly to the escrow agent at the expense of the Contractor. At Contractor’s expense, Contractor may direct the investment of the payments into securities and the Contractor shall receive the interest earned on the investments upon the same terms provided for in Section 22300 for securities deposited by the Contractor. Upon satisfactory completion of the Agreement, Contractor shall receive from the escrow agent all securities, interest, and payments received by the escrow agent from the City, pursuant to the terms of this section. D. Any escrow agreement entered into pursuant to this section must contain as a minimum the following provisions: 1) The amount of securities to be deposited; 2) The terms and conditions of conversion to cash in case of the default of the Contractor; and 3) The termination of the escrow upon completion of the contract. 14. General Provisions A. Authority to Execute. Each party represents and warrants that all necessary action has been taken by such party to authorize the undersigned to execute this Agreement and to bind it to the performance of its obligations. B. Assignment. Contractor may not assign this Agreement without the prior written consent of City, which consent may be withheld in City’s sole discretion since the experience and qualifications of Contractor were material considerations for this Agreement. C. Binding Effect. This Agreement is binding upon the heirs, executors, administrators, successors and permitted assigns of the parties. D. Integrated Contract. This Agreement, including the Contract Documents, is the entire, complete, final and exclusive expression of the parties with respect to the Work to be performed under this Agreement and supersedes all other agreements or understandings, whether oral or written, between Contractor and City prior to the execution of this Agreement. E. Modification of Contract. No amendment to or modification of this Agreement will be valid unless made in writing and approved by Contractor and by the City Council, City Manager or Assistant City Manager, as applicable. The parties agree that this requirement for written modifications cannot be waived and that any attempted waiver will be void. A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-24 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 F. Counterparts, Facsimile or other Electronic Signatures. This Agreement may be executed in several counterparts, each of which will be deemed an original, and all of which, when taken together, constitute one and the same instrument. Amendments to this Agreement will be considered executed when the signature of a party is delivered by facsimile or other electronic transmission. Such facsimile or other electronic signature will have the same effect as an original signature. G. Waiver. Waiver by any party of any term, condition, or covenant of this Agreement will not constitute a waiver of any other term, condition, or covenant. Waiver by any party of any breach of the provisions of this Agreement will not constitute a waiver of any other provision, or a waiver of any subsequent breach or violation of any provision of this Agreement. Acceptance by City of any Work performed by Contractor will not constitute a waiver of any of the provisions of this Agreement. H. Interpretation. This Agreement will be interpreted, construed and governed according to the laws of the State of California. Each party has had the opportunity to review this Contract with legal counsel. The Agreement will be construed simply, as a whole, and in accordance with its fair meaning. It will not be interpreted strictly for or against either party. I. Severability. If any term, condition or covenant of this Agreement is declared or determined by any court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions of this Agreement will not be affected, and the Agreement will be read and construed without the invalid, void or unenforceable provision. J. Venue. In the event of litigation between the parties, venue in state trial courts will be in the County of Sonoma. In the event of litigation in a U.S. District Court, venue will be in the Northern District of California. IN WITNESS WHEREOF, the City of Rohnert Park has caused these presents to be executed by its officers, thereunto duly authorized, and Contractor has subscribed same, all on the day and year first above written. CITY OF ROHNERT PARK <<CONTRACTOR>> ____________________________________ Marcela Piedra, City Manager Date Name:_______________________ Date Per Resolution No. <<RESO #>>adopted by the Rohnert Park City Council at its meeting of <<Month>><<Day>>,<<Year>>. Title: ________________________ ATTEST: APPROVED AS TO FORM: ____________________________________ City Clerk City Attorney A&B Neighborhood Pavement Maintenance Project Part 1: Bid Documents Rohnert Park City Project No. CIP2205 Page 1-25 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 INSURANCE Bidder’s attention is directed to the following insurance forms and to Section 2.03 of the Special Provisions, located on Pages 2-1 through 2-6 in the Special Provisions section. It is highly recommended that bidders confer with their respective insurance carriers or brokers to determine in advance of bid submission the availability of insurance certificates and endorsements as prescribed and provided herein. Failure to comply strictly with the insurance requirements may result in forfeiture of the bid security and withdrawal of the bid proposal. 2021- 2022 PAVEMENT MAINTENANCE PROJECT Part 1: Bid Documents Rohnert Park City Project No. 2022-05 Page 1-26 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 CERTIFICATE OF INSURANCE ISSUE DATE MM/DD/YY) CITY OF ROHNERT PARK (the "City") PRODUCER THIS CERTIFICATE OF INSURANCE IS NOT AN INSURANCE POLICY AND DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. BEST'S COMPANIES RATING COMPANY LETTER A ________________________________ ______________ COMPANY LETTER B________________________________ ______________ COMPANY LETTER C ________________________________ ______________ COMPANY LETTER D ________________________________ ______________ COMPANY LETTER E ________________________________ ______________ INSURED THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVEN BEEN REDUCED BY PAID CLAIMS. CO LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY) POLICY EXPIRATION DATE (MM/DD/YY) ALL LIMITS IN THOUSANDS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR. OWNER'S & CONTRACTOR'S PROT. OTHER _________________________ GENERAL AGGREGATE $ PRODUCTS-COMP/OPS AGGREGATE $ PERSONAL & ADVERTISING INJURY $ EACH OCCURRENCE $ FIRE DAMAGE (Any one fire) $ MEDICAL EXPENSE (Any one person) $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS GARAGE LIABILITY COMBINED SINGLE LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ EXCESS LIABILITY UMBRELLA OTHER THAN UMBRELLA FORM EACH OCCURRENCE $ AGGREGATE $ $ WORKER'S COMPENSATION AND EMPLOYERS' LIABILITY STATUTORY EACH ACCIDENT $ DISEASE-POLICY LIMIT $ DISEASE-EACH EMPLOYEE $ PROPERTY INSURANCE COURSE OF CONSTRUCTION AMOUNT OF INSURANCE $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS THE FOLLOWING PROVISIONS APPLY: 1. None of the above-described policies will be canceled until after 30 days' written notice has been given to the City at the address indicated below. 2. The City of Rohnert Park, its officers, elected officials, employees, agents and volunteers are added as insureds on all liability insurance policies listed above. 3. It is agreed that any insurance or self-insurance maintained by the City will apply in excess of and not contribute with, the insurance described above. 4. The City is named a loss payee on the property insurance policies described above, if any. 5. All rights of subrogation under the property insurance policy listed above have been waived against the City. 6. The workers' compensation insurer named above, if any, agrees to waive all rights to subrogation against the City for injuries to employees of the insured resulting from work for the City or use of the City's premises or facilities. 7. Attached hereto are copies of the applicable policy pages or endorsements regarding notice of cancellation, additional insured and waiver of subrogation matters. CERTIFICATE HOLDER/ADDITIONAL INSURED CITY OF ROHNERT PARK 130 AVRAM AVENUE ROHNERT PARK, CA 94928 AUTHORIZED REPRESENTATIVE SIGNATURE _________________________________________ TITLE _________________________________________ PHONE NO. _________________________________________ Rev. 11/08 2021- 2022 PAVEMENT MAINTENANCE PROJECT Part 1: Bid Documents Rohnert Park City Project No. 2022-05 Page 1-27 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 INSURER ISO FORM CG 20 10 11 85 (MODIFIED) POLICY NO: COMMERCIAL GENERAL LIABILITY ENDORSEMENT NO: THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY ADDITIONAL INSURED − OWNERS, LESSEES OR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE Name of Organization: The City of Rohnert Park, its officers, elected officials, employees, agents and volunteers are named as additional insured. (If no entry appears above, the information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement). WHO IS INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule but only with respect to liability arising out of “your work” performed for that insured. Modifications to ISO for CG 20 10 11 85 1. The insured scheduled above includes the insured's elected or appointed officers, officials, employees, agents and volunteers. 2. This insurance must be primary as respects the insured shown in the schedule above, or if excess, must stand in an unbroken chain of coverage excess of the Named Insured's scheduled underlying primary coverage. In either event, any other insurance maintained by the Insured scheduled above must be in excess of this insurance and must not be called upon to contribute with it. 3. The insurance afforded by this policy must not be canceled except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the Entity. 4. Coverage must not extend to any indemnity coverage for the active negligence of the additional insured in any case where an agreement to indemnify the additional insurance would be invalid under Subdivision (b) of Section 2782 of the Civil Code. _________________________________ Signature-Authorized Representative _________________________________ _________________________________ Address _________________________________ CG 20 10 11 85 Insurance Services Office, Inc. Form (Modified) 2021- 2022 PAVEMENT MAINTENANCE PROJECT Part 1: Bid Documents Rohnert Park City Project No. 2022-05 Page 1-28 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 SUBMIT IN DUPLICATE AUTOMOBILE LIABILITY SPECIAL ENDORSEMENT FOR CITY OF ROHNERT PARK (the "City") ENDORSEMENT NO. ISSUE DATE (MM/DD/YY) PRODUCER POLICY INFORMATION: Insurance Company: Policy No.: Policy Period: (from) (to) LOSS ADJUSTMENT EXPENSE Included in Limits In Addition to Limits Telephone Deductible Self-Insured Retention (check which) of $__________________ NAMED INSURED APPLICABILITY. This insurance pertains to the operation and/or tenancy of the named insured under all written agreements and permits in force with the City unless checked here in which case only the following specific agreements and permits with the City are covered: CITY AGREEMENTS/PERMITS TYPE OF INSURANCE OTHER PROVISIONS COMMERCIAL AUTO POLICY BUSINESS AUTO POLICY OTHER ____________________________________________________________ LIMIT OF LIABILITY CLAIMS: Underwriter's representative for claims pursuant to this insurance. Name: _____________________________________________________ Address: _____________________________________________________ Telephone: ( ) $ ______________ per accident, for bodily injury and property damage. In consideration of the premium charged and notwithstanding an inconsistent statement in the policy to which this endorsement is attached or any endorsement now or hereafter attached thereto, it is agreed as follows: 1. INSURED. The City of Rohnert Park, its officers, elected officials, employees, agents and volunteers are included as insureds with regard to damages and defense of claims arising from: the ownership, operation, maintenance, use, loading or unloading of any auto owned, leased, hired or borrowed by the Named Insured, or for which the Named Insured is responsible. 2. CONTRIBUTION NOT REQUIRED. As respects work performed by the Named Insured for or on behalf of the City, the insurance afforded by this policy must: (a) be primary insurance as respects the City, its officers, officials, employees, agents or volunteers; or (b) stand in an unbroken chain of coverage excess of the Named Insured's primary coverage. Any insurance or self-insurance maintained by the City, its officers, officials, employees and volunteers must be in excess of the Named Insured's insurance and not contribute with it. 3. CANCELLATION NOTICE. With respect to the interests of the City, this insurance must not be cancelled, except after thirty 30) days prior written notice by receipted delivery has been given to the City. 4. SCOPE OF COVERAGE. This policy affords coverage at least as broad as: (1) If primary, Insurance Services Office form number CA0001 (Ed. 1/87), Code 1 ("any auto"); or (2) If excess, affords coverage which is at least as broad as the primary insurance forms referenced in the preceding section (1). Except as stated above nothing herein must be held to waive, alter or extend any of the limits, conditions, agreements or exclusions of the policy to which this endorsement is attached. ENDORSEMENT HOLDER CITY CITY OF ROHNERT PARK 130 AVRAM AVENUE ROHNERT PARK, CA 94928 AUTHORIZED Broker/Agent Underwriter _________________ REPRESENTATIVE I _______________________ (print/type name), warrant that I have authority to bind the above-mentioned insurance company and by my signature hereon do so bind this company to this endorsement. Signature ________________________________________ (original signature required) Telephone: ( ) Date signed: __________________ REV. 11/08 2021- 2022 PAVEMENT MAINTENANCE PROJECT Part 1: Bid Documents Rohnert Park City Project No. 2022-05 Page 1-29 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 SUBMIT IN DUPLICATE WORKERS' COMPENSATION AND EMPLOYER'S LIABILITY SPECIAL ENDORSEMENT FOR CITY OF ROHNERT PARK (the "City") ENDORSEMENT NO. ISSUE DATE (MM/DD/YY) PRODUCER POLICY INFORMATION: Insurance Company: Policy No.: Policy Period: (from) (to) Telephone OTHER PROVISIONS NAMED INSURED CLAIMS: Underwriter’s representative for claims pursuant to this insurance. Name: _________________________________________________________________ Address: _________________________________________________________________ _________________________________________________________________ Telephone: (______)__________________________________________________________ EMPLOYERS LIABILITY LIMITS $ ____________________________ (Each Accident) $_____________________________ (Disease - Policy Limit) $_____________________________ (Disease - Each Employee) In consideration of the premium charged and notwithstanding an inconsistent statement in the policy to which this endorsement is attached or any endorsement now or hereafter attached thereto, it is agreed as follows: 1. CANCELLATION NOTICE. This insurance must not be cancelled, except after thirty (30) days prior written notice by receipted delivery has been given to the City. 2. WAIVER OF SUBROGATION. This insurance Company agrees to waive all rights of subrogation against the City, its officers, officials, employees, agents and volunteers for losses paid under the terms of this policy which arise from the work performed by the Named Insured for the City. Except as stated above nothing herein must be held to waive, alter or extend any of the limits, conditions, agreements or exclusions of the policy to which this endorsement is attached. ENDORSEMENT HOLDER CITY CITY OF ROHNERT PARK 130 AVRAM AVENUE ROHNERT PARK, CA 94928 AUTHORIZED Broker/Agent Underwriter _________________ REPRESENTATIVE I _______________________ (print/type name), warrant that I have authority to bind the above-mentioned insurance company and by my signature hereon do so bind this company to this endorsement. Signature ________________________________________ (original signature required) Telephone: ( ) Date signed: __________________ REV. 11/08 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 PART 2 – SPECIAL PROVISIONS A&B Neighborhood Pavement Maintenance Project Part 2: Special Provisions Rohnert Park City Project No. CIP2205 Page 2-1 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 SPECIAL PROVISIONS 2.01 PROJECT OWNER The Project Owner is the City of Rohnert Park, California. Wherever in these or the Standard Specifications the word “Owner” appears, it means the City of Rohnert Park. 2.02 LOCATION AND DESCRIPTION OF WORK Location of work is within the City of Rohnert Park, “A” and “B” Neighborhoods. The work generally consists of, but not limited to, pavement rehabilitation including digout repairs, weed/vegetation abatement, crack sealing, slurry seal paving, and appurtenances as shown on the plans and specified in these Special Provisions. 2.03 INSURANCE REQUIREMENTS FOR CONTRACTORS A. The following parties or entities must be listed as additional insured by endorsement: 1. The City of Rohnert Park, its officers, elected officials, employees, agents and volunteers B. BIDDER’S ATTENTION IS DIRECTED TO THE INSURANCE REQUIREMENTS BELOW. IT IS HIGHLY RECOMMENDED THAT BIDDERS CONFER WITH THEIR RESPECTIVE INSURANCE CARRIERS OR BROKERS TO DETERMINE IN ADVANCE OF BID SUBMISSION THE AVAILABILITY OF INSURANCE CERTIFICATES AND ENDORSEMENTS AS PRESCRIBED AND PROVIDED HEREIN. IF AN APPARENT LOW BIDDER FAILS TO COMPLY STRICTLY WITH THE INSURANCE REQUIREMENTS, THAT BIDDER MAY BE DISQUALIFIED FROM AWARD OF THE CONTRACT. C. Contractor must procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by Contractor, Contractor’s agents, representatives, employees or subcontractors. The coverage of the above-named parties as additional insureds shall be “primary and non-contributory” and must state that it will not seek contribution from the City’s insurance or self-insurance. The cost of Contractor’s insurance must be included in Contractor’s bid. The Notice to Proceed with the Work will not be issued, and Contractor must not commence work, until such insurance has been approved by the City. Such insurance must remain in full force and effect at all times during the prosecution of the Work and until the final completion and acceptance thereof. In addition, the Commercial General Liability Insurance must be maintained for a minimum of three (3) years after final completion and acceptance of the Work. It is Contractor’s responsibility to ensure that proof of insurance is sent to the City during this time. The Notice to Proceed does not relieve Contractor of the duty to obtain such insurance as required herein. D. Minimum Scope of Insurance Coverage must be at least as broad as: 1. Insurance Services Office Commercial General Liability coverage (Occurrence Form CG 0001). A&B Neighborhood Pavement Maintenance Project Part 2: Special Provisions Rohnert Park City Project No. CIP2205 Page 2-2 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 2. Insurance Services Office form number CA 0001 (Ed. 1/87) covering Automobile Liability, Code 1 "any auto" or the exact equivalent. If Contractor owns no vehicles, this requirement may be satisfied by a non-owned auto endorsement to the general liability policy described above. If Contractor or Contractor’s employee(s) will use personal autos in any way on this Project, Contractor must provide evidence of personal auto liability coverage for each such person. 3. Workers’ Compensation and Employers Liability: Workers' Compensation on a state-approved policy form providing statutory benefits as required by law with employer’s liability insurance, with minimum limits of One Million Dollars ($1,000,000) per occurrence. 4. Course of Construction insurance coverage must provide “all risk” coverage for the completed value of the Project. Policies must contain the following provisions: a. The City must be named as loss payee, and b. The insurer must waive all rights of subrogation against the City. 5. Pollution Exposure and/or Asbestos Pollution Liability Coverage must not extend to any indemnity coverage for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under Subsection (b) of Section 2782 of the Civil Code. D. Minimum Limits of Insurance Contractor must maintain limits no less than: 1. Commercial General Liability: $2,000,000 per occurrence for bodily injury, personal injury and property damage and $2,000,000 general aggregate. It is permissible to use excess/umbrella coverage to meet limit requirements provided the umbrella policies are appropriately endorsed and meet all other requirements. Additionally, a letter clearly identifying the primary policy or policies to which the excess umbrella coverage applies must be submitted attesting to the following: “Umbrella or excess liability policies must provide coverage at least as broad as specified for underlying coverages and covering those insured in the underlying policies. Coverage must be “pay on behalf”, with defense costs payable in addition to policy limits. There must be no cross-liability exclusion of claims or suits by one insured against another, and such coverage must also apply on a primary and non-contributory basis for the benefit of the City before the City’s own insurance or self-insurance shall be called upon to protect it as a named insured.” 2. Automobile Liability: $2,000,000 combined single limit per accident for bodily injury and property damage. 3. Workers’ Compensation and Employers Liability: Workers’ Compensation providing statutory benefits as required by the Labor Code with employers’ liability insurance, with minimum limits of $1,000,000 per accident or disease. 4. Course of Construction insurance coverage must provide “all risk” coverage for the completed value of the Project. Policies must contain the following provisions: a. The City must be named as loss payee, and b. The insurer must waive all rights of subrogation against the City. A&B Neighborhood Pavement Maintenance Project Part 2: Special Provisions Rohnert Park City Project No. CIP2205 Page 2-3 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 5. Pollution and/or Asbestos Pollution Liability: $1,000,000 each occurrence/ $1,000,000 policy aggregate. If coverages are written on a Claims Made form: a. The “Retro Date” must be shown and must be before the date of the contract or the beginning of contract work. b. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of contract work. c. If coverage is canceled or non-renewed, and not replaced with another claims made policy form with a “Retro Date” prior to the contract effective date, Contractor must purchase “extended reporting” coverage for a minimum of five (5) years after completion of contract work. d. A copy of the claims reporting requirements must be submitted to the City for review. E. Contractor agrees that any available insurance proceeds broader than or in excess of these specified minimum coverage requirements or the limits in subsection (A) shall be available to the additional insureds named above. Furthermore, the requirements for coverage and limits shall be (1) the minimum coverage and limits specified herein; or (2) such broader coverage and maximum limits of coverage of any insurance policy or proceeds available to the named insured for the work performed; whichever is greater. F. Deductibles and Self-Insured Retentions Any deductibles or self-insured retentions must be declared to and approved by the City. At the option of the City, either: the insurer must reduce or eliminate such deductibles or self-insured retentions as respects the City, its officers, elected officials, employees, agents, and volunteers; or the Contractor must procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses. G. Other Insurance Provisions The policies are to contain, or be endorsed to contain, the following provisions: 1. General Liability and Automobile Liability Coverages a. The City, its officers, elected officials, employees, agents and volunteers are to be covered as insureds as respects: liability arising out of activities performed by or on behalf of the Contractor, including the insured's general supervision of the Contractor; products and completed operations of the Contractor, premises owned, occupied or used by the Contractor, or automobiles owned, leased, hired or borrowed by the Contractor. The coverage must contain no special limitations on the scope of protection afforded to the City, its officers, elected officials, employees, agents or volunteers. b. The Contractor’s insurance coverage must be primary insurance as respects the City, its officers, elected officials, employees, agents and volunteers. Any insurance or self-insurance maintained by the City, its officers, elected officials, employees, agents or volunteers must be in excess of Contractor’s insurance and must not contribute with it. c. Any failure to comply with reporting provisions of the policies must not affect coverage provided to the City, its officers, elected officials, employees, agents or volunteers. A&B Neighborhood Pavement Maintenance Project Part 2: Special Provisions Rohnert Park City Project No. CIP2205 Page 2-4 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 d. The Contractor’s insurance must apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. 2. Workers’ Compensation and Employers Liability Coverage The insurer must agree to waive all rights of subrogation against the City, its officers, elected officials, employees, agents and volunteers for losses arising from work performed by Contractor for the City. 3. All Coverages a. Each insurance policy required by this clause must be endorsed to state that coverage must not be suspended, voided, cancelled by either party, reduced in coverage or in limits except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to the City. b. Coverage must not extend to any indemnity coverage for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under Civil Code Section 2782(b). 4. Course of Construction policies must contain the following provisions: a. The City must be named as loss payee. b. The insurer must waive all rights of subrogation against the City. 5. Pollution and/or Asbestos Pollution Liability: $1,000,000 each occurrence/ $1,000,000 policy aggregate. If coverages are written on a Claims Made form: a. The “Retro Date” must be shown and must be before the date of the contract or the beginning of contract work. b. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of contract work. c. If coverage is canceled or non-renewed, and not replaced with another claims made policy form with a “Retro Date” prior to the contract effective date, Contractor must purchase “extended reporting” coverage for a minimum of five (5) years after completion of contract work. d. A copy of the claims reporting requirements must be submitted to the City for review. H. Acceptability of Insurers Insurance is to be placed with insurers with a Best's rating of no less than A:VII or as approved by the City. I. Verification of Coverage Contractor must furnish the City with certificates of insurance and with original endorsements affecting coverage required by this clause. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be on forms provided by the City. Where by statute, the City’s workers’ compensation-related forms cannot be used, equivalent forms approved A&B Neighborhood Pavement Maintenance Project Part 2: Special Provisions Rohnert Park City Project No. CIP2205 Page 2-5 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 by the Insurance Commissioner are to be substituted. All certificates and endorsements are to be received and approved by the City before work commences. The City reserves the right to require complete, certified copies of all required insurance policies, at any time. J. Subcontractors Contractor must include all subcontractors as insureds under its policies or must furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors must be subject to all of the requirements stated herein. 2.04 BONDS A. In accordance with Section 3.4 of the Standard Specifications, Contractor must provide the following bonds: Payment Bond equal to one hundred percent (100%) of the Contract Bid Price, and Performance Bond equal to one hundred percent (100%) of the Contract Bid Price on City’s forms. Both bonds must, by their terms, remain in full force and effect for a period of one (1) year after the completion and acceptance of said Work to guarantee the replacement or making acceptable of any defective materials or faulty workmanship. B. Contractor may elect to post a maintenance bond equal to one hundred percent (100%) of the Contract Bid Price, which will run for one (1) year after completion and acceptance of said Work to guarantee replacing or making acceptable any defective materials or faulty workmanship prior to the acceptance of said Work. 2.05 LIQUIDATED DAMAGES In accordance with Section 8.6 of the Standard specifications, liquidated damages shall be Two Thousand Forty Dollars ($2,040.00) per calendar day. 2.06 WITHDRAWALS OF PROPOSALS A. City reserves the right to reject any and all bids and to waive any informality or irregularity in the bids received. B. No bidder may withdraw his/her bid for a period of ninety (90) days from the opening thereof. 2.07 DRAWINGS AND SPECIFICATIONS A. The drawings showing location and character of work are entitled 2021-2022 PAVEMENT MAINTENANCE PROJECT CIP NO. 2022-05, numbered 1 through 15 inclusive, and are included as a part of these specifications. The City of Rohnert Park 2023 Manual of Standards, Details and Specifications are the adopted Standard Plans for the City of Rohnert Park and are included as a part of these specifications. B. Also included by reference as part of these specifications are the Standard Specifications of the City of Rohnert Park, Sections 1-10 inclusive, hereinafter referred to as “General Provisions.” C. In addition, the technical provisions of the Standard Plans and Standard Specifications, State of California, Department of Transportation, Business and Transportation Agency, most current edition, and to revisions thereof are included by reference as a part of these specifications insofar as they refer to materials and methods of work where applicable. Wherever in the Special Provisions reference is made to “Caltrans Standard Specifications” or “Caltrans Standard Plans,” it refers to these specifications or plans. A&B Neighborhood Pavement Maintenance Project Part 2: Special Provisions Rohnert Park City Project No. CIP2205 Page 2-6 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 2.08 COOPERATION AND COLLATERAL WORKS A. Contractor must conform to the provisions of Section 7.26, “Cooperation and Collateral Works,” of the Standard Specifications. B. Contractor must ascertain the nature and extent of any simultaneous collateral work and must coordinate their operations and cooperate to minimize interference. 2.09 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS A. Contractor must conform to the provisions of Section 7.15, “Preservation of Property,” of the Standard Specifications. B. Without additional compensation, Contractor may remove and replace, in a condition as good as or better than original, such small miscellaneous structures as fences and sign posts, that interfere with the Contractor’s operations. C. All costs to Contractor for protecting, removing, modifying, relocating and restoring existing improvements must be considered as included in the Contract prices paid for the various items of work, and no additional allowance will be made therefor. 2.10 PERMITS AND LICENSES CHOOSE ONE: A. Contractor will not be required to obtain a city permit for this work. B. Contractor must have a valid California contractor’s Class A or C-12 license. Contractor and all subcontractors will be required to obtain a City Business license. 2.11 APPROVED DEBRIS HAULERS A. There are three (3) approved debris haulers within the City and their contact information is listed below. Contractor shall contract with one of the three (3) debris haulers for service on the project. Payment for debris hauling shall be included within the Contractor’s bid and no additional payment will be made for using one of the three (3) approved debris haulers. Industrial Carting (Global Materials Recovery Services C&D Recycling Facility) (707) 585-0511 Recology Sonoma Marin 800-243-0291 https://www.recology.com/rec ology-sonoma-marin/ Pacific Sanitation 707-838-2597 http://www.pacific sanitation.com/ B. When Contractor utilizes a staging area or storage yard that is fenced and screened, final cleanup of the staging area and storage yard will be completed before the fence and screen are removed, except for spot cleanup or trimming that may be required in areas directly under or adjacent to the fence and screen. C. Unless expressly waived by the City Engineer, when Contractor utilizes an area for storage of material or staging its activities, the area will be fenced and locked and all fencing will be installed with protective screening (i.e., green screen) to minimize the visual impact of the storage and staging area. A&B Neighborhood Pavement Maintenance Project Part 2: Special Provisions Rohnert Park City Project No. CIP2205 Page 2-7 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 2.12 FIELD REVIEW PRIOR TO BIDDING The bidder must examine carefully the site of the work contemplated and the proposal, plans, specifications, and the contract forms therefor. It will be assumed that the bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality and quantities of work to be performed and materials to be furnished, and as to the requirements of these specifications, the Special Provisions, and the Contract. 2.13 TESTING The City will only pay for passing compaction tests meeting the requirements of these specifications. All failing tests will be charged to Contractor and the costs of such failing tests will be deducted from the Contract. In addition, the decision as to when and from what areas tests are to be made will be at the judgment of the Engineer only. 2.14 WORKING HOURS AND RECORD DRAWINGS A. Contractor working hours shall be between 8:00 AM and 6:00 PM unless approved by the City Engineer at least seventy-two (72) hours in advance. Working days shall be Monday through Friday, excluding weekends and City holidays. B. Contractor shall provide record drawings at the end of the Project, and final payment shall not be issued until completed and approved by the Project manager. The record drawing compilation shall be considered part of the bid amount. 2.15 PROJECT NOTIFICATION AND IDENTIFICATION SIGN A. Contractor shall post notification flyers (English and Spanish) at each residence or commercial establishment within the work limit two (2) weeks prior to commencement of work and three (3) days prior to commencement of work. Cost for notification shall be considered as part of mobilization, and no additional payment shall be made. Additionally, as part of the notification process, Contractor shall take a picture with GPS (Global positioning System) capability of each delivered notice for confirmation and any future inquiries by residents that notice was delivered. B. Contractor shall supply a four foot-by-eight foot (4’ X 8’) signs to be displayed at the Project site as approved by the Engineer in wording to be provided by the City. The sign shall be constructed in accordance with City STD 742. Contractor shall remove the sign when construction is complete. C. As part of notification of “No Parking” signs and barricades on the streets where work will occur, Contractor shall place barricades at spacings of no more than 150 feet apart along the street length to ensure vehicles do not park intermittently between barricades. OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 PART 3 – STANDARD SPECIFICATIONS A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-1 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 PART 3 CONDITIONS OF THE CONTRACT SECTION 1 DEFINITIONS AND TERMS Whenever in these specifications, or in any documents or instruments where these specifications govern, the following terms, or acronyms in place of them, are used, the intent and meaning must be interpreted as follows (except as the context requires a different meaning): Abbreviations AAI American Asphalt Institute AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute AISC American Institute Steel Construction AISI American Iron and Steel Insti tute API -ASME American Pressure Institute - American Society of Mechanical Engineers AREA American Railway Engineering Association ASA American Standards Association ASTM American Society for Testing Materials AWPA American Wood Preservers Association AWA American Welding Society AWWA American Water Works Association CRA California Redwood Association DFPA Douglas Fir Plywood Association NEMA National Electrical Manufacturers' Association WCLA West Coast Lumbermen's Association Acceptance The formal written acceptance by the City of an entire Contract which has been completed in all respects in accordance with the plans and specifications and any modifications thereof previously approved. Bidder Any individual, firm or corporation submitting a proposal for the Work contemplated, acting directly or through a duly authorized representative. City City of Rohnert Park City Engineer The City Engineer of the City of Rohnert Park. Contract or Contract Documents A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-2 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 The contract or agreement to be entered into by the successful bidder for the performance of the work must consist of the following documents, each of which is on file in the office of the City Clerk and all of which are incorporated in the Contract and made a part thereof by reference thereto: Contract, Invitation for Sealed Proposals, Instructions and Information to Bidders, Accepted Proposal, Performance Bond, Payment Bond, Special Provisions, Standard Specifications, Design and Construction Standards, Plans, Profiles and Detailed Drawings. Contractor The word “Contractor” means the person, persons, partnership or corporation entering into the Contract for the performance of the work required and the legal representative of said party of the agent appointed to act for said party in the performance of the Work. Contract Prices Either the unit prices or lump sum amounts to be named in the Contract, or the total of all payments under the Contract at the unit prices or lump sum amounts, as the case may be. This definition is for convenience and reference only and must not be construed to alter the fact that the Contract is an entire Contract for the performance of all work depicted on the plans and as described herein. Directed Whenever in these specifications the words “directed,” “required,” “permitted,” “ordered,” “instructed,” “designated,” “considered necessary,” “prescribed,” or words of like import are used, it must be understood that the directions, requirements, permission, order, instruction, designation, or prescription, etc. of the City Engineer are intended; and, similarly, the words “approved,” “acceptable,” “satisfactory,” or words of like import, mean approved by, or acceptable or satisfactory to the City Engineer, unless otherwise stated. Engineer “Engineer” means properly authorized engineers, inspectors, and superintendents acting severally within their scope of the particular duties entrusted to them by the City Engineer. Federal Agencies Whenever in these specifications reference is made to any federal agency or officer, such references are deemed made to any agency or officer succeeding in accordance with law to the powers, duties, jurisdictions and authority of the agency or officer mentioned. Inspector The word “Inspector” means the authorized individual or firm acting within the jurisdiction entrusted to it by the City Engineer. Plans The word “Plans” means collectively all of the drawings or plans referenced by the Project specifications and made a part thereof, and also such supplemental drawings or plans as the City Engineer must issue from time to time to elucidate drawings or plans attached to these specifications, or for showing details which are not shown thereon, or for the purpose of showing changes in the work, as authorized in later paragraphs describing changes and Extra Work. A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-3 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 Specifications The directions, provisions, and requirements contained herein as supplemented by such special provisions or special specifications as may be necessary, pertaining to the method and manner of performing the work or the quantities and qualities of materials to be furnished under the Contract. The special provisions or special specifications are specified clauses setting forth conditions or requirements peculiar to the Project under consideration and covering work or materials involved in the proposal and estimate but not satisfactorily covered by these Standard Specifications. State State of California. Supervision The word “supervision” where used in these specifications to indicate supervision by the City Engineer means the performance of obligations and the exercise of rights specifically imposed and granted upon and to the City in becoming a party to the Contract, of which the text of these specifications forms a part. Excepting as specifically stated herein, supervision by the City is not be construed to mean active and direct superintendence of the details of the Work. Surety The word “surety” or “sureties” means the bondsmen or party or parties who may guarantee the fulfillment of the Contract by bond, and whose signatures are attached to said bond. A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-4 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 SECTION 2 PROPOSAL REQUIREMENTS AND CONDITIONS 2.1 INTENT It is the intent of these specifications that the provisions of all sections must apply unless otherwise specified in the Special Provisions, in which case the provisions contained therein must have precedence over those specified in the Standard Specifications. It is also the intent where reference is made to specifications or other organizations for portions of the Work, that such reference applies only to construction methods and materials used in said Work. A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-5 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 SECTION 3 AWARD AND EXECUTION OF CONTRACT 3.1 AWARD OF CONTRACT A. The City reserves the right to accept or reject any or all proposals and waive technical defects as the City’s best interests may require. Award of the Contract, if it be awarded, will be to the lowest responsive, responsible bidder whose proposal complies with all the requirements prescribed. The award, if made, will be awarded as soon as practicable after the opening of the proposals but not before the time for bid protests set forth below. Proposals in which the prices are obviously unbalanced will be rejected. B. The proposals will be compared on a basis of the sum of the totals of the items on the schedule as calculated from the given estimated quantities and the unit prices or lump sums of the amount submitted. The entire work will be awarded to one bidder, unless otherwise specified in the Special Provisions. 3.2 BID PROTESTS A. Any bid protest (“Bid Protest”) must be filed in writing with the City Clerk, with a copy to the bidder whose bid is being protested and served by email or facsimile transmission within seven (7) calendar days of the City’s issuance of the Notice to Intent to Award for Construction Work. Proof of service of the Bid Protest must be submitted to the City Clerk within one business day of the filing of the Bid Protest, and any protest without a timely submitted proof of service may be rejected. City will use reasonable efforts to deliver by email or facsimile a copy of the Notice of Intent to Award to all bidders who submitted bids no later than the business day after issuance, although any delay or failure to do so will not extend the bid protest deadline described above. B. The Bid Protest must state all grounds upon which the protest is based and include all facts and documents in support of each protest ground. C. Any bidder whose bid is subject to a protest may submit to the City Clerk a written response (“Response”) to the Bid Protest, with a copy to the protesting bidder, and served by email or facsimile transmission within five (5) calendar days of the service of the Bid Protest. D. The City Clerk shall promptly submit the Bid Protest, and any Response, to the City Manager, Assistant City Manager or his/her designee for decision (“Decision”). The Decision on the Bid Protest shall be in writing and shall be served upon the protesting bidder, and the bidder whose bid is being protested, via email or facsimile transmission within five (5) calendar days of his or her receipt of Bid Protest and any Response. If the City Manager, Assistant City Manager or his/her designee has not issued a written Decision on the Bid Protest within said five (5) calendar day period, then the Bid Protest shall be deemed denied. The Decision, by written Decision or deemed denial, shall be final. E. Failure to comply with these Bid Protest Procedures shall be deemed to be a waiver of the right to protest a bid. 3.3 RETURN OF PROPOSAL GUARANTEES Within ten (10) days after award of the Contract, the City will upon demand return the A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-6 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 proposal guarantees accompanying the proposals of all bidders, except those of the three (3) lowest responsible bidders as determined by the City. Proposal guarantees of the three (3) lowest responsible bidders will be held until the Contract has been finally executed, after which they will be returned to the respective bidders whose proposals they accompany. 3.4 BONDS A. Prior to the City’s execution of the Contract, the successful bidder must file good and sufficient bonds to be approved by the City conditioned upon the complete performance of the Contract and upon the payment of claims for labor and materials in connection therewith. The Contractor must pay all premiums and costs thereof and incidental thereto. Such bonds must not be subject to cancellation. B. The following minimum thresholds require Payment and Performance bonds for projects over twenty-five thousand dollars ($25,000): 1. Payment Bond. Per Civil Code Section 9550, a payment bond is required for a public works contract involving an expenditure in excess of twenty-five thousand dollars ($25,000). Civil Code Section 9554 requires that the payment bond be in an amount not less than one hundred percent (100%) of the total amount payable pursuant to the public works contract and is subject to the provisions of that chapter as specified in the Special Provisions. 2. Performance Bond: The performance bond shall be in an amount specified in the Special Provisions and must be conditioned so as to ensure the complete performance of the Contract without exception. C. Should City deem any surety or sureties unsatisfactory at any time, notice will be given to Contractor to that effect, and they must forthwith substitute a new surety or sureties satisfactory to the City. No further payment will be deemed due or will be made under this Contract until the new surety is qualified and accepted by the City. D. Any alterations in the Work to be done, or increase or decrease of the materials to be furnished, which may be made pursuant to the terms of said Contract, will not in any way release either the principal or surety thereunder, nor will any extensions of time granted under the provisions of said Contract release either the principal or surety, and notice of such alterations or extensions of the Contract must be waived by the surety. The bonds must be maintained in full force and effect until the Contract has been completely performed and until all claims for material and labor have been paid. E. Once the Notice of Completion has been recorded, Contractor may elect to post a Maintenance Bond equal to one hundred percent (100%) of the final Contact Price, including Contract change orders, if any, for a period of one-year after the Notice of Completion recorded date. 3.5 EXECUTION OF CONTRACT The Contract must be signed by the successful bidder and returned, together with the Contract Bonds and valid insurance on City forms, within fifteen (15) calendar days after the date of mailing written notice to the successful bidder that the Contract has been awarded. 3.6 FAILURE TO EXECUTE CONTRACT Failure to execute the Contract, file acceptable bonds, and/or acceptable insurance as A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-7 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 provided herein within said fifteen (15) calendar days shall allow the City, at its discretion, to annul the award and claim the proposal guarantee as provided in the California Public Contract Code. If the successful bidder refuses or fails to execute the Contract, the City may award the Contract to the second lowest responsible bidder. If the second lowest responsible bidder refuses or fails to execute the Contract, the City may award the Contract to the third lowest responsible bidder. On the failure or refusal of the second or third lowest responsible bidder, to whom any Contract is so awarded, to execute the same, such bidders’ guarantees must be likewise forfeited to the City. The Work may then be re-advertised or may be constructed by other means as the City may decide. A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-8 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 SECTION 4 SCOPE OF WORK 4.1 WORK TO BE DONE BY CONTRACTOR A. The Work to be done consists of furnishing all labor, methods or processes, implements, tools, machinery, transportation, insurance, permits, bonds, taxes and materials, except as otherwise specified which are required to construct the work that is described generally as the pavement rehabilitation of various streets within the City of Rohnert Park “A” and “B” Neighborhoods including digout repairs, weed/vegetation abatement, crack sealing, and slurry seal paving in complete order for use and to leave the grounds in a neat and orderly condition. B. Where items contain a description of work to be included for payment under a particular item, such description will be considered as including, but not being limited to, the Work described. It is further understood that it is the intent that the cost of all Work necessary for the completion of a particular item must be included in the price proposal for the item, unless the cost of such Work is specifically included in another item. 4.2 FINAL CLEANUP A. Before City’s final inspection, Contractor must clean the site and grounds occupied by it in connection with the Work of all rubbish, excess materials, falsework, temporary structures, and equipment, and all parts of the Work must be left in a neat and presentable condition. Nothing herein, however, requires Contractor to remove warning and directional signs prior to City’s formal acceptance of the Work. B. Street sweeping shall be performed at 3 working days, 14 working days, 28 working days and 45 working days after slurry sealing. C. When Contractor utilizes a staging area or storage yard that is fenced and screened, final cleanup of the staging area and storage yard will be completed before the fence and screen are removed, except for spot cleanup or trimming that may be required in areas directly under or adjacent to the fence and screen. 4.3 CHANGES IN THE CONTRACT - EFFECT BETWEEN PARTIES A. City reserves the right to make such alterations or deviations, additions to or omissions from the plans and specifications, as may be determined during the progress of the Work to be necessary and advisable for the proper completion thereof. When such change is ordered, the City Engineer must determine and state in his/her written order to Contractor made pursuant thereto whether in his/her opinion such change constitutes a material change and what adjustment of consideration provided for in the Contract is warranted. Upon written order of the City Engineer, Contractor must proceed with the Work as so increased, decreased or altered. Such action and any disposition thereof may be taken without notice by City to Contractor’s i nsurance underwriters, sureties, or guarantors required by this Contract, and absence of notice thereto will not discharge the obligation of any such party. B. When City and Contractor fail to agree as to whether an omission of a portion of the work or alterations, or deviations or additions to or omissions from the plans and specifications A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-9 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 ordered by the Engineer or City constitute a material change or difference in character of the Work as herein contemplated sufficient to warrant adjustment in the consideration provided to be paid to the Contractor or fail to agree on the consideration adjustment or compensation to be allowed for such change, Contractor must forthwith proceed with the changed Work upon receipt of written order from the City Engineer. C. Pending a settlement of the dispute, the Contractor must file with the City Engineer, within ten (10) days after receiving such written notice to proceed, a protest setting forth in detail in what particulars the character of the Work was changed so as to warrant a consideration adjustment or by what amount the unit cost or other cost was increased or to what extent the consideration demand or reduction in consideration determined by the City Engineer as warranted is excessive. Failure to file such a protest in the time allotted will be deemed a waiver of any right to protest, and Contractor will proceed to complete the Work under the changed Contract terms and specifications. D. The failure of the parties to agree will not be construed as relieving Contractor of its duty and responsibility for continuing with performance under the Contract as changed. Failure to continue performance under such circumstances will constitute a material breach of Contract by Contractor and the appropriate provisions hereof with relation thereto will apply. The determination of the City Engineer of the amount of reduction in Contract consideration or other consideration to City or increase in consideration or other basis of compensation to Contractor arising out of any such change will be final and binding upon the Contractor, unless it files a protest as set forth in Section 4.3(C) above. Payment by City on the basis of Contract prices so adjusted will constitute full and final performance of City obligations hereunder. If the parties fail to agree prior to completion of the Contract, final payments will not be delayed but must be made in accordance with the City Engineer’s determinations subject to further claim of Contractor and compliance by City with court order, but nothing contained in this clause will excuse Contractor from proceeding with the performance of the Work as changed. 4.3.1 Reduction in Cost If the cost of the Work to Contractor is reduced by reason of any modification of the Contract, compensation must be made to City therefor or a proportionate reduction in Contract consideration must be made therefor. 4.3.2 Quantity Changes The quantities given in the proposal schedule for unit price items are for comparing proposals and may vary from the actual final quantities. Some quantities may be increased and others may be decreased or eliminated, and no claims can be made against the City for damage occasioned thereby or for loss of anticipated profits, Contractor being entitled only to compensation for the actual work done at the unit prices proposed. 4.3.3 Extra Work A. City reserves the right, when confronted with unpredicted conditions, unforeseen events, or emergencies, to revise the details of the contemplated Work or to add work of a different character or function and have the Contractor perform such revised or added work, as Extra Work, when such Extra Work is considered by the City Engineer to be vitally appurtenant to the satisfactory completion of the Project. “Extra Work” is defined as added work of a different A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-10 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 character or function and for which no basis for payment is prescribed in the Contract; or that involving revisions of the details of the Work in such a manner as to render inequitable payment under items upon which the Contractor proposed; or that work to be done under stipulated prices as given in the Schedule of Bid Prices. B. Contractor’s execution of the Contract will be deemed to be an agreement on its part to perform Extra Work, as and when ordered by the City Engineer. Contractor must give notice to the sureties on the Contractor’s bonds if the estimated total value of the Contract, as changed or supplemented, exceeds the original total proposal price by more than twenty-five percent (25%), but failure to give such notice will not affect the surety’s obligation under said bonds. If required Extra Work results in delay to the Work, Contractor will be given an equivalent extension of time. C. Upon City’s decision to have Extra Work performed, the City Engineer will so inform Contractor, acquainting it with the details of the new work. Should an item of work within the proposal schedule correspond with the type of work to be done under Extra Work to the mutual satisfaction of Contractor and City, the Extra Work must be performed at the stipulated bid price and in the manner provided for said item. Should such Extra Work not correspond to a stipulated bid price, Contractor must prepare a price for said work based upon its estimate of cost and submit said price and estimate to the City Engineer based on one of the following methods as requested by City: 1) For a stated unit price or lump sum amount based upon current prevailing fair prices for materials, labor, plant, overhead, and profit; or 2) On a cost plus markup basis (“force account” by the Contractor). All work done by Contractor on a cost plus markup basis will be computed in the manner hereinafter described, and the compensation thus provided must be accepted as payment in full by the Contractor, and no additional payment will be allowed for the use of small tools, superintendent's services, timekeeper's services, nor any other overhead expenses incurred in the prosecution of the force account work. (3) Under either method (1) or (2), total cost shall include: (a) MATERIALS: For all materials purchased by Contractor and used in this specific work, the cost estimate shall reflect the actual cost less normal discounts of such materials, including freight and delivery charges, as shown by original receipted bills. Salvage value, as may be agreed upon between the City and the Contractor for materials which are not permanently incorporated in the work, will be deducted from the total amount as derived above. City reserves the right to furnish such materials required as it deems advisable, and Contractor shall have no claim for profit on the cost of such materials. (b) LABOR: For all direct labor engaged in the specific operation, Contractor will receive the prevailing wage paid on the Project for each and every hour that said labor is actually engaged in such work. In addition, City will reimburse Contractor for unemployment compensation insurance payments; contributions made to the State as required by the provisions of the Unemployment Reserve Act, Chapter 352, Statutes of 1935, as amended; and for taxes paid to the federal government, as required by the Social Securities Act, approved August 14, 1935, as amended. (c) EQUIPMENT: For any machine, power and equipment which is A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-11 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 deemed necessary, Contractor will receive the actual cost of rented equipment furnished by it as shown on its paid vouchers. For the use of equipment Contractor owns, it will be paid at the rental rates currently prevailing in the locality, and said rental rates must be deemed to include profit and overhead, and no extra compensation will be allowed, nor will any percentage or amount whatsoever be added thereto. (d) MARKUP: (i) Work by Contractor. A fifteen percent (15%) allowance will be added to Contractor’s direct costs and will constitute the markup for all overhead and profit on Contractor’s work. Contractor will also be compensated for any actual increase in the Contractor’s bond premium caused by the Extra Work. (ii) Work by Subcontractor. When any of the Extra Work is performed by a subcontractor, a fifteen percent (15%) allowance will be added to the subcontractor’s direct costs and will constitute the markup for all overhead and profit on work by the subcontractor. In addition, a five percent (5%) allowance will also be added to the subcontractor’s direct cost and will constitute the markup for all overhead and profit for Contractor on work by the subcontractor. Contractor will also be compensated for any actual increase in Contractor’s bond premium caused by the Extra Work. D. Contractor shall not commence Extra Work until it has secured the City’s approval as to the method and amount of payment thereunder, excepting that the City Engineer may, in writing, order Contractor to proceed with Extra Work in advance of such approval. E. Upon receipt of Contractor’s price, the City Engineer will make an analysis thereof, and City will adopt one of the following procedures for prosecuting the Extra Work: (1) Accept Contractor’s price for the lump sum or unit price amount in the original or amended form and direct Contractor to proceed with the work; or direct Contractor to perform the work on a cost plus markup basis; or (2) Have the work performed by the City or another contractor under separate contract, without undue interference or hindrance to Contractor and without claim or suit by Contractor for damages on account thereof. 4.4 MAINTENANCE OF DETOURS A. Contractor will construct and maintain detours and detour bridges for the use of public traffic as provided in the Special Provisions, or as shown on the plans or as directed by the Engineer, and payment for such work will be made as set forth in the Special Provisions or at the contract prices for the items of work involved if the work being performed is covered by contract items of work, and no other method of payment therefor is provided in the Special Provisions. Otherwise, the work will be paid for as Extra Work as specified under Paragraph 4.3 of this section. B. When public traffic is routed through the work, provisions for passageway through construction operations will not be considered as detour construction or detour maintenance. C. Detours used exclusively by Contractor for hauling materials and equipment will be constructed and maintained by Contractor at Contractor’s expense. D. Contractor’s failure or refusal to construct and maintain detours at the proper time will be sufficient cause for closing down the work until such detours are in satisfactory condition A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-12 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 for the safe use of public traffic. E. Where Contractor’s hauling is causing such damage to the detour that its maintenance in a condition satisfactory for public traffic is made difficult or unusually expensive, the Engineer will have authority to regulate Contractor’s hauling over the detour. 4.5 USE OF MATERIALS FOUND ON THE WORK Contractor, with the approval of the Engineer, may use in the proposed construction such stone, gravel, sand or other material suitable, in the opinion of the Engineer, as may be found in the excavation, but it must replace at its own expense with other suitable material all of that portion of the material so removed and used which was contemplated for use in the embankments, backfills, bridge approaches, or otherwise. No charge for materials so used will be made against Contractor. Contractor shall not excavate or remove any materials from within the Project location which is not within the excavation, as indicated by the slope and grade lines, without written authorization from the Engineer. A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-13 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 SECTION 5 CONTROL OF THE WORK 5.1 AUTHORITY OF CITY ENGINEER The City Engineer must decide all questions which may arise as to the quality or acceptability of materials furnished and work performed, the manner of performance, the rate of progress of the work, and the interpretation of the Plans and Specifications. His/her decision will be final, unless otherwise ordered by the City Manager or Assistant City Manager, and the City Engineer will have the authority to enforce and make effective all decisions and orders Contractor fails to carry out promptly. 5.2 PLANS The approved Plans are hereby made a part of these Specifications. These Plans show in general the nature and dimensions of the work to be done. Contractor acknowledges that changes may be made to the Plans according to the best interests of the City. 5.3 CONFORMITY WITH PLANS A. Finished surfaces in all cases must conform with the lines, grades, cross sections, and dimensions shown on the approved Plans. Deviations from the approved Plans and working drawings, as may be required by the exigencies of construction, will in all cases be determined by the City Engineer and must be authorized in writing by him/her. B. Contractor must have Plans and Specifications for the Project on the Project location at all times and must make these Plans and Specifications available to the Engineer upon request. 5.4 WORKING DRAWINGS A. Contractor must submit working drawings, in quadruplicate, as required by the Special Provisions. Working drawings for any structure must consist of such detailed plans as may be required for the prosecution of the work and are not included in the plans furnished by the City. They must include shop details, erection plans, masonry layout diagrams, and bending diagrams for reinforcing steel, which must be approved by the Engineer before any work involving these plans is performed. Plans for cribs, cofferdams, falsework, centering, and form work will be required and must be subject to approval, unless approval is waived by the Engineer. These plans will be subject to approval insofar as the details affect the character of the finished work, but other details of design will be left to Contractor, who must be responsible for the successful construction of the work. B. Contractor hereby acknowledges that approval by the Engineer of Contractor’s working drawings does not relieve Contractor of any responsibility for accuracy of dimensions and details, or for mutual agreement of dimensions and details. C. Full compensation for furnishing all working drawings must be considered as included in the prices paid for the various Contract items of work, and no additional allowance will be made therefor. 5.5 COORDINATION OF PLANS, SPECIFICATIONS, AND SPECIAL PROVISIONS A. These Specifications, the Plans, Special Provisions, Contract change orders, and all supplementary documents are essential parts of the Contract, and a requirement occurring in one is binding as though occurring in all. They are intended to be cooperative and to describe and provide A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-14 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 for a complete work. B. In case of discrepancy either in the Plans or Specifications, the matter must be promptly submitted to the City Engineer who must make a determination in writing. Any adjustment by the Contractor without this determination will be at its own risk and expense. If Contractor, in the course of the work, finds any discrepancy in the Plans in the physical conditions of the locality, or any errors or omissions in the Plans, or in the layout as given by survey points and instructions, Contractor must immediately notify the Engineer in writing who will promptly verify the same. Any work or material not herein specified or shown on the Plans, but which is fairly implied in the judgment of the City Engineer, should be included therein, must be done or furnished as a part of the Contract as though shown or included in the Plans or Specifications. Any work done after such discovery, until authorized, will be done at Contractor’s risk. 5.6 INTERPRETATION OF PLANS AND SPECIFICATIONS A. Should it appear that the work to be done or any of the matter relative thereto are not sufficiently detailed or explained in the Plans and Specifications, Contractor shall apply to the Engineer for such further explanations as may be necessary and must conform to them as part of the Contract, so far as they may be consistent with the original Specifications; and in the event of any doubt or question arising respecting the true meaning of the Specifications, reference must be made to the City Engineer, whose decision thereon will be final. B. In the event of any discrepancy between any Plans and the figures written thereon, the figures must be taken as correct. 5.7 SUPERINTENDENCE A. Whenever Contractor is not present on any part of the work where it may be desired to give direction, the Engineer will give orders that must be received and obeyed by the superintendent, foreman, or authorized representative who may have charge of the particular work in reference to which the orders are given. Any order given by the Engineer, not otherwise required by the Specifications to be in writing, will, on Contractor’s request, be given or confirmed by the Engineer in writing. B. An authorized representative of the Contractor must be present at the site of the Work at all times, both while work is actually in progress and during periods when work is suspended. C. Where Contractor is comprised of two or more persons, co-partnership or corporations, functioning on a joint-venture basis, Contractor must designate in writing to the City the name of their authorized representative who must have supreme authority to direct the work and to whom orders will be given by the Engineer, to be received and obeyed by Contractor. D. Contractor must have a sufficient number of superintendents or foremen on the site of the work to adequately supervise and direct each major type of its construction work, and when, in the opinion of the Engineer, Contractor’s required supervisory personnel are considered inadequate, Contractor, upon request from the City, must promptly provide adequate personnel. 5.8 LINES, GRADES AND MEASUREMENTS A. Contractor will do the initial staking out of the work unless otherwise stated in the Special Provisions. Contractor will establish control lines and offset lines and set all stakes normally A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-15 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 required so Contractor can make the necessary measurements therefrom for the layout of the details of its work without the need for surveyors. Survey stakes and benchmarks removed by the carelessness of Contractor or its employees will be replaced by the City at Contractor’s expense. B. Contractor must employ skilled personnel for making measurements and skilled mechanics for setting equipment or metal parts that are to be permanently imbedded in or attached to proposed structures. Contractor must remedy any inaccuracies in the placing of equipment or metal parts at its own cost. Any inaccuracies in the performance of the Contractor’s work due to faulty transfer or measurements must be remedied by the Contractor at its own expense. 5.9 INSPECTION A. Except as otherwise provided in paragraph (D) below, all material and workmanship, if not otherwise designated by the Specifications, must be subject to inspection, examination and test by the Engineer at any and all times during manufacture and/or construction and at any and all places where such manufacture and/or construction are carried on. The Engineer may reject defective material and workmanship or require its correction. Rejected workmanship must be satisfactorily corrected, and rejected material must be satisfactorily replaced with proper material without charge therefor, and Contractor must promptly segregate and remove the rejected material from the premises. If Contractor fails to proceed at once with the replacement of rejected material and/or the correction of defective workmanship, the Engineer may by contract or otherwise replace such material and/or correct such workmanship and charge the cost thereof to Contractor, or may terminate the right of Contractor to proceed. B. Contractor must furnish promptly without additional charge, all reasonable facilities, labor, and materials necessary for the safe and convenient inspection and tests as the Engineer may require. All Engineer inspections and tests will be performed in such a manner as not unnecessarily to delay the work. Special, full size, and performance tests will be as described in the Specifications. Contractor will be charged with any additional cost of inspection when material and workmanship are not ready at the time inspection is requested by the Contractor. C. Inspection of material and finished articles to be incorporated in the work at the site must be made at the place of production, manufacture, or shipment, whenever the quantity justifies it, unless otherwise stated in the Specifications; and such inspection and written or other formal acceptance, unless otherwise stated in the Specifications, will be final, except as regards latent defects, departures from specific requirements of the Contract, damage or loss in transit, frauds, or such gross mistakes amount to fraud. Subject to the requirements contained in the preceding sentence, the inspection of material and workmanship for final acceptance as a whole or in part must be made at the site. Nothing contained in this paragraph will in any way restrict the City’s rights under any warranty or guarantee. No work will be covered by a succeeding operation until the Engineer has had adequate notice and a sufficient opportunity to inspect the work. Any violation of this requirement will be deemed an attempt to defraud the City, and the work covered may be rejected. Contractor must comply promptly with all instructions of the Engineer. Failure to so comply will be sufficient cause for breach of contract. The Engineer may, when in the best interests of the City, order a suspension of the work or any part of the work which is not, in his/her opinion, proceeding satisfactorily. D. The inspection of the work will not relieve Contractor of any of its obligations to fulfill its Contract as prescribed. A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-16 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 E. Should the Engineer consider it necessary or advisable at any time before final acceptance of the entire work to examine work already completed, and upon which adequate notice and sufficient opportunity for inspection was provided, Contractor must on request promptly furnish all necessary facilities, labor, and material. If such work is found to be defective or non-conforming in any material respect due to fault of the Contractor or its subcontractors, Contractor must defray all the expense of such examination and satisfactory reconstruction. If, however, such work is found to meet the requirements of the Contract, the actual direct cost of labor and material necessarily involved in the examination and replacement, plus markup as determined in Section 4.3, will be allowed the Contractor, and if completion of the work has been delayed thereby, Contractor will be granted a suitable extension of time on account of the additional work involved. F. All inspections by the City, the Engineer, or the Engineer’s representative are for the City’s use in determining the acceptability of the Project. Contractor is responsible for the quality of all materials supplied and all workmanship. Contractor must provide and implement a quality control program independent of the inspections provided by the City. Such quality control program must be designed to ensure materials and workmanship are of first quality in conformance with these specifications and the best practices of the construction industry. Contractor’s quality control plan must be submitted to the Engineer for review within fifteen (15) days of Notice to Proceed. Approval of the quality control plan by the Engineer does not relieve Contractor of providing sufficient tests or certifications to provide a complete and useable product in accordance with these specifications. 5.10 UNAUTHORIZED WORK AND DEFECTIVE WORK OR MATERIALS Any work done beyond the scope of the Plans and Specifications established by the City Engineer, or any Extra Work done without written authority, will be considered unauthorized and will not be paid for. Work so done may be ordered removed at Contractor’s expense. Upon failure of Contractor to comply promptly with any order of the Engineer made under the provisions of this Section 5, the City Engineer will have authority to cause defective work or materials to be remedied or removed and replaced, and unauthorized work to be removed, and to deduct the cost from any moneys due or to become due to the Contractor, notwithstanding that such defective work and materials have been previously overlooked by the Engineer and accepted or estimated for payment. 5.11 METHODS AND EQUIPMENT A. Equipment not suitable to produce the quality of work required will not be permitted to operate on the Project. If the City Engineer or representative observes unsuitable equipment, the City Engineer shall have the right and authority to stop work. Contractor will not be granted extra additional days or compensation for delay due to Contractor’s use of unsuitable equipment. B. Plants must be designed and constructed in accordance with general practice for such equipment and must be of sufficient capacity and of such character to insure the production of sufficient material to carry the work to completion within the time limit. C. Contractor must provide adequate and suitable equipment and plants to meet the above requirements and, when ordered by the Engineer, must remove unsuitable equipment from the work and discontinue the operation of unsatisfactory plants. D. Each machine or unit of equipment must be operated by a person experienced in handling the particular make of machine or unit of equipment in use, at a speed or rate of production A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-17 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 not to exceed Manufacturer’s recommendations. E. All vehicles used to haul materials over existing highways must be equipped with pneumatic tires. F. Beam scales for use in batchers, proportioning plants, platform scales, or for other purposes must be equipped with “V” blocks and pivots of hard steel in all hangers or other points of support which are used as parts of the weighing mechanism. 5.12 FINAL INSPECTION AND ACCEPTANCE A. City will inspect the work for acceptance promptly upon receipt of notice in writing from Contractor that the work required under the Contract has been performed. B. If, in the judgment of the City Engineer, the work has been completed in accordance with the Plans and the Specifications and is ready for acceptance, he/she will so certify and accept the completed work in accordance with the City’s approved procedures. The City Engineer will, in his/her certification, give the date upon which the work was completed. Upon City’s acceptance pursuant to such certification, the date of completion as certified by the City Engineer will be the date of completion of work up to which penalties for liquidated damages, if any, will be computed. 5.13 CLEANUP WORK A. During construction, Contractor must keep the site reasonably free and clear from all rubbish and debris. Care must be taken to prevent spillage when hauling is being done on any public road or street, and any such spillage or debris resulting from Contractor’s operation must be immediately cleaned up. B. Upon the completion of the work, Contractor must remove all plants, building, rubbish, unused materials, concrete forms and other like material belonging to it or used under its direction during the construction. In the event of its failure to do so, the same may be removed by the City at Contractor’s expense. A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-18 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 SECTION 6 CONTROL OF MATERIALS 6.1 CITY-FURNISHED MATERIALS A. Contractor must notify the City as to the time at which it will require those materials which are to be furnished by the City. This notice must be given in sufficient advance of actual need to avoid delay. B. City-furnished materials will be delivered Freight on Board (f.o.b.) trucks at the site of the work. “Site of the work” means the nearest point to the work which is readily accessible to trucks. Contractor will be charged with any standby or demurrage charges which may accrue at the point of delivery because of their failure to unload the trucks immediately upon their arrival at the site of work. C. Contractor must receive and be responsible for these materials, storing those which may be damaged by the elements, in a safe, substantial manner until they are used in the work. D. Any materials City delivered in an acceptable condition to Contractor which are subsequently lost or rejected by the City due to damages from handling, transporting, storing, flood waters, fire, or for any other reasons before its use in the completed Work, must be paid for by the Contractor. The total value of such materials will be deducted from moneys due or becoming due to Contractor. Contractor must remove any condemned material immediately and permanently from the site of work. E. Any of the City’s materials, remaining unused after all requirements for said materials have been met, must be promptly returned to City in acceptable condition. Contractor must return these materials f.o.b. to the City’s truck at the site of work and at such points as will be conveniently accessible to City transportation. F. Contractor must not sell, assign, mortgage, hypothecate, or remove equipment or materials which have been installed or delivered and which may be necessary for the completion of the Contract, without the City’s written consent. 6.2 MATERIALS TO BE FURNISHED BY CONTRACTOR Unless otherwise specified herein, or on the Plans and Specifications, Contractor must furnish all materials required for the completion of the Contract. The cost of hauling, storing and handling of all the materials Contractor is required to furnish must be included in the unit price proposal in the schedule for the work for which the materials are required. 6.3 SOURCE OF SUPPLY AND QUALITY OF MATERIALS A. It is the Contractor’s responsibility to require material suppliers and subcontractors to furnish materials which meet the requirements of the Specifications. All materials which are to become part of the completed Project must be new and must conform to the requirement prescribed therefor in these Specifications or as specified in the Special Provisions. B. Unless otherwise waived in writing by the Engineer, Contractor will be required to furnish the City with certification(s) prepared and signed by the manufacturers and/or suppliers to the effect that items furnished meet all the requirements of the Specifications. Such certification(s) must be furnished prior to the use of the material in any part of the construction. A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-19 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 C. In the case of sand and gravel to be used for concrete construction, Contractor must notify the City’s representative in writing of the sources of the available materials and secure source approval in writing prior to placing order for delivery of this material to the job site. 6.4 WATER AND ELECTRIC POWER A. Unless otherwise indicated in the proposal schedules, Contractor will be responsible for providing, paying all costs for, and maintaining at their own expense an adequate supply of water and electric power of a quality suitable for construction and domestic purposes. B. Contractor must indemnify, defend, and save City harmless against any and all claims or suits for damages arising from its acquisition and use of electric power and water. 6.5 MATERIALS AND WORKMANSHIP; WARRANTY A. All material furnished by the Contractor must be of the specified quality and equal to approved samples, if samples have been submitted. All work must be performed and completed in a thorough, workmanlike manner, notwithstanding any omission from the Plans and Specifications. All work done and all materials furnished must comply with these Specifications to the City’s satisfaction. B. Materials furnished by Contractor and condemned by the Engineer as being unfit for use must be immediately and permanently removed from the site of work. Unused materials, except such as furnished by the City, will remain the property of Contractor. C. Contractor warrants that all construction services shall be performed in accordance with generally accepted professional standards of good and sound construction practices, all Contract Documents requirements, and all laws, codes, standards, licenses, and permits. Contractor warrants that all materials and equipment shall be new, of suitable grade of their respective kind s for their intended uses, and free from defects. Contractor hereby grants to City for a period of one (1) year following the date of completion its unconditional warranty of the quality and adequacy of all of the Work including, without limitation, all labor, materials and equipment provided by Contractor and its subcontractors of all tiers. If either prior to completion of the Work, or within one (1) year after completion, any Work (completed or incomplete) is found to violate any of the foregoing warranties (“Defective Work”), Contractor shall promptly, without cost to City and in accordance with City’s written instructions, correct, remove and replace the Defective Work with conforming Work, and correct, remove and replace any damage to other Work or other property resulting therefrom. If Contractor fails to do so, Contractor shall pay all of the City’s resulting claims, costs, losses and damages. Where Contractor fails to correct Defective Work, or defects are discovered outside the correction period, City shall have all rights and remedies granted by law. 6.6 STORAGE OF MATERIALS Materials must be so stored as to insure the preservation of their quality and fitness for the work. When considered necessary by the Engineer, they must be placed on wooden platforms or other hard, clean surfaces and not on the ground. They must be placed under cover when so directed. Stored materials must be so located as to facilitate prompt inspection. 6.7 SAMPLES AND SPECIMENS Contractor must submit specimens or samples of materials to be used in the work as the A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-20 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 Engineer may require. 6.8 TRADE NAMES AND ALTERNATIVES A. For convenience in designation on the Plans or in the Specifications, certain equipment or articles or materials may be designated under the trade name of a manufacturer and its catalogue information. The use of alternative equipment or an article or material which is of equal quality and of the required characteristics for the purpose intended will be permitted, subject to the approval of the City Engineer. B. The burden of proof as to the comparative quality and suitability of alternative equipment or articles or materials is on Contractor, and it must furnish, at its own expense, all information necessary or related thereto as required by the City Engineer. The City Engineer will be the sole judge as to the comparative quality and suitability of alternative equipment or articles or materials, and his/her decision will be final. C. Contractor’s price proposal is assumed to be on the basis of trade names specified or designated in the Specifications. Savings resulting from use of a less expensive equal or alternate must accrue to the City and must be subtracted from the unit price for this item. 6.9 REMOVAL OF EQUIPMENT OR MATERIALS Contractor may not sell, assign, mortgage, hypothecate or remove equipment or materials which have been installed or delivered and which may be necessary for the completion of the Contract without the written consent of the City. 6.10 TESTING OF MATERIALS Unless otherwise specified elsewhere in the Specifications or in the Special Provisions or called for in the Plans, the City or its authorized representative shall perform all tests of materials and work for determining compliance with specified requirements. A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-21 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 SECTION 7 LEGAL RELATIONS AND RESPONSIBILITY 7.1 LAWS TO BE OBSERVED Contractor must keep itself fully informed of all existing and future State and Federal laws and County and municipal ordinances and regulations which in any manner affect those engaged or employed in the work, or the materials used in the work, or which in any way affect the conduct of the work, and of all such orders and decrees of bodies or tribunals having any jurisdiction or authority over the same. Contractor must at all times observe and comply with all such existing and future laws, ordinances, regulations, orders, and decrees of bodies or tribunals having any jurisdiction or authority over the work; and must indemnify, defend, and hold the City and all its officers, agents and servants harmless against any claim or liability arising from or based on the violation of any such law, ordinance, regulation, order, or decree, whether by itself or its employees or agents. If any 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, Contractor must forthwith report the same to the City Engineer in writing. 7.2 PERMITS A. City will obtain all necessary rights and approvals for the work to occupy properties in streets, highways or railways. Contractor will obtain all permits and pay any fees connected therewith having to do with its construction operations. Contractor will furnish City with a copy of all permits and must fully comply with all conditions and provisions of same. B. Bidders must contact railway companies affected by the work under the Project and ascertain their requirements in respect to indemnification agreements, bonds and insurance. Upon award of the Contract, Contractor must immediately again contact the railway company and, if required, enter into an indemnification agreement, furnish bonds and insurance, and pay the fees therefor. C. All expenses incurred by the railway company as a result of Contractor’s operations will be borne by the Contractor. 7.3 PATENT CLAIMS The bidder must include in the price proposal for the work the patent fees or royalties or charges upon any patented article or process which it may furnish or use in the prosecution of the work, and the bidder to whom the Contract is awarded must indemnify, defend and save the City harmless against any legal action that may be brought for infringement of patents upon any articles or processes that may be used by Contractor in the prosecution of the work. Contractor must furnish satisfactory evidence of release of all claims of this nature before the final payment is made upon the Contract. 7.4 SANITARY PROVISIONS Contractor must provide and maintain in a neat and sanitary condition such accommodations for the use of its employees as may be necessary to comply with all applicable laws, ordinances and regulations pertaining to the public health and sanitation of dwellings and camps. Enclosed toilets must be provided for the use of the persons employed or engaged on any work under these Specifications. A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-22 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 7.5 RIGHT OF WAY AND RIGHT OF ACCESS A. City will acquire all permanent rights of way or permanent easements required for the constructed Project. Contractor is hereby authorized to use the site for the purposes described in the Specifications. B. Contractor is responsible for obtaining the right to enter, remove, alter, or make use of any existing road, culvert, bridge, canal, pipeline, levee, fence or similar barrier, lines of communications or improvement of any nature, or the trespassing on privately owned lands, and it must indemnify, defend and save City harmless from any and all claims for such damages occasioned by such entering, removing, altering, using or trespassing. C. In case of interference to the work by delay of the City in furnishing permanent rights of way or permanent easements, Contractor will be allowed an extension of time equivalent to the time lost by unavoidable delay in the completion of the Contract because of the failure to furnish the rights of way on time, but no damages will be allowed or paid for such delay. D. Rights of way and/or easements and construction easements have been secured for work sites, and for trails and roadways as considered necessary for ingress and egress to the work site. Such rights and/or easements have been delineated on the Plans. The right to enter, remove, alter, or otherwise make use of adjacent property, roads, utility lines, fences, vegetation and other improvements as not included within the rights of way or easements will be at Contractor’s sole expense and responsibility . 7.6 PUBLIC CONVENIENCE AND ACCESS A. Contractor must conduct its operations so as to cause the minimum obstruction and inconvenience to traffic and to places of business and residence adjacent to the work. No greater quantity of work must be under construction at any one time than can be properly conducted with due regard for the rights of the public. Where existing streets ar e not available as detours, all traffic must be permitted to pass through the work with as little inconvenience and delay as possible, unless otherwise provided or authorized. If only half the street is under improvement, the other half must be conditioned and maintained as a detour. B. The work must be conducted by tunneling, backfilling or bridging where necessary to provide access to fire hydrants and water gates; driveways to service stations, markets or other places of business requiring public vehicular access; and driveways to private residences, unless Contractor makes other arrangements satisfactory to the City. Temporary approaches to intersecting streets and alleys must be provided and maintained in good condition. Safe crossings for pedestrians must be provided at intervals of not more than three hundred feet (300’). 7.7 STORAGE OF MATERIALS IN PUBLIC STREETS, ROADS OR HIGHWAYS Construction materials must not be stored on the streets unless permitted by the City Engineer. 7.8 PUBLIC SAFETY Contractor is required by law to conform to the “Construction Safety Order,” “Trench Construction Safety Orders,” “General Safety Orders,” and “Tunnel Safety Rules” of the California Division of Occupational Safety and Health. Contractor must maintain copies of these rules and orders at the site of its operations and shall be governed by the requirements thereof. A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-23 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 The requirements concerning Ventilation, General Safety Precautions, Transportation, Roof Inspection, Timbering, and all rules and regulations concerning the use of explosives are of particular importance. 7.9 STREET CLOSURES, DETOURS, BARRICADES A. In addition to the requirements of this paragraph and Section 4 of these Specifications, Contractor must, unless otherwise permitted by the City Engineer, conform to the requirements for street closures, detours and barricades as stipulated in the Special Provisions. However, the City Engineer may permit deviations from the requirements stipulated therein when such deviations are to the best interests of the City and are approved by the County, City or State authorities concerned. B. During the progress of the work, Contractor must make adequate provisions to accommodate the normal traffic along streets and highways immediately adjacent to or crossing the work so as to cause a minimum of inconvenience to the general public. C. Contractor must give due notice to local police and fire departments prior to beginning construction and must cooperate with said departments in complying with their requirements pertaining to emergency vehicles and equipment. D. Contractor must comply with County, City or State requirements and authorities concerning closure of streets; the providing of barriers, guards, lights, temporary bridges, flagmen and watchmen; and the posting of proper notices or signals to the public regarding detours and the condition of the work under construction so as to effectively guard the public from danger as a result of the work being done under the Contract. Contractor must fully comply with such requirements. Contractor must also be held responsible for compliance with any additional requirements as may arise during the progress of the work. All costs involved in respect to the above requirements will be considered as included in the price proposals for the various items of work. E. Contractor must furnish, install, and upon completion of the work, remove all signs and warning devices required for directing and protecting the public during construction. F. The signs and posting thereof must conform to the current requirements as specified in the manuals covering signs published by the Division of Highways, Department of Public Works of the State of California. Copies of these manuals are on file in the office of the Engineer. G. Contractor must notify the appropriate authorities of any municipality or unincorporated area twenty-four (24) hours in advance of the start of any construction work being done in said municipality or area. H. The provisions of Paragraph 7.18, “Emergencies and Responsibility for Damage,” apply to the precautions and safeguards taken by Contractor in connection with the closure of streets, barricades, detours, signs, etc., as required by the above authorities. 7.10 USE OF EXPLOSIVES A. The use of explosives will not be permitted unless otherwise stated in the Special Provisions. If permitted, the method employed and the quantity of explosives used must at all times be subject to the approval of the Engineer. Explosives must be handled, used and stored in accordance with the provisions and requirements of all applicable laws, ordinances and regulations with respect thereto. A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-24 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 B. The Engineer’s approval for the use of explosives does not relieve Contractor from its responsibility to indemnify, defend and save City harmless from any legal actions or claims brought against it because of or on account of the use of explosives. 7.11 PRESERVATION OF PROPERTY A. Contractor is responsible for the protection, restoration, , or the replacement of any improvements such as, but not limited to, lawns, trees, shrubs, hedges, fences, walls, sidewalks, driveways, curbs, gutters and pavement existing on public or private property at the start of work or placed there during the progress of work and not being specified or shown on the drawings to be either temporarily or permanently removed. Contractor is responsible for removal of all USA Markings created within the Project limits and in relation to the Project. Replacement or restoration must meet the approval of the Engineer. B. With respect to trees, Contractor must obtain permission from the Engineer and from any jurisdictional agency concerned prior to the removal or trimming of any trees, except where a tree is specifically indicated on the Plans or in the Specifications to be removed. Trees which are so indicated need not be replaced except where otherwise stipulated in the Specifications. C. All costs involved in the protection and restoration of existing improvements as herein specified must be included in the prices proposal for the various items of work. 7.12 PRESERVATION OF MONUMENTS Contractor must not disturb any monuments or stakes found on the lines of improvements without permission from the Engineer, and must bear the expenses of resetting any monuments or stakes which may have been disturbed with such permission. Contractor must reset all street signs and traffic signs it disturbed during the progress of the Work. 7.13 SAFEGUARDING EXCAVATIONS AND STRUCTURES A. In excavating for the Project, Contractor must be fully responsible for providing and installing adequate sheeting and/or timbering and bracing as may be necessary as a precaution against slides or cave-ins, and to protect all existing improvements of any kind, either on public or private property, from damage. Contractor must make necessary repairs to or reconstruction of any such damaged improvements at its own expense and as directed by the Engineer. B. Contractor must remove all shattered rock or other loose material which may be dangerous to workmen or to structures. Even if such removal enlarges the excavation beyond the required limits, it does not relieve Contractor from the necessity of making such removal, and Contractor will not be entitled to additional compensation under any Contract item on account of such removal and enlargement. C. Contractor is responsible for providing all materials required for sheeting, bracing and shoring. Upon completion of the work, except for such as may be left in place, all remaining materials will become Contractor’s property and responsibility. 7.14 EMERGENCIES AND RESPONSIBILITY FOR DAMAGE A. Contractor, at all times throughout the performance of the Contract, must take all precautions necessary to prevent any accident or other cause of damage to life or property in any place affected by the operations, arising from the Work, or resulting from any unusual conditions which may arise, including, but not limited to, erecting and maintaining suitable and sufficient A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-25 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 barriers, signs, lights, or other necessary protection. This duty also extends to interruption or contamination of public water supplies, irrigation, or other public services, or to any failures of partly completed works. B. If, in the opinion of the Engineer, the precautions taken by Contractor are not safe or adequate at any time during the life of the Contract, he/she may order Contractor to take further precautions, and if Contractor fails to remediate the situation adequately, the Engineer may order the work done by the City and charge Contractor for the cost thereof, such cost to be deducted from any moneys due or becoming due to Contractor. Failure of the Engineer to order such additional precautions, however, does not relieve Contractor from its full responsibility for public safety. C. Contractor must indemnify, defend and save City harmless from any legal actions or claims of every kind and description brought against City for, or on account of, any injury or damage to person or property received or sustained by any person or persons on account of work done by Contractor, any duly authorized subcontractor, agent, employee or workman of Contractor (“Indemnifying Parties”) pursuant to the Contract or any extension or addition thereof caused by the negligence of the Indemnifying Parties, or by or in consequence of any negligence in guarding the person or property, or any material used or to be used for the same, or by or on account of any material, implement, appliance or machine used in the construction, or by or on account of any accident or of any act or omission of the Indemnifying Parties. D. City may withhold and retain a sufficient amount of the money due Contractor under the Contract as City determines is necessary until all legal actions or claims for such damages have been resolved and evidence to that effect has been furnished to the City. The funds retained under this Section is in addition to any funds retained as provided for in Paragraph 9.5. E. All of the above provisions also apply to suits for loss of business and/or obstruction or inconvenience to business of private property owners. 7.15 DISPOSAL OF MATERIAL OUTSIDE OF CITY’S RIGHT OF WAY A. Unless otherwise specified in the Special Provisions, Contractor must make its own arrangements for disposing of materials outside of City’s right of way at Contractor’s own expense and Contractor must pay all costs associated therewith. B. When any material, including excess or unsuitable excavated earth or other materials are to be disposed of outside of City’s right of way, Contractor must first obtain written permit from the owner on whose property the disposal is to be made, and it must file said permit or a certified copy thereof, together with a written release from the property owner, absolving City from any and all responsibility in connection with disposal of material on said property. C. Unless otherwise provided in the Special Provisions, full compensation for all costs for disposing of materials, as specified above, must be included in the prices paid for the various Contract items of work, and no additional allowance will be made therefor. 7.16 CONTRACTOR’S RESPONSIBILITY FOR WORK A. The submission of a proposal hereunder shall be considered evidence that the bidder has carefully examined the site of the work with regard to the climatic and physical conditions which will affect construction operations. B. Throughout the term of the Contract, Contractor assumes all risks and expense of A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-26 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 interference and delay in its operations, and the protection from or the repair of damage to improvements being built by it under the Contract as may be caused by floods, storms, industrial waste, irrigation, underground water, or other sources. Contractor also assumes full responsibility and expense of protecting or removing and returning to the site of work all equipment or materials under its care that are or may be endangered by weather elements. C. Furthermore, Contractor must indemnify, defend and save City harmless against all claims or suits for damage arising from Contractor’s operations in dewatering the Work and efforts to control or divert water. D. All works installed by the Contractor in connection with dewatering, control, and diversion of water, but not specified to become a permanent part of the Project, must be removed and the site restored, insofar as practical, to original condition at the Contractor's own expense. 7.17 CITY ENGINEER CANNOT WAIVE OBLIGATIONS It is expressly agreed that neither the City Engineer nor any of his/her agents have the power or authority to waive any of the obligations of these Specifications for Contractor’s furnishing of good and suitable material and for performing the work as herein described. Failure or omission on the part of the City Engineer, or any of his/her assistants or agents, to condemn defective or inferior work or materials does not imply acceptance of the work nor release of Contractor from obligations to immediately tear out, remove and properly replace the same without compensation, at its own cost and expense at any time, upon the discovery of said defective work or material, prior to the final acceptance of the entire Work; neither will such failure or omission, nor any acceptance by the City or by the City Engineer or any other officer or employee of the City, be construed as barring the City at any subsequent time from recovery of damages from Contractor and its sureties of such a sum of money as may be needed to remove and to build anew all portions of the work in which fraud was practiced, or improper work or material hidden. 7.18 RIGHTS IN LAND IMPROVEMENTS Nothing in these Specifications may be construed as allowing Contractor to make any arrangements with any person to permit occupancy or use of any land, structure or building within the limits of the Contract for any purpose whatsoever, either with or without compensation, in conflict with any agreement between the City and any owner, former owner, or tenant of such land, structure or building. 7.19 PERSONAL LIABILITY Neither the City, the City Engineer, nor any of their elected officials, officers, employees, or agents may be held personally responsible for any liability arising under the Contract. Contractor must maintain in full force and effect, during the entire life of the Contract, public liability, property damage and personal injury insurance in amounts not less than specified in the Special Provisions. Contractor must maintain on file with the City during the entire life of the Contract a memorandum of coverage or other evidence of such insurance, issued by the underwriter. Said insurance may not be cancelled or declined renewal unless notice is mailed to the City at least forty-five (45) days prior to the effective date of renewal or at least sixty days (60) days prior to the effective date of cancellation. In addition, if a public agency is named as an additional insured by way of endorsement or certificate of insurance, notice shall be given to said public agency. Contractor must pay all premiums whether said premiums cover Extra Work or work under regular Contract items. A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-27 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 7.20 REPAIR OF EQUIPMENT The work of installing, assembling, repairing, reconditioning, or other work of any nature on machinery, equipment, or tools used for the Work will be considered a part of the work to be performed under the Contract, and any laborers, workmen, or mechanics working on such machinery, equipment or tools, unless employed by bonafide commercial repair shops, garages, blacksmith shops, or machine shops, which have been established and operating on a commercial basis for a period of at least two (2) months prior to the award of the Contract, will be subject to all of the requirements relating to labor set forth in the Contract and in these Special Provisions. 7.21 CONTRACTOR’S LEGAL ADDRESS The address given in the proposal will be considered Contractor’s legal address, which may be changed at any time by notice in writing to the City at its office. The delivery to such address, or the depositing in the United States mails in a sealed envelope, postpaid, registered and properly directed to the Contractor’s legal address, of any communications will be legal and sufficient service of the same upon Contractor. 7.22 COOPERATION AND COLLATERAL WORKS A. Where two or more contractors are employed in related or adjacent work, each must conduct its operations in such manner as not to cause any unnecessary delay or hindrance to the other. Each contractor must be responsible to the other for all damage to work, to person or property, and for loss caused by failure to finish the work within the specified time for completion. B. Contractor must also coordinate its work and cooperate with contractors or workmen employed by other agencies on or adjacent to the site of the work. 7.23 UTILITIES A. “Utilities” for the purpose of these specifications must be considered as including, but not limited to, pipelines, conduits, transmission lines, and appurtenances of “Public Utilities” (as defined in the California Public Utilities Code) and those of private industry, businesses, or individuals solely for their own use or for the use of their tenants, and storm drains, sanitary sewers, street lighting, and traffic signal systems. B. All utility service interrupted or severed by Contractor’s operations shall be immediately reinstated at the earliest opportunity whether by temporary or permanent connections, and permanent reconstruction must be made as soon as construction operations permit. C. City has, by a search of known records, endeavored to locate and indicate on the drawings, all utilities that exist within the limits of the work. However, the accuracy or completeness of the utilities indicated on the drawings is not guaranteed. Service connections to adjacent property may or may not be shown on the drawings. It is Contractor’s responsibility to determine the exact location of all utilities and their service connections. Contractor must make its own investigation as to the location and type of existing utilities, their appurtenances, and service connections which may be affected by the Work and must notify the City as to any utility located by it which has been incorrectly shown or omitted from the drawings. D. Work required in connection with utilities because of interference with Contract work will be performed and paid for as specified in the following paragraphs, 7.23(D)(1) through 7.23(D)(8); however, when directed or approved by the City Engineer, changes in line or grade of A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-28 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 structure being built may be made in order to avoid utilities. The cost of such changes will be paid for as Extra Work. (1) By Other Than Contractor When it is stated in the Special Provisions or indicated on the drawings that a utility is to be relocated, altered, or reconstructed by other than Contractor, City will conduct all negotiations with the owners in respect to such work, and the work will be done at no cost to Contractor. (2) By Contractor Under a Specified Contract Item When the bidding schedule contains a separate item covering the relocation, alteration, or reconstruction of a utility by Contractor, the price proposal for said item must cover all costs involved in such work. The utility owner’s drawings and Special Provisions will give the construction details for the work, and unless the time at which the work must be done is specified in the Special Provisions, Contractor must coordinate with the utility owner regarding when the work is to be done. (3) By Contractor But Not Under a Specified Contract Item When work on a utility is specified or indicated on the Plans to be done by Contractor, but is not included as a separate Contract item in the bidding schedule, City will make all arrangements with the owner of the utility with respect to the construction details; however, Contractor must coordinate with the utility owner as to when the work is to be done. Any costs for such work must be included in the unit prices or included in the lump sum amounts proposed for the various Contract items. (4) By Contractor − Service Connections The alteration, temporary relocation or reconstruction of service connections to adjacent property is Contractor’s responsibility, and Contractor must notify occupants of the affected properties before service is interrupted and make all arrangements with the utility owners regarding the interruption and reconstruction of service connections. The costs for such work on service connections must be included in the unit prices or in the lump sum amounts proposed for the various Contract items, unless otherwise specified in the Special Provisions. Reconstruction of sanitary sewer house connections must be accomplished in the manner shown on the Plans. (5) By Contractor for His Own Convenience The temporary relocation or alteration of any utility desired by Contractor solely for its own convenience in the performance of the Contract work to a position or condition other than that provided for in the Special Provisions or shown on the Plans is Contractor’s responsibility, and Contractor must make all arrangements with the owners of the utility regarding such work. Any cost of such work for Contractor’s own convenience must be included in the unit prices or included in the lump sum amounts proposed for the various Contract items. (6) By Contractor or by Others – Unknown Utilities Disclosed During the Work In the event that a utility is disclosed subsequent to the award of the Contract, such utility not being indicated on the drawings, the alteration, relocation, or proper support and protection must be done and paid for as follows: A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-29 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 (a) When said utility is found to occupy space required to be occupied by a part of the permanent works to be constructed under the Contract, or when said utility is more or less parallel with the conduit and, in the case of pipe conduit, found to be within vertical planes of each side of the pipe a distance away from the pipe equal to ten inches (10”) for pipe ninety-six inches (96”) or less in diameter and equal to twelve inches (12”) for pipe greater than ninety-six inches (96”) in diameter or to be within the specified excavation pay lines (when such are specified or shown on the drawings), City will arrange for the relocation or alteration of said utility or require Contractor to do the same as Extra Work. However, when said utility is found to cross the excavation laterally, but not to intercept the permanent works to be constructed, then Contractor will be required to maintain the utility in place at its own expense. (b) When said utility is more or less parallel with and any portion of it does not lie within the vertical planes specified hereinabove (for pipe conduit) or does not lie within the excavation pay lines (when such are specified or shown on the drawings), Contractor must advise the City thereof, and in cooperation with the City, provide and place the necessary support for proper protection to insure continuous and safe operation of the utility structure. All costs for such work must be borne by Contractor, unless it is ascertained by the City that the utility’s franchise is such as to require the utility to bear such costs, in which case, it will be Contractor’s responsibility to secure enforcement of said franchise if it so desires. (7) Responsibility of Contractor Contractor is responsible for all costs for the repair of any and all damage to the Work or to any utility (whether previously known or disclosed during the work), as may be caused by Contractor’s operations. Contractor must maintain in place all utilities not shown on the drawings to be relocated or altered by others. Contractor must maintain in their relocated positions utilities which are relocated by others to avoid interference with structures and which cross the Project work. At the completion of the Work, Contractor must leave all utilities and appurtenances in a condition satisfactory to the owners and the City. (8) Delays Caused by Failure to Relocate Utilities (a) Where parties other than Contractor are responsible for the relocation of utilities in accordance with these Plans and Specifications, and a delay in the Contractor’s work is caused by the failure on the part of said parties to remove or relocate such utilities in time to prevent such delay, Contractor will not be entitled, as a result of such delay, or to damages or additional payments over and above the Contract price. In the event of such delays, Contractor will be entitled to an extension of time. The City will determine the length of such extension with consideration as to the effect of the delay on the Project as a whole. (b) To minimize delays caused by the failure of other parties to relocate utilities which interfere with construction work, Contractor, upon request to the City, may be permitted to temporarily omit that portion of work affected by the utility. Contractor must construct the portion thus omitted immediately following the relocation of the utility involved. Should the omitted portion of the work consist of concrete pipe, Contractor may complete said portion by constr ucting a field joint. (c) Unless otherwise specified, where sewers, drainage water, gas or any other conduits and related structures and appurtenances which have been abandoned or which are to be abandoned as a result of the construction of this Project are found to interfere with A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-30 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 construction, the interfering portions will be removed and the remaining exposed portions sealed with either a wall of concrete not less than six inches (6”) thick. All salvable castings or steel parts which interfere with construction must be removed, and Contractor must contact the owners and, if required, must deliver such materials f.o.b. to the owner’s trucks at the site of the work; otherwise, such material will become Contractor’s property to be disposed of away from the site of work. (d) The cost of all such work must be included in the prices proposed for the various items of work, unless it is ascertained that the franchise of the former owner is such as to require it to bear such costs, in which event, it will be Contractor’s responsibility to secure enforcement of said franchise if it so desires. 7.24 IN-USE OFF ROAD DIESEL-FUELED FLEETS REGULATION Attention is directed to provisions of the California Code of Regulations Sections 2449, 2449.1, and 2449.2, Title 13, relating to In-Use Off-Road Diesel-Fueled Fleets (Regulation), issued by the California Air Resources Board (CARB). Contractor warrants that it shall be knowledgeable of and comply with the Regulation, including without limitation the matters contained in this Section, at all times prior to and during its work on the Project. The Regulation shall control in the event of any conflict between this Section and the Regulation. A. Contracting Requirements. (a) If the Project involves the use of vehicles subject to the Regulation, Contractor must obtain copies of the valid Certificates of Reported Compliance, as described in Regulation section 2449(n), for the fleet selected for the Contract and its listed subcontractors, if applicable, prior to entering into a new or renewed contract with that fleet. (b) Contractor shall not enter into a contract with a fleet for which it does not have a valid Certificate of Reported Compliance for the fleet and Contractor’s listed Subcontractors, if applicable, prior to entering into a new or renewed contract with that fleet. (c) The Certificates of Reported Compliance received by the Contractor for the Project must be retained for three years after the Project’s completion. Upon request by CARB, these records must be provided to CARB within five business days of the request. (d) If the Project is considered to be an emergency operation, as defined in Regulation section 2449(c)(18), it is exempt from the requirements in Regulation section 2449(i)(1)-(3). Nevertheless, Contractor must still retain records verifying vehicles subject to the Regulation that are operating on the emergency operations project are actually being operated on the project for emergency operations only. These records must include a description of the emergency, the address or a description of the specific location of the emergency, the dates on which the emergency operations were performed, and an attestation by the fleet that the vehicles are operated on the project for emergency operations only. B. Other Contractor Requirements. (a) Between March 1 and June 1 of each year, Contractor must collect new valid Certificates of Reported Compliance for the current compliance year, as defined in Regulation section 2449(n), from all fleets that have an ongoing contract with the Contractor as of March 1 of that year. Contractor must not write contracts to evade this requirement. (b) Contractor shall only allow fleets with valid Certificates of Reported A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-31 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 Compliance on Contractor’s job sites. (c) If Contractor discovers that any fleet intending to operate vehicles subject to the Regulation for Contractor does not have a valid Certificate of Reported Compliance, as defined in Regulation section 2449(n), or if Contractor observes any noncompliant vehicles subject to the Regulation on Contractor’s job site, then Contractor must report the required information to CARB when as provided and within the time period contained in in the Regulation (d) Upon request by CARB, Contractor must immediately disclose to CARB the name and contact information of each responsible party for all vehicles subject to the Regulation operating at the job site or for Contractor. (e) If applicable, Contractor shall prominently display signage for any project where vehicles subject to the Regulation as provided and within the time period contained in in the Regulation. A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-32 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 SECTION 8 PROSECUTIONS AND PROGRESS 8.1 SUBCONTRACTS Contractor may sublet the Contract work only in accordance with the provisions of these Specifications and with the consent of City. Contractor will be responsible as the prime contractor to ensure that its subcontractors and material suppliers conform to all the provisions of these Specifications. If Contractor, after complying with these conditions, must sublet any portion of the proposed work to a subcontractor, Contractor will remain directly responsible to City for all work being performed by it or by any subcontractor under it, and all obligations imposed upon Contractor in the original Contract will be equally binding upon any subcontractor. City will deal directly with and make all payment to Contractor and will have no obligation at any time to pay a subcontractor for any work done. Contractor understands and acknowledges that the Subletting and Subcontracting Fair Practices Act (as set forth in the California Public Contracts Code) applies to this Contract, and Contractor agrees to comply with the terms of that Act. 8.2 ASSIGNMENT Contractor may not assign the Contract or sublet it as a whole without the written consent of City. Contractor may not assign or permit the assignment of or any lien on any money due or to become due to it hereunder without the written consent of the City. 8.3 PROGRESS OF THE WORK A. Time is of the essence in this Contract. Unless otherwise provided in the Special Provisions, Contractor must begin work not later than fifteen (15) calendar days after the date of the Notice to Proceed, and Contractor shall prosecute the work with due diligence so as to complete the work within the time specified in the Special Provisions or within such extension of time as may be granted. B. Should Contractor begin work in advance of receiving notice that the Contract has been approved as above provided, any work perfor med in advance of said date of approval will be considered as having been done by Contractor at its own risk and as a volunteer, unless the Contract is so approved. 8.4 CHARACTER OF WORK ERS A. Contractor will only employ skilled foremen and workers on work requiring special qualifications. When required by the Engineer, Contractor shall discharge from the Work any employee − whether employed by Contractor or any subcontractor − who is incompetent, disorderly, abusive, dangerous, insubordinate, or who in any way attempts to interfere with City employees in the inspection and supervision of the work and shall not employ them again without the consent of the City Engineer. B. Any representative of Contractor who is proven to have deliberately given false information about the performance of any part of the work shall be discharged if so ordered by the City Engineer. 8.5 TEMPORARY SUSPENSION OF WORK The City Engineer may order Contractor to suspend work when, in his/her opinion, the A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-33 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 conditions are such as to prevent the work being properly carried out. Such conditions may include war, government regulations, labor disputes, strikes, fire, floods, adverse weather or elements, inability to obtain material, labor or equipment, required Extra Work, or other specific conditions or events as may be further described in the Specifications. When delay is caused by such an order, an extension of time may be granted when the conditions, in the opinion of the City Engineer, could not have reasonably been foreseen. Under no circumstances will Contractor be excused from performance or entitled to any extra compensation or reimbursement because of any such suspension. 8.6 TIME OF ESSENCE, LIQUIDATED DAMAGES, EXTENSION OF TIME BY CITY A. Time is of the essence, and the parties acknowledge and agree that, (1) if all the Work called for under the Contract in all parts and requirements is not finished or completed by the date set forth in the Special Provisions, (2) circumstances and conditions as reflected by records of the City are such that material damage will be sustained by the City, and (3) it is and will be impracticable and extremely difficult to ascertain and determine the actual damage which City will sustain by reason of such delay, Contractor will pay to City the sum stated in the Special Provisions per day for each and every calendar days’ delay in finishing the work beyond the date prescribed; and Contractor agrees to pay said liquidated damages as herein provided. In case the same are not paid, Contractor agrees that the City may deduct the amount thereof from any monies due or that may become due to Contractor under the Contract. B. It is further agreed that, in case the work called for under the Contract is not finished and completed in all parts and requirements by the date specified, City shall have the right to extend the time of completion or not, as may be deemed to best serve the interest of the City. If City decides to extend said time, City has the right to charge Contractor, its heirs, assigns or sureties and to deduct from the final payment for the work all or any part, as may be deemed proper, the actual cost of engineering, inspection, superintendence, and other overhead expenses directly chargeable to Contractor and which accrue during the period of such extension, except that the cost of final surveys and preparation of a final estimate will not be included in such charges. C. The time of completion will be extended, and Contractor will not be assessed with liquidated damages during any delay beyond the day named for completion of the work caused by Acts of God or acts of a public enemy, fires, floods, epidemics, quarantine restrictions, strikes, and freight embargoes or delay of subcontractors due to such causes, provided Contractor must notify the Engineer in writing of any cause or causes of such delay within ten (10) days from the beginning of any such delay and must include in each monthly pay request the number of days of such delay that occurred in said pay period. Subject to entry of a judgment of a court of competent jurisdiction contrary to the decision of the Engineer’s determination of the facts and cause of such delay, the Engineer’s determination of what constitutes a reasonable extension of time for completion will be final and conclusive. Failure to give notice of cause for such a time delay and failure of inclusion of the Contractor’s request for an extension in the monthly pay request will be deemed a waiver of any right to an extension of time for such cause, subject only to impossibility of compromise therewith by Contractor. D. Under no circumstances will Contractor be excused from performance or entitled to any extra compensation or reimbursement because of any delay occasioned by, or in any way arising out of, any Acts of God or acts of a public enemy, fires, floods, epidemics, quarantine restrictions, A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-34 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 strikes, and freight embargoes or delay of subcontractors due to such causes. 8.7 DEFAULT BY CONTRACTOR A. If Contractor fails to begin delivery of material and equipment, to commence the Work within the time specified, to maintain the rate of delivery of material, to execute the Work in the manner and at such locations as specified, or to maintain the work schedule that will ensure the City’s interest, or, if Contractor fails to carry out the intent of the Contract, City may serve written notice upon Contractor and the surety on its Performance Bond demanding satisfactory compliance with the Contract. B. The Contract may be canceled by the City without liability for damage, when in City’s opinion Contractor is not complying in good faith, has become insolvent, or has assigned or subcontracted any part of the work without the City’s consent. In the event of such cancellation, Contractor will be paid the actual amount due based on Contract unit prices or the lump sums proposal and the quantity of the work completed at the time of cancellation, less damages caused to City by Contractor’s acts. Contractor, in having tendered a Proposal, will be deemed to have waived any and all claims for damages because of cancellation of the Contract for any such reason. If City declares the Contract canceled for any of the above reasons, City will serve written notice to that effect upon the surety. The surety must, within five (5) days, assume control and perform the work as successor to the Contractor. C. If the surety assumes any part of the Work, it must take Contractor’s place in all respects for that part, and City will pay the surety for all work performed by it in accordance with the Contract. If the surety assumes the entire Contract, all money due to Contractor at the time of its default will be paid to the surety as the work progresses, subject to the terms of the Contract. D. If the surety does not assume control and perform the work within five (5) days after receiving notice of cancellation, or fails to continue to comply, City may exclude the surety from the premises. City may then take possession of all material and equipment and complete the work by using City forces, by letting the unfinished work to another contractor, or by a combination of such methods. In that event, the cost of completing the Work will be charged against the Contractor and its surety and may be deducted from any money due or becoming due from the City. If the sums due under the Contract are insufficient for completion, the Contractor or surety must pay to City all costs in excess of the sums due within five (5) days after the Notice of Completion resolution. E. The remedies available to City under this subsection are cumulative and in addition to all other rights and remedies available to City under the law. 8.8 WORK AT NIGHT – Not Applicable 8.9 MAXIMUM LENGTH OF OPEN TRENCH A. Except by special permission of the Engineer, the maximum length of any open trench where prefabricated pipe is used must not be greater than five hundred feet (500’), or the distance necessary to accommodate the amount of pipe installed in a single day, whichever is greater. The distance is measured as the collective length, including excavation, construction, pipe laying, backfilling, and compaction at any one location. B. Except by special permission of the Engineer, the maximum length of open trench A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-35 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 in any one location where concrete structures are poured in place will be that which is necessary to permit the uninterrupted progress of construction of the concrete structure, with construction pursued as follows: excavation, setting of reinforcing steel, pouring of floor slab, walls, and cover slab or arch are to follow each other without any one of these operations preceding the next nearest operation by more than two hundred feet (200’). C. Except by special permission of the Engineer, the maximum length of open trench in any one location where prefabricated concrete box conduit is used will be that which is necessary to permit the uninterrupted progress of construction of the concrete structure with construction pursued as follows: excavation, setting of reinforcing steel, pouring of floor slab, erection of side walls, erection of cover slab, and pouring of filler spaces are to follow each other without any one of these operations preceding the next nearest operation by more than two hundred feet (200’). 8.10 LIMITED ACCEPTANCE OF WORK At any time during the progress of the Work, City may, upon written notice to Contractor, take over and utilize the whole or any part of the work, or appurtenance thereto, which has been completed, giving, if desired, permits to utilize the same. Such use by City will constitute a limited acceptance of that part of the work so taken over and utilized which will relieve Contractor and its sureties from responsibility for any damage to, or defect in, that part of the work not inherent in its construction which may be caused by the use of such part by City or by property owners under its permits. A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-36 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 SECTION 9 MEASUREMENT AND PAYMENT 9.1 MEASUREMENT FOR PAYMENT A. Measurement and calculations of quantities for payment will be as hereinafter specified for the particular material to be furnished or class of work to be performed, unless otherwise specified in the Special Provisions. B. Unit prices or lump sum amounts proposals shall include full compensation for furnishing all labor, materials, tools, and equipment and doing all work shown on the Plans or stipulated in the Specifications for that particular item of work, unless otherwise specified in the Special Provisions. C. When payment is specified to be made on the basis of weight, the weighing shall be done on certified platform scales, and Contractor must furnish the Engineer with the duplicate Certified Weighmaster’s Certificate(s) showing the actual net weights. When weighing is done on certified scales at a mixing plant, duplicate weight delivery tickets will be accepted. One ticket must be furnished to the inspector at the plant and one ticket to the Engineer at the site of work. City will accept the certificates as evidence of the weight delivered. 9.2 SCOPE OF PAYMENT Contractor hereby accepts the compensation as herein provided, in full payment for furnishing all materials, labor, tools, and equipment necessary to complete the Work and for performing all Work contemplated by the Contract; also for loss or damage arising from the nature of the Work, or from the action of the elements, except as provided above or from any unforeseen difficulties that may be encountered during the prosecution of the work until acceptance of the completed Work; also for all expenses incurred in consequence of the suspension or discontinuance of the work as herein specified; and for completing the work according to the Plans and Specifications. Neither the payment of any estimate nor of any retained percentage relieves Contractor of any obligation to make good any defective work or material. 9.3 DEDUCTIONS FROM PAYMENTS City may, at its option and at any time, retain out of any amounts due to Contractor sums sufficient to cover any unpaid claims, provided that sworn statements of said claims must have been filed with the City. 9.4 SCHEDULE OF VALUES A. Prior to Contractor’s application for the first progress payment, Contractor must submit a detailed breakdown of its bid by scheduled Work items and/or activities, including coordination responsibilities and Project record document responsibilities. Where more than one subcontractor comprises the work of a work item or activity, the Schedule of Values must show a separate line item for each subcontract. Contractor must furnish such breakdown, of the total Contract sum, by assigning dollar values (cost estimates) to each applicable progress schedule network activity, which cumulative sum equals the total Contract sum. The format and detail of the breakdown must be as directed by City to facilitate and clarify future progress payments to Contractor for direct work under the Contract Documents. This breakdown will be referred to as the “Schedule of Values.” A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-37 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 B. Contractor’s overhead, profit, insurance, cost of bonds and/or other financing, as well as “general conditions costs,” (e.g., site cleanup and maintenance, temporary roads and access, off-site access roads, temporary power and lighting, security and the like), must be prorated through all activities so that the sum of all the Schedule of Values line items equals Contractor’s total Contract sum. C. City will review the breakdown in conjunction with the progress schedule to ensure that the dollar amounts of this Schedule of Values are, in fact, fair-market cost allocations for the Work items listed. Upon City’s favorable review, City will accept this Schedule of Values for use. City will be the sole judge of fair-market cost allocations. D. City will reject any attempt to increase the cost of early activities (i.e., “front loading”) which will result in a complete reallocation of monies until such front loading is corrected. Repeated attempts at front loading may result in suspension or termination of the Work or refusal to process progress payments, until such time as the Schedule of Values is acceptable to City. 9.5 PAYMENTS AND MONTHLY ESTIMATES A. The City Engineer will, after the award of Contract, establish a monthly payment closure date. This date will serve to close each working month for which a monthly payment is payable during the life of the Contract. Contractor will, within five (5) days after the established monthly payment closure date each month in which work is being performed, make and deliver to the City two signed copies of monthly Contract payment applications stating the amount or percentage of work completed according to the Contract, as of the closure date established, estimated on the basis of the unit or lump-sum Contract prices. No allowance will be made for materials and equipment not incorporated into the work. City will independently verify Contractor’s monthly payment application and create a monthly progress payment request. City’s determinations of the amounts or percentages of work completed are final. B. Except as otherwise provided in a labor compliance program applicable to the Work or as otherwise required by City, concurrently with each application for payment, Contractor shall submit to City Contractor’s and its subcontractors’ certified payrol l records required to be maintained pursuant to Labor Code Section 1776 for all labor performed during the pay periods ending in the period covered by the application for payment C. City will prepare a warrant in an amount sufficient with all previous payments to make the aggregate ninety -five percent (95%) of the amount earned as certified, provided, however, that City, at any time after fifty percent (50%) of the Work has been completed may make any of the remaining partial payments in full, less authorized deductions, if it finds that satisfactory progress is being made. D. The partial payments made as the work progresses will be payments on account and will in no way be considered as an acceptance of any part of the Work or materials, nor will they govern the final estimate. Extra Work will be paid for as specified in Section 4.6. Payments for unit price items will be made upon the basis of the unit prices proposal and the quantities of work done, calculated as hereinafter specified, for each particular item of work. However, where several types of work are included in a unit price item, City will make partial payment for the portions of such work as are completed at the time of making the monthly estimates. City will pay all monies due to Contractor under the Contract on demand, prepared and approved as required by law. It is further A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-38 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 understood that any delay in the preparation, approval and payment of these demands will not constitute a breach of Contract on the part of City. E. Payments for lump sum items will be based upon the lump-sum proposal and City’s estimate as to the percentage of completion. 9.6 PAYMENT FOR EXTRA WORK A. Payment for Extra Work will be made as provided by Section 4.6. Where payment is to be made on a force account basis, Contractor and the City’s representative will compare records of Extra Work Contractor performed on a force account basis at the end of each day. City’s representative will make copies of these records in duplicate and must be signed by both the inspector and Contractor’s representative, one copy for Contractor and one copy for the City. Bills for Extra Work must be signed by Contractor and submitted to the City. B. Each month, Contractor will include in the monthly payment application an estimate of the amount or cost of Extra Work performed as included in approved Contract change orders. Contractor will submit, at the same time it returns the signed monthly payment application, a complete itemized statement of claim for all costs of Extra Work performed. Failure to include such a statement or claim for Extra Work for the pay period, or failure to deliver a complete statement for Extra Work in excess of that estimated by the City Engineer, will constitute a waiver on the part of Contractor to any claim for payment for Extra Work not therein included. C, Method of payment for Extra Work approved as specified in Section 4 under unit price or lump sum amounts or at stipulated prices must be the same as that for Contract items as set forth in this Section. D. Payment for Extra Work by Contractor’s force account must be made in the following manner: Upon verification by the Engineer of Contractor’s statement for force-account work, a claim will be prepared upon the proper claims form for approval of the City Engineer and presentation to the City Manager or Assistant City Manager, for his/her approval and direction. 9.7 FINAL PAYMENT A. Upon Contractor’s completion and City’s acceptance of the Work, and at least thirty-five (35) days after the date of recordation of the Notice of Completion, the City Engineer will present Contractor’s claim for the balance of the total Contract price, less any sums which may lawfully be retained under the Contract. B. Unless qualified by Contractor under the procedure established in Section 9.5 hereof, the final progress payment request of the City Engineer shall be taken as conclusive evidence of the amount of work done under the Contract. If Contractor qualified its acceptance of the final progress payment and the parties fail to agree prior to the termination of the thirty-five- (35-) day period after recordation of Notice of Completion, the final payment shall not be delayed and shall be made in accordance with the City Engineer’s determination, subject to further claim of Contractor and compliance by City with any applicable court order. A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-39 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 SECTION 10 CLAIMS BY CONTRACTOR 10.1 OBLIGATION TO FILE CLAIMS FOR DISPUTED WORK A. Should it appear to Contractor that (1) the Work to be performed or any of the matters relative to the Contract Documents are not satisfactorily detailed or explained therein, (2) should any questions arise as to the meaning or intent of the Contract Documents, or (3) should any dispute arise regarding the true value of any work performed, work omitted, or Extra Work that Contractor may be required to perform, time extensions, payments to Contractor during performance of this Contract, performance of the Contract, and/or compliance with Contract procedures, or (4) should Contractor otherwise seek extra time or compensation FOR ANY REASON WHATSOEVER, then Contractor shall first follow all other procedures set forth in the Contract Documents and Standard Specifications. If a dispute remains, then Contractor shall give written notice to City that expressly invokes this Section 10. City shall decide the issue in writing within fifteen (15) days; and City’s written decision shall be final and conclusive. If Contractor disagrees with City’s decision, or if Contractor contends that City failed to provide a decision timely, then Contractor’s SOLE AND EXCLUSIVE REMEDY is to promptly file a written claim setting forth Contractor’s position as required herein (“Claim”). B. Contractor shall present as its Claims all subcontractor, sub-subcontractor and supplier claims of any type, and prove them under the terms of the Contract Documents. City shall not be directly liable to any subcontractor, supplier, or any other person or organization, or to any surety for or employee or agent of any of them, for damages or extra costs of any type arising out of or resulting from the Project. 10.2 FORM AND CONTENTS OF CLAIM A. Contractor’s written Claim shall be submitted via registered mail or certified mail with return receipt requested, identify itself as a “Claim” under this Section 10, and include the following: (i) a narrative of pertinent events; (ii) citation to contract provisions; (iii) theory of entitlement; (iv) complete pricing of all cost impacts; (v) a time impact analysis of all time delays that shows actual time impact on the critical path; (vi) reasonable documentation supporting items (i) through (v); and (vii) a verification under penalty of perjury of the Claim’s accuracy. The Claim shall be submitted to City within thirty (30) calendar days of receiving City’s written decision, or the date Contractor contends such decision was due, shall be priced like a change order, and must be updated monthly as to cost and entitlement if it is a continuing claim. Routine contract materials, for example, correspondence, RFI, change order requests, or payment requests shall not constitute a Claim. Contractor shall bear all costs incurred in the preparation and submission of a Claim. B. Upon receipt of a Claim, City shall conduct a reasonable review of the Claim. Within forty-five (45) days, or such extended period as City and Contractor may agree, City shall provide Contractor with a written statement identifying what portion of the Claim is disputed and what portion is undisputed. C. If City’s governing body must approve City’s response to the Claim and the governing body has not met within the forty-five- (45-) day (or extended) period, then City shall provide its written statement within three (3) days of the governing body’s meeting. A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-40 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 D. City shall pay the undisputed portions of the Claim within sixty (60) days of the issuance of a written statement identifying an undisputed portion. E. Claims must be submitted on or before the day of final payment. Claims not submitted before final payment are deemed waived. F. Notwithstanding and pending the resolution of any Claim or dispute, Contractor shall diligently prosecute the disputed work to final completion in accordance with City’s determination. 10.3 INFORMAL CONFERENCE AFTER CLAIM SUBMISSION A. If Contractor disputes City’s response to its Claim, including a failure to respond, it may submit via registered mail or certified mail, return receipt requested, a written demand for an informal conference to meet and confer for settlement of the issues in dispute. City shall schedule such a meet-and-confer conference within thirty (30) days for settlement of the dispute. B. Within ten (10) days of the meet-and-confer conference, City shall provide Contractor with a written statement identifying the portion of the Claim that remains in dispute and the portion that is undisputed. C. City shall pay the undisputed portions of the Claim within sixty (60) days of the issuance of a written statement identifying an undisputed portion. 10.4 MEDIATION A. If the Contractor disputes City’s statement provided under Paragraph 10.3(B), it shall lodge with the City Clerk a written objection to the City’s written statement within three (3) days of the date on the City’s statement of dispute. The parties shall then mutually agree to a mediator within ten (10) business days of the date of the City’s written statement. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. B. Mediation shall be confidential and non-binding. Unless otherwise agreed, by the parties or as provided in this Paragraph 10.4, the mediation shall be pursuant to the construction mediation procedures of JAMS and held at the JAMS office closest to the Project site. C. The cost of mediation shall be equally shared by all parties to the mediation. The parties shall, prior to the commencement of mediation upon notice of the other party, exchange relevant, non-privileged Project documents in compliance with Code of Civil Procedure Sections 2031.010, et seq. The parties may agree mutually to engage in additional discovery prior to mediation. Should the parties proceed with additional discovery, they shall, unless mutually agreed otherwise, comply with Code of Civil Procedure Sections 2019.010, et. seq. The mediator(s) will undertake to resolve any discovery disputes relating to the mediation. D. For Claims under three hundred seventy-five thousand dollars ($375,000), unless the parties agree otherwise in writing, mediation pursuant to this Paragraph 10.4 shall excuse the mediation obligation under Public Contract Code Section 20104.4(a). A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-41 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 E. If mediation is unsuccessful, the parts of the Claim remaining in dispute shall be resolved as otherwise provided by the Contract and applicable law. F. Following receipt of a Claim, the parties may mutually agree, in writing, to waive the mediation requirements of this Paragraph 10.4 and proceed to the commencement of a civil action. G. All statutes of limitation shall be tolled from the date of the demand for mediation until a date two (2) weeks following the mediation’s conclusion. 10.5 OTHER MATTERS A. The provisions of this Section 10 constitute a non-judicial claim settlement procedure that, pursuant to Government Code Section 930.2, shall constitute a condition precedent to submission of a valid Government Code claim. Contractor shall bear all costs incurred in the preparation, submission and administration of a claim. Any Government Code claims presented must affirmatively indicate Contractor’s prior compliance with the claims procedure herein and the previous dispositions under Paragraphs 10.3 and 10.4 above of the claims asserted. No suit may be brought against City arising out of or in connection with the Project unless and until Contractor presents to City a statutory Government Code claim, in accordance with Government Code Sections 910, et seq. Pursuant to Government Code Section 930.2, the one- (1-) year period in Government Code Section 911.2 shall be reduced to one hundred and fifty (150) days from either accrual of the cause of action, substantial completion, or termination of the contract, whichever occurs first; in all other respects, the Government Code shall apply unchanged. B. Failure to submit and administer claims as required in this Section 10 shall waive Contractor’s right to claim on any specific issues not included in a timely submitted claim. Claim(s) or issue(s) not raised in a timely protest and timely claim submitted under this Section 10 may not be asserted in any subsequent litigation, Government Code claim, or legal action. C Contractor shall submit subcontractor claims in the same manner as other Claims. In the event a subcontractor (on behalf of the subcontractor or a lower-tier subcontractor) requests in writing that Contractor present a Claim to the City and furnishes reasonable documentation supporting the Claim, Contractor shall, within forty-five (45) days of receipt of the written request, notify the subcontractor in writing as to whether the Contractor presented the claim to City and, if the Contractor did not present the Claim, provide the subcontractor with a statement of the reasons for not doing so. D. All waivers or modifications of this Section 10 may only be made in a writing signed by City and Contractor and approved as to form by legal counsel for both; oral or implied modifications shall be ineffective. E. Any failure by City to respond within any time frame contained in Paragraphs 10.2 through 10.5 of this Section shall result in the Claim being deemed rejected in its entirety. No failure to meet a time requirement shall constitute an adverse finding with regards to the merits of the Claim or the responsibility or qualifications of the Contractor. A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-42 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 10.6 COMPLIANCE WITH STATUTORY PROCEDURES The foregoing provisions of Paragraphs 10.2 through 10.5 are intended to comply with Public Contract Code Section 9204 and, to the extent applicable, Public Contract Code Section 20104, et seq. In the event of any conflict between these provisions and the Public Contract Code, the applicable Public Contract Code provision will apply. A&B Neighborhood Pavement Maintenance Project Part 3: Standard Specifications Rohnert Park City Project No. CIP2205 Page 3-43 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 PART 4 – TECHNICAL SPECIFICATIONS 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-2 TECHNICAL SPECIFICATIONS for 2021-2022 PAVEMENT MAINTENANCE PROJECT RP# 2022-05 MARCH 2025 Pr epared By: ____________________________________ ____________________ Heidi E. Utterback, RCE 53723 Date Exp. 06/30/25 1400 Neotomas Avenue Santa Rosa, CA 95405 (707) 571-8005 03/17/25 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-3 TABLE OF CONTENTS 12-1 GENERAL ................................................................................................................................4-5 12-1.01 Description of Work .......................................................................................... 4-5 12-1.02 Construction Limitations .................................................................................. 4-5 12-1.03 Hours of Work .................................................................................................... 4-6 12-1.04 Access ................................................................................................................... 4-6 12-1.05 Public Convenience, Safety and Health ........................................................ 4-7 12-1.06 Protection of Existing Facilities and Property .............................................. 4-8 12-1.07 Public & Emergency Services Notification ................................................... 4-9 12-1.08 Quality Control ................................................................................................. 4-10 12-1.09 Storm Water Pollution Prevention ............................................................... 4-11 12-1.10 Temporary Erosion Control ........................................................................... 4-12 12-1.11 Construction Area Signs ................................................................................. 4-13 12-1.12 Traffic Control System .................................................................................... 4-13 12-1.13 Construction Staking ....................................................................................... 4-15 12-1.14 Tests and Inspection ........................................................................................ 4-15 12-1.15 Project Identification Sign ............................................................................. 4-15 12-1.16 Mobilization and Demobilization ................................................................ 4-16 12-2 EXISTING FACILITIES ........................................................................................................4-18 12-2.01 Existing Facilities ............................................................................................. 4-18 12-2.02 Removal of Miscellaneous Items .................................................................. 4-18 12-2.03 Sawcut Pavement ............................................................................................. 4-18 12-2.04 Remove Concrete.............................................................................................. 4-18 12-2.05 Remove Asphalt Concrete .............................................................................. 4-18 12-2.06 Remove and Replace Sewer Manhole Grade Rings, Frame and Cover . 4-19 12-2.07 Adjust Fire Hydrant and Water Valve to Grade ........................................ 4-23 12-2.08 Measurement and Payment ............................................................................ 4-23 12-3 STREET SWEEPING / PAVEMENT PREPARATION ........................................................4-25 12-3.01 Description .......................................................................................................... 4-25 12-3.02 Payment ............................................................................................................... 4-25 12-4 CRACK SEALING .................................................................................................................4-26 12-4.01 Crack Sealing ...................................................................................................... 4-26 12-4.02 Materials .............................................................................................................. 4-26 12-4.03 Preparation .......................................................................................................... 4-26 12-4.04 Sealing ................................................................................................................. 4-27 12-4.05 Measurement and Payment ............................................................................. 4-28 12-5 DIGOUT REPAIR ...................................................................................................................4-29 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-4 12-5.01 Description: ......................................................................................................... 4-29 12-5.02 Disposal: .............................................................................................................. 4-29 12-5.03 Measurement and Payment: ............................................................................ 4-29 12-6 ASPHALT CONCRETE .........................................................................................................4-30 12-6.01 Description: ......................................................................................................... 4-30 12-6.02 Measurement and Payment: ............................................................................ 4-31 12-7 SLURRY SEAL ......................................................................................................................4-32 12-7.01 Description: ....................................................................................................... 4-32 12-7.02 Quality Control and Acceptance ................................................................... 4-32 12-7.03 Calibration and Demonstration of Spreading Equipment: ..................... 4-32 12-7.04 Construction ...................................................................................................... 4-32 12-7.05 Post Sweeping: .................................................................................................. 4-33 12-7.06 Measurement and Payment: ........................................................................... 4-33 12-8 CONCRETE CURBS, SIDEWALKS and DRIVEWAYS .....................................................4-34 12-8.01 Description: ....................................................................................................... 4-34 12-8.02 Disposal: ............................................................................................................ 4-34 12-8.03 Measurement and Payment: ........................................................................... 4-34 12-9 TRAFFIC STRIPING AND MARKINGs ..............................................................................4-36 12-9.01 Description: ....................................................................................................... 4-36 12-9.02 Measurement and Payment: ........................................................................... 4-36 12-10 PAVEMENT MARKERS .....................................................................................................4-38 12-10.01 Description ...................................................................................................... 4-38 12-10.02 Measurement and Payment .......................................................................... 4-39 12-11 FINAL CLEANUP ................................................................................................................4-40 12-11.01 Description: ..................................................................................................... 4-40 12-11.02 Measurement and Payment: ......................................................................... 4-40 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-5 SECTION 12 TECHNICAL SPECIFICATIONS 12-1 GENERAL 12-1.01 DESCRIPTION OF WORK A. The work includes pavement rehabilitation on various streets in Rohnert Park, California. The work in general consists of crack sealing, slurry seal, weed/vegetation abatement in streets, digout repair, traffic striping and pavement markings, and such other items of work as are required to complete the project. B. The estimate of the quantities of work to be done is approximate only, being as a basis for the comparison of bids, 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 or any portion of the work as directed by the City. C. The work shall also include weekly construction progress meetings and schedule updates with City representatives, all submittals, public notifications, traffic controls, permits, site restorations and cleanup as may be required. Contractor shall furnish all labor, materials, equipment, and incidentals as necessary to complete the work in accordance with these Project Specifications, the General Specifications, Standard Specifications, Special Provisions, and all drawings and details as included with these contract documents. 12-1.02 CONSTRUCTION LIMITATIONS A. The Contractor is expected to conduct his operations in a manner which creates a minimum amount of damage to the natural vegetation and landscape. Ingress and egress to work areas shall be via existing public roads or easements. Care shall be exercised to avoid hazards that may cause injury to persons, animals or property either during working hours or after working hours, which includes dust control and temporary fencing as required. B. All public and private roads and driveways used during construction shall be restored to their pre-project condition or better. If necessary, the Contractor shall provide and place new surfacing. C. Contractor shall provide receptacles for construction residue including oil, cleaning fluids and litter. Such residues shall be disposed of in a proper manner. D. All construction activity, except for emergency situations, shall be confined to weekday daylight hours to minimize nuisance to local residences. Mufflers and/or baffles will be required on all construction equipment. E. Wherever in these Technical Specifications reference is made to “Standard Specifications”, it is referencing the 2023 State of California Department of Transportation (Caltrans) Standard Specifications unless otherwise specified. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-6 12-1.03 HOURS OF WORK A. The Contractor shall restrict their hours of work to 8:00 a.m. to 6:00 p.m. Monday through Friday, excluding City Holidays. Deviations from these hours may be requested and approved in writing by the City Engineer. List of City Holidays are as follows: 1. January 1st, known as New Year’s Day. 2. The third Monday in January, known as Martin Luther King Jr. Day. 3. The Friday before the third Monday in February. 4. The third Monday in February, known as Presidents’ Day. 5. July 19th, known as Juneteenth. 6. The last Monday in May, known as Memorial Day. 7. July 4th, known as Independence Day. 8. The first Monday in September, known as Labor Day. 9. September 9, known as Admission’s Day. 10. The second Monday in October, known as Columbus Day. 11. November 11, known as Veteran’s Day. 12. The fourth Thursday in November, known as Thanksgiving Day. 13. The day after Thanksgiving. 14. December 24th, known as Christmas Eve, beginning at 12:00 pm. 15. December 25th, known as Christmas Day. B. The Contractor shall indicate the need for non-normal work hours in the various schedules submitted during the progress of the Project. All requests for non-normal work hours shall be subject to the prior written approval of the City Engineer. Work outside of regular working hours without prior written approval of the City Engineer is prohibited. C. All costs of overtime inspection may be charged to the Contractor. Overtime inspection shall include inspection required during Saturdays, Sundays, and City Holidays. Such costs shall include but shall not necessarily be limited to inspection, general supervision, and other overhead expenses, which are directly chargeable to the overtime work. All such charges shall be deducted by the City from payments due the Contractor. D. Overtime work shall not entitle the Contractor to any compensation for any contract item in addition to that stipulated in the contract for the kind of work performed. In case of extra work ordered by the City, no additional payment shall be made to the Contractor because of the payment by him of overtime wage rates for such work, unless the use of overtime work in connection with such extra work is specifically ordered in writing by the City, and then only to such extent as extra payment is regularly being made by the Contractor to his personnel for overtime work of a similar nature in the same locality. 12-1.04 ACCESS A. The Contractor is directed to Chapter 6D, Pedestrian and Worker Safety, in the California Manual on Uniform Traffic Control Devices (CAMUTCD), the improvement plans, and these Technical Specifications. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-7 Pe destrians shall be provided with a safe, convenient and accessible path that, at a minimum, replicates the most desirable characteristics of the existing sidewalk, path or footpath. Pedestrian access to bus facilities shall be provided with a safe, convenient and accessible path. The Contractor shall construct and maintain temporary pedestrian pathways through the work zone, where required, that shall be in compliance with the requirements of the Americans with Disabilities Act (ADA) and the CAMUTCD. Pedestrian routes shall not be impacted for the purposes of any non-construction activities such as parking of vehicles or equipment, or stock piling of materials. Pedestrians shall not be led into conflicts with work site vehicles, equipment or operations. 12-1.05 PUBLIC CONVENIENCE, SAFETY AND HEALTH A. Prior to commencing work, the Contractor shall file with the City a list of personnel which may be called at any time in case of an emergency. Such list shall include the names, addresses and phone numbers of the job superintendent, foremen, subcontractors and their foremen. The Contractor shall amend or supplement said list as necessary. B. The Contractor shall conduct his operations as to offer the least possible obstruction and inconvenience to the public and he shall have under construction no greater length or amount of work than he can prosecute properly with due regard to the rights of the public. Unless otherwise provided in these specifications, all public traffic shall be permitted to pass through the work with as little inconvenience and delay as possible. C. The Contractor shall notify all emergency service providers in writing at least (48) hours in advance of any proposed construction activity that will involve roadway closures. D. The Contractor’s vehicles and equipment shall be equipped with appropriate exhaust and/or spark-arresting devices. Additionally, all vehicles and equipment used for construction shall be maintained in good mechanical condition with engine mufflers installed and operating properly. E. Spillage resulting from hauling operations along or across any public traveled way shall be removed immediately at the Contractor's expense. F. Construction operations shall be conducted in such a manner as to cause as little inconvenience as possible to abutting property owners. Safe, adequate, continuous and unobstructed pedestrian and vehicular access shall be maintained to residences, commercial establishments, bus stops, parking lots, etc. unless other arrangements satisfactory to the owners have been made. Vehicular access to residential driveways shall be maintained except when necessary construction precludes such access for reasonable periods of time. G. Whenever the Contractor's operations create a condition hazardous to traffic or to the public, he shall furnish at his expense such flagmen and guards as are necessary to give 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-8 adequate warning to the public of any dangerous conditions to be encountered and he shall erect and maintain signs and furnish, erect, and maintain such fences, barricades, lights, and other devices as are necessary to prevent accidents and avoid damage or injury to the public. Signs, lights, flags, and other warning and safety devices shall conform to the requirements set forth in the current CAMUTCD. H. No material or equipment shall be stored where it will interfere with the free and safe passage of public traffic. At the end of each day's work and at other times when construction operations are suspended for any reason, the Contractor shall remove all equipment, materials and other obstructions from that portion of the roadway open for use by public traffic. I. Full compensation for conforming to all of the provisions of this Section shall be considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed. 12-1.06 PROTECTION OF EXISTING FACILITIES AND PROPERTY A. There are a number of existing utilities in the area of work. Underground gas, telecommunications, electric, drain, sewer, irrigation, and water facilities are present in close proximity to the project site. The Contractor shall be responsible for establishing control to accurately locate all existing valve boxes, sanitary sewer manholes, sewer cleanouts, storm drain manholes, City monuments, and all other appurtenances within the project areas. Prior to beginning any excavation, the Contractor shall call 811 - Underground Service Alert (USA North) at least two (2) working days in advance, to arrange for utility location. Where potential conflict with existing underground utilities may constitute a safety hazard or interfere with the progress of work, such facilities shall be hand-excavated to determine their precise location. Contractor shall be liable for damages to all utilities whether so located and marked or not. It is not the intent of the Plans to show the exact location or extent of existing underground utilities or structures, and the Engineer assumes no responsibility, therefore. It is the Contractor’s responsibility to verify all existing utility locations and notify the Engineer in case of conflict. Any delays claimed by the Contractor as a direct result of the utility facilities not being rearranged as provided will not be recognized nor will any delays be considered right-of-way delays within the meaning of Section 8-1.07, “Delays,” of the Standard Specifications, except that any such delays will entitle the Contractor to an extension of time as provided in Section 8-1.10, “Liquidated Damages,” of the Standard Specifications. The Contractor shall immediately notify the Engineer of such delays. The Contractor will be required to work around public and private utility facilities and other improvements that are to remain in place within the construction area and he will be held liable to the owners of such facilities or interference with service resulting from his operations. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-9 B. Existing facilities shall not be intentionally disturbed and shall be supported and protected against injury and maintained in good operating conditions at the expense of the Contractor for the entire duration of the Contract. All facilities shall be repaired prior to application of the finish paved surface. C. Due care shall be exercised to avoid injury to existing improvements or facilities, adjacent property and roadside trees and shrubbery. The Contractor shall exercise care that tree roots are not cut carelessly or unnecessarily and that all cuts are cleanly made and coated with an approved preservative. The Contractor shall conform to the provisions of Section 5-1.36, "Property and Facility Preservation," of the Standard Specifications. D. Trees and shrubbery, fences, signs, survey markers and monuments, buildings and structures, conduits, pipe lines under or above ground, and any other improvements or facilities adjacent to the work shall be protected from injury or damage. The Contractor shall provide and install suitable safeguards to protect such objects from injury or damage. If such objects are injured or damaged by reason of the Contractor's operations, they shall be replaced or restored to a condition as good as when the Contractor entered upon the work and as described further herein. The cost of such replacement or restoration shall be borne by the Contractor under the contract. E. Trees shall not be removed unless so designated on the Drawings or as directed by the City Engineer or Arborist. Any damage to limbs, trunks or roots shall be repaired by a licensed tree service contractor. Damaged trees that cannot be adequately repaired shall be replaced at Contractor’s expense. F. The Contractor shall preserve and protect City survey monuments and benchmarks per State of California Business and Professions Code Section 8771. G. Signs, fences, and other improvements within the construction area shall be moved to temporary locations satisfactory to the responsible agency and replaced at the original location following the completion of construction. H. The Contractor shall cooperate with the various parties involved in the delivery of mail, the bussing of children to and from school, transit services, and the collection and removal of trash and garbage to maintain existing schedules for these services. I. Payment for such relocation and access shall be considered as included in the prices paid for the various contract items and no additional payment shall be made. All costs to the Contractor for protecting, removing, modifying, relocating and restoring existing improvements shall be considered as included in the contract prices paid for the various items of work, and no additional payment shall be made. 12-1.07 PUBLIC & EMERGENCY SERVICES NOTIFICATION A. The Contractor shall cooperate with, and advise as to the current schedule, the Rohnert Park Department of Public Safety (707-584-2600), and local ambulance services, forty-eight (48) hours in advance of the start of work on any street. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-10 B. No separate measurement or payment will be made for Public & Emergency Services Notifications. Full compensation for conforming to all of the provisions of this Section shall be considered as included in the contract price paid for Traffic Control System and no additional compensation will be allowed. 12-1.08 QUALITY CONTROL A. Site Investigation and Control: The Contractor shall verify all dimensions in the field and shall check all field conditions continuously during construction. The Contractor shall be solely responsible for any inaccuracies built into the work. B. Submittals: Submittals shall be submitted by the Contractor for review and approval by the City prior to delivery to the job site. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-11 C. Inspection Of The Work: 1. The work shall be subject to inspection by representatives of the City to assure strict compliance with the requirements of the Contract Documents. 2. The authorized representative of the Engineer on the project site shall be the Project Engineer acting directly and through various inspectors at the site. The presence of the Inspectors, however, shall not relieve the Contractor of the responsibility for the proper execution of the Work in accordance with all requirements of the Contract Documents. Compliance is distinctly a duty of the Contractor and said duty shall not be avoided by any act or omission on the part of the inspector(s). 3. All materials and articles furnished by the Contractor shall be subject to rigid inspection and no material or articles shall be used in the Work until it has been inspected and accepted by the Engineer or the City. 4. Testing and employment of a testing agency or laboratory shall not relieve the Contractor of the obligation to perform Work in accordance with requirement of Contract Documents. 5. Re-testing or re-inspection required because of non-conformance to specified requirements shall be performed by same independent firm on instructions by the Engineer. Payment for re-testing or re-inspection will be charged to the Contractor by deducting testing charges from the Contract Sum/Price. D. Defective Materials To Be Removed: All materials not conforming to the requirements of these Specifications shall be considered as defective; and all such materials, whether in place or not, shall be rejected and shall be removed immediately from the site of work at the Contractor’s expense. E. Quality Control Plan: The contractor shall develop and submit a quality control procedure for the project. Approval of the quality control plan by the Engineer does not relieve the contractor of responsibility for quality control or work methods. F. Payment: Full compensation for conforming to all of the provisions of this Section shall be considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed. 12-1.09 STORM WATER POLLUTION PREVENTION A. Attention is directed to the provisions in Section 13, "Water Pollution Control," of the Standard Specifications and these Technical Specifications. B. The Contractor shall exercise every reasonable precaution to protect streams, lakes, reservoirs, bays, and coastal waters from pollution with fuels, oils, bitumens, calcium chloride and other harmful materials and shall conduct and schedule his operations so as to avoid or minimize muddying and silting of said streams, lakes, reservoirs, bays and coastal 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-12 waters. Care shall be exercised to preserve roadside vegetation beyond the limits of construction. C. Water pollution control work is intended to provide prevention, control and abatement of water pollution to streams, waterways, and other bodies of water, and shall consist of constructing those facilities which may be shown on the plans, specified herein or in the special provisions, or directed by the Engineer. D. Before starting any work on the project, the Contractor shall submit, for acceptance by the Engineer, a program to control water pollution effectively during construction of the project. Such program shall show the schedule for the erosion control work included in the contract and for all water pollution control measures which the Contractor proposes to take in connection with construction of the project to minimize the effects of his operation upon adjacent streams and other bodies of water. The Contractor shall not perform any clearing and grubbing or earthwork on the project, other than that specifically authorized in writing by the Engineer, until such program has been accepted. E. The City Engineer will notify the Contractor of the acceptance or rejection of any submitted or revised water pollution control program not more than 5 working days. F. No separate measurement or payment shall be made for storm water pollution prevention. Full compensation for conforming to the requirements of this section shall be considered as included in the contract prices paid for the various contract items of work and no additional compensation will be allowed. 12-1.10 TEMPORARY EROSION CONTROL A. Temporary erosion control shall consist of, but not be limited to, constructing such facilities, and taking such measures as are necessary to prevent, control and abate water, mud, and erosion damage to public and private property as a result of the construction of this project. B. Conformance with the requirements of this section shall in no way relieve the Contractor from his responsibilities, as provided in Section 13-6, "Temporary Sediment Control," Section 5-1.36, "Property and Facility Preservation," and Section 5-1.39, "Damage Repair and Restoration," of the Standard Specifications. C. Temporary erosion control features as are necessary to prevent damage during the winter season shall be constructed and functioning. The Contractor shall construct such supplementary temporary erosion control facilities as are necessary to protect adjacent private and public property. D. Temporary erosion control measures shall conform to the current edition of Association of Bay Area Governments Manual of Standards for Erosion and Sediment Control Measures and includes, but not limited to the following: 1. The Contractor shall conduct his operations in such a manner that storm runoff will be contained within the project or channeled into the storm drain system which serves the 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-13 runoff area. Storm runoff from one area shall not be allowed to divert to another runoff area. 2. The roadway shall be kept swept, and spoils from grinding, sawcutting, trenching, etc. and silt, shall be removed daily or as often as needed to prevent spoils and silt from entering the storm drain system and roadside ditches. E. No separate measurement or payment shall be made for temporary erosion control. Full compensation for conforming to the requirements of this section shall be considered as included in the contract prices paid for the various contract items of work and no additional compensation will be allowed. 12-1.11 CONSTRUCTION AREA SIGNS A. Attention is directed to Sections 7-1.03 “Public Convenience,” 7-1.04 “Public Safety” and Section 12 “Temporary Traffic Control” of the Standard Specifications, insofar as they may apply, and the following special provisions. B. All traffic control devices are hereby revised to provide that all signs and other warning devices (including construction and warning signs placed beyond the limits of work), shall be provided by the Contractor, and shall remain his property after the completion of the contract. The applicable sections of Section 7-1.03 “Public Convenience” and Section 12- 1.04 “Payment” regarding flagging costs are further revised to provide that all flaggers shall be provided by the Contractor at his expense. Flaggers shall be properly equipped and trained in accordance with “Instructions to Flaggers,” published by the Department of Transportation. C. The Contractor shall refer to the current CAMUTCD, and the “Uniform Signs Chart,” issued by the California Department of Transportation, and shall furnish, erect, maintain and remove all necessary signs and devices during the length of this contract. D. Full compensation for furnishing all labor, materials, equipment, and or incidentals, and for doing all work involved including, but not limited to, erecting, maintaining and removing construction area signs shall be considered as included in the contract lump sum price for “Traffic Control System”. 12-1.12 TRAFFIC CONTROL SYSTEM A. Th e Contractor shall prepare and submit a Traffic Control Plan per Section 12 of the City Construction Specifications to the Engineer for review and approval at least two (2) calendar weeks prior to the planned beginning of the lane closures. The Traffic Control Plan shall depict the details of all proposed lane closures. B. For each lane closure, the Contractor shall submit a detailed drawing showing placement of delineators, barricades, construction signing, flagmen, etc. and shall indicate the reasons for each closure and the duration of each closure. C. Access for emergency vehicles shall be allowed whenever necessary. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-14 D. The Contractor shall make arrangements to keep the work area free of parked vehicles and shall cooperate fully with local authorities in maintaining traffic flows through the area. The Contractor shall notify the Rohnert Park Department of Public Safety directly for any vehicles that remain within the limits of that day’s operation for removal of vehicle. Seventy-two (72) hours prior to construction, the Contractor shall place barricades signed “NO PARKING –TOW AWAY – Specific Time and Date(s)” at 50-to-60-foot intervals in the work area. “NO PARKING” signs must also state “C.V.C. 22651 (L)”. See example below. “NO PARKING – TOW AWAY” signs shall be submitted for approval by the Engineer prior to their use. The Contractor shall notify the Engineer and the Police Department immediately after the “NO PARKING” signs are in place. “NO PARKING” signs and barricades shall be supplied by the Contractor. Failure to comply with this section will prevent the City from towing vehicles parked in the proposed work area. Work will not proceed if vehicles are parked in the proposed work area. E. Lane closures for paving operations. Lane closures may be required; closures shall be subject to the following conditions: 1. The Contractor shall submit a Traffic Control Plan and adhere to the Traffic Control Plan as approved by the Engineer. 2. One lane direction for vehicular traffic shall be provided at all times. Unless otherwise specified by the City Engineer, the full width of traveled way shall be open for use by the public at all times including designated legal holidays and when construction operations are not actively in progress except between 9:00 PM and 5:00 AM Sunday evening-Monday morning, Monday evening-Tuesday morning, Tuesday evening-Wednesday morning, Wednesday evening-Thursday morning and Thursday evening-Friday morning. The City Engineer may specify certain conditions on specific aspects of the Traffic Control Plan which may alter the hours TOW AWAY NO PARKING THERE SHALL BE NO PARKING ON THIS STREET BETWEEN THE HOURS OF _________ AND _________ ON ________________ VEHICLES FOUND IN VIOLATION WILL BE TOWED. C.V.C. 22651(L) 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-15 of closure from those identified above. When not in use, all components of the traffic control system shall be removed from the traveled way and shoulder. Where traffic is shifted and vehicles are diverted to the opposing direction of the roadway, 48” delineators will be required to direct and separate lanes of traffic. 3. If a closure is not reopened to public traffic by the specified time, work shall be suspended in conformance with the provisions in Section 8-1.06, "Suspensions,” of the Standard Specifications. The Contractor shall not make any further closures until the Engineer has accepted a work plan submitted by the Contractor that will ensure that future closures will be reopened to public traffic at the specified time. The Engineer will have 2 working days to accept or reject the Contractor's proposed work plan. The Contractor will not be entitled to any compensation for the suspension of work resulting from the late reopening of closures. F. Payment: The contract lump sum price paid for Traffic Control System will include full compensation for furnishing all labor (including flagging costs), materials (including Construction Area signs), Traffic Control Plan, tools, equipment and incidentals, and for doing all the work involved, including but not limited to, compliance with Regional Traffic Management Plan, removing, storing, maintaining, and moving to new locations, replacing, and disposing of the components of the traffic control system, and removal of on-street parking shall be considered as included in the lump sum price for Traffic Control System as shown on the Plans, as specified in these Technical Specifications and as directed by the Engineer and no additional compensation will be allowed. 12-1.13 CONSTRUCTION STAKING A. Attention is directed to Part 3: (City) Standard Specifications Section 5.8 for information on Construction Staking. 12-1.14 TESTS AND INSPECTION A. Attention is directed to Part 3: (City) Standard Specifications Sections 5 and 6 for information on materials testing and inspections. 12-1.15 PROJECT IDENTIFICATION SIGN A. The Contractor shall supply two 4’X 8’ signs to be displayed at the project site as approved by the Engineer in wording to be provided by the City. The signs will be constructed in accordance with City STD 742. Sign shall indicate funding source. B. The Contractor shall provide a submittal for the Project Identification Signs to the Engineer for review and approval at least fifteen (15) working days prior to the planned beginning of the work. The Project Identification Signs shall depict the details as provided in the samples in City STD 742 and wording as provided by the City. C. Payment: Project Identification Sign shall be paid per each and include full compensation for furnishing all labor, materials, equipment, and or incidentals, and for doing all work involved including, but not limited to, erecting, maintaining, and removing project sign shall be considered as included in the contract unit price and no additional compensation will be allowed. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-16 12-1.16 MOBILIZATION AND DEMOBILIZATION A. Description: Mobilization shall conform to the provisions in Section 9-1.16D, “Mobilization,” of the Standard Specifications and these Technical Specifications. Mobilization shall include the obtaining of all permits, moving onto the site of all equipment, and other construction facilities as required for the proper performance and completion of the work. Contractors working within the City of Rohnert Park are required to possess a valid City of Rohnert Park Business License throughout the course of the work. Business licenses can be obtained at the Finance Annex located at 6800 Hunter Drive, Rohnert Park, CA 94928, at a cost of $250.00. Mobilization shall include but not be limited to the following principal items: 1. Signed Contract by the City and the Contractor. 2. Completion of all tasks and submittal of all documents (bonds, insurance, schedule, etc.) required as conditions of issuing the Notice to Proceed. 3. Moving onto the site of all Contractor’s equipment required for operations. 4. Installing temporary construction water supply, power, wiring and lighting facilities, as required. 5. Providing field office trailers if needed by the Contractor. 6. Providing all on-site communication facilities, including telephones and radio pagers. 7. Obtaining all required permits and business license. 8. Having all OSHA required notices and establishment of safety programs. 9. Attendance at Pre-Construction Conference of Contractor’s principal construction personnel. 10. Physical verification (potholing) of existing utilities. 11. Installation of storm water pollution prevention and temporary erosion control measures. 12. Beginning work on the project or at the subject site as applicable. 13. Demobilization shall include removal of all equipment, contractor facilities and materials from the project site within five (5) working days from completion and acceptance of the work. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-17 B. Payment: Mobilization and Demobilization will be paid for at the contract lump sum price, which price shall include full compensation for furnishing all labor, materials, tools and equipment, obtaining business licenses, and doing all work involved in mobilization and demobilization, as specified herein, and no additional allowance will be made, therefore. City maximum allowed lump sum price is six (6) percent of the total bid price. No payment for mobilization or any part thereof will be approved for payment under the contract until all applicable mobilization items listed above have been completed. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-18 12-2 EXISTING FACILITIES 12-2.01 EXISTING FACILITIES A. The work performed in connection with various existing highway facilities shall conform to the provisions in Section 15, “Existing Facilities,” of the Standard Specifications and these Technical Specifications. 12-2.02 REMOVAL OF MISCELLANEOUS ITEMS A. Various items shown on the Plans to be removed will be completely removed and disposed of. 12-2.03 SAWCUT PAVEMENT A. Where no joint exists in concrete or asphalt concrete to be removed and concrete or asphalt concrete to remain in place, the concrete or asphalt concrete shall be cut in neat lines to a minimum depth of 0.17 foot with a power-driven saw before the concrete or asphalt concrete is removed. 12-2.04 REMOVE CONCRETE A. Existing concrete, including median curbing, curb and gutter, curb ramps and other miscellaneous concrete required to be removed shall be removed and disposed of in accordance with Section 15-1.03B, "Removing Concrete," of the Standard Specifications and these Technical Specifications. B. Adjacent facilities damaged during concrete removal shall be repaired to a condition satisfactory to the Engineer or shall be removed and replaced if ordered by the Engineer. Repairing or removing and replacing damaged facilities shall be at the Contractor's expense and no additional compensation will be allowed. C. Concrete as shown on the plans to be removed, shall be completely removed and disposed of at a recycler. The Contractor shall provide receipts verifying delivery and approximate quantity (in tons) of the material delivered to a material recycler. D. Existing concrete shall be cut to a true line at the nearest score mark or construction joint, in accordance with the Section entitled “Sawcut Pavement” of these Technical Specifications. E. Reinforcing or other steel may be encountered in portions of the concrete. No additional compensation will be allowed for the removal of concrete containing reinforcing or steel. 12-2.05 REMOVE ASPHALT CONCRETE A. Adjacent facilities damaged during asphalt concrete removal shall be repaired to a condition satisfactory to the Engineer or shall be removed and replaced if ordered by the Engineer. Repairing or removing and replacing damaged facilities shall be at the Contractor's expense and no additional compensation will be allowed. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-19 B. Existing asphalt concrete pavement shall be cut to a true line where new concrete is to join existing asphalt concrete pavement. C. Asphalt concrete shall be completely removed and disposed of at a recycler. The Contractor shall provide receipts verifying delivery and approximate quantity (in tons) of the material delivered to a material recycler. 12-2.06 REMOVE AND REPLACE SEWER MANHOLE GRADE RINGS, FRAME AND COVER Description: Existing sewer manhole grade rings, frames, and covers as shown on the Plans shall be removed and manhole grade rings, frame and cover shall be replaced to finish grade in accordance with the details on the Plans. Manhole chimneys shall be constructed per Standard 500 of the City of Rohnert Park Construction Standards and these Special Provisions. All lids shall be constructed per Standard 512 of the City of Rohnert Park Construction Standards and these Special Provisions. Prior to removal of an existing manhole frame, a platform shall be placed in the manhole above the top of the sewer or storm drain. The platform shall remain in place until all work on the manhole has been completed and the asphalt concrete has been placed around the manhole, all dirt and debris shall be removed. A. General: 1. All work shall be performed during daylight hours only. No work shall be performed if the visibility is less than 2,000 feet. 2. All material removed from the project site shall become the property of the Contractor. All waste material and spoils shall be disposed of in accordance with federal, state and local laws, regulations and requirements. 3. The Contractor shall be responsible for recycling all bituminous pavement, concrete and reinforcement. 4. Precautions must be taken to prevent debris from entering the manhole during the entire removal and construction process. Remove all adjusting rings to the top of the concrete cone. Trimming of manhole cones (tapered section) will not be permitted. Remove all aggregate around the manhole that has been exposed by the asphalt removal and recycle this aggregate. The aggregate must be removed to a minimum of 6” below the level of the top of the concrete cone. Clean and inspect the top surface of the concrete cone. The surface should be ground smooth and free of bumps and pits that may prevent a good water tight seal. Grind the surface as 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-20 needed to remove protrusions. Utilize compressed air to blow dust and debris from the surface after grinding. Utilize hydraulic cement, according to manufacturer’s recommendations to fill in depressions. All manhole frames and covers shall be adjusted to grade after placement of the finish course of asphalt concrete. Existing grade adjustment rings and other removed materials shall be completely removed and disposed of in accordance with Section 7.15 of Part 3 of the City Standard Specifications. The Contractor shall accurately locate and record the location of all manholes to be raised to grade prior to resurfacing the street. The Contractor shall provide radius point markings. Radius Points shall be marked on the curbs in the field to note manhole locations. B. Materials: Materials shall conform to the following requirements: 1. Concrete- Concrete collars shall be quick set concrete, mixture to be approved by the Engineer. Concrete used in construction of the concrete collar shall be so proportioned and mixed as to meet a 4,000 psi compression test after 28 days. There shall be a minimum of six sacks of cement per cubic yard of concrete. Aggregate shall be 3/4 inch. 2. Manhole Covers and Frames- Manhole covers and frames shall be per Rohnert Park Manual of Construction Standards, Standard 512. Manhole covers and frames are a City Furnished Item. Attention is directed to Section 10-1.04 City Furnished Items of these project special provisions for the pick-up location. 3. Manhole Adjusting Rings- All manholes shall utilize the high density polyethylene (HDPE) recycled adjusting rings. HDPE rings are a City Furnished Item The complete adjustment system utilizing the HDPE rings shall consist of the rings, sealed to the manhole structure, casting and one another by means of an approved butyl sealant. The manhole adjusting rings shall be molded from high density polyethylene as defined in ASTM Specification D-4976. The contractor shall utilize flat and sloping units to match the required slope and or grade of the structure. Material properties shall be tested and qualified for usage per the ASTM Test Methods referenced in the above ASTM standard. The plastic rings shall be manufactured utilizing the injection molding process as defined by SPE (Society of Plastic Engineers). 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-21 Th e adjustment rings shall be tested to assure compliance with impact and loading requirements per the AASHTO Standard Specification for Highway Bridges. All final grade adjustment of manhole covers and frame assemblies shall be completed utilizing injection molded high density polyethylene (HDPE) adjustment rings. The adjustment rings shall be manufactured from polyethylene plastic as identified in ASTM Specification D-4976 (Standard Specification for Polyethylene Plastic Molding and Extrusion Materials). HDPE adjusting rings shall be by Ladtech, Inc. 6704 Meadowlark Crt., Lino Lakes, MN 55038, or equal. 4. Manhole Foam Sealant- Foam sealant shall be a single component, closed cell, hydrophobic polyurethane designed for sealing manhole structures. XSeal by SealGuard Inc, or equal. 5. Manhole Sealant Tape- Manhole sealant tape shall be 50 mil thick, 6 inches wide corrosion prevention tape with a synthetic elastomeric adhesive. Materials shall meet or exceed the physical properties of tape materials for plant and field application criteria listed when tested in accordance with the methods described in AWWA C209. Tapecoat H50 Gray, or equal. C. Execution: 1. All manhole castings shall be adjusted to meet final paving elevation. More than 0.25 inch of deviation between the top of the manhole lid and the surrounding paving at any location shall be cause for rejection. 2. Installation of HDPE Adjusting Rings shall be per manufacturer’s recommendations. Note: Alignment tab on grade ring bottom may need to be removed for grade ring to sit on the manhole without point loading. 3. Clean and inspect the top surface of the concrete cone. The surface should be smooth and free of bumps and pits that may prevent a good water tight seal. 4. Smooth the top of the concrete cone with a chisel or grind the surface as needed to remove protrusions. Utilize compressed air to blow dust and debris from the surface after grinding. 5. Where the top of the concrete cone is very rough, use non-shrink hydraulic cement, according to manufacturer’s recommendations, to fill in depressions and smooth the concrete cone. Grinding and grouting shall be done when required to: a) Remove any protrusions over ¼ inch. b) Make the manhole ring stable without any rocking prior to foaming. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-22 6. Clean the concrete cone for top slab with a whisk broom or clean compressed air. Ensure a flat seating surface free of rocks, gravel, blacktop, protruding concrete or debris. 7. The HDPE adjusting ring system shall be measured in place dry prior to final assembly in accordance to the following conditions: a) Measure the distance from the cone or top slab to the projected finish grade. b) Determine the net build-up of rings necessary deducting the height of the cover frame. c) Determine the best ring height combination to attain the necessary adjustment. d) All adjustments for matching road grade shall be made utilizing a molded and indexed slope ring. e) Dry stack the rings on the cone or top slab. Index any slope rings as necessary. f) Place the cover frame casting on top of the assembly and verify the height and slope match. g) Mark the entire stack with a vertical line. 8. The annular space between the rings and cone basin, and the rings and cover frame shall be sealed utilizing an approved construction foam in accordance with manufacturer’s instructions. a) Thoroughly wet joint area with water. b) Apply construction seal foam uniformly and liberally to the joint area. 9. With the sealant applied, place the first ring down onto the cone or top slab with the male lip into the opening. Note: the ring must be stable prior to foaming. Point loading on the ring is cause for rejection of the finished work. 10. Prior to setting the cover frame in place, construction foam sealant on the top of the last ring. Be sure to apply the sealant in a location so that it contacts the cover frame the full 360 degrees. 11. With the sealant applied, set the cover in place verifying that it is centered on the top ring. Cover and frame shall be aligned per Rohnert Park City Standard 512A. 12. Install external joint seal over the entire chimney area, extending to three inches below the top of the cone. Wrap with 50 mil 6-inch wide corrosion prevention tape. 13. Concrete Collars shall be installed to the following: a) No backfilling, except with concrete, will be permitted, except over excavated areas may be filled with CLSM. Seal all sawcut grooves beyond the edge of concrete. b) Concrete collars shall be 18-inches and be quick set concrete, mixture to be approved by the Engineer. Except as approved by the Engineer, Contractor shall keep traffic off of raised facilities for 24 hours. c) The surface of the finished concrete shall be finished flush with the pavement. d) The top surface of the cast collar shall be screeded off at the correct elevation to receive and support the full depth of the pavement surface course. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-23 e) Contractor shall let the concrete collar cure for 24 hours prior to traffic loading. Cover manhole with steel plate. f) The concrete shall attain a modulus of rupture of 1,000 pounds per square inch prior to beginning paving operations. g) The contractor shall use a minimum of one pound of lampblack per cubic yard of concrete. If required, additional lampblack shall be used to match existing adjacent asphalt. 12-2.07 ADJUST FIRE HYDRANT AND WATER VALVE TO GRADE Existing fire hydrant and water valve shall be adjusted to conform to finished grades in accordance with Section 15, “Existing Facilities,” of the Standard Specifications, City Standards and these Special Provisions. 12-2.08 MEASUREMENT AND PAYMENT A. Removal or Removal and Replacement of Miscellaneous Items: No separate measurement or payment shall be made for the various items to be removed or removed and replaced unless specified and listed in the Bid Schedule. Full compensation for conforming to the requirements of this section shall be considered as included in the contract prices paid for the various contract items of work and no additional compensation will be allowed. B. Sawcut Pavement: No separate measurement or payment will be made for sawcutting. Full compensation for sawcutting shall be considered as included in the contract prices paid for the various contract items of work requiring sawcutting and no additional compensation will be allowed. C. Remove Concrete: No separate measurement or payment will be made for removal of concrete. Full compensation for remove concrete shall be considered as included in the contract prices paid for the various contract items of work requiring removal of concrete and no additional compensation will be allowed. D. Remove Asphalt Concrete: No separate measurement or payment will be made for removal of asphalt concrete. Full compensation for remove asphalt concrete shall be considered as included in the contract prices paid for the various contract items of work requiring removal of asphalt concrete and no additional compensation will be allowed. E. Remove and Replace Sewer Manhole Grade Rings, Frame & Cover will be measured per each from actual count. Remove And Replace Sewer Manhole Grade Rings, Frame & Cover will be paid for at the contract price each, which price shall include full compensation for furnishing all labor, materials, tools and equipment, any remobilization, and doing all the work involved in removing and replacing sewer manhole grade rings, frame and cover to finish grade as herein specified, including, required excavation and backfill, additional grade rings if required, furnishing location of existing boxes, sewer manholes and covers to be adjusted 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-24 to grade, concrete collar, removing silt and debris and no additional compensation will be allowed. F. Adjust Fire Hydrant and Water Valve to Grade will be paid for at the contract lump sum price, which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all the work involved in adjusting fire hydrant and water valve to grade as herein specified, including but not limited to, required excavation and backfill, spacers, concrete, fittings, valve frame and cover, and no additional compensation will be allowed. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-25 12-3 STREET SWEEPING / PAVEMENT PREPARATION 12-3.01 DESCRIPTION A. Pavement surfaces shall be clean and dry prior to slurry sealing. B. Cleaning shall be performed by sweeping to remove all loose particles of paving, all dirt and all other extraneous material. C. All traffic stripes, pavement markers and pavement markings shall be removed unless otherwise directed by the Engineer. Traffic stripes and pavement markings shall be removed by sandblasting or grinding and shall not materially damage the existing pavement. Where grinding is used, grinding of the pavement surface shall be limited to a maximum depth of 1/16”. D. Residue from the removal of traffic stripes, pavement markings, and pavement markers shall be swept or vacuumed from the street surface and disposed of immediately after removal. Residue shall not be allowed to enter the storm drain system or creeks and roadside ditches. Disposal shall be performed in accordance with Section 7.15 of Part 3 of the City Standard Specifications. E. Post Street Sweeping: Street sweeping shall be performed at 3 working days, 14 working days, 28 working days, and 45 working days after slurry sealing. 12-3.02 PAYMENT A. Full compensation for Street Sweeping/Pavement Preparation will be considered as included in the prices paid for various contract items of work and no additional allowance will be made, therefore. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-26 12-4 CRACK SEALING 12-4.01 CRACK SEALING Crack sealing shall consist of preparing and sealing pavement cracks on roadway, with a hot applied crack sealant to prolong the life of existing pavements by preventing moisture from penetrating the roadway structure, and by preventing the spalling of material from the edges of the cracks. A roadway will include all travel lanes, shoulders and intersections. Crack sealing shall be required to clean, prepare, and seal all cracks between 1/8 inch and one inch in width in asphalt concrete pavement and as directed by the Engineer. 12-4.02 MATERIALS Attention is directed to the provisions in Section 37, " Seals Coats", Section 92, “Asphalt Binders”, and Section 94, “Asphaltic Emulsions” of the Standard Specifications. Crack sealant shall be a commercial rubberized material of paving asphalt and ground rubber or ground rubber and polymer. The gradation of the ground rubber shall be such that 100 percent will pass a No. 8 sieve. Asphalt crack sealant shall be Type 3 in accordance with Section 37-6.02B of the Standard Specifications. Modified asphalt sealant material shall be furnished premixed in containers with an inside liner of polyethylene. Packaged material shall not exceed 66 pounds in weight and shall be capable of being melted and applied to cracks at temperatures below 400° F and shall readily penetrate cracks ¼ inch wide or wider. 12-4.03 PREPARATION Prior to crack cleaning, the contractor shall inspect the roadway. All cracks within the entire width of the pavement surface, which are greater than 1/8-inch in width and showing signs of raveling or spalling shall be cleaned. All cracks 1/4-inch to 1-inch shall be cleaned. Do not clean cracks greater than 1-inch, and do not seal spalls or cavities greater than 4 inches, unless otherwise directed. Seven days prior to crack cleaning, apply a non-persistent herbicide (industrial Round Up, or equivalent). The non-persistent herbicide shall include an integral dye to identify areas of application. Before applying the hot sealant, clean cracks by an approved method or methods to remove dust, dirt, moisture, vegetation, debris, loose sealant and other foreign material. Cracks shall be cleaned to a minimum of two times the width of the crack or one inch, whichever is greater. Old sealant which protrudes above the asphalt concrete surfacing shall be completely removed. Keep these areas clean and dry until all sealing operations are completed. Use a propane lance unit capable of producing a blast of hot air that operates at 97 psi, 2.5 cubic feet per second, 900 °F and a gas velocity of 2000 feet per second. Take care not to burn or overheat pavement with hot air lance. The temperature of the hot-air lance shall be kept below 930 °F and the tip 2 to 4 inches from the crack. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-27 12-4.04 SEALING Crack sealant shall be applied only after the cracks and adjacent asphalt concrete surfacing have been cleaned and dried. Crack sealant material shall be spread with a nozzle or device approved for use by the Engineer and is placed within the specified temperature range. The sealing operation shall follow directly behind the cleaning operation. In no instance shall the crack sealing operation be separated from the cleaning operation by more than 250 feet. All cracks within the entire width of the pavement surface, which are greater than 1/8-inch shall be sealed as follows: 1. All cracks within the entire width of the pavement surface, which are greater than 1/8-inch and less than 1/4-inch, shall be sealed only if they show signs of raveling or spalling. 2. All cracks greater than 1/4-inch and less than 1-inch shall be sealed. 3. Do not seal cracks greater than 1-inch (25 mm), and do not seal spalls or cavities greater than 4 inches (100 mm), unless otherwise directed. 4. When directed, cracks that are one inch wide or wider shall be filled with sealant flush with the existing asphalt concrete surfacing. While the sealant is still hot, these cracks shall be covered with crushed aggregate conforming to the provisions for Type II slurry seal in Section 37-3.02 of the Standard Specifications and compacted with a wetted steel wheel roller or vibrating plate compactor large enough to compact the sealant to the cross section shown on the plans. Light brooming shall be performed to remove loose excessive sand prior to opening a lane to public traffic that is not controlled by a pilot car. 5. Sealant application shall be to 1 inch depth. 6. Where cracks are over 1/2-inch and over 3 inches in depth the crack shall be filled with sand prior to sealing. Fill the crack to 1-inch below the adjacent pavement surface and tamp lightly with a steel rod to reduce any voids in the sand. 7. Except where cracks show signs of raveling or spalling, crack sealing shall be filled flush with no overbanding. All sealant left on the surface shall be squeegeed. 8. Where cracks have been filled with sand the finish surface of the sealant shall be slightly recessed from the adjacent pavement surface. Where cracks show signs of raveling or spalling, overband the crack 1/2-inch on each side of the crack. Squeegee flush with surface. Heat the sealant in a kettle or melter constructed as a double boiler, with the space between the inner and outer shells filled with oil or other heat-transfer fluid. Use a kettle or melter with separate thermometers for the oil bath and mixing vat. Equip the kettle with a full sweep type agitator. Also, equip the kettle with a 2-inch (50 mm) minimum recirculating pump to provide circulation of the materials when not applying the crack sealant. Do not apply direct heat to the sealant. Follow manufacturer’s recommendations for sealant application temperatures. Hotpour crack sealant shall be heated to the temperature specified by the manufacturer. [Hot rubberized asphalt is generally applied at 370 °F to 390 °F.] Overheating will not be permitted. The sealant shall be circulated in the hose when the installation train is idle. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-28 Use a mechanical applicator wand capable of continuously feeding the sealant through nozzles capable of placing the crack sealant. A positive sealant flow shutoff mechanism is required. Sealant shall be even and consistent. Sealant shall not be reheated more than the allowable number of times nor greater than the recommended period of time as recommended by the manufacturer. Sealant shall flow evenly with no surging. The vat is to be kept part full at all times. Cracks shall be filled from the bottom up. There shall be no bubbles due to moisture present in the crack. Crack sealant shall be applied so that the crack is flush filled immediately following application. Fill the entire crack reservoir with the sealant from the bottom up to approximately 1/16 inch above the pavement surface. Excess crack sealant shall be removed from the pavement surface immediately following application. Removal shall involve the use of a squeegee, starting from the centerline and proceeding to the shoulder. Immediately scrape the filled cracks with a V-shaped or U-shaped squeegee, or similar hand tool, to smooth the overfill. Squeegee shall be the correct shape and shall not be worn. Squeegee shall be kept clean and free of carbon or filler build up. Squeegee shall be operated at the correct distance from the crack and be centered on the crack. Reapply sealant to any areas that are underfilled. Application shall have an even and uniform appearance flush with the pavement surface. Traffic shall be kept off sealed cracks until the crack sealant will not track under the action of traffic. The contractor shall be required to use a detackifier on crack sealant to allow roadways to open and minimize the duration of closure. Within 2 days after application of sealant, sealed cracks that reopen or in which the sealant material sags below the surrounding asphalt concrete surfacing and shoulders shall be resealed. Crack sealant shall be allowed to cure for a minimum of five (5) calendar days or in accordance with the manufacturer’s recommendations. Fuel, asphalt and any other spills shall be cleaned up to the satisfaction of the Engineer at the Contractor’s expense. 12-4.05 MEASUREMENT AND PAYMENT Full compensation for Crack Sealing will be considered as included in the prices paid for various contract items of work and no additional allowance will be made, therefore. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-29 12-5 DIGOUT REPAIR 12-5.01 DESCRIPTION: A. Digout repair will be required in various areas as noted on the plans and shall conform to these specifications. Digout repair shall consist of 6” of excavation and removal of areas as directed by the Engineer and placing 6” asphalt concrete base. Asphalt concrete base shall be placed in two lifts. Grinding shall be considered an acceptable method of excavation of digout areas. No additional compensation will be made for excavation beyond the limits of the areas marked by the Engineer or for excavation at locations other than those marked by the Engineer. Any additional excavation done by the Contractor beyond the limits of the areas marked by the Engineer shall be repaired at the Contractor’s cost. Asphalt concrete base and tack coat shall conform to the section entitled “Asphalt Concrete,” of these Technical Specifications. The final lift shall be made using enough material that 3 to 4 steel drum roller passes are required to roll the patch flush with the old pavement unless otherwise noted. Subgrade shall be rolled by a static steel drum roller unless otherwise directed by the Engineer. Vibratory rollers shall not be used. 12-5.02 DISPOSAL: A. The contractor shall be responsible for recycling of all removed bituminous pavement as required by the Engineer and per the City Specifications. 12-5.03 MEASUREMENT AND PAYMENT: Digout repair will be measured by the square yard. Digout repair will be paid for at the contract price per square yard . Payment shall include full compensation for doing all work involved in as specified herein including labor, materials, tools and equipment, excavation, disposal, recycling of removed asphaltic concrete, tack coat, asphalt concrete base, and compaction, as shown on the plans, as specified in these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed. The estimated quantity of Digout Repair is for bidding purposes only. This quantity may be increased or decreased based on field conditions evaluation by the Engineer. In the event of an increase or a decrease in the amount of the Engineer’s Estimated quantity of Digout Repair, such increase or decrease shall not be considered an alteration in excess of the 25 percent of the contract amount of such items under provisions of Sections 4-1.05 and 9-1.06 of the Standard Specifications and no adjustment of the contract price for Digout Repair will be made by reason of such increase or decrease. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-30 12-6 ASPHALT CONCRETE 12-6.01 DESCRIPTION: Asphalt concrete base and asphalt concrete surface and the placing thereof shall conform to the requirements of Section 39, "Hot Mix Asphalt," of the 2010 Standard Specifications, with the following modifications: Aggregate shall be Type A, ½” maximum. Paving asphalt shall be PG64-10 conforming to Section 92, "Asphalts,” of the 2010 Standard Specifications. The Contractor shall furnish the Owner’s Engineer, at least ten (10) working days prior to the start of work, a list of sources of materials together with a Certified of Compliance indicating that materials to be incorporated in the work fulfill the requirements of these specifications and a mix design for the asphalt concrete. The mix design shall be performed in accordance with CTM 366 and 367. The Certified of Compliance shall be signed by the material supplier or his representative. The Contractor shall be responsible for all costs associated with the required mix design. Prior to placement of new asphalt concrete, the Contractor shall clean the existing asphalt concrete surface in accordance with Section 39-2.01C(3) of the Standard Specifications. The contractor shall remove and dispose of all weeds, dirt, and debris on the existing pavement surface to be overlaid to the satisfaction of the Engineer. All traffic stripes, pavement markers and pavement markings shall be removed unless otherwise directed by the Engineer. Traffic stripes and pavement markings shall be removed by sandblasting or grinding and shall not materially damage the existing pavement. Where grinding is used, grinding of the pavement surface shall be limited to a maximum depth of 1/16”. Removal of pavement markers shall conform to the provisions of Sections 81-8.03B of the Standard Specifications and these Special Provisions. Residue from the removal of weeds, dirt, debris, traffic stripes, pavement markings, and pavement markers shall be swept or vacuumed from the street surface and disposed of immediately after removal. Residue shall not be allowed to enter the storm drain system or creeks and roadside ditches. Disposal shall be performed in accordance with Section 6-1.20, “Disposal of Material Outside the Right of Way,” of the General Provisions. A tack coat, type SS-1, shall be applied to all mating surfaces along lip of gutter and at conforms to existing pavement prior to placement of new asphalt concrete and shall conform to Section 94, “Asphaltic Emulsions” of the 2010 Standard Specifications. Tack coat shall be applied between all asphalt concrete lifts. Construction shall be in accordance with Section 39-2.01C(15)(b) “Method Construction Process” of the 2010 Standard Specifications. Asphalt concrete shall be compacted to 91-97% of maximum theoretical density (CT 309) as determined by CT 375 (a nuclear density device may be used). A profilograph will not be required. A drop-off of more than 0.15-foot will not be allowed at any time between adjacent lanes open to public traffic. Attention is directed to Section entitled, "Maintaining Traffic" of these Special 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-31 Pr ovisions. Temporary asphalt concrete tapers or grinding of the existing pavement edge shall be used to provide a slope of 30:1, or flatter, between adjacent lanes open to traffic. 12-6.02 MEASUREMENT AND PAYMENT: No separate measurement and payment will be made for asphalt concrete placed in the digout repair areas or asphalt concrete conform areas adjacent to the concrete gutter and driveway apron replacement. Full compensation for asphalt concrete used in conjunction with digout repair shall be considered as included in conjunction with the contract unit price for Digout Repair and no additional compensation will be allowed. Full compensation for asphalt concrete used in conjunction with asphalt concrete conforms adjacent to concrete gutter and driveway apron replacement shall be considered as included in conjunction with the contract unit prices for Minor Concrete, Curb and Gutter and Minor Concrete, Sidewalk/Driveway Apron and no additional compensation will be allowed. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-32 12-7 SLURRY SEAL 12-7.01 DESCRIPTION: Slurry Seal, Type II shall conform to the requirements of Section 37-3, “Slurry Seal and Micro- Surfacings,” of the Standard Specifications, the Plans, and these Special Provisions. Polymer modified asphaltic emulsion shall be in accordance with Section 37-3.02B(3) and mineral filler shall be portland cement. Aggregate shall be black or dark grey in color. 12-7.02 QUALITY CONTROL AND ACCEPTANCE The Contractor shall be responsible for all sampling, laboratory testing, and submittals as specified in Sections 37-3.01A(3), 37-3.01A(4), and 37-3.02 of the Standard Specifications. Material samples are not required to be provided to the City. Aggregate gradation test shall be performed for each day’s production. Aggregate acceptance is based on the gradation test for compliance with the requirements in Section 37-3.02A(4)(c). Polymer modified asphaltic emulsion shall be sampled from the tank truck at mid load or from a sampling tap or thief. Samples shall be taken at minimum 1 per day per delivery truck. Polymer modified asphaltic emulsion shall be tested for quality characteristics as listed in Section 37-3.02A(4)(b)(iii). Polymer modified asphaltic emulsion acceptance shall be based on the conformance requirements of Section 37-3.02B(3). If test results do not comply with these specifications the slurry seal shall be removed and replaced with slurry seal conforming to these specifications at no additional cost to the City. 12-7.03 CALIBRATION AND DEMONSTRATION OF SPREADING EQUIPMENT: The Contractor shall calibrate the spreader vehicle(s) to be used on the project to the approved mix design prior to their arrival at the job site and shall furnish the Engineer a copy of the calibration settings for each vehicle. Thereafter, no adjustments in the aggregate and emulsion settings shall be made without the approval of the Engineer. The Contractor shall demonstrate the ability to mix and apply the surface in a satisfactory manner and to the approved mix design with each spreader vehicle. The Contractor may not begin work until the ability to apply surfacing as specified is demonstrated to the Engineer. Evidence of calibration of the machine shall be supplied to the Inspector prior to placement of any surfacing. A test strip shall be laid at the beginning of the placement of the surfacing to ensure the mix is proper and the machine has been properly calibrated. 12-7.04 CONSTRUCTION Prior to placement of the surfacing, the Contractor shall clean the existing asphalt concrete surface, seal cracks in accordance with the section entitled “Crack Sealing” and remove traffic stripes and pavement markings in accordance with the section entitled “Street Sweeping/Pavement Preparation” of these Special Provisions. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-33 Th e Contractor shall take appropriate measures to protect existing; curb and gutter, manholes, valve covers, city monuments, or other iron castings in the street during the application of slurry seal. Slurry seal shall be removed from these existing improvements, if required, to the satisfaction of the City. All valve boxes, manholes, utility covers, and monument covers shall be covered with heavy paper or roofing felt prior to placement of the surfacing and shall be uncovered after the surfacing has set. Drainage inlets shall have adequate protection and coverings to prevent any surfacing materials from entering the storm drain system. Slurry seal shall be held back to within 12-inches of utility and monument covers as shown on the plans. Surfacing shall be applied a minimum of five (5) calendar days after crack sealing operations. The project shall not be started without a two-week window when freezing weather (temperatures below 32 degrees F) will not occur. Slurry Seal shall be applied at a rate between 10 and 18 pounds per square yard in accordance with Section 37-3.02C (4) of the Standard Specifications. Slurry Seal areas shall be rolled with a pneumatic rubber tire roller. Rolling shall not begin until the slurry has “cured” sufficiently to support the load without tracking. The finished Slurry Sealed surface shall be rolled once, but not more than twice. Roller shall travel slowly, not more than 5 mph. Longitudinal joints may be overlapped or butt jointed. All joints shall be straight or curve with the traffic lane. Overlaps shall not be allowed in the wheel paths and all overlaps shall not exceed 3-inches in width. Transverse joints shall be butted and shall be smooth. Handwork shall be kept to a minimum. The contractor shall not over wet the mix at the start-up. Transverse joints shall be made on roofing felt to avoid poor texture and scarring at the joints. For all edges, the edge of the spreader box should be outside the line of the pavement and edge boxes should be used when shoulders are covered. 12-7.05 POST SWEEPING: Post sweeping of slurry sealed areas shall be performed in accordance with Section entitled “12-3 Street Sweeping/Pavement Preparation” of these Special Provisions. 12-7.06 MEASUREMENT AND PAYMENT: Slurry Seal, Type II will be measured and paid for at the contract price per square yard . Payment for slurry seal shall include full compensation for furnishing all labor, materials, tools, equipment, and doing all work involved in furnishing and applying the slurry seal, including, but not limited to submittals, mix design, samples, testing, surface preparation, placing the slurry, protecting the slurry seal until it has set, rolling, post sweeping and all other work involved in placing Slurry Seal, Type II not specifically enumerated in the Plans or Specifications, and no additional compensation will be allowed. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-34 12-8 CONCRETE CURBS, SIDEWALKS AND DRIVEWAYS 12-8.01 DESCRIPTION: Concrete curbs, gutters, sidewalks, and driveway aprons shall be constructed in accordance with Section 73, “Concrete Curbs and Sidewalks,” of the Standard Specifications, the City Standard Details, and the details shown on the plans. Concrete shall contain a minimum of 564 pounds per cubic yard of cementitious material and shall have a minimum 28-day compressive strength of 4,000 psi, in accordance with Section 90, "Concrete," of the City Specifications. Damage to existing landscaped areas, sidewalk or driveway due to construction or replacement of curb and gutter and driveway aprons shall be repaired and/or replaced to the condition existing before construction. Replacement landscape materials shall match the existing materials as closely as possible. Lawn areas damaged during construction shall be repaired by replacing the damaged areas with new sod. All concrete which is to be removed shall be removed to the nearest transverse score mark or construction joint or as directed by the Engineer. Where new sidewalk, driveway or curb/gutter concrete construction abuts existing concrete, a minimum of two – No. 3 x 10-inch long epoxy- coated rebar (Standard Specifications Section 52) shall be installed into each side of existing concrete. 4” deep holes shall be carefully drilled into the middle of the existing concrete, and the rebar hammered into the existing concrete. All oil, paint, tire, graffiti and other marks shall be removed from all minor concrete construction by sandblasting or complete replacement prior to acceptance by the Engineer. Cement mortar will not be an acceptable substitute for sandblasting or complete replacement. Aggregate Base, Class 2, shall be placed under minor concrete, as shown on the Plans and City Standard Drawings. Minor concrete shall have a medium broom finish. 12-8.02 DISPOSAL: Existing concrete shall be removed and disposed of outside the roadway right of way in accordance with the provisions in Section 7-1.15, “Disposal Of Material Outside Of City's Right Of Way” of the City’s Standard Specifications, Part 3. The Contractor shall be responsible for recycling of all concrete as required by the Engineer and per the City Specifications. 12-8.03 MEASUREMENT AND PAYMENT: Minor Concrete, Curb and Gutter will be measured and paid for at the contract lineal foot price, which shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved, including, but not limited to, removal and disposal 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-35 of existing concrete, sawcutting, furnishing and placing expansion joint filler, constructing weakened plane joints, dowels, removing discoloration, excavation, backfill, moisture barrier, compaction, forms, Class 2 aggregate base cushion, conforming to existing concrete, landscape repair, and broom finish shall be considered as included in the contract lineal foot price for Minor Concrete – Curb and Gutter, as specified in these Technical Specifications and as directed by the Engineer and no additional compensation will be allowed. Minor Concrete, Sidewalk/Driveway Apron will be measured and paid for at the contract square foot price, which shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved, including, but not limited to, removal and disposal of existing concrete, sawcutting, furnishing and placing expansion joint filler, constructing weakened plane joints, dowels, removing discoloration, excavation, backfill, moisture barrier, compaction, forms, Class 2 aggregate base cushion, conforming to existing concrete, landscape repair, sidewalk repair, and broom finish shall be considered as included in the contract square foot price for Minor Concrete – Sidewalk/Driveway Apron, as specified in these Technical Specifications and as directed by the Engineer and no additional compensation will be allowed. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-36 12-9 TRAFFIC STRIPING AND MARKINGS 12-9.01 DESCRIPTION: Thermoplastic and painted traffic stripes (traffic lines) and pavement markings and markers, of the various types, shall conform to the provisions of the City of Rohnert Park Manual of Standards, Details and Specifications and Section 84-2, “Traffic Stripes and Pavement Markings.” Standard Specifications and these Technical Specifications. Thermoplastic material shall conform to State Specifications 8010-41G-21. Glass beads to be applied to the surface of the molten thermoplastic material shall conform to the requirements of State Specification 8010-22L-22 (Type II), or AASJTP Designation: M 247 (Type 1). State Specifications for thermoplastic material and glass beads may be obtained from the Transportation Laboratory, P.O. Box 19128, Sacramento, CA 95819; (916) 739-2400. A primer of the type recommended by the manufacturer of the thermoplastic material shall be applied over all existing painted stripes and pavement legends to be covered with thermoplastic material. All painted striping and markings shall be applied in 2 coats. Existing stripes and pavement markings which are damaged by the work shall be replaced. Striping and marking shall begin a minimum of 7 days after slurry seal. 12-9.02 MEASUREMENT AND PAYMENT: Thermoplastic Stripes/Traffic Lines will be measured and paid for at the contract unit price per lineal foot of the various detail types, which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all work involved in placing traffic markers and lines, complete in place, including: • all glass beads, • thermoplastic material, • pavement markers (retroreflective and non-reflective markers), • tape, • removal of existing traffic stripes and markers, • temporary traffic stripes, • replacement of damaged stripes, and • pavement surface preparation and any other work required to install traffic markers, lines, and parking space markings not specifically enumerated in the plans and specifications and no additional compensation will be allowed. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-37 Thermoplastic Pavement Markings will be measured and paid for at the contract unit price per square foot of the various types, which price shall include full compensation for furnishing all equipment, tools, and labor, and doing all the work involved, as herein specified, including: • all glass beads, • thermoplastic material, • tape, • providing temporary pavement markings, • removal of existing and temporary pavement markings, • replacement of damaged markings, • pavement surface preparation and any other work required to install thermoplastic pavement markings not specifically enumerated in the plans or specifications, and no additional compensation will be allowed. Median Island Treatment will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all equipment, tools, and labor, and doing all the work involved, as herein specified, including: • paint material, • reflective pavement markers on top of curb, • surface preparation and any other work required to install median island treatment not specifically enumerated in the plans or specifications, and no additional compensation will be allowed. White Thermoplastic Bulbout Striping and Non-Reflective markers will be measured and paid for at the contract lump sum price, which price shall include full compensation for furnishing all equipment, tools, and labor, and doing all the work involved, as herein specified, including: • all glass beads, • thermoplastic material, • non-reflective pavement markers, • tape, • providing temporary pavement markings, • removal of existing and temporary pavement markings, • replacement of damaged markings, • pavement surface preparation and any other work required to install thermoplastic pavement markings not specifically enumerated in the plans or specifications, and no additional compensation will be allowed. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-38 12-10 PAVEMENT MARKERS 12-10.01 DESCRIPTION Pavement markers shall conform to the requirements of Section 81-3, "Pavement Markers," of the Standard Specifications and these Technical Specifications. Attention is directed to “Construction Area Signs and Traffic Control” elsewhere in these Technical Specifications regarding the use of moving lane closures during placement of pavement markers with bituminous adhesive. Blue Two-Way Retroreflective Pavement Markers shall be placed at existing fire hydrant locations. Hot melt bituminous adhesive shall be used to cement the markers to the pavement. Bituminous adhesive material shall conform to the following: Specification ASTM Requirement Flash Point, COC, ºF D 92 550 Min. Softening Point, ºF D 36 200 Min. Brookfield Thermosel Viscosity, Centipoise, No. 27 Spindle, 20 RPM,400ºF D 4402 3,000-6,000 Penetration dmm, 100g, 55 seconds, 77ºF D 5 10 - 20 Filler Cement, percent by weight (Insoluble in1,1,1 Trichloroethane) D 2371 65 - 75 Filler material used in bituminous adhesive shall be Type PC, Grade III, calcium carbonate conforming to ASTM D1199, and shall conform to the following gradation: Sieve Size Percent Passing No. 100 100 No. 200 95 No. 325 75 Bituminous adhesive shall be heated indirectly in an applicator with continuous agitation or recirculation. Bituminous adhesive shall not be heated above the maximum safe heating temperature recommended by the manufacturer and shall not be applied at temperatures greater than 425ºF. nor less than 375ºF. Immediately after application of the adhesive, pavement markers shall be placed in position and pressure applied until firm contact is made with the pavement. Placement of pavement markers using bituminous adhesive shall conform to the requirements of the Section 81-3.03 of the Standard Specifications, 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-39 When bituminous adhesive is used for pavement marker placement, traffic control during placement operations shall conform to the requirements of "Construction Area Signs and Traffic Control” of these Technical Specifications. 12-10.02 MEASUREMENT AND PAYMENT No separate measurement and payment will be made for installation of the individual pavement markers used in conjunction with new traffic striping or the median island treatment. Full compensation for pavement markers used in conjunction with new traffic striping or the median island treatment shall be considered as included in conjunction with new traffic stripes of the various detail types, or the median island treatment and no additional compensation will be allowed. Blue, Two-way Retroreflective Pavement Markers will be paid for at the contract price each, which shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved, as herein specified, including: • pavement markers, • bituminous adhesive, • pavement surface preparation and any other work required to install blue two-way pavement markers not specifically enumerated in the plans or specifications, and no additional compensation will be allowed. 2021-2022 Pavement Maintenance Part 4: Technical Specifications Rohnert Park City Proj. No. 2022-05 Page 4-40 12-11 FINAL CLEANUP 12-11.01 DESCRIPTION: Final Cleanup shall conform to the provisions of Section 4-1.13, “Cleanup,” and Section 22, “Finishing Roadway” of the Standard Specifications and these Project Provisions. The project area shall be left in a neat and clean condition, as approved by the Engineer, at the end of each workday. The project site shall be clear of clutter at the end of each workday. The project area shall be left in a neat and clean condition upon completion of the project prior to final inspection by the Engineer. 12-11.02 MEASUREMENT AND PAYMENT: Full compensation for complying with the above provisions shall be considered as included in the contract prices paid for the various bid items and no additional compensation will be allowed. 2021- 2022 PAVEMENT MAINTENANCE PROJECT Part 5: Drawings Rohnert Park City Project No. 2022-05 Page 5-1 OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2 PART 5 – DRAWINGS ITEM NO. 7.E. 1 Meeting Date: July 8, 2025 Department: Human Resources and Risk Management Submitted By: Jamie Cannon, Director of Human Resources Prepared By: Jamie Cannon, Director of Human Resources Agenda Title: Adopt a Resolution Authorizing and Approving a Letter Agreement to the Memorandum of Agreement for the Rohnert Park Public Safety Managers’ Association (RPPSMA). RECOMMENDED ACTION: Adopt a Resolution Authorizing and Approving three Letter Agreement to the Memorandum of Agreement for the Rohnert Park Public Safety Managers’ Association (RPPSMA). BACKGROUND: The current Memorandum of Agreement for the RPPSMA Unit will expire on June 30, 2025. In addition, the current Letter Agreement, providing for terms and conditions of employment specific to the Operational Lieutenant structure will also expire on June 30, 2025. Finally, City Council approved a Petition of Reorganization for the RPPSMA on March 25, 2025; however, the terms and conditions have not yet been formally recognized. ANALYSIS: The City’s financial outlook forecasts expenditures to continue to outpace revenues in fiscal year 2025- 26 through fiscal year 2027-28. Given the substantial structural deficit, the City is unable to provide general wage increases during the 2025/26 Fiscal Year. To assist in the ongoing rising health care costs, City Council authorized one-time monies in the form of Off Salary Schedule Pay. This Letter Agreement, amending terms and conditions of employment for the RPPSMA Unit, will sunset on June 30, 2026. The Operational Lieutenant Letter Agreement authorizes the continuation of 24-hour coverage until otherwise negotiated. In addition, this Letter Agreement provides the required CalPERS language for the payment of Holiday Pay. The Non-Sworn Employee Letter Agreement incorporates the terms and conditions of employment for non-sworn personnel into the RPPSMA MOA. ENVIRONMENTAL ANALYSIS: This item is not a “project” under California Environmental Quality Act (CEQA) Guidelines section 15378(b)(5) because it is an administrative activity that will not result in a potentially significant impact to the environment. Mission Statement “We Care for Our Residents by Working Together to Build a Better Community for Today and Tomorrow.” CITY OF ROHNERT PARK CITY COUNCIL AGENDA REPORT ITEM NO. 7.E. 2 STRATEGIC PLAN AND COUNCIL PRIORITIES ALIGNMENT: This action is consistent with City Council Priority 4: Organization Well Being OPTIONS CONSIDERED: 1. Recommended Option: Staff recommends Adoption of the Resolution Authorizing and Approving a Letter Agreement to the Memorandum of Agreement for the Rohnert Park Public Safety Managers’ Association (RPPSMA). 2. Alternative: Staff does not recommend an alternative. FISCAL IMPACT/FUNDING SOURCE: The one-time monies, in the form of Off Salary Schedule Pay equate to approximately $4,292 per employee, with a total impact of $30,043 for the RPPSMA Unit. The required CalPERS language includes an expense of $22,429 per fiscal year, with $5,607 assigned to the general fund. The remaining amount is budgeted under Measure H. Code Compliance Approval Date: N/A Department Head Approval Date: N/A Finance Approval Date: N/A Human Resources Approval Date: June 20, 2025 City Attorney Approval Date: June 26, 2025 City Manager Approval Date: June 29, 2025 Attachments : 1. Resolution Authorizing and Approving a Letter Agreement to the Memorandum of Agreement for the Rohnert Park Public Safety Managers’ Association (RPEA). a. Exhibit A: Letter Agreement to the Memorandum of Agreement for the RPPSMA Unit – One-Time Monies b. Exhibit B: Letter Agreement to the Memorandum of Agreement for the RPPSMA Unit – Operational Lieutenant Coverage c. Exhibit C: Letter Agreement to the Memorandum of Agreement for the RPPSMA Unit – Non-Sworn Employee Inclusion RESOLUTION NO. 2025-047 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ROHNERT PARK AUTHORIZING AND APPROVING A LETTER AGREEMENT TO THE MEMORANDUM OF AGREEMENT WITH THE ROHNERT PARK PUBLIC SAFETY MANAGERS’ ASSOCIATION WHEREAS; on June 22, 2021, the City Council adopted Resolution No’s 2021-082 Approving and adopting a Memorandum of Agreement with the Rohnert Park Public Safety Managers’ Association (RPPSMA); and WHEREAS, the RPPSMA Memorandum of Agreement will expire on June 30, 2025; and WHEREAS, staff prepared the attached Side Letter Agreements, effective July 1, 2025 to the Memorandum of Agreement. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Rohnert Park that it does hereby authorize and approve the letter agreements, effective July 1, 2025 to the Memorandum of Agreement with the RPPSMA, which is attached hereto as Exhibit “A”, Exhibit “B” and Exhibit “C” and incorporated by this reference. BE IT FURTHER RESOLVED that the City Manager is hereby authorized and directed to execute documents pertaining to same for and on behalf of the City of Rohnert Park. DULY AND REGULARLY ADOPTED BY THE CITY COUNCIL OF THE CITY OF ROHNERT PARK ON this 8th day of July, 2025. CITY OF ROHNERT PARK ____________________________________ ATTEST: Gerard Giudice, Mayor ______________________________ Sylvia Lopez Cuevas, City Clerk APPROVED AS TO FORM: ______________________________ Michelle M. Kenyon, City Attorney Attachments: Exhibit A, Exhibit B and Exhibit C ADAMS: _________ ELWARD: _________ RODRIGUEZ: _________SANBORN: _________ GIUDICE: _________ AYES: ( ) NOES: ( ) ABSENT: ( ) ABSTAIN: ( ) ITEM NO. 7.F. 1 Meeting Date: July 8, 2025 Department: Human Resources and Risk Management Submitted By: Jamie Cannon, Director of Human Resources Prepared By: Jamie Cannon, Director of Human Resources Agenda Title: Adopt a Resolution Authorizing and Approving a Letter Agreement to the Memorandum of Agreement for the Rohnert Park Employees’ Association (RPEA). RECOMMENDED ACTION: Adopt a Resolution Authorizing and Approving a Letter Agreement to the Memorandum of Agreement for the Rohnert Park Employees’ Association (RPEA). BACKGROUND: The Memorandum of Agreement for the RPEA Unit will expire on June 30, 2025. ANALYSIS: The City’s financial outlook forecasts expenditures to continue to outpace revenues in fiscal year 2025- 26 through fiscal year 2027-28. Given the substantial structural deficit, the City is unable to provide general wage increases during the 2025/26 Fiscal Year. To assist in the ongoing rising health care costs, City Council authorized one-time monies in the form of Off Salary Schedule Pay. This Letter Agreement, amending terms and conditions of employment for the RPEA Unit, will sunset on June 30, 2026. ENVIRONMENTAL ANALYSIS: This item is not a “project” under California Environmental Quality Act (CEQA) Guidelines section 15378(b)(5) because it is an administrative activity that will not result in a potentially significant impact to the environment. STRATEGIC PLAN AND COUNCIL PRIORITIES ALIGNMENT: This action is consistent with City Council Priority 4: Organization Well Being OPTIONS CONSIDERED: 1. Recommended Option: Staff recommends Adoption of the Resolution Authorizing and Approving a Letter Agreement to the Memorandum of Agreement for the Rohnert Park Public Employees’ Association (RPEA). 2. Alternative: Staff does not recommend an alternative. Mission Statement “We Care for Our Residents by Working Together to Build a Better Community for Today and Tomorrow.” CITY OF ROHNERT PARK CITY COUNCIL AGENDA REPORT ITEM NO. 7.F. 2 FISCAL IMPACT/FUNDING SOURCE: The one-time monies, in the form of Off Salary Schedule Pay equate to approximately $4,292 per employee, with a total impact of $274,678 for the RPEA Unit. Code Compliance Approval Date: N/A Department Head Approval Date: N/A Finance Approval Date: N/A Human Resources Approval Date: June 20, 2025 City Attorney Approval Date: June 25, 2025 City Manager Approval Date: June 29, 2025 Attachments : 1. Resolution Authorizing and Approving a Letter Agreement to the Memorandum of Agreement for the Rohnert Park Public Employees’ Association (RPEA). a. Exhibit A: Letter Agreement to the Memorandum of Agreement for the RPEA Unit. RESOLUTION NO. 2025-048 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ROHNERT PARK AUTHORIZING AND APPROVING A LETTER AGREEMENT TO THE MEMORANDUM OF AGREEMENT WITH THE ROHNERT PARK EMPLOYEES’ ASSOCIATION WHEREAS; on June 8, 2021, the City Council adopted Resolution No’s 2021-062 Approving and adopting a Memorandum of Agreement with the Rohnert Park Employees’ Association (RPEA); and WHEREAS, the RPEA Memorandum of Agreement will expire on June 30, 2025; and WHEREAS, staff prepared the attached Side Letter Agreement, effective July 1, 2025 to the Memorandum of Agreement. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Rohnert Park that it does hereby authorize and approve the letter agreement, effective July 1, 2025 to the Memorandum of Agreement with the RPEA, which is attached hereto as Exhibit “A” and incorporated by this reference. BE IT FURTHER RESOLVED that the City Manager is hereby authorized and directed to execute documents pertaining to same for and on behalf of the City of Rohnert Park. DULY AND REGULARLY ADOPTED BY THE CITY COUNCIL OF THE CITY OF ROHNERT PARK ON this 8th day of July, 2025. CITY OF ROHNERT PARK ____________________________________ ATTEST: Gerard Giudice, Mayor ______________________________ Sylvia Lopez Cuevas, City Clerk APPROVED AS TO FORM: ______________________________ Michelle M. Kenyon, City Attorney Attachments: Exhibit A ADAMS: _________ ELWARD: _________ RODRIGUEZ: _________SANBORN: _________ GIUDICE: _________ AYES: ( ) NOES: ( ) ABSENT: ( ) ABSTAIN: ( ) ITEM NO. 7.G. 1 Meeting Date: July 8th, 2025 Department: Administration Submitted By: Sylvia Lopez Cuevas, City Clerk Prepared By: Sylvia Lopez Cuevas, City Clerk Agenda Title: By Minute Order, Authorize Councilmember Rodriguez Out of State Training and Travel Consistent with City Council Expense Reimbursement Policy (Resolution No. 2015‑151) RECOMMENDED ACTION: By Minute Order, Authorize Councilmember Rodriguez Out of State Travel to 2025 NAACP California‑Hawaii State Convention and to the Local Progress National Convening in Chicago. BACKGROUND AND ANALYSIS: In accordance with the City Council Expense Reimbursement Policy (Resolution No. 2015‑151), Council approval is required for any out‑of‑state travel. This report requests: 1. Authorization for Councilmember Rodriguez to attend the 2025 NAACP California‑Hawaii State Convention, to be held in October 2025, in Hawaii. The event offers opportunities to engage with state and regional leaders, deepen policy expertise, and foster collaborative programs that directly benefit our community. 2. Authorization for Councilmember Rodriguez to attend the Local Progress National Convening in Chicago, held in July 2025. Councilmember Rodriguez received a scholarship covering airfare, hotel, and registration; this request is solely for meals and incidental expenses such as transportation, consistent with policy guidelines. All expenses will be charged to the Councilmember’s travel and training budget and will adhere to the City’s cost‑containment measures (e.g., use of the most economical transportation, lodging per government rates). Itemized receipts and documentation will be submitted within 30 days of each event. Should expenses exceed available funds, staff will return to Council for further authorization. ENVIRONMENTAL ANALYSIS: This action is not a Project under the California Environmental Quality Act (“CEQA”). STRATEGIC PLAN AND COUNCIL PRIORITIES ALIGNMENT: This item aligns with the City’s core values of fiscal responsibility and integrity. Supporting Council training and business travel also reflects the City Council’s priority of Organizational Well-Being, by promoting professional development and informed leadership. Mission Statement “We Care for Our Residents by Working Together to Build a Better Community for Today and Tomorrow.” CITY OF ROHNERT PARK CITY COUNCIL AGENDA REPORT ITEM NO. 7.G. 2 OPTIONS CONSIDERED: 1. Staff recommends the City Council approve out‑of‑state training and travel for Councilmember Rodriguez's request made under the City Council Expense Reimbursement Policy. 2. No other options were considered as this action is consistent with the City Council Expense Reimbursement Policy (Resolution No. 2015‑151). FISCAL IMPACT: There is no fiscal impact associated with this action, as each Councilmember has already been provided with a set budget for travel and training. These expenses will be charged to the Councilmember’s travel and training budget. Department Head Approval Date: 07/2/2025 City Attorney Approval Date: N/A Finance Director Approval Date: N/A City Manager Approval Date: 07/02/2025 Attachments: 1. City Council Expense Reimbursement Policy (Resolution No. 2015‑151) ROHNERT PARE CALIFORNIA SUBJECT/TITLE: EXPENSE REIMBURSEMENT FOR CITY COUNCIL CITY OF ROHNERT PARK CITY COUNCIL POLICY POLICY NO:DATE APPROVED:REVISION NUMBER: 1.02.004 9/8/2015 TABLE OF CONTENTS TABLE OF CONTENTS 1. PURPOSE 2.SCOPE 3. BACKGROUND 4. PROVISIONS.... 5. AUTHORIZED EXPENSES.. 1. Examples of Authorized Expenses 1 2 2 2 2 3 3 2. Expenses Requiring City Council Approval 3 3. Personal Expenses 3 6. COST CONTROL.4 1. Budgeting Practices 4 2. Mayor's Supplemental Budget 4 7.TRANSPORTATION 4 1. Airfare 4 2. Automobile 4 3. Car Rental 4. Taxis/Shuttles 8. LODGING. 9. MEALS. 10. TELEPHONE/FAX/CELLULAR 11. AIRPORT PARKING 12. ОТHER EXPENSES. 4 5 5 5 5 6 6 1. Baggage Handling Fees 6 2. Outside Agency Reimbursement 6 3. Parking Fees.6 4. Spreckels Performing Arts Center 6 13. CASH ADVANCES 6 14. CREDIT CARD USE 6 15. EXPENSE REPORT CONTENT AND SUBMISSION DEADLINE 6 16. AUDITS OF EXPENSE REPORTS.7 17. REPORTS TO GOVERNING BOARD 7 18. COMPLIANCE WITH LAWS 7 19. VIOLATION OF THIS POLICY 7 APPENDIX 7 Page 1 of 8 ROHNERT PARPARK CALIFORNIA CITY OF ROHNERT PARK CITY COUNCIL POLICY SUBJECT/TITLE: EXPENSE REIMBURSEMENT FOR CITY COUNCIL POLICY NO:DATE APPROVED:REVISION NUMBER: 1.02.004 1. PURPOSE To establish City of Rohnert Park ("City") policy and prescribe guidelines related to expenses incurred on behalf of, or reimbursed to, elected City Councilmembers. 2. SCOPE This policy applies to all elected City Councilmembers. 3. BACKGROUND Government Code section 36514.5 provides that City Councilmembers may be reimbursed for actual and necessary expenses incurred in the performance of official duties. Assembly Bill 1234, which took effect on January 1, 2006, adds Article 2, 3, commencing with Government Code section 53232, to the Government Code, addressing expense reimbursement to public officials. In addition, City of Rohnert Park Municipal Code Section 2.12.050 - Reimbursement, provides for reimbursement to councilmembers for actual and necessary expenses incurred during the performance of official City duties. 4. PROVISIONS The City takes its stewardship over the use of limited public resources seriously and acknowledges that public resources should only be used when there is substantial benefit to the City from those actions. Such benefits include: 1. The opportunity to discuss the community's concerns with state and federal officials; 2. Participating in regional, state and national organizations whose activities affect the City; 3. Attending educational seminars designed to improve officials' skill and information level; and 4. Promoting public service and morale by recognizing such service. Legislative and other local, regional, state and federal agency business is frequently conducted over meals; sharing a meal with regional, state and federal officials is frequently the best opportunity for a more extensive, focused and uninterrupted communication about the City's policy concerns; and each meal expenditure must comply with the limits and reporting requirements of local, state and federal law. This policy provides guidance to elected and appointed officials on the use and expenditure of City resources, as well as the standards against which those expenditures will be measured. This policy supplements the definition of actual and necessary expenses for purposes of state laws relating to permissible uses of public resources and supplements the definition of necessary and reasonable expenses for purposes of federal and state income tax law. This policy also applies to any councilmember-related charges made to a City credit card or other line of credit with the exception of expenses incurred for city- related event participation fees, and educational and/or training programs. Page 2 of 8 ROHNERT PARK 62 CALIFORNIA SUBJECT/TITLE: CITY OF ROHNERT PARK CITY COUNCIL POLICY POLICY NO:DATE APPROVED:REVISION NUMBER: EXPENSE REIMBURSEMENT FOR CITY COUNCIL 1.02.004 5. AUTHORIZED EXPENSES 1. Examples of Authorized Expenses City funds, equipment, supplies (including letterhead, note cards, and printer cartridges), and staff time must only be used for authorized City business. Any questions regarding the propriety of a particular type of expense should be resolved by the City Council before the expense is incurred. Expenses incurred in connection with the following types of activities generally constitute authorized expenses, as long as the other requirements of this policy are met: a. Communicating with representatives of local, regional, state and national government on City adopted policy positions; b. Attending educational seminars designed to improve officials' skill and information levels; c. Participating in local, regional, state and national organizations whose activities affect the City's interests; d. Recognizing service to the City (for example, thanking a longtime employee with a retirement gift or celebration of nominal value and cost); e. Attending City events; f. Implementing a City-approved strategy for attracting or retaining businesses to the City typically involving at least one staff member; and g. Other actual and necessary expenses incurred for city-related business. 2. Expenses Requiring City Council Approval 3. a. International and out-of-state travel; and b. Expenses which exceed the annual budget limits established for each City Councilmember. Personal Expenses - Examples of personal expenses that the City will not reimburse include, but are not limited to: a. The personal portion of any trip; b. Political or charitable contributions or events; c. Family expenses, including partner's expenses when accompanying official on agency-related business, as well as children or pet-related expenses; d. Entertainment expenses, including theater, movies (either in-room or at the theater), sporting events (including gym, massage and /or golf related expenses), or other cultural events; e. Non-mileage personal automobile expenses, including repairs, traffic citations, insurance or gasoline; and f. Personal losses incurred while on City business. Page 3 of 8 CITY OF ROHNERT PARK CITY MANAGER ADMINISTRATIVE POLICY SUBJECT/TITLE: POLICY NO: APPROVAL DATE: TRAVEL AND EXPENSE POLICY 1.01.001 AUGUST 28, 2024 Page 1 of 7 TABLE OF CONTENTS TABLE OF CONTENTS ..................................................................................................................................... 1 1. PURPOSE ............................................................................................................................................... 1 2. SCOPE .................................................................................................................................................... 1 3. BACKGROUND ....................................................................................................................................... 1 4. PROVISIONS .......................................................................................................................................... 2 APPENDIX ...................................................................................................................................................... 6 1. PURPOSE The purpose of this policy is to establish guidelines for the expenditure of public funds for authorizing attendance, travel and reimbursement of expenses for City employees, attending conferences, training, meetings and other City related business. Council Members, Commissioners and Board Members, Contract Employees and Consultants are not covered under this policy. Business travel is defined as authorized attendance at conferences, meetings and seminars or authorized travel for any other purpose in connection with official City responsibilities. Business travel includes day trips and trips requiring one or more overnight stays. 2. SCOPE This policy is to assure that City employees adhere to procedures when arranging travel, lodging, meals and other expenses. The City expects to pay all reasonable expenses incurred for travel, conferences, meetings and meals as a result of conducting authorized City business. This policy also assures that City employees will receive advances/reimbursements in a timely manner. 3. BACKGROUND The City of Rohnert Park encourages and promotes training and education of its staff. However, personal business should not be mixed with official business if it will cost the City anything in dollars and lost time, or if it will harm the City’s interests in any way. This policy assumes mutual trust between the City and its employees. These guidelines are not intended to address every issue, exception or contingency that may arise in the course of City travel. Accordingly, the basic standard that should always prevail is to exercise good judgment in the use and stewardship of the City’s resources. Many of these guidelines simply reaffirm values in judgment that we already practice. CITY OF ROHNERT PARK CITY MANAGER ADMINISTRATIVE POLICY SUBJECT/TITLE: POLICY NO: APPROVAL DATE: TRAVEL AND EXPENSE POLICY 1.01.001 AUGUST 28, 2024 Page 2 of 7 4. PROVISIONS Travel and Authorization: Travel is distinguished between local and overnight. Funds must have been approved in the adopted budget for both. Local travel must be completed within one day and only automobile travel is authorized for these trips unless previously noted in the budget. (The City’s Vehicle Use Policy outlines the guidelines for all vehicle use for conducting City business.) Each Department Head or designee shall be held responsible and accountable for the interpretation and administration of the Travel and Expense policy within their department. Department Heads or designees will be expected to consult with the Director of Finance and/or the City Manager on any questions related to this policy. An individual may not authorize or approve reimbursement for their travel; claim forms/expense reports must be approved by the individual’s supervisor. All employees must receive express authorization in advance from their Department Head or designee for all travel and conferences. City Manager approval shall be authorized by the Finance Director. Department Head travel shall be approved in advance by the City Manager. All travel shall be reviewed and authorized on a city-approved form. Travel and meeting expenses are not intended for reimbursement of meals for departmental meetings, which are attended by City staff only, especially when a meeting can be scheduled during normal business hours. Travel Arrangements: Travel arrangements shall be made as far in advance as possible to obtain the best possible fares and rates. If travel arrangements must be cancelled for any reason, the person who made the arrangements shall cancel them in sufficient time to prevent the City from incurring unnecessary costs. If travel involves the purchase of airline tickets, all arrangements must be pre-approved by a Department Head or designee, or in the case of a Department Head, by the City Manager. Cooperative purchase agreements will be utilized in the purchase of tickets whenever feasible, price and other factors considered. If necessary, the City will contract with a local travel agent chosen through a competitive bid process. Any discount coupons, frequent flyer miles, etc., are the property of the City of Rohnert Park and should be surrendered upon return to the City. Transportation: Travelers shall use whatever mode of transportation is the most logical and overall least expensive. These guidelines do not require you to take a bus, stay in a cheap motel or eat at only fast food restaurants. A bus or train may cost less than a plane, but the added time away from work can make this slower option more expensive to the City overall. CITY OF ROHNERT PARK CITY MANAGER ADMINISTRATIVE POLICY SUBJECT/TITLE: POLICY NO: APPROVAL DATE: TRAVEL AND EXPENSE POLICY 1.01.001 AUGUST 28, 2024 Page 3 of 7 You are responsible for exercising good judgment in requesting, arranging and making a trip. If an employee elects to use a mode of transportation other than the most logical and overall least expensive, the City will pay only the cost of the most logical and overall least expensive. The difference between the selected mode and the overall least expensive mode shall be considered the employee’s personal expense; and any additional lodging and meal expenses resulting from the employee’s selection shall be also paid by the employee. In addition, the employee shall charge any additional time spent in route during normal work hours to vacation or a similar leave. This paragraph does not apply to special accommodations made to qualified employees under the American with Disabilities Act provided that the alternate mode of transportation is approved in advance by the Department Head or designee, or the City Manager. If the most logical and overall least expensive mode of transportation is determined to be a City vehicle or the traveler’s private vehicle, the traveler shall comply with the City’s Vehicle Use Policy. Employees will be compensated for the use of their private vehicle at the current IRS standard mileage rate. The Employees mileage shall be calculated from their designated work site to the destination. The Employees who receive a car allowance will be compensated at the current IRS standard mileage rate for all miles in excess of 75 miles in a single roundtrip. To drive a privately owned vehicle on City business you must: Possess a valid California Driver’s License Carry liability insurance limits requested by the City’s Risk Management Manual Complete the required DMV Pull Notice Program form Realize that any damage to the car, needed service or repair occurring on the trip will be your responsibility. The City will pay all expenses, such as bridge tolls and parking fees, incurred on City business. Car Rental- Rental cars are only allowed for business reasons (i.e., travel to and from a hotel and a conference if this service is not included in the event/conference registration) and with prior approval by the Department Head or designee. Car rentals shall only be approved, if other methods of ground transportation (such as shuttles or taxis) are more expensive during the stay at the destination. If a rental car is approved, it is the traveler's responsibility to only rent the most economical and reasonable rental car, and to reduce the total cost of the car rental by reducing optional costs such as vehicle options and refueling charges. Traveler shall refuel the rental car prior to returning the rental car if additional charges apply for refueling. A rental car level above Compact requires prior approval by the Department Head or designee and is only authorized for group travel. Employees shall be reimbursed for approved refueling charges. CITY OF ROHNERT PARK CITY MANAGER ADMINISTRATIVE POLICY SUBJECT/TITLE: POLICY NO: APPROVAL DATE: TRAVEL AND EXPENSE POLICY 1.01.001 AUGUST 28, 2024 Page 4 of 7 Car insurance for rental cars is not necessary if the rental car is being used for City business. The City, as the employer, bears responsibility for damage or injury arising from a traveler's use of the rented vehicle, provided that the use is within the scope and course of their employment. Presently the City covers this responsibility through self-insurance. When travelers on City business are renting vehicles and use the rental car for personal transportation, any liability arising from personal use will be the responsibility of the traveler. Because of this liability, the traveler may purchase additional insurance coverage, but it will be at the traveler's sole expense (i.e., non- reimbursable by the City). Taxis /Shuttles/Ride Shares- Taxis, shuttle, and ride share fares shall be reimbursed, including a 15 percent gratuity per fare, when the cost of such fares is equal to or less than the cost of car rentals, gasoline and parking combined, or when such transportation is necessary for time-efficiency. Travelers shall fly coach/economy class on the lowest cost flight/s available at the time travel is needed for the most direct route to the final destination. Take advantage of lower airfares by booking flights as early as possible. You may sometimes avoid higher airfare by staying over a Saturday night. In some instances, an extra night in a hotel/motel can be much less than the added cost of the airfare. Employees shall be compensated for all hours worked, pursuant to the applicable employment MOU and the Fair Labor Standards Act (FLSA). Department Heads may consider taking different flights in case an emergency may occur in flight. A generally accepted rule is to have no more than two members on the same flight, if there is a strong possibility of danger while traveling. AIRPORT PARKING Long-term parking, as opposed to short-term parking, must be used for travel exceeding 24 hours. Employees requiring a reasonable accommodation shall contact Human Resources for alternative parking accommodations prior to travel. OTHER EXPENSES Baggage Handling Fees- Baggage handling fees, and up to 15% for associated gratuities, are reimbursable for employees only. Lodging: The City will pay lodging expenses for City employees during business travel requiring one or more overnight stays. The City will pay for lodging for the evening preceding or subsequent to a meeting or business event when the employee would have to travel at unreasonable early or late hours to reach their destination. Such overnight stays shall be preauthorized by the Department Head or designee, or the City Manager. CITY OF ROHNERT PARK CITY MANAGER ADMINISTRATIVE POLICY SUBJECT/TITLE: POLICY NO: APPROVAL DATE: TRAVEL AND EXPENSE POLICY 1.01.001 AUGUST 28, 2024 Page 5 of 7 Employees shall make an effort to obtain lodging at or near the facility were official City business is to take place to minimize travel time and transportation costs. The City will only pay for standard single rooms, if available, for individual employees. Single standard rooms at conference, government or corporate rates shall be requested. Also, when making reservations, be sure to ask about local transient occupancy tax (TOT): some cities exempt travelers on City business, some do not. The City will pay for a double room only if two employees share a room. If a double room is requested by an employee because they are accompanied by family members or guests, the difference between the single and double room rate shall be considered the employee’s personal expense. Employees shall cancel any reservations for lodging they will not use. Any charge for an unused reservation shall be considered the employee’s personal expense unless failure to cancel the reservation was due to circumstances beyond the employee’s control. Meals: City will pay for an employee’s meals during business travel and incidental expenses pursuant to the U.S. General Services Administration current rates, based on “travel to” county/state, found at www.gsa.gov, plus fifteen percent (15%) for gratuity, per authorized meal. General If meals are provided without charge, save for the case in which an employee’s food allergies or medical restrictions cannot be provided for, at a meeting or while in transit (meals served on a plane, for example), appropriate deductions must be made from the per diem meal allowance. Alcoholic Beverages: City funds should not be used to purchase alcohol or reimburse employees for alcohol related costs. The City Manager may approve exceptions to this policy on a case-by-case basis for special receptions or other unique circumstances. This discretion applies primarily to non-travel related expenditures such as special receptions and not routine travel or meetings by City employees. Spouses and Guests: Spouses and guests are welcome to accompany you on City travel and at conferences, seminars and meetings. However, any additional costs associated with the participation of your spouse or other guests are your responsibility. Guests as passengers in City vehicles: Due to liability concerns, non-City employees shall not ride as passengers in City vehicles when it is not directly related to City business. However, Department Heads or designees, or the City Manager may approve exceptions on a case-by-case basis, subject to review by the Risk Manager. Unauthorized Expenses: Items of a personal nature are not reimbursable including, but not limited to: movies, entertainment, premium television services, alcoholic beverages, dry-cleaning, spas, gyms, barber/hairdresser, magazines, shoe shines, travel insurance, purchase of clothing or toiletries, loss of tickets, fines or traffic violations, excess baggage costs, spouse and/or guests accommodations, repairs to CITY OF ROHNERT PARK CITY MANAGER ADMINISTRATIVE POLICY SUBJECT/TITLE: POLICY NO: APPROVAL DATE: TRAVEL AND EXPENSE POLICY 1.01.001 AUGUST 28, 2024 Page 6 of 7 personal vehicles, office equipment and other items of personal nature. Optional tours, banquets or other activities not related towards professional advancement offered through the conference, but at an additional cost to registration, are solely at the discretion of the employee and will be considered as a personal expense. If unauthorized expenses have been paid by the City by credit card, cash advance or petty cash, the employee will be responsible for reimbursement within 10 days to the City. Failure to reimburse the City within the specified timeline may result in disciplinary action. Accounting for Expenses: When you return from your trip or official function, a final accounting of all expenses, except for advanced meal per-diem, must be approved by your Department Head or designee, or City Manager and submitted to the Finance Department within ten (10) working days. A city-approved expense report is required in all cases with all required receipts attached. The approved Travel Authorization form shall be included as well. Payment for allowable travel expenses may be in the form of prepayment by City check, City credit card payment, travel advances in an amount equal to estimated expenses and/or out-of-pocket payments by the employee. Any unused amount of travel advance shall be returned to the City. Non-allowable expenses shall be deducted from any reimbursement due to the employee for out-of-pocket expenses. Discretion: This policy does not claim to have addressed all contingencies and conditions. Expenses will be reviewed for reasonableness based on price differentials in different cities. Any necessary and reasonable expense that may from time-to-time be justified due to circumstances or opportunities for the City, will be honored upon approval by the Department Head or designee, or the City Manager. Those expenses will be reimbursed to the traveler with adequate documentation and justification. Unnecessary or exorbitant expenses will be disallowed. Original receipts and copies of the conference schedule will be required to substantiate ALL expenses, except for Meal Per-diem advances. No reimbursement will be granted without a receipt. APPENDIX REVISION HISTORY: CITY OF ROHNERT PARK CITY MANAGER ADMINISTRATIVE POLICY SUBJECT/TITLE: POLICY NO: APPROVAL DATE: TRAVEL AND EXPENSE POLICY 1.01.001 AUGUST 28, 2024 Page 7 of 7 APPROVED 1981 – FORMER # 128.08 REVISED 07/23/2024 REVISED 08/28/24 ITEM NO. 8.A. 4935-5559-3042 v1 1 Meeting Date: July 8, 2025 Department: Development Services Submitted By: Alicia Giudice, Director of Development Services Prepared By: Christina Ratcliffe, AICP, Consultant Brandi Caulfield West, Consultant Assistant Planner Agenda Title: Conduct a Public Hearing to Consider an Appeal (PLAL25-0001) of the Planning Commission’s Approval of a Conditional Use Permit Amendment (PLUP24- 0004) for an interior expansion of Walmart Neighborhood Market, 901 Golf Course Drive (APN 143-311-059 & 062) (CEQA: Exempt Under CEQA Guidelines Section 15301) RECOMMENDED ACTION: Staff recommends that the City Council conduct a Public Hearing and adopt a resolution denying appeal PLAL25-0001 and affirming and upholding the Planning Commission’s decision PLUP24-0004 to amend the Conditional Use Permit (CUP) to allow a 4,969-square-foot interior expansion of the Walmart Neighborhood Market. Council Options The City Council has the following options: 1. Adopt the proposed resolution denying the appeal and affirming and upholding the Planning Commission’s decision to approve the CUP amendment to allow the Walmart expansion, as conditioned. 2. Adopt the proposed resolution denying the appeal, and affirming and upholding the Planning Commission’s decision to approve the CUP amendment to allow the Walmart expansion, with modifications to the conditions of approval. 3. Move to direct staff to prepare a resolution upholding the appeal, reversing the Planning Commission decision, and denying the CUP amendment. BACKGROUND: The Walmart Neighborhood Market is located in the eastern portion of the City and is the anchor tenant of the Mountain Shadows Plaza (Figure 1). This commercial center is characterized by retail establishments, restaurants, and adjacent residential neighborhoods. The Market currently operates in a 33,411-square-foot building under Conditional Use Permit (CUP) and Site Plan and Architectural Review approval (PL2013-003UP/SR), approved by the Planning Commission on February 28, 2013. Mission Statement “We Care for Our Residents by Working Together to Build a Better Community for Today and Tomorrow.” CITY OF ROHNERT PARK CITY COUNCIL AGENDA REPORT ITEM NO. 8.A. 4935-5559-3042 v1 2 On October 21, 2024, an application was submitted by Walmart to amend the CUP to allow a 4,969- square-foot interior expansion into existing adjacent retail space. The expansion would accommodate merchandise storage for online pickup orders, an employee break room, training office, and restrooms. On May 8, 2025, the Planning Commission received staff’s report and recommendation and received written public comments and testimony from the applicant and eight members of the public. At that meeting, members of the public expressed concerns about noise and the delivery hours. The Planning Commission voted to approve the amendment of the CUP, with an amendment to condition of approval #5 to further restrict hours for truck delivery to between 7 am to 7 pm on weekdays and 9am to 7pm on weekends. Previous delivery hours had been allowed to be between 7am to 9pm on weekdays and 9am to 9p.m. on weekends. On May 14. 2025, the Planning Commission’s approval was appealed by Bess McKay. Details of the appeal and staff response is provided in the Appeal section below. PROPOSED PROJECT The General Plan land use designation for the site is Neighborhood Commercial, which supports a range of neighborhood-and community-serving retail and service uses. The zoning designation is C-N (Neighborhood Commercial) district. The C-N district is intended to accommodate businesses that provide goods and services to nearby residential neighborhoods, generally within an area of a one-mile radius or less. Typical uses found in this district include limited commercial offices, and retail stores and service establishments that are compatible with, and dependent upon, nearby residential developments. Per Rohnert Park Municipal Code Section 17.06.060, supermarket uses require Planning Commission approval of a Conditional Use Permit (CUP) in the C-N district. The proposed project does not involve a change in use or an increase in intensity beyond what is contemplated in the applicable Zoning District and General Plan designation. The proposed improvements are intended to support ongoing operations of an existing business and include interior modifications and minor site upgrades. ITEM NO. 8.A. 4935-5559-3042 v1 3 Figure 1: Location Map Figure 2: Proposed Floor Plan (Expansion area highlighted in red) As no significant exterior modifications was proposed, an amendment to the previously approved Site Plan and Architectural Review was not required. Minor exterior updates include new signage, repainting, and replacement of the address sign. Reprograming of the existing interior space includes modifications to the existing pharmacy, adding a dedicated restroom for pharmacy personnel, more storage, and a consultation room. A new public restroom and a private mother’s room is also proposed within the existing Walmart space. ITEM NO. 8.A. 4935-5559-3042 v1 4 Proposed Floor Plan The proposed project will expand the existing store by incorporating 4,969 square feet from the adjacent retail building to the east. This expansion includes Suites 977 (2,517 square feet) and 979 (1,516 square feet), which are currently vacant, along with Suites 995 and 997, which together make up the remaining square footage. Suites 995 and 997 are currently occupied and Walmart representatives have indicated that they are offering to relocate these existing tenants elsewhere in the shopping center. As shown in Figure 2 of the proposed floor plan, the expanded area will be designated exclusively for staff use. Tenant improvements for this area will include the construction of a new employee breakroom, restrooms, training rooms, offices, and storage space for online order staging and pickup. The area will be accessible only to employees. For online order pickups, staff will retrieve the order from the storage area, exit through a rear door to deliver the item to the customer, and then re-enter the store through the same expanded area once the delivery is complete. Figure 3: Proposed Addition Floor Plan To improve accessibility, the mothers’ room has been located near the door in the main store area, allowing easy public access. To accommodate this change, the office space originally located in the main store has been moved to the annexed area. The existing employee breakroom, currently located adjacent to the pharmacy, will be reconfigured as part of the interior improvements. The pharmacy will also be modified to include a dedicated pharmacy staff restroom, additional storage, and a health services room to provide greater privacy during pharmacist consultations. ITEM NO. 8.A. 4935-5559-3042 v1 5 Associated site improvements include ADA upgrades, pavement maintenance, and designation of 17 of the existing parking stalls as pickup stalls for online orders, as well as new crosswalk striping in the parking lot. Figure 4: Reconfigured Pick-up Parking Site Plan ITEM NO. 8.A. 4935-5559-3042 v1 6 Parking There is no change of use and no additional square footage being added to the Center, therefore no additional parking is required. The required parking ratio for a shopping center is one (1) space per 300 square feet of floor area. The subject shopping center contains a total of 77,751 square feet of floor area, resulting in a parking requirement of approximately 259 spaces. A total of 376 parking spaces are currently provided on-site. Relocated Pick-up Parking Seventeen of the existing parking stalls behind the store are proposed to be used for designated online pickup. These stalls would take the place of the existing online pickup stalls located in front of the Walmart Neighborhood Market. Directional signage will be installed throughout the site to guide customers to the pickup location. Customers will place orders online and select a preferred pickup date and time from available appointment slots, minimizing congestion and ensuring efficient operation. Upon arrival, customers will check in via the Walmart mobile application and enter their assigned stall number. A store associate will then deliver the order directly to the customer’s vehicle. Customers will remain in their vehicles throughout the process, with each pickup anticipated to take no longer than 15 minutes. No amplified music or customer notification systems will be used as part of the pickup operation. Delivery trucks servicing the store will continue to access the site from the south end of the building, where unloading activities currently take place. As shown in the traffic circulation plan (included in the Planning Commission packet, see link), a shared access area exists at the south end of the store where delivery and customer traffic intersect. This circulation pattern is currently in operation and will remain unchanged under the proposed project. Operations The store's business hours will remain the same, 6 AM to 11 PM seven days a week. Operational conditions have been implemented to minimize potential impacts on surrounding uses, particularly adjacent residential properties. Exterior Changes The proposed project does not include any significant exterior modifications, and therefore does not require an amendment to the Site Plan and Architectural Review. Exterior changes to the building are minor and consist of refreshed paint, new signage, designated pickup parking stalls, and upgrades to ADA parking and crosswalk striping. The proposed paint colors will remain compatible with the existing Mountain Shadows Plaza Sign Program and are consistent with the color palette approved under PL2013-003. No modification to the existing parking lot landscaping is proposed. ITEM NO. 8.A. 4935-5559-3042 v1 7 Planning Commission Hearing The Planning Commission held a public hearing on Thursday, May 8, 2025, to consider the proposed Conditional Use Permit amendment. Over 600 notifications were sent to property owners, occupants, HOAs and business owners within a 300-foot radius. Prior to the meeting, four written public comments were submitted. One comment was included in the Staff Report, the other three were received too late for inclusion, but were provided to the Planning Commission at the hearing During the public hearing, eight individuals provided public comment—four in support of the project and four opposed to the project. Supporters of the expansion noted that designated online pickup parking would improve accessibility for elderly residents, individuals with disabilities, and parents with young children. One commenter stated that the project supports the city’s growth and reflects the increasing demand for online shopping and curbside pickup. The property owner added that the expansion would activate vacant suites and enhance safety. Concerns expressed by those in opposition included noise impacts of truck deliveries and additional noise near residential uses from relocated online pickup spaces; fumes and noise from vehicle idling for both trucks and autos utilizing online pick-up spaces; safety concerns regarding the online pickup spaces being adjacent to the truck delivery area; and construction noise. Also included were complaints of past and current violations of the delivery times as conditioned by the current CUP. Following the close of the public hearing, the Planning Commission engaged in discussion. Chair Orloff noted that the dedicated online pickup area would help reduce congestion in the main parking lot by making use of underutilized spaces. Commissioner Austin-Dillon encouraged Walmart to actively engage with surrounding residents and businesses to ensure the project meets community expectations. Commissioner Epstein emphasized the need for Walmart to be a good neighbor by understanding and managing operational impacts to avoid disrupting the quality of life in nearby neighborhoods. Commissioner Campbell noted that the site’s unique location—adjacent to both commercial and residential uses—requires particular sensitivity to potential impacts on surrounding properties. During deliberation, in response to resident concerns regarding delivery truck noise impacts, Commissioner Epstein made a motion to modify the delivery hours from those currently in place. The existing approved delivery hours are 7 AM to 9 PM on weekdays and 9 AM to 9 PM on weekends. The Commission added a condition restricting the delivery hours to 7 AM to 7 PM on weekdays and 9 AM to 7 PM on weekends. The Planning Commission voted 4–1 to approve the Conditional Use Permit (CUP) amendment with Commissioner Austin-Dillon voting no. (see link below for Planning Packet, including minutes). ITEM NO. 8.A. 4935-5559-3042 v1 8 Appeal A timely appeal was filed May 14, 2025 by Bess McKay (attached) (“Appeal”). Staff notes that although the email received references “…emails from several residents…”, none were attached. The appeal generally notes the appellant’s objection to the project, and concerns about existing conditions and quality of life. In addition, the appellant provided photos that show the existing project from her backyard and trucks in the parking lot. Staff notes that the appellant’s home backs up to a wall separating her property from the Walmart delivery area. The appellant provided a more detailed list of points related to the appeal on June 10, 2025 (“Supplemental Submission”). All emails received by the City to date are included as attachments. Per Rohnert Park Municipal Code (RPMC) Section 17.25.125(C), the City Council may only consider the evidence before the Planning Commission as the Council’s review is not a de novo review. Under RPMC Section 17.25.125(D), the City Council may affirm, reverse or modify the decision of the Planning Commission. Ms. McKay’s appeal points from her Appeal dated May 14, along with the Supplemental Submission, are below with Staff’s response in italics. Basis #1: Objection to Project - The Appeal notes that it includes emails from several residents and the appellant who “object to the expansion as proposed.” Staff Analysis: The Appeal does not note any specific concerns that led to objection of the project and the emails referred to were not attached. The Planning Commission considered all evidence and approved the project in accordance with the City’s standard practice. Please also see the responses to Basis #4-#10 below regarding other concerns noted by the appellant. Basis #2: Concern About Existing Conditions – The Appeal notes that the appellant and other residents have “concerns about current existing conditions that may not be complied with.” Staff Analysis: The appeal does not describe the existing conditions with which the appellant and neighbors have concerns. As noted above, the Planning Commission considered all evidence and approved the project in accordance with the City’s standard practice. Please also see the response to Basis #6 below regarding existing compliance. Basis #3: Concern about Quality of Environment – The Appeal notes that the project has “reignited discussion among neighbors about the quality of our living environment.” Staff Analysis: The Appeal does not describe the discussion about quality of living environment or concerns about the Planning Commission’s actions with respect to quality of living environment. As noted above, the Planning Commission considered all evidence and approved the project in accordance with the City’s standard practice. Please also see the responses to Basis #4-10 below. Basis #4: Pedestrian Safety – The Supplemental Submission received from appellant on 6/10/2025 refers generally to “Pedestrian Safety” with no further discussion. Staff Analysis: It is unclear how the general statement about “Pedestrian Safety” relates to the Planning Commission’s action. In fact, the project improves public safety as the proposal includes upgraded sidewalks and ADA parking, new striping and new crosswalks, which would improve pedestrian safety. While the expansion would mean Walmart employees would continue to deliver online pickup to waiting vehicles, deliveries would be in the same area where auto parking is already provided and truck deliveries take place now. Further, the project is in an existing shopping center with an existing parking lot of standard configuration that accommodates pedestrians. ITEM NO. 8.A. 4935-5559-3042 v1 9 Basis #5: Traffic Congestion, Safety Concerns, and Truck Staging – The Supplemental Submission notes that the “area proposed for the online pickup zone is the second busiest in terms of traffic flow and truck activity.” Staff Analysis: The applicant submitted a traffic circulation plan of the area demonstrating adequate traffic flow. This was reviewed by City staff and raised no concerns. The Circulation Plan shows that while the truck circulation and the online pickup paths cross, the parking area for online pickup and the truck staging area are separate. Further the scheduled online pickup times would regulate the number of automobiles at any one time to reduce congestion and address potential safety concerns. Basis #6: Non-Compliance with Conditional Use Permit (CUP) – The Supplemental Submission notes that ongoing issues appear to be in violation of CUP conditions and may fall under California Civil Nuisance Code §3480, as well as potentially the local Residential Property Noise Ordinance. These concerns would be exacerbated by the addition of 17 proposed online pickup spaces, some of which are less than 2 feet from residential property lines.” Staff Analysis: Prior to the Planning Commission hearing, the only complaints received by the City related to Walmart since the granting of the 2013 CUP have been abandoned shopping carts, which were addressed by Walmart. California Civil Code §3480 defines a public nuisance as an activity or condition that affects an entire community or neighborhood, or a considerable number of people. The existing conditions at Walmart do not constitute a public nuisance. Since the Planning Commission hearing, staff has received complaints regarding truck deliveries occurring prior to the allowed delivery times. Staff has been monitoring the early morning situation and has found no evidence of deliveries occurring prior to 7 AM weekdays. However, Staff noted that there was a truck parked in the delivery area prior to delivery times and that a semi-trailer was parked at the loading dock. Staff reached out to Walmart, who took prompt action to address these issues. These complaints are not a public nuisance under Civil Code §3480. However, the Conditions of Approval placed on this project, including reduced delivery hours, would further address any potential negative impacts. Basis #7: Noise and Nuisance – The Supplemental Submission notes that current disturbances include idling delivery trucks and loud activities such as the movement of pallets and pallet jacks during early morning and late-night hours, which negatively impact our right to quiet enjoyment of our property. Staff Analysis: The noise study demonstrates that the delivery of products to Walmart and the presence of autos for online pickup would not violate Rohnert Park Municipal Ordinance noise limits. The Planning Commission also reduced the allowed delivery hours to address concerns regarding noise. Basis #8: Vehicle Emissions – The Supplemental Submission notes that it is reasonable to expect increased emissions from idling vehicles as customers are likely to keep engines running for climate control while waiting. Staff Analysis: The possible impacts of any idling vehicles waiting for online pickup would be de minimus. The pickup system requires a specific window of time for arrival. The applicant expects that the average time an auto is waiting would be 15 minutes. Basis #9: Existing Online Pickup Location –The Supplemental Submission notes that the current pickup area has 7 designated spaces but can support up to 12 or 13 vehicles. It is located adjacent to ITEM NO. 8.A. 4935-5559-3042 v1 10 the Fire Department and away from residential properties, in a part of the shopping center with minimal traffic. Staff Analysis: It is not clear how this argument relates to the proposed project. The current pickup area is in an area of the Center that has congested traffic due to proximity to the store’s main entrance. This area would be converted back to standard parking spaces. The pickup area would be moved to a more accessible location with easy access to the new dedicated storage and staging area. Basis #10 - Lack of Operational Data from Walmart – The Supplemental Submission notes that “Walmart was unable to provide average pickup volume, projected growth, or defined hours of operation for the proposed expansion.” Staff Analysis: Walmart provided operational data. The current online pickup window of 7 AM to 10 PM 7-days a week is not proposed to be modified. Further, the Traffic Circulation Plan contained in Sheet EX-2 of the plans submitted by the applicant on 2/10/2025 and included in the Planning Commission Packet (Attachment 3) shows anticipated additional trips to Walmart as a result of the additional space. However, these trips do not represent net additional trips for the plaza as a whole, as the retail spaces that Walmart is expanding into are existing, and as such any retail use would generate traffic. The applicant has also stated that they expect a maximum of 22 online pickup trips for the daily peak hours. Summary of Staff Analysis on Appeal - As described above, none of the basis for appeal submitted by the Appellant constitute grounds to overturn the decision of the Planning Commission. ITEM NO. 8.A. 4935-5559-3042 v1 11 Conditional Use Permit Amendment Findings The City Council is required to base its decision upon the same standards as those considered by the Planning Commission. Thus, the City Council must also consider and make the required CUP findings. Below are the findings required to approve the CUP amendment. The appellant has not submitted any evidence that would contradict the Planning Commissions’ findings for approval or provide a basis for reversing or modifying the findings. Finding #1: That the proposed location of the conditional use is consistent with the objectives of the zoning ordinance and the purpose of the district in which the site is located. Staff Analysis to Support Finding: The appellant has not submitted any information or evidence contradicting the Planning Commission’s finding that the CUP amendment meets this criteria. The proposed Walmart Neighborhood Market expansion is located within the C-N (Neighborhood Commercial) District, which allows a supermarket with a Conditional Use Permit (CUP). As evidenced by the application, supporting materials, including traffic circulation study and noise study, and written and oral testimony submitted at the hearing the amendment to the CUP as conditioned, is not anticipated to have an impact on the general appearance of the site and remains compatible with the existing development. Finding #2: That the proposed location of the conditional use and the conditions under which it would be operated or maintained will not be detrimental to the public health, safety, or welfare, or materially injurious to properties or improvements in the vicinity, and that the operation and maintenance of the conditional use will be compatible with the surrounding uses; Staff Analysis to Support Finding: The appellant has not submitted any information or evidence contradicting the Commission’s findings that the CUP amendment meets this criteria. The existing commercial market within the tenant space has been in operation since 2013 under Conditional Use and Site Plan and Architectural Review approval (PL2013-0003). The business has operated at this location without any known negative impacts to the surrounding residential properties or to other tenants within the Mountain Shadows Plaza. The analysis of the project, together with the traffic circulation and noise studies demonstrate that the project, as conditioned, will not be detrimental to the public health, safety or welfare or materially injurious to properties or improvements in the vicinity in that the expansion of the store does not add any additional retail area to the shopping center, and the change to the parking configuration will not have a negative impact on circulation, and that the noise will be within Rohnert Park Municipal Code noise standards per Section 17.12.030. Finding #3: The proposed conditional use will comply with each of the applicable provisions of this title. (RPMC Section 17.25.014) Staff Analysis to Support Finding: The appellant has not submitted any information or evidence contradicting the Commission’s findings that the CUP amendment meets this criteria. With conditions of approval, including reduced delivery hours, the proposed project will comply with all applicable provisions of the Zoning Ordinance. Per Section 17.06.060, supermarkets are a conditionally permitted use in the C-N (Neighborhood Commercial) District. As the applicant is requesting an amendment to an existing Conditional Use Permit, the project remains consistent with this requirement. Public Comment since Planning Commission Hearing At the writing of this report, staff has received eight comment letters after the Planning Commission hearing (attached). The comments are in opposition and are similar to the points raised in the appeal and in earlier emails that are included in the Planning Commission packet. ITEM NO. 8.A. 4935-5559-3042 v1 12 ENVIRONMENTAL ANALYSIS: This proposal is categorically exempt from the requirements of the California Environmental Quality Act CEQA Class 1 Section 15301 Existing Facilities. The project does not expand the footprint of the existing structures, as it expands an existing business into two currently existing spaces. The project is located in an existing developed shopping center and will not involve the addition of square footage. Further, there is no reasonable possibility that the proposed expansion will have a significant impact on the environment due to unusual circumstances under CEQA Guidelines Section 15300.2(c), as the project will take place in existing structures in an existing shopping center and there is no possibility of biological, cultural or other impacts. STRATEGIC PLAN AND COUNCIL GOALS/PRIORITIES ALIGNMENT: Community Quality of Life RECOMMENDATION AND ALTERNATIVES: The appellant has not submitted any evidence to support the reversal of the Planning Commission’s actions. At the hearing and upon reviewing all evidence and testimony, Council can consider adding or modifying Conditions of Approval. 1. Recommendation: Staff recommends that the Council adopt Resolution No. 2025-04, denying the appeal and approving a Conditional Use Permit Modification for the interior expansion of Walmart Neighborhood Marking into 4,969 square feet of existing retail space. The proposed expansion will include a condition limiting the hours for truck deliveries to mitigate potential impacts on nearby residents. 2. Alternatives: As an alternative, Council may direct staff to add conditions of approval, to return at a later date with a Resolution approving the appeal and denying the approval of the modified CUP for the proposed expansion, or to remand the application to the Planning Commission. If the appeal is approved and the Planning Commission action overturned, the original CUP would remain in effect. FISCAL IMPACT/FUNDING SOURCE: The continuing operation of a retail anchor in Mountain Shadows Plaza is expected to strengthen the economic vitality of the Plaza and the City as a whole. All development processing costs have been and will continue to be paid by the applicant through a project reimbursement agreement, ensuring that there will be no general fund burden associated with processing of the project. If approved, the project can be expected to provide new one-time revenue to the City to cover the cost of building plan check and inspection fees, impact fees, and General Plan maintenance fees. Code Compliance Approval Date: 06/26/2025 Department Head Approval Date: 06/26/2025 Finance Approval Date: N/A Human Resources Approval Date: N/A City Attorney Approval Date: 06/25/2025 City Manager Approval Date: 07/01/2025 ITEM NO. 8.A. 4935-5559-3042 v1 13 Attachments 1. Appeal letter and photos 2. Public comment received since Planning Commission hearing of 5/8/2025 3. Planning Commission packet of May 8, 2025 4. Planning Commission signed Resolution 2025-04 5. Council Resolution No. 2025-049, with Exhibit A - Applicants Design Package 1 Ratcliffe, Christina From: Sent:Tuesday, June 10, 2025 12:26 PM To:Ratcliffe, Christina; Subject:Walmart neighborhood Expansion Request EXTERNAL EMAIL Christina thanks for your time Below are bullet points related to the appeal filed 1.Pedestrian Safety 2.Traffic Congestion, Safety Concerns, and Truck Staging – The area proposed for the online pickup zone is the second busiest in terms of traffic flow and truck activity. 3.Non-Compliance with Conditional Use Permit (CUP) – Ongoing issues appear to be in violation of CUP conditions and may fall under California Civil Nuisance Code §3480, as well as potentially the local Residential Property Noise Ordinance. These concerns would be exacerbated by the addition of 17 proposed online pickup spaces, some of which are less than 2 feet from residential property lines. 4.Noise and Nuisance – Current disturbances include idling delivery trucks and loud activities such as the movement of pallets and pallet jacks during early morning and late-night hours, which negatively impact our right to quiet enjoyment of our property. 5.Vehicle Emissions – It is reasonable to expect increased emissions from idling vehicles as customers are likely to keep engines running for climate control while waiting. 6.Existing Online Pickup Location – The current pickup area has 7 designated spaces but can support up to 12 or 13 vehicles. It is located adjacent to the Fire Department and away from residential properties, in a part of the shopping center with minimal traffic. 7.Lack of Operational Data from Walmart – Walmart was unable to provide average pickup volume, projected growth, or defined hours of operation for the proposed expansion. In addition emails have been sent by myself and others either to the planning commission or city council. Including but not limited to 1. Bess McKay 2. Hugo Matta 3. Donald Jenkins 4. Jackie Whitright 2 5. Tracy Hampton 6. Timothy Connolly ( sent direct to Jackie Eldward) Please confirm if this is what you are looking for. Bess From: Bess McK Sent: Sunday, May 11, 2025 8:47 PM To: Giudice, Gerard <ggiudice@rpcity.org>; Sanborn, Emily <esanborn@rpcity.org>; Elward, Jackie <jelward@rpcity.org>; Rodriguez, Samantha <srodriguez@rpcity.org>; Piedra, Marcela <mpiedra@rpcity.org>; Lopez, Sylvia <slopez@rpcity.org>; Bess McK <herbessness@gmail.com> Subject: Appeal Planning Commission approval of Walmart Expansion EXTERNAL EMAIL Hello Council Members My name is Bess McKay and I live on Eleanor Ave and as such my home backs up to the truck delivery area for Walmart. My self and others attended the planning commission meeting on May 8th to speak about concerns of this expansion. Several of us are planning to attend the city Council meeting on 5/13. The vote was 4 to 1 and the conditional use permit was approved with one adjustment to the delivery times that have not yet taken effect. Concerns 1. Safety - Proposed relocation of Online order pick up to the back - this is the second busiest place in the shopping center for traffic. The busiest is the main parking lot . Trucks are coming through all day. They also often lineup as several trucks can arrive at the same time, this includes Walmart trucks as well as vendors such as bread, dairy, beer etc.. The current location of the online pick up is the least traveled and feels like a much safer place and in addition it is across from the fire station and not homes. In addition trucks are large and already are challenged pulling into the backlot adding cars waiting for orders can make this even more challenging. 2. Noise - I am concerned about the additional noise from cars, doors, carts and people . The sounds behind Walmart and our fence echo and these additional spaces will add to that and also can make our animals more anxious and prone to barking. 3. Running Autos/Trucks - if cars remain running additional emissions/pollutions will flow i nto our yards. This is in addition to the trucks that stay running during deliveries which can change the quality of our back yard experiences (this is also a noise issue when vehicles remain running as well) 4. Delivery hours - are currently 7-9 weekdays and 9-9 Weekends. This is often not complied with. I am attaching photos of two trucks on Saturday May 10th, parked in the back with no drivers in the vehicles or around. I took the photos shortly before 9 but they arrived at least 30 minutes earlier than that to the best of my knowledge. These photos are also a good example of a car trying to back out with trucks lined up and how tight this could be. In addition today 5/11 at 730 this morning there were already online pick ups occurring. I am unclear what the pickup hours are. Also Saturday morning there was a truck directly behind my house which I failed to take a photo of but is was 730ish and appeared to be an ECOlab truck which I believe provides pest services to walmart, though nto a delivery truck I would not expect to see them outside of the delivery hours. 5. Online pickup spots - there are approximately 12 spots currently of which 7 are noted for online pick. So why are 17 proposed for the new location. could designate all 12 for online pick up and keep it there. Walmart contests that the current spot is not safe for their employees and feel the new spot with crosswalks would be safer, but the traffic is much greater so I dont feel that is the case. The current online pick up spot could be redesig ned to better accommodate a pathway for safety for employees. Our Ask - That the conditional use approval be paused 1. Additional review for traffic safety with both cars and trucks coming and going 2. Additional noise review behind Walmart and the back wall. 3. When feasible - trucks and cars should turn off their engines for both noise and pollution reasons. 4. Understand the volume expected of online pick ups and what the expected growth is (Walmart reps were unable to answer that question at the planning commission.) Also re confirm the online pick up times as noted already in my email, I observed one at 730 am on Sunday morning. and saw bins in Walmart with an 8PM pick up time as well. 5. Two water/sewage issues in a one week time frame, Walmart and Starbucks , is there a larger issue, are you able to make public what occured 5. I would invite council members to come walk around the center to see the activity. I appreciate being able to provide public comment, I have additional photos if needed. Lastly I understand that the pick up service is necessary and allows our seniors, those with disabilities or young children the ability to shop with more ease. I just don't feel the location proposed is the best area for reasons already noted. I look forward to being able to speak during public comments about some of these items along with a few of my neighbors at the City Council Meeting. Bess McKay Eleanor Resident (for 25 years) From: donald jenkins Sent: Monday, May 12, 2025 12:01 PM To: Giudice, Gerard <ggiudice@rpcity.org>; esanborn@rocity.org; Elward, Jackie <jelward@rpcity.org>; sroriquez@rpcity.org; Piedra, Marcela <mpiedra@rpcity.org>; Lopez, Sylvia <slopez@rpcity.org>; herbessness@gmail.com Subject: WALMART EXPANSION AND REDESIGN EXTERNAL EMAIL CITY COUNCIL MEMBERS As a resident of Rohnert Park for over 50 years living on Eleanor Ave for that time, I have seen many changes to the retail area behind the residences on Eleanor Ave, some good some not so good. When I heard Walmart was going to occupy the supermarket space I was initially very positive. When Walmart did take over the space they redesigned the interior and added more retail space and took away the existing storage area which is when the problems started. I must add that a store like Walmart is much need and wanted on the north end of Rohnert Park, however changes should be addressed. 1. SAFETY- I was unable to attend the Planning Commission meeting because of illness, but what I seethe plan is to move the orders placed online for pick up would be moved from the West side of the building to the South East rear of the building with multiple parking spots for pick up. I also believe the plan is that would be the primary entrance for all the truck deliveries. If trucks are parked there for deliveries because of the new storage area a choked point has been created because of the minimal space at that location. Because of the congestion and truck and order pick up I believe a safety hazard has been created not resolved and would not be improved with a simple crossw alk. A modification to the foot traffic location on the west side (present location) would be a much safer option because, with my observation is mostly used by customer order pick up. 2. Noise- In the years I have lived behind the retail area and since Walmart has taken over that location The noise pollution and air pollution from trucks and the unloading has risen ten fold. A sound test was done for a 24 hour period, which is NOT a goo d sample size to get accurate readings. I suggested in a previous email a test should be at least a week long process 24 hours each day to get a better sample size. On a regular basis the diesel trucks park close to the border wall and leave there motor running having diesel fumes pore over the wall from the over the cab exhaust stacks. We simply ask that the noise pollution and air pollution and delivery time be observed and respected. I ask the City Council Members to take some time not to just look at t he blue prints, but to take a walk around the building and get a true perspective of what the changes might cause. I along with other residence of Eleanor Ave will attend the 5/13/25 Council meeting hoping you will hear our thoughts. Ms Elward as council for district 4, I would be happy to speak to you directly and I am sure others on Eleanor Ave would also. Thanks for Listening Don Jenkins From: Hugo Mata > Sent: Monday, May 12, 2025 2:12 PM To: Giudice, Gerard <ggiudice@rpcity.org>; Sanborn, Emily <esanborn@rpcity.org>; Elward, Jackie <jelward@rpcity.org>; Rodriguez, Samantha <srodriguez@rpcity.org>; Piedra, Marcela <mpiedra@rpcity.org>; Lopez, Sylvia <slopez@rpcity.org> Subject: Request for Additional Review, Consideration, and Appeal Process - Walmart Neighborhood Market Expansion (File No. PLUP24-0004) EXTERNAL EMAIL Dear Council Members, My name is Hugo Mata, and I live on Eleanor Avenue, with my home directly backing up to the truck delivery area for Walmart Neighborhood Market at 901 Golf Course Drive. I am writfng to formally request that the proposed expansion of Walmart’s operatfons be subject to additfonal review before it proceeds. Based on serious concerns regarding traffic safety, noise, and the overall impact on our community, I believe a more thorough evaluatfon is necessary to safeguard the interests of the residents, especially those like myself who are directly affected. Furthermore, should this project proceed despite these concerns, I respectiully request the right to appeal any decision made by the Planning Commission in fav or of the expansion. The issues raised in this letter directly impact my daily life and the well-being of other nearby residents, and I believe we are entftled to further input and recourse. Specifically, I am requestfng that Walmart and the Planning Commission address the following concerns: Comprehensive Traffic Safety Review The proposed pickup area is located in a high-traffic zone shared with delivery trucks. As a resident who lives in close proximity to this area, I am deeply concerned about the safe ty risks posed by increased vehicle and truck movements. I ask that Walmart work with the city to conduct a more thorough traffic safety review, assessing the risk to pedestrians, residents, and drivers, especially during peak hours. Additional Noise Impact Study As my home directly backs up to the delivery area, the noise from delivery trucks is already a significant issue, partfcularly during early mornings and late evenings. The expansion will likely exacerbate this problem. I request that Walmart conduct an additfonal, extended noise study that specifically evaluates the impact of delivery trucks, customer pickups, and related actfvitfes on the surrounding residentfal areas. This study should cover a period longer than a single day to fully capture the cumulatfve effect of increased actfvity. Turning Off Engines for Noise and Pollution Reduction To mitfgate the environmental and quality-of-life impacts, I strongly urge Walmart to implement a policy requiring trucks and cars to turn off their engines while idling in the backlot. This would reduce both noise pollutfon and harmful emissions, benefitfng both the environment and the well-being of residents like myself who live adjacent to the truck traffic. Clarification of Online Pickup Volume and Expected Growth At the Planning Commission meetfng, Walmart representatfves were unable to provide clear answers regarding the current volume of online pickup orders or future growth projectfons. I request that Walmart provide detailed informatfon about the current volume of online pickups and the expected growth in pickup orders at this locatfon. Furthermore, I have personally observed pickup actfvity as early as 7:30 AM on Sundays, and bins marked for 8:00 PM pickup. I request clarificatfon on the official hours of online pickup and whether these tfmes align with official store hours and guidelines. Sewage and Water Infrastructure Issues There have been recent water and sewage issues affectfng both Walmart and Starbucks at this shopping center. These issues, which occurred within the span of a single week, raise concerns about the conditfon and capacity of the center’s infrastructure. I request that the city provide any available informatfon about these incidents and whether they may signal larger, ongoing infrastructure issues that could be exacerbated by the proposed expansion. Site Visit by Council Members I would like to invite the Planning Commission and Council members to visit the site during business hours and at different tfmes of day to observe the current conditfons firsthand. This will allow you to witness the traffic, noise, and congestfon that residents like myself experience daily, and better understand the impact the expansion could have. Personal Appeal Lastly, I ask that you consider how you would feel if this type of expansion—with trucks, noise, and increased traffic—were happening directly in your own backyard, as it is for myself and my neighbors. How would you feel if the daily disturbances, safety risks, and environmental concerns were in your own home’s backyard? I am confident that you would not want such a significant change without proper consideratfon of the impacts on your own quality of life. I urge the Planning Commission and Walmart to address these concerns and provide the community with a more detailed plan before proceeding with the expansion. Should the expansion move forward despite these concerns, I respectiully request the right to appeal the decision in order to ensure that all community voices are heard and adequately considered. Thank you for your attentfon to these important matters. I look forward to your response. Sincerely, Dear City Council Members, I’m writing to express a growing concern shared by many residents in our neighborhood regarding the environmental and health-related impacts caused by the continuous idling of delivery trucks at the Walmart facility located directly behind our homes. This issue has persisted for quite some time and has increasingly diminished the quality of life for myself and my neighbors. Most of the delivery trucks servicing this Walmart remain idling for extended periods while waiting to dock—and even while parked at the loading bays. From early morning until late in the evening, the near-constant rumble of diesel engines fills the air. The sound is significantly amplified by the rear wall of the Walmart property, which was presumably intended to function as a sound barrier. Unfortunately, it seems to echo and project the noise directly into our homes and backyards, making it nearly impossible to enjoy any peace or quiet throughout the day. Even more alarming is the health risk posed by the diesel exhaust emitted by these idling trucks. These fumes release hazardous pollutants such as nitrogen dioxide, carbon monoxide, and fine particulate matter. On average, a single idling truck emits approximately 144 grams per hour of nitrogen dioxide and 8,224 grams per hour of carbon monoxide. Many of these trucks idle for anywhere from a half hour to several hours depending on their wait times. As residents living adjacent to the facility, we are exposed to these pollutants daily. This prolonged exposure is particularly troubling for children, the elderly, pets, and individuals like myself who suffer from respiratory conditions such as asthma or COPD. Additionally, we are concerned about the planned implementation of curbside pickup services at this location. While we understand the convenience this provides to shoppers, we anticipate that it will increase the frequency of truck deliveries and general vehicle traffic, further escalating both the noise and emissions affecting our community. We recognize the importance of logistics and delivery operations to business, but these should not come at the expense of public health and neighborhood livability. We believe there are practical and effective steps that can be taken to mitigate the issue, including: ● Enforcing a strict no-idling policy for trucks on site ● Modifying delivery scheduling to minimize wait times ● Conduct a noise study on the North facing properties on Eleanor Ave We respectfully urge the City Council to work with Walmart to implement these measures and take immediate action to protect the health and well-being of our community. Our neighborhood deserves clean air, peace, and the right to enjoy our homes without constant disruption or concern for our health. Thank you for your attention and commitment to the residents of Eleanor Avenue. Sincerely, Jessica Arguello Homeowner, Eleanor Avenue Hi, good evening, my name is Betty Eppley and I am a homeowner on Eleanor Ave. I would like to raise a serious traffic and safety concern at this Walmart location. Currently, delivery trucks are staged along the wall and must back into the docking port, creating a significant bottleneck in the area. This space is shared by multiple types of traffic, including pedestrian foot traffic, and routine delivery truck traffic. Now, with increased curbside pickup activity, I am particularly concerned about access routes for emergency vehicles. In addition to these safety concerns, the idling of delivery trucks waiting to dock contributes to unnecessary air pollution and increased emissions in an area frequently used by pedestrians, residents, and store employees. This not only impacts environmental quality but also presents a health concern, particularly for myself, an elder. The convergence of all these traffic types in a confined area raises substantial safety risks for both the public and workers, and hampers efficient movement. I respectfully urge the council to evaluate this situation and consider potential improvements to traffic management around the new curbside pickup and delivery truck traffic. Thank you. From: To:Public Comment Subject:Walmart Neighborhood Extension Date:Tuesday, June 24, 2025 12:50:04 PM Attachments: EXTERNAL EMAIL To Whom It May Concern, I am unable to attend the Planning Commission meeting scheduled for July 8, 2025, at 5:00 p.m., but I would appreciate your consideration of the attached letter expressing my opposition to the proposed Walmart Neighborhood Extension. Thank you for your time and attention. Sincerely, Karin Henderson Dear City Council and Planning Commission, 06/24/2025 My name is Karin Henderson, and I reside at , listed as “Emily” on your blueprints. I purchased my home in 2010 and have deep concerns about the proposed Walmart expansion for customer pickup services. The back gate of my home directly faces the planned exit point for pickup traffic. My bedrooms are upstairs, and the headlights from vehicles exiting the parking lot will shine straight into my bedroom windows. This, along with the expected increase in traffic noise—especially with pickups extending until 10:00 p.m.—will significantly disrupt the peace and quiet of my home. I'm also troubled by the traffic safety hazards. Many drivers ignore the stop sign at the corner and accelerate dangerously along that short stretch of Emily Avenue. I’ve frequently seen youth walking and biking in front of the barber shop, Campbell Chiropractor, and Patelco. The surge in vehicle activity from the pickup area poses a serious risk to their safety. Another issue is the congestion in the parking lot. Small delivery trucks are often parked in the area, making it challenging for large delivery trucks to maneuver. I've also observed large trucks idling on the roadside as they wait for their scheduled delivery windows at Walmart. These trucks not only contribute to noise and air pollution but also create potential hazards for pedestrians and other drivers. The proposed expansion would negatively impact my property value by increasing noise, pollution, and traffic near my home. I’m also worried about the future of the small local businesses—Mountain Shadow Barber and Campbell Chiropractor—that have been fixtures of our community for years. Even the neighboring business that provides facials and spa services would be affected, as their work requires a serene, low-noise environment. While I appreciate the convenience of having a nearby grocery store, I strongly oppose this proposed extension. I hope the Planning Commission carefully considers how this development will affect the lives of surrounding residents and the long-standing character of our community. Thank you for your time and consideration. Karin Henderson From: To:Public Comment Subject:Walmart neighborhood expansion Date:Monday, June 30, 2025 11:57:38 AM EXTERNAL EMAIL To whom it may concern, As a Rohnert Park home owner I would like to express my extreme displeasure on the recent vote to expand the current Walmart. We must, as a community, allow the mom and pop business a chance to thrive. Expanding Walmart does not accomplish this goal. The particular Walmart is in a neighborhood section. That area needs to keep the small town focus and putting in a larger Walmart is 100% against that goal. Keep the large Walmart out of neighborhood communities and let them relocate in the larger shopping areas in Rohnert Park. I beg you to keep the small neighborhoods alive for small entrepreneurs to fulfill their dreams and keep huge stores from taking over the many small shops in the neighborhood. Concerned citizen Mike Caulley Minutes of the Planning Commission Meeting of the City of Rohnert Park Thursday, May 8, 2025 6:00 P.M. 130 Avram Avenue, Rohnert Park 1. CALL TO ORDER AND ROLL CALL Chairperson Orloff called the regular meeting to order at 6:00 p.m. Present: Marc Orloff, Chairperson Fanny Lam, Vice-Chairperson Tramaine Austin-Dillon, Commissioner Tim Campbell, Commissioner Matthew Epstein, Commissioner Absent: None 2. READING OF THE LAND ACKNOWLEDGEMENT Read by Chairperson Orloff. 3. PLEDGE OF ALLEGIANCE Led by Chairperson Orloff. 4. PUBLIC COMMENT None. 5. CONSENT CALENDAR – ADOPTION OF MINUTES 5.1 Approval of the Draft Minutes of the Planning Commission Regular Meeting of April 10, 2025 ACTION: Moved/Seconded (Epstein-Campbell) to approve the Minutes of the Planning Commission Regular Meeting of April 10, 2025. Motion carried by the following 5-0-0 roll call vote: AYES: Lam, Orloff, Austin-Dillon, Campbell, Epstein; NOES: None; ABSENT: None. 6. AGENDA ITEM 6.1 PUBLIC HEARING – MODIFICATION TO A CONDITIONAL USE PERMIT – WALMART INTERIOR MODIFICATION File No. PLUP24-0004. Applicant/Owner: Bryan Spencer/Walmart Neighborhood Market. The Planning Commission considered a request for a modification of a Conditional Use Permit for an interior expansion into existing adjacent retail space of 4,969 square feet (CEQA-Exempt Under CEQA Guidelines Class 1 Section 15301 Existing Facilities), at the southeast corner of Golf Course Drive and Country Club Drive in the C-N (Neighborhood Commercial) District at 901 Golf Course Drive, APN 143-311-059 & 62. ACTION: Moved/Seconded (Epstein/Campbell) to approve Resolution 2025-04 with the correction of a typo in the findings from “San Rafael” to” Rohnert Park” and modification in paragraph 5 for delivery hours to be changed from 7 a.m. to 7 p.m. on weekdays and 9 a.m. to 7 p.m. on the weekends approving a Modification to a Conditional Use Permit for an interior expansion into adjacent retail space of 4,969 square feet. (CEQA – Exempt) . Motion carried by the following (4-1-0) roll call vote: AYES: Lam, Orloff, Campbell, Epstein; NOES: Austin-Dillon; ABSENT: None 7. ITEMS FROM PLANNING COMMISSION Commissioner Epstein expressed appreciation to the residents who attended the meeting and encouraged them to continue to attend future meetings. Commissioner Campbell expressed his appreciation to the Planning Department staff for the agenda item report and their assistance in answering his questions. Commissioner Austin-Dillon thanked the guests for their attendance at the meeting and how nice it was to see them in the audience. Commissioner Lam thanked Walmart and the representatives in attendance for investing in the City. She also thanked the guests for their attendance at the meeting. Commissioner Lam agreed with Commissioner Austin-Dillon that it is important for Walmart to provide outreach and communicate with the residents and public on any future projects. Commissioner Orloff would like a report from staff on the City’s sign ordinance and code enforcement program that is in place, which deals with the sign ordinance/issues. Director Giudice stated that this issue could be brought before the Commissioners as an informational item, along with Code Enforcement updates that have been brought before City Council as future agenda items. . 8. ITEM FROM DEVELOPMENT SERVICES STAFF Development Services Director Giudice stated that City Council study sessions on the budget were held on April 15th and 16th and would bring the budget before the Commissioners sometime in June. She gave an update on the Downtown, stating the City continues negotiations with the Developer. The project will require a tentative subdivision map and design review. The Director asked the Commissioners to inform staff of any upcoming vacations so that the meetings can be scheduled accordingly. Commissioner Lam asked about a timeline for the construction of the Downtown and would like the Developer to give the commercial businesses the same attention as the housing element of the development. Chair Orloff conveyed to staff that the City of Santa Rosa will not be moving forward with plans for a convention center. 9. ADJOURNMENT Chairperson Marc Orloff adjourned the Planning Commission Meeting at 7:18 p.m. _____________________________ ________________________________ Marc Orloff, Chairperson Clotile Blanks, Recording Secretary Page 1 City of Rohnert Park Planning Commission Report Meeting Date: May 8, 2025 Item No: 6.1 Prepared by: Brandi Caulfield West , Planning Consultant Agenda Title: PLUP24-0004, Modification to a Conditional Use Permit – Walmart interior expansion (CEQA – Exempt Under CEQA Guidelines Class 1 Section 15301 Existing Facilities) Location: 901 Golf Course Drive, APN 143-311 -059 & 62 GP/Zoning: Commercial/C-N: Neighborhood Commercial District Applicant/Owner: Bryan Spencer on behalf of Walmart Neighborhood Market RECOMMENDED ACTION: Staff recommends that the Planning Commission adopt Resolution No. 2025-04, approving a Conditional Use Permit Modification for the interior expansion of Walmart into 4,969 square feet of existing retail space. The proposed project is located at 901 Golf Course Drive within the Mountain Shadows Plaza. The site is located in the C-N (Neighborhood Commercial) District. Figure 1: Location Map BACKGROUND: The proposed project is located on a 4.28-acre parcel within the eastern portion of the City, within the Mountain Shadow Shopping Plaza—a commercial center primarily characterized by retail establishments, restaurants, and surrounded by residential neighborhoods. Walmart serves as the anchor tenant of the commercial center. The existing Walmart Neighborhood Market occupies a 33,411-square-foot building and currently operates under Conditional Use Permit (CUP) and Site Plan and Architectural Review (SPAR) PL2013-003UP/SR, approved on February 28, 2013. Page 2 PROJECT DESCRIPTION: The proposed project involves the addition to the existing store by expanding into adjacent existing retail space. The additional area (4,969 square feet) will accommodate storage and staging of merchandise for customer pick-up, a new employee break room, a training office, and employee restrooms. The proposed project includes site improvements in two areas of the parking lot. The first area, located south of the expansion space, will include upgrades to the existing ADA-accessible parking, pavement maintenance (mill and overlay), new striping, crosswalks, and signage for 17 dedicated pickup stalls. The second area, located in the northern area of the site, will include similar ADA improvements and updated crosswalk striping. The project also includes new signage, which has been approved under Sign Permit No. PLSI25-003. The proposed project does not include any significant exterior modifications and therefore does not require an amendment to the SPAR. Minor exterior changes include the installation of new signage, a pickup parking sign on the front façade, replacement of the address sign, and refreshed exterior paint consistent with the color palette approved under PL2013-0003. Additional improvements include a variety of interior upgrades such as lighting, new restroom fixtures, electrical equipment, interior paint, and refrigeration systems. Interior improvements will be processed under a building permit for tenant improvements and will include the demolition of the existing pharmacy and the construction of a new pharmacy area. The new pharmacy will include a dedicated restroom for pharmacy staff, a storage area, and a health services room designed to provide privacy for pharmacist consultations. Additional improvements will consist of various interior upgrades, including a new restroom located near the entrance, a private mothers’ room, and the integration of the 4,969 square feet of expanded floor area. Figure 2: Proposed Floor Plan (Expansion area highlighted in red) Page 3 ANALYSIS: Proposed Floor Plan The proposed project will expand the existing store by incorporating 4,969 square feet from the adjacent retail building to the east. This expansion includes Suites 977 (2,517 square feet) and 979 (1,516 square feet), which are currently vacant, along with Suites 995 and 997, which together make up the remaining square footage. As shown in Figure 3 of the proposed floor plan, the expanded area will be designated exclusively for staff use. Tenant improvements will include the construction of a new employee breakroom, restrooms, a moth- ers’ room, training rooms, offices, and storage space for online order staging and pickup. The area will be accessible only to employees. For online order pickups, staff will retrieve the order from the storage area, exit through a rear door to deliver the item to the customer, and then re-enter the store through the same expanded area once the delivery is complete. Figure 3: Proposed Addition Floor Plan To improve accessibility, the mother’s room is located near the door in the main store area, allowing easy public access. To accommodate this change, the office space originally located in the main store has been moved to an annexed area. The existing employee breakroom, currently located adjacent to the pharmacy, will be reconfigured as part of the interior improvements. The pharmacy will also be modified to include a dedicated pharmacy staff restroom, additional storage, and a health services room to provide greater privacy during pharmacist con- sultations. Page 4 Operations The store's business hours will remain the same from 6:00 a.m. to 11:00 p.m., seven (7) days a week. Op- erational conditions have been implemented to minimize potential impacts on surrounding uses, particu- larly adjacent residential properties. These include deliveries between the hours of 7:00 a.m. and 9:00 p.m. on weekdays and 9 a.m. to 9 p.m. Additionally, the use of trash compactors and the placement of materials in the recycling and pallet storage areas continue under the same procedures approved with the original project. Exterior Changes The proposed project does not include any significant exterior modifications and therefore does not require an amendment to the SPAR. Exterior changes to the building are de minimus and consist of refreshed paint, new signage, designated pickup parking stalls, and minor upgrades to ADA parking and crosswalk striping. The proposed paint colors will remain compatible with the existing Mountain Shadows Plaza Sign Program and are consistent with the color palette approved under PL2013-003. No modification to the ex- isting parking lot landscaping is proposed. Parking There is no change of use and no additional square footage being added to the Center; therefore, no additional parking is required. The required parking ratio for a shopping center is one (1) space per 300 square feet of floor area. The subject shopping center contains a total of 77,751 square feet of floor area, resulting in a parking requirement of approximately 259 spaces. A total of 376 parking spaces are currently provided on-site. Page 5 Figure 4: Reconfigured Pick-up Parking Site Plan Pick-up Parking Seventeen of the existing parking stalls are proposed to be used for designated pickup stalls. Directional signage will be installed throughout the site to guide customers efficiently to the pickup location. Customers will place orders online and select a preferred pickup date and time from available appointment slots, minimizing congestion and ensuring efficient operation. Upon arrival, customers will check in via the Walmart mobile application and enter their assigned stall number. A store associate will then deliver the order directly to the customer’s vehicle. Customers will remain in their vehicles throughout the process, with each pickup anticipated to take no longer than 15 minutes. No amplified music or customer notification systems will be used as part of the pickup operation. Delivery trucks servicing the store will continue to access the site from the south end of the building, where unloading activities currently take place. As shown in the traffic circulation plan (attached), a shared access area exists at the south end of the store where delivery and customer traffic intersect. This circulation pattern is currently in operation and will remain unchanged under the proposed project. All truck deliveries and access to the rear of the Walmart building are restricted to the hours of 7:00 a.m. to 9:00 p.m. on weekdays and 9:00 a.m. to 9:00 p.m. on weekends, by the conditions of approval established under Planning Commission Resolution No. PL2013-003. Page 6 Noise The City of Rohnert Park regulates environmental noise through policies established in the Rohnert Park General Plan 2040 and through enforceable standards in the Rohnert Park Municipal Code. The General Plan’s Noise Element provides goals, policies, and guidelines aimed at protecting residents and sensitive land uses from excessive or prolonged noise exposure. In support of these objectives, Municipal Code Section 17.12.030 sets forth quantitative noise standards that govern acceptable noise levels across various zoning districts and land use categories. Given the project site's proximity to residential areas located to the east and south, staff requested that the applicant prepare a noise study (attached) to assess potential impacts. The study showed that there will be no significant impacts and that all noise levels are within the Rohnert Park noise standards. Operational Noise The project proposal includes an expansion of the existing commercial store and the addition of designated pickup parking operations. The highest projected peak hour activity would generate noise levels of approx- imately 39.8 dBs at a distance of 50 feet from the parking lot. Parking lot activity would occur within the existing surface parking area on the project site. This is below the maximum allowed noise standard of 70 dBs during the day and 60 dBs during the evening. The nearest sensitive receptors include single-family residences located approximately 45 feet to the south and multi-family residences located approximately 85 feet to the east of the proposed pickup parking area. At these distances, estimated noise levels from peak-hour vehicle activity are approximately 40.7 dBA and 35 dBA. These levels are below the City’s maximum allowable noise threshold for residential uses. Parking lot noise currently occurs as part of ongoing operations at the existing Walmart and surrounding commercial uses. The projected parking lot noise would be consistent with existing ambient noise levels in the area. Construction Noise The majority of the proposed construction will be interior improvements. The installation of signage for the new Pick-up Parking and the other parking lot improvements is the only outdoor construction noise. Construction noise is typically intermittent and varies depending on the specific construction phase and equipment used. Construction equipment generally operates in cycles, with periods of full-power operation lasting one to two minutes, followed by three to four minutes at lower power settings. In accordance with Rohnert Park Municipal Code (RPMC) Section 9.44.120, construction activities would be limited to the hours of 8:00 a.m. to 6:00 p.m. Mechanical Equipment The project includes the installation of one additional rooftop HVAC unit on the existing retail building proposed for expansion. The nearest sensitive receptors—single-family residences to the south—are lo- cated approximately 80 feet from the closest rooftop mechanical equipment. According to the noise study, at this distance, noise levels generated by the HVAC unit are not expected to exceed 47.9 dBA at the near- est residential property, well below the maximum City standards. Page 7 FINDINGS: The use of the existing building has been approved; therefore, this analysis focuses on the proposed changes and the consistency with the City’s standards and guidelines. The recommended Conditions of Ap- proval include the relevant Conditions imposed on the original project, and additional Conditions to ensure the following findings can be made. The review of the project is also guided by RPMC Section 17.25.014, factors to consider/conditions. The applicant has requested a minor modification to the existing Walmart, providing economic enrichment for the surrounding area. Factors to consider include: A. That the proposed location of the conditional use permit amendment is in accord with the objectives of the zoning ordinance and the purposes of the district in which the site is located. Criteria Satisfied. The proposed project is located within the C-N (Neighborhood Commercial) District, which allows for the proposed modification of an existing CUP with approval of a modification. The changes are not expected to have an impact on the general appearance of the site and are compatible with the existing development. B. That the proposed location of the conditional use and the conditions under which it would be operated or maintained will not be detrimental to the public health, safety, or welfare, or materially injurious to properties or improvements in the vicinity, and that the operation and maintenance of the conditional use will be compatible with the surrounding uses. Criteria Satisfied. The existing commercial market within the tenant space has been in operation since 2013 under Conditional Use and Site Plan and Architectural Review approval (PL2013- 0003). The business operated at this location without any known negative impacts to the surrounding residential properties or to other tenants within the Mountain Shadows Plaza Center. The analysis of the project, together with the traffic circulation and noise studies demonstrate that the project, as conditioned, will not be detrimental to the public health, safety or welfare or materially injurious to properties or improvements in the vicinity in that the expansion of the store does not add any additional retail area to the shopping center, the change to the parking configuration will not have a negative impact on circulation and that the noise will be within San Rafael standards. C. That the proposed conditional use will comply with each of the applicable provisions of this Title. Criteria Satisfied. With recommended conditions of approval, the proposed project will comply with all applicable provisions of the Zoning Ordinance. Per Section 17.06.060, supermarkets are a conditionally permitted use in the C-N (Neighborhood Commercial) District. As the applicant is requesting an amendment to an existing Conditional Use Permit, the project remains consistent with this requirement. ENVIRONMENTAL DETERMINATION: This proposal is categorically exempt from the requirements of the California Environmental Quality Act CEQA Class 1 Section 15301 Existing Facilities. No further action is required regarding environmental review. PUBLIC NOTIFICATION: This item has been duly noticed by the publication in the Community Voice for the Conditional Use Permit Modification and posted at the prescribed locations in Rohnert Park. Property owners, businesses, and Homeowners Associations within 300 feet of the project were mailed notices of the proposed application. Planning Manager Approval Date: May 2, 2025 Page 8 Attachments: 1. Planning Commission Resolution No. 2025-04 recommending approval of Walmart Conditional Use Permit amendment 2. Planning Commission Resolution 2013-12 3. Attachment A – Applicant Submittal Package 4. Attachment B – Circulation Plan 5. Attachment C – Noise Study 6. Attachment D – Public Comment ATTACHMENT 1 PLANNING COMMISSION RESOLUTION NO. 2025-04 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ROHNERT PARK APPROVING THE MODIFICATION TO A CONDITIONAL USE PERMIT FOR AN INTERIOR EXPANSION OF 4,969 SQUARE FEET TO AN EXISTING WALMART NEIGHBORHOOD MARKET AT MOUNTAIN SHADOWS PLAZA CENTER AT 901 GOLF COURSE DRIVE (APN 143-311-059 & 63) WHEREAS, the applicant, Bryan Spencer, for Wal-Mart Neighborhood Market, filed Planning Application No. PLUP24-0004 requesting a modification to Conditional Use Permit PL2013-003UP/SR to allow Walmart Neighborhood Market located in the Mountain Shadows Plaza located at 901 Golf Course Drive (APN143-311-059 & 062), in accordance with the City of Rohnert Park Municipal Code; and WHEREAS, Planning Application No. PLUP24-0004 was processed in the time and manner prescribed by State and local law; and WHEREAS, public hearing notices were mailed to all property owners, Home Owners Associations, and businesses within a 300-foot radius of the subject property and to all agencies and interested parties as required by California State Planning Law, and a public hearing notice was published in the Community Voice, for a minimum of 10 days prior to the first public hearing; and WHEREAS, on May 8, 2025, the Planning Commission held a duly noticed public hearing at which time interested persons had an opportunity to testify either in support or opposition to the proposal; and WHEREAS, the Planning Commission has reviewed and considered all testimony and arguments, if any, of all persons desiring to be heard, and the Planning Commission considered all the facts related to Planning Application No. PLUP24-0004 for Walmart Neighborhood Market; NOW, THEREFORE, BE IT RESOLVED that the Planning Commission of the City of Rohnert Park does resolve, determine, and order as follows: Section 1. The above recitations are true and correct. Section 2. Factors considered. The Planning Commission, in approving Planning Application No. PLUP2025-04 makes the following findings, to wit: A. That the proposed location of the conditional use permit is in accord with the objectives of the zoning ordinance and the purposes of the district in which the site is located. Criteria Satisfied. The proposed project is located within the C-N (Neighborhood Commercial) District, which allows for the proposed modification of an existing CUP with approval of a modification. The changes are not anticipated to have an impact on the general appearance of the site and are compatible with the existing development. Reso 2025-04 B. That the proposed location of the conditional use permit and the conditions under which it would be operated or maintained will not be detrimental to the public health, safety, or welfare, or materially injurious to properties or improvements in the vicinity, and that the operation and maintenance of the conditional use will be compatible with the surrounding uses. Criteria Satisfied. The existing commercial market within the tenant space has been in operation since 2013 under Conditional Use and Site Plan and Architectural Review approval (PL2013-0003). The business has operated at this location without any known negative impacts to the surrounding residential properties or to other tenants within the Mountain Shadows Plaza Shopping Center. The analysis of the project, together with the traffic circulation and noise studies demonstrate that the project, as conditioned, will not be detrimental to the public health, safety or welfare or materially injurious to properties or improvements in the vicinity in that the expansion of the store does not add any additional retail area to the shopping center, the change to the parking configuration will not have a negative impact on circulation and that the noise will be within San Rafael standards. C. That the proposed conditional use will comply with each of the applicable provisions of this Title. Criteria Satisfied. With staff-recommended conditions of approval, the proposed project will comply with all applicable provisions of the Zoning Ordinance. Per Section 17.06.060, supermarkets are a conditionally permitted use in the C-N (Neighborhood Commercial) District. As the applicant is requesting an amendment to an existing Conditional Use Permit, the project remains consistent with this requirement. Section 3. Environmental Clearance. The project is categorically exempt from the California Environmental Quality Act, Article 19, Section 15301 (Existing Facilities). NOW THEREFORE BE IT RESOLVED that the Planning Commission does hereby approve Planning Application No. PLUP24-0004 subject to the following conditions: 1. The Conditional Use Permit Amendment approval shall expire one year from the Planning Commission approval date, unless prior to the expiration, an application for a building permit is filed and an extension is requested and approved. All applicable provisions of the City of Rohnert Park Municipal Code are made a part of these conditions of approval in their entirety, as if fully contained herein. 2. The violation of any condition listed herein shall constitute a nuisance and a violation of the RPMC. In conformity with Chapter 1.16 of the RPMC, a violation of the RPMC may be an infraction or a misdemeanor and shall be punishable as provided by law. In addition to criminal penalties, the City may seek injunctive relief. The Applicant agrees to pay for all attorney’s fees and costs, including, but not limited to, staff time incurred by the City in obtaining injunctive relief against the Applicant as a result of a failure of the Applicant to fully perform and adhere to all of the Conditions of Approval. Reso 2025-04 3. The Applicant agrees to defend, indemnify, hold harmless and release the City of Rohnert Park, its agents, officers, attorneys and employees from any claim, action or proceedings brought against any of the above, the purpose of which is to attack, set aside, void, or annul the approval of this application or certification of the environmental document which accompanies it. This indemnification obligation shall include but not be limited to, damages, costs, expenses, attorneys’, or expert witness fees that may be asserted by any person or entity, including the Applicant, whether or not there is concurrent passive or active negligence on the part of the City, its agents, officers, attorneys or employees. 4. There shall be no outside display of prices, banners, flags or other attention getting devices on the property relating to the supermarket unless the required permits are obtained. 5. All truck deliveries and truck access to the rear of the supermarket shall be restricted to the hours of 7 a.m. to 9 p.m. on week-days and 9 a.m. to 9 p.m. on week-ends. 6. Truck trailers shall not be stored on site. They shall only be in the truck dock while being unloaded. 7. There shall be no exterior coin operated machines or other retail displays on the exterior of the building with the exception of the propane tank enclosure on the west side of the building. 8. All exterior signs shall be subject to Development Services Staff review prior to issuance of a sign/building permit. 9. The trash compactor shall not be operated prior to 7 a.m. or after 9 p.m. 10. The trash and recycling enclosure including the walls, gates and roof structure shall be painted to match the colors of the market building. 11. All new rooftop equipment shall be located as far from the rear building wall as feasible. 12. The signage shown on the front building elevation on the attached Design Plan set is for illustration purposes only and not part of this approval. All signage for the supermarket shall be approved by the Development Services Department under a separate permit prior to issuance of a building permit. 13. Employees shall park in the spaces designated for employee parking or close as possible to those spaces. 14. The hours of the supermarket shall not be earlier than 6 a.m. or later than 11 p.m. 15. The use of the recycling bin area shall be restricted to the hours of 7 a.m. to 9 p.m. 16. No amplified sound shall be used in association with the grocery pickup operation, including music, announcements, or other audio intended for customers. All communication with customers during pickup shall be conducted without the use of loud speakers, public address systems, or similar amplified devices. Reso 2025-04 17. The exterior repainting of the building shall match and maintain the same color scheme as previously approved under Resolution No. 2013-12 and as shown on the Mountain Shadows Plaza color board. 18. Applicant shall coordinate with Development Services Department on placing of the construction staging area prior to issuance of building permit. The staging area shall not be located behind the store. 19. Show fire lanes on plans and ensure construction does not interfere with existing fire lanes. 20. Ensure fire lanes are marked appropriately per Rohnert Park Information Bulletin 003-2020. 21. Cloud all corrections on plans and provide a comment letter to Rohnert Park Fire Department addressing comment 19 & 20. 22. Stockpiling of dirt, rock, sand, gravel, aggregate or clay in quantities of 50 cubic yards or less shall not exceed a period of ten days. If stockpiling exceeds this limit, or if more than 50 cubic yards of material is moved, a grading permit shall be required. BE IT FURTHER RESOLVED that the said action shall not be deemed final until the appeal period has expired and that the appeal period shall be ten (10) working days from the date of said action. No building permits shall be issued until the appeal period has expired, providing there are no appeals. DULY AND REGULARLY ADOPTED on this 8th day of May, 2025 by the City of Rohnert Park Planning Commission by the following vote: AYES:_____ NOES:_____ ABSENT:_____ ABSTAIN:_____ AUSTIN-DILLON____ EPSTEIN____ LAM____ ORLOFF____ CAMPBELL____ Attest: ________________________________ Clotile Blanks, Recording Secretary Attachments: 1. Exhibit A – Applicant's Design Package PLANNING COMMMISSION RESOLUTION NO. 2013-12 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ROHNERT PARK, CALIFORNIA, APPROVJNG CONDITIONAL USE PERMIT, SITE PLAN AND ARCHITECTURAL REVIEW FOR A SUPERMARKET IN MOUNTAIN SHA WDOWS PLAZA SHOPPING CENTER AT 901 GOLF COURSE DRIVE (APN 143-311-059) (Joe Vellutini for Mountain Shadows Plaza) WHEREAS, the applicant, Joe Vellutini for Mountain Shadows Plaza, filed Planning Application No. PL20 l 3-003UP/SR for Conditional Use and Site Plan and Architectural Review approval to allow a super market in Mountain Shadows Sbopping Center located at 901 Golf Course Drive (APN 143-311-059), in accordance with the City of Rohnert Park Municipal Code; WHEREAS, Planning Application No. PL2013-003UP/SR was processed in the time and manner prescribed by State and local law; WHEREAS, public hearing notices were mailed to all property owners within a 300 foot radius of the subject property and to all agencies and interested parties as required by California State Planning Law, and a public hearing notice was published in the Community Voice for a minimum of 10 days prior to the first public hearing; WHEREAS, on February 28, 2013, the Planning Commission reviewed Planning Application No. PL2013-003UP/SR during a scheduled public meeting at which time interested persons had an opportunity to testify either in support of or opposition to the project; and, WHEREAS, at the February 28, 2013, Planning Commission meeting, upon hearing and considering all testimony and arguments, if any, of all persons desiring to be heard, the Planning Commission considered all the facts relating to Planning Application No. PL2013-003UP/SR; NOW, THEREFORE, THE PLANNING COMMISSION OF THE CITY OF ROHNERT PARK DOES RESOLVE, DETERMINE AND ORDER AS FOLLOWS: Section 1. That the above recitations are true and correct. Section 2. Factors considered. The Planning Commission, in approving Planning Application No. PL2013-003UP/SR makes the following factors, to wit: A.That the proposed location of the conditional use and improvements is in accord with the objectives of the zoning ordinance and the purposes of the district in which the site is located. Criteria Satisfied. The proposed location is within the C-N Neighborhood Commercial District that allows for a Supermarket subject to Conditional Use Approval. The general appearance and proposed improvements is compatible with existing development. ATTACHMENT 2 kimley-horn.com 1100 Town and Country Rd Suite 700, Orange, CA 92868 714 939 1030 April 25, 2025 Walmart 2468 Remodel/Adjacent Space Takeover 901 Golf Course Dr Rohnert Park, CA 94928 Project Description The existing Walmart Neighborhood Market is 33,411 square feet and operates pursuant to Conditional Use Permit, Site Plan and Architectural Review PL2013-003UP/SR, approved on February 28, 2013. The proposed project will expand the existing store through the takeover of 4,969 square feet of the adjacent retail building to the east. The intended use of the adjacent takeover area is the storage, staging and dispensing of retail merchandise ordered by customers on-line for pickup at the store, new breakroom area, new training room, and employee restrooms. The proposed project includes sitework improvements in the parking lot in two locations. The first location will be to the south of the takeover area and will include improvements and updates to the existing ADA accessible parking space, mill and overlay, new striping and signage for dedicated pickup spaces and new crosswalks. The second location will be to the north of the takeover and will include improvements and updates of the existing ADA accessible parking spaces/path of travel and updated crosswalk striping. The dedicated pickup area will include 17 stalls with proposed pickup signage at each stall. A customer will place their order online and then select a pickup date and time, limiting selection to only available times to not overcrowd the pickup area. Once the customer arrives and parks at a pickup space at their selected date and time, they will let the store know they’ve arrived through Walmart’s app and type in which pickup space number they are parked at. A store associate will then bring the order out to the customer’s car and load it. The customer does not need to leave their car for this process and is expected to be parked in a pickup space for a maximum of 15 minutes. The proposed pickup area is in an area of the parking lot that is currently underutilized and will separate pickup customers from customers doing in-store shopping. The shopping center property owner is in agreement with placing the pickup parking stalls in this location. The proposed project will require a modification to the existing Conditional Use Permit, Site Plan and Architectural Review PL2013-003UP/SR to allow for the adjacent space takeover and related improvements outlined above. Attachment A kimley-horn.com 1100 Town and Country Rd Suite 700, Orange, CA 92868 714 939 1030 Operating Hours/Employees - Operating Hours: Mon – Sun | 6am – 11pm - Employees: 103 Employees Existing Space Uses: - Suite 901: Existing Walmart Neighborhood Market (33,407 SF) - Suite 977: Vacant (2,517 SF) - Suite 979: Vacant (1,516 SF) - Suite 995: Campell Chiropractic (586 SF) - Suite 997: Mountain Shadows Barber Shop (350 SF) Proposed Space Uses: - Suite 901: Existing Walmart Neighborhood Market (33,407 SF) - Suite 977, 979, 995, and 997: Proposed Walmart Neighborhood Market takeover of adjacent tenant space (4,969 SF) o Breakroom (673 SF) o Training Room (138 SF) o Pickup Storage Area (3,056 SF) o Hallway and Toilet (1,102 SF) Civil Scope of Work DEMOLITION: - Remove existing asphalt paving, truncated domes, curb and gutter, and concrete sidewalk as part of ADA improvements - Remove existing online grocery pickup signage - Remove existing accessible signage and striping PROPOSED: - 4,969 SF takeover of adjacent tenant space - Proposed asphalt paving, curb and gutter, and concrete sidewalk to ensure ADA compliance - 17 online pickup order parking stall striping and signage - Proposed accessible parking stall striping and signage - Mill and overlay for accessible parking stall areas to ensure ADA compliance - Refresh stop bars, directional arrows and crosswalk striping Architectural / MEP Scope of Work DEMOLITON - Pharmacy o Remove existing pharmacy millwork, walls, equipment to be replaced with new - Tenant Extension o Remove existing interior walls in new tenant space take over o Remove existing flooring and finish in tenant space. (ACT ceiling to remain) o Remove existing RTU from roof. kimley-horn.com 1100 Town and Country Rd Suite 700, Orange, CA 92868 714 939 1030 o Remove existing sprinklers o Sawcut and trench existing slab as shown on slab for new plumbing lines. o Existing Toilet to remain o Sawcut opening in Masonry Wall for new Sliding door - Restrooms o Remove existing toilet partitions in restrooms for installation of new finishes - Breakroom o Remove existing breakroom equipment, millwork, and walls - Sales Floor o Remove existing VCT Tile throughout sales floor o Remove/relocate existing checkout equipment o Remove/Relocate existing sales fixtures (See racking plans) - Exterior o Remove existing Neighborhood Market Sign and Pharmacy sign PROPOSED - Pharmacy o Install temporary pharmacy while new pharmacy is being installed. Temporary pharmacy to be removed once new pharmacy can be secured. o Installation of new modular wall panels for interior expansion of pharmacy o Install new Pharmacy Toilet space with metal stud and gyp board walls o Installation of new Pharmacy millwork and equipment o Installation of new Health Servies Room with metal stud and gyp board walls. o Installation of new Lighting and Electrical outlets o Installation of new Restroom Vent at new Pharmacy Restroom o Paint walls and replace finishes throughout space - Tenant Extension o Partition off spaces with metal stud and gyp board for new Breakroom, Training Room, Assistant Manager’s office, Toilet, Mother’s room. o Install new Millwork and fixtures in new Breakroom o Install new Millwork in new Training and Assistant Manager’s office o Install new Fixtures in new Toilet Room o Clean and repair existing fixtures in existing toilet room o Install new 5’-0” Max high racking in pickup space o Install new Refrigerated Cases o Install new RTU o Install new RCUs for refrigerated cases o Adjust Ceiling height to be 8’-6” throughout. o Install new Surface mounted sliding door on exterior face of CMU over new masonry opening o Install new electrical equipment to service extension area o Install new lights, ducts, ceiling vents, and sprinklers in ACT Ceiling o Patch and repair above ceiling insulation to match existing kimley-horn.com 1100 Town and Country Rd Suite 700, Orange, CA 92868 714 939 1030 o Install blackout film on all windows within pickup space o Replace hardware on exterior doors. See plans and specs. Some doors to remain operable some doors are to be closed off. - Restrooms o Install new Wall tile in both restrooms o Install new Sealed Concrete Overlay flooring in restrooms o Clean and reinstall existing plumbing fixtures after finishes have been installed o Install new Metal Restroom Partitions as shown on plans o Install new equipment including paper towel dispensers, hand dryers, and baby changing tables. o Install Ceramic Tile flooring in Family Toilet o Install new Lighting in ceiling - Sales o Install/Relocate Front End Checkout fixtures and millwork o Install new Rubber flooring and transitions at exterior entrances. o Refinish interior walls and columns per Walmart branding guidelines o Install new Produce Scales. o Relocate existing service equipment kiosks on front wall. o Refinish existing customer service millwork o Install new monitors on back wall of customer service o Install new millwork in AP Office o Update lighting in Deli/Bakery o Update lighting in Produce/Grocery area - Exterior o Install new Walmart Rohnert Park Market Sign on front façade o Install new Pickup sign on Front façade o Install new Pharmacy sign on front façade o Replace existing address sign with new o Paint exterior surfaces per Walmart Brand guidelines o Install new Bollards at front customer entrances o Install new concrete stoop and apron at new masonry opening. o Replace existing concrete wall caps with metal screen wall caps. VAN VANVAN VANVAN VANELEANOR AVE···················GOLF COURSE DREMILY AVE COUNTRY CLUB DR PARKING INFORMATION NOTES:(1) USABLE FLOOR AREA IS PER INFORMATION SHOWN ON ORIGINAL SITE PLAN SHEET.(2) EXISTING PARKING COUNTS ARE BASED ON ORIGINAL CONSTRUCTION PLANS AND A REVIEW OF AVAILABLE AERIAL PHOTOGRAPHS.(3) PARKING SPACES OCCUPIED BY CART CORRALS HAVE BEEN EXCLUDED FROM THE PARKING COUNTS AND PARKING RATIOS.(4) THE VAN STALL COUNT IS INCLUDED IN THE ADA PARKING STALLS PROVIDED COUNTWALMART PARKING INFORMATIONWALMART BUILDING INFOAHJ PARKINGREQUIREDWALMARTPARKINGREQUIREDREGULAR PARKINGSTALLS PROVIDEDOPD PARKING STALLSPROVIDEDADA PARKING STALLSPROVIDED (VAN)CART CORRAL STALLSPROVIDEDTOTAL STALLSPROVIDEDTOTALAHJ PARKING RATIOTOTALWALMARTPARKING RATIOWALMARTBUILDING SF (1)SPACES SPACESSPACES (2,3) SPACES (2,3) SPACES (2,3,4) SPACES (2,3) SPACES (2,3) SPACES (2,3) SPACES (3)EXISTING33,411 SF112 SPACES 134 SPACES11146(1)61213.62 SP / 1,000 SF 3.62 SP / 1,000 SF(3.33 SP / 1,000 SF)(4 SP / 1,000 SF)PROPOSED38,380 SF128 SPACES 134 SPACES112177(2)61363.54 SP / 1,000 SF 3.54 SP / 1,000 SF(3.33 SP / 1,000 SF)(4 SP / 1,000 SF)SHOPPING CENTER PARKING INFORMATIONSHOPPING CENTER BUILDINGINFOAHJ PARKINGREQUIREDLEASE AGREEMENTPARKING REQUIREDTOTAL STALLSPROVIDEDTOTALAHJ PARKING RATIOTOTALLEASE AGREEMENTPARKING RATIOTOTALBUILDING SF (1)SPACESSPACESSPACES (2,3) SPACES (2,3)SPACES (3)EXISTING77,751 SF259 SPACES 312 SPACES3614.64 SP / 1,000 SF 4.64 SP / 1,000 SF(3.33 SP / 1,000 SF)(4 SP / 1,000 SF)PROPOSED77,751 SF259 SPACES 312 SPACES3574.59 SP / 1,000 SF 4.59 SP / 1,000 SF(3.33 SP / 1,000 SF)(4 SP / 1,000 SF)© STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CANOT FORCONSTRUCTION7007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMEX-1PRELIMINARYSITE PLANNORTHLEGENDPROPERTY LINEOVERALL SITE PLANSCALE: 1" = 40'VICINITY MAPNOT TO SCALEPROPOSED MILL AND OVERLAYPROPOSED ADJACENT TENANT SPACE TAKEOVERPARKING AREA DELINEATION, FOR REFERENCE ONLY DO NOT STRIPE.PROPOSED CONCRETE SIDEWALKPROPOSED ASPHALT PAVEMENT _____OPA1.011234567ABCDEFGREMOVE EXISTING WALLS SHOWN DASHED IN ITS ENTIRETY, TYPREMOVE COUNTER IN ITS ENTIRETYREMOVE TOILET SEATVACANT TOILETVACANT REMOVE MILLWORK IN ITS ENTIRETYREMOVE EXISTING LOW HEIGHT WALLS SHOWN DASHED IN ITS ENTIRETY, TYPREMOVE EXISTING DOOR, DOOR FRAME AND ASSOCIATED HARDWARE IN ITS ENTIRETY, (TYP)REMOVE ALL COAT HOOKS, TYPREMOVE TACTILE EXIT SIGNREMOVE FLOOR PAINTREMOVE FLOOR PAINTPATCH AND REPAIR FLOOR AND WALLS AT LOCATION OF DEMOLISHED WALLSREMOVE PORTION OF THE CEILING TO THE EXTENTS SHOWN IN DASHED TO ACCOMMODATE NEW WALLREMOVE EXISTING FLOOR FINISH AND TRANSITION STRIPS, IN ITS ENTIRETY IN SALES AREA, CUSTOMER SERVICE, ENTRY, EXISTING PHARMACY, BREAKROOM, VACANT AREAS, HAIR SALON, TRAINING, MANAGER'S OFFICE, EXAM ROOMS, REGISTRATION, RESTROOMS, HALLWAY AND ALCOVE. REF 1-A1.1 FOR ADDITIONAL SCOPE OF WORKWHEN EQUIPMENT OR FIXTURES ARE REMOVED OR RELOCATED EXPOSING DAMAGED AREAS, REPAIR AND CLEAN TO MATCH EXISTING PER SPEC SECTION 03905. WHERE NO DAMAGE EXISTING TO REMAINREF SHEET SA1 FOR BID ALLOWANCE OF DUST WALLTEMPORARILY DISCONNECT EQUIPMENT AS NECESSARY FOR REMOVAL OF EXISTING FLOORING AND WALL FINISHES. REINSTALL IN ORIGINAL LOCATION AND IN WORKING CONDITION AFTER COMPLETION OF WORK (TYP) UNO, REF ELECREMOVE EXISTING REFRIGERATED CASE PROTECTION, CASE CORNER PROTECTION, AND FLOOR MOUNTED RAILINGS FOR INSTALLATION OF NEW FLOOR RAILS, TYP FOR ALL SALES AREARESTROOM DEMOLITION TO INCLUDE BUT IS NOT LIMITED TO:• REMOVAL OF ALL TOILET PARTITIONS• WALL FINISHES TO FACE OF STUDS INCLUDING BATT INSULATION• FLOOR FINISH AND TO BARE CONCRETE• REMOVAL OF LAVATORIES• REMOVAL OF ALL ACCESSORIES• TEMPORARY REMOVAL OF WATER CLOSETS, URINALS AND ELECTRIC WATER COOLERS.• REF 2-D1.1, FOR SECURITY ENCLOSURE DETAILREMOVE EXISTING TILE FLOORING AND TRANSITION STRIPS SHOWN DASHED IN THEIR ENTIRETY, REF A1.1 FOR ADDITIONAL SCOPE OF WORKREMOVE TACTILE EXIT SIGNREMOVE FILE CABINET (TYP OF 5) AND RETURN TO WALMART, TYP REMOVE COUNTER AND ITS SUPPORTS IN THEIR ENTIRETYREMOVE EQUIPMENTS SHOWN IN DASHED AND RETURN TO WALMART, TYP REMOVE EXISTING BULLETIN BOARD (TYP OF 2) AND RETURN TO WALMART, TYPRELOCATE CHAIR, (TYP OF 2), REF 1-A5TRAININGMANAGER'S OFFICECUSTOMER SERVICEMENWOMEN RELOCATE EXISTING OPD DOLLY (TYP), REF 2-OPA1.0REMOVE EXISTING WALL SHOWN DASHED IN ITS ENTIRETYREMOVE EXISTING DOOR, DOOR FRAME AND ASSOCIATED HARDWARE IN ITS ENTIRETYRECEIVINGSTOCKROOMREMOVE EXISTING TILE FLOORING AND TRANSITION STRIPS SHOWN DASHED IN THEIR ENTIRETY, REF A1.1 FOR ADDITIONAL SCOPE OF WORKREMOVE TACTILE EXIT SIGNREMOVE EAS PEDESTALS (TYP OF 2)REMOVE EAS PEDESTALS (TYP OF 2)REMOVE EXISTING REFRIGERATED CASE, REF MEPR AND PLUMBING ALCOVEREMOVE TACTILE EXIT SIGNDISCONNECT/ SECURE ALL PLUMBING/ ELECTRICAL SERVICES/ UTILITIES IN AREA SUBJECTED TO UNDER GO DEMOLITION WORKALCOVEEXISTING SCALES AND SCALE HOLDERS WILL BE REMOVED AND RE-INSTALLED BY OTHERS. GC TO PATCH AND REPAIR FLOOR WHERE ANCHORS ARE REMOVED.RELOCATE EXISTING ATM MACHINE, REF 1-A1RELOCATE EXISTING VENDING MACHINE (TYP OF 4), REF 1-A1.2 AND ELECRELOCATE EXISTING REDBOX, REF 1-A1REMOVE EXISTING COUNTERTOP AND REMOVE PLASTIC LAMINATE FROM VERTICAL CASEWORK SURFACES DOWN TO EXISTING SUBSTRATE, PREP SURFACES FOR NEW LAMINATE FINISH, REF 1-A5REMOVE CHAIRREF 2-D1.1REMOVE EXISTING RAISED FLOOR, PATCH AND REPAIR TO MATCH WITH EXISTING ADJACENT FLOOR LEVEL AND FINISH6' - 0 1/2"FV36' - 2 7/8"ADJACENT TENANTADJACENT TENANTREMOVE EXISTING FLOORING AND TRANSITION STRIPS SHOWN DASHED IN THEIR ENTIRETY, REF A1.1 FOR ADDITIONAL SCOPE OF WORKREMOVE FRP AND PREP SURFACE FOR NEW FINISHES, REF 1-A1REMOVE EXISTING MOP SINK, REF PLUMBING_____BR11FV5'-0"_____PHM11REMOVE EXISTING ELECTRICAL PANEL, REF ELEC 10' - 9 7/8"5' - 11"2' - 0"REMOVE PORTION OF SLAB AS REQUIRED FOR NEW UNDERGROUND PLUMBING (TYP), REF 9 & 10-A3, 2-D1REMOVE PORTION OF SLAB AS REQUIRED FOR NEW UNDERGROUND PLUMBING (TYP), REF 9 & 10-A3, 2-D1109' - 4"31' - 8 7/8"TYP2' - 0"SHEET NOTES1. DEMOLITION INCLUDES BUT IS NOT LIMITED TO ITEMS SHOWN DASHED, REF DEMOLITION REQUIREMENT NOTE ON N1 SHEET2. REMOVE ALL DOORS SHOWN DASHED, REFER TO ENLARGED PLANS AND DOOR SCHEDULE FOR DOOR AND FRAME REPLACEMENT3. GC TO REMOVE ANY INTERIOR TENANT SIGNAGE OR ORNAMENTATION INSTALLED ON THE FRONT OR SIDE TENANT BULKHEADS• WALMART OWNED TENANT SIGNS AND ORNAMENTS ARE TO BE RETURNED TO THE STORE MANAGER• NON-WALMART OWNED TENANT SIGNS AND ORNAMENTS ARE TO BE RETURNED TO THE TENANT4. REMOVE ALL EXTERIOR BUILDING MOUNTED SIGNS, LIT AND UNLIT• COORDINATE REMOVAL OF EXTERIOR TENANT SIGNS WITH CM AND TENANT PRIOR TO REMOVAL• REMOVE ALL EXTERIOR TENANT SIGNS AND DELIVER TO TENANT• PATCH AND REPAIR EXTERIOR WALL SURFACES, DAMAGED OR EXPOSED DUE TO SIGNS REMOVAL, TO MATCH ADJACENT AS REQUIRED5. NOT USED.6. COORDINATE EXTERIOR LIT SIGNAGE REMOVAL WITH WALMART CM• EXTERIOR LIT SIGNS CANNOT BE REMOVED WITHOUT WALMART CM APPROVAL• DISPOSE OF EXISTING FLUORESCENT LAMPS AND BALLASTS IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL GUIDELINES PRIOR TO PLACING SIGN(S) IN WASTE MANAGEMENT CONTAINERDEMOLITION LEGENDEXISTING TO REMAINDEMOLISH/REMOVERELOCATECEILING TILE GRID TO BE DEMOLISHEDEXISTING CONCRETE SLABSAW-CUT EXISTING SLAB FULL DEPTH, DO NOT EXTEND SAW CUT PAST AREA TO BE REMOVEDAGGREGATE BASE#3x8" DOWELS AT 18" OC, MID-SLAB DEPTH24" ±RAPID SET CONCRETE MIX BY GC#3 REBAR AT 12" OC, MID-SLAB DEPTH1/2" ± CONCRETE OVERLAY BY PREFERRED FLOORING CONTRACTORROLLED EPOXY PRIMERCONTRACTOR NOTES: 1. SAWCUT EDGES SHALL BE STRAIGHT AND EITHER PARALLEL EXISTING CONTROL/CONSTRUCTION JOINTS• SAWCUTS AT AN ANGLE TO THE EXISTING CONTROL JOINT PATTERN WILL NOT BE ALLOWED UNDER ANY CIRCUMSTANCES2. PRIOR TO CUTTING, INSTALL 36" WIDE ROSIN PAPER EACH SIDE OF PROPOSED EDGE CUTS IN ORDER TO REDUCE SCARRING OF SLAB THAT IS TO REMAIN3. NO OVERCUTTING SHALL BE ALLOWED AT EDGES OR CORNERS OF TRENCH AREA TO BE REMOVED• PORTIONS OF SLAB WHERE OVERCUTS OCCUR SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE WITH NO EXTENSION OF THE CONSTRUCTION SCHEDULE4. PERFORM CUTTING OF EXISTING CONCRETE SLABS IN ACCORDANCE WITH THE DETAILS AND SPECS USING SAWS AND/OR CORE DRILLS• ALL SLAB CUTTING SHALL BE PERFORMED AT NIGHT AFTER THE BUILDING HAS CLOSED FOR BUSINESS• EXPLOSIVES WILL NOT BE ALLOWED AT ANY TIME• REFERENCE SPECS FOR JACK HAMMER DIRECTION5. USE REMOVAL METHODS THAT WILL NOT CRACK, UNDERMINE, OR STRUCTURALLY DISTURB ADJACENT SLABS OR PARTITIONS4" SAND CUSHIONCONDUIT OR PIPEDOWELING TO BE A MAXIMUM OF 6" FROM EDGE OF CONCRETE INFILLPLANCONDUIT AND SAND CUSHION ONLY APPLY WHEN INFILLING OVER TRENCHDEPTH TO BE DETERMINED PER FIELD CONDITIONS AND LOCAL CODES SECTIONPLANMAX6"MAX6"DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION7007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMSHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.D1DEMOLITIONPLAN ANDDETAILWALWE0109ROHNERT PARK,CA10/01/2410/01/24STORE NO: 02468-21833T07/26/24ROHNERT PARK,CA901 GOLF COURSE DRIVE, ROHNERT PARK, CA 94928AK/KR/CBSME1" = 10'-0"1DEMOLITION PLAN3/4" = 1'-0"2SLAB TRENCHING DETAILISSUE BLOCK10/01/2024 1-A22-A23-A26-A28-A27-A211-A210-A29-A21234567ABCDFGTYPREF 5-A3PRODUCE SCALE AND SCALE HOLDER FINAL PLACEMENT BY OTHERS. FOR ANCHORINGREQUIREMENTS,REF 4-A31.551.55TYPREF 5-A31.55TYPREF 5-A3(2) HORIZONTALLY ORIENTED DIGITAL DISPLAYS FURNISHED AND INSTALLED BY OWNER,, FOR ATTACHMENTS AND RESPONSIBILITIES, BOTTOM OF MONITOR TO BE AT 7’-6”AFFREF 15-A5.1SALESUPCALCOVEFREEZERMECHANICAL/ELECTRICALPRODUCECOOLERPRODUCE PREPSTOCKROOMDAIRY COOLERRECEIVINGBAKERY PREPALCOVEMEAT COOLERDELI PREPNOTE:WM TO PROVIDE SHELVES FOR GC TO FIELD MODIFY TO FIT AROUND COLUMNS, GC TO VERIFY SPECIFIC QUANTITIES AND LOCATIONS WITH THE WM FIELD PROJECT MANAGER, STORE PLANNING WILL INSTALL AND PAINT THE SHELVES AFTER MODIFICATION BY THE GC, REF SHEET SA1 FOR BID ALLOWANCE OF GONDOLA SHELVESNOTE: REMOVE AND REPLACE DAMAGED FLOOR CONTROL JOINT MATERIAL THROUGHOUT SALES AND CUSTOMER AREAS IN ACCORDANCE WITH SPECS FULL DEPTH JOINT FILLER REPLACEMENT, REF SA1 SHEET FOR BID ALLOWANCEREMOVE EXISTING NON-DIGITAL MENU BOARDS AND BRACKETS. COORDINATE TIMING WITH WM REALTY EXECUTION1.55TYPREF 5-A3PATCH AND REPAIR WALLS AND FINISHES TO MATCH ADJACENT WHERE IMPACTED BY INSTALLATION OR MODIFICATION OF PLUMBING AND/OR ELECTRICAL UTILITIESEXISTING PAINT STRIPPING TO REMAIN. TOUCH-UP AS REQUIRED9.909.90EXISTING EYE WASH TO REMAIN9.9010.4410.4410.4410.4410.4410.4410.4410.4410.4410.4410.4410.4410.444-A2BALE ANDPALLETSTORAGEORGANICWASTE1.55TYPREF 5-A3ADJACENT TENANTADJACENT TENANT5-A2EQEQCLREPAIR FLOOR TO MATCH ADJACENT AT LOCATIONS OF DEMOLISHED WALLSFV8'-0"MOP SINK, REF MEP1.551.551.55FRP1SCB5NOTE:INSTALL NEW FRP UP TO MINIMUM 8' AFF. INSTALL SCB ON TOP.NOTE:FOR SEISMIC DESIGN CATEGORY D, SUSPENSION HEAVY DUTY GRID SYSTEM COMPONENTS, HANGER WIRES, COMPRESSION STRUTS, SPLAY BRACING, SUSPENDED FROM OPEN WEB STEEL JOISTS ABOVE SHALL COMPLY WITH ASTM C635, ASTM C636, AND SECTION 5.1 OF ASTM E580 (ASCE 7-16, SECTION 13.5.6.2.2). INSTALL N ACCORDANCE TO ICC-ES EVALUATION REPORT ESR-1222, WITH CBC SUPPLEMENT. SPECIAL INSPECTIONS REQUIRED.SUPPORT FIXTURES/AIR DEVICES FROM STRUCTURE ABOVE WITH (2)12GA HANGER WIRES (MIN).(N) ELEC EQUIPMENT. REFER ELECMOTHER'S ROOM184TRAINING172TOILET201TOILET202BREAKROOM151BACK OFFICEHALLWAY157PICKUPSTORAGE946AP OFFICE119FAMILY TOILET167MEN165WOMEN166PHARMACY300HEALTH SERVICEROOM303PHARMARYSTORAGE305PHARMACYTOILET301EXISTING SQUARE FOOTAGESBREARKOOM: 220 SQFTTRAINING: 98 SQFTPICKUP: 165 SQFTNEW SQUARE FOOTAGESBREAKROOM: 673 SQFTTRAINING: 138 SQFTPICKUP: 3056 SQFTMOTHER'S ROOM: 98 SQFT SHEET NOTES1. ENSURE ALL EXISTING WALL STANDARDS AND HALF GONDOLAS TO REMAIN ARE SECURE TO WALL2. REPLACE ALL EXISTING ADJUSTABLE TUBE COUNTER SUPPORTS THROUGHOUT THE STORE• , FOR SUPPORTS AND SPACING3. RELOCATE AND/OR INSTALL PREFABRICATED CASH WRAPS FOR CHECKOUTS AND SERVICE COUNTERS• CAULK BASE TO FLOOR WHEN LOCATION IS FINALIZED4. RELOCATION AND SETUP OF GONDOLAS AND/OR RACKING AS INDICATED ON FXS SHEETS WILL BE PERFORMED BY OTHERS• ANCHORING OF UPRIGHTS TO BE PERFORMED BY GENERAL CONTRACTOR5. IF PRICE READERS, FIRE EXTINGUISHERS OR PAPER TOWEL DISPENSERS ARE STRAPPED TO COLUMNS ON THE SALES FLOOR, REMOVE AND REINSTALL USING SCREWS, STRAPPED ATTACHMENT TO REMAIN AT BRACED FRAMED COLUMNS. REF SHEET SA1 FOR BID ALLOWANCEREF 12-A5.1GROCERY NOTES6. INTERIOR SEALANTS USED IN FOOD PREPARATION AREAS SHALL MEET REQUIREMENTS FOR USE IN USDA REGULATED FACILITIES7. PROVIDE STEEL CLOSURE PANELS AT ALL VERTICAL GAPS AND HORIZONTAL GAPS 52" OR LOWER BETWEEN REFRIGERATED CASES, WALLS AND/OR EQUIPMENT8. COORDINATE REMOVAL AND DISPOSAL OF EXISTING REFRIGERATED CASES AND FIXTURES WITH INSTALLATION OF REFRIGERATED CASES AND FIXTURESA. EXISTING REACH-IN FROZEN CASES TO BE RELOCATED OR REMOVED SHALL BE USED ON A TEMPORARY BASIS DURING CONSTRUCTION OF NON-SERVICE SEAFOOD AREAB. TEMPORARY CASES SHALL BE REMOVED ONCE CASES ARE DELIVERED AND OPERATIONAL9. DIMENSIONS OF REFRIGERATED CASES ARE TO OUTERMOST POINTS OF CASES; ENDCAPS AND BUMPERS ARE CONSIDERED PART OF THE CASE, WHERE THEY OCCUR10. ALL NON-MOVEABLE EQUIPMENT INCLUDING SINKS, OVENS, AND REFRIGERATED EQUIPMENT SHALL BE SEALED TO WALLSA. BASE OR LEGS SHALL BE SET IN A BED OF SEALANT WITH EXCESS REMOVEDB. MOVEABLE EQUIPMENT SHALL NOT BE SEALED11. ALL COOLER BOX MODIFICATIONS TO BE PERFORMED BY COOLER/FREEZER MANUFACTURERA. RELATED SLAB WORK BY GC12. COORDINATE RE-SKINNING OF EXISTING CASES TO REMAIN WITH SEPARATE CONTRACTOR13. REPLACE DAMAGED OVERHEAD REFRIGERATION PIPE INSULATIONA. REF SHEET SA1 FOR BID ALLOWANCE1. STUD WALL DIMENSIONS ARE TO FACE OF STUD2. ROUTE ALL UTILITY SERVICE LINES (PIPES AND CONDUIT) WITHIN STUD WALLS WHEREVER POSSIBLEA. ON COOLER/FREEZER PANELS IN FOOD PREP AREAS WHERE UTILITIES MUST BE EXPOSED, CONTRACTOR TO HAVE THE OPTION OF THE FOLLOWING: • SURFACE MOUNT UTILITIES WITH NON-CORROSIVE ANCHORS; SEAL BOTH SIDES OF PIPE/CONDUIT TO PANEL CONTINUOUSLY WITH SEALANT • INSTALL UTILITIES 1/2" OFF FACE OF PANEL TO ALLOW FOR CLEANING; USE ONLY NON-CORROSIVE MATERIALS FOR SPACERS AND ANCHORS• COVER UTILITIES WITH 20 GA STAINLESS STEEL BENT PLATES MOUNTED TO WALL WITH NON-CORROSIVE ANCHORS; APPLY CONT SEALANT ALONG EDGES AND JOINTS3. PROVIDE CONT USDA APPROVED SEALANT AT ALL JOINTS BETWEEN MATERIALS ON WALLS AND FLOORS IN FOOD PREPARATION, COOLER AND FREEZER AREAS4. PROPER INSTALLATION OF JOINT SEALANTS IS CRITICAL TO MEETING WALMART QUALITY ASSURANCE STANDARDSA. PROVIDE SEALANTS IN ACCORDANCE WITH DRAWINGS AND SPECSB. REF SPECS FOR SEALANT SCHEDULE5. ALL JOINTS BETWEEN DISSIMILAR MATERIALS SHALL BE SEALED AS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, REGARDLESS OF WHETHER SHOWN ON DRAWINGS OR INDICATED IN SPECSA. SUCH JOINTS NOT SHOWN OR SCHEDULED SHALL BE SEALED WITH SEALANTS AS RECOMMENDED BY MANUFACTURER FOR THE SPECIFIC APPLICATIONEQUIPMENT NOTES1. REFERENCE SHEET A1 FOR EQUIPMENT LOCATION2. 3-COMPARTMENTS, PREP SINKS, AND MOP SINKS TO BE FURNISHED WITH FAUCETS WITH INTEGRAL CHECK VALVES3. OWNER DETERMINES FINAL QUANTITY BETWEEN SLICERS AND/OR AUTO SLICERS4. QUANTITY AND TYPE BY OWNER -RACKS/SHELVING SHOWN ARE FOR POSSIBLE STORAGE AND PREP LOCATIONS5. FINISHES FOR OWNER SUPPLIED EQUIPMENT ARE SPECIFIED PER BID ALIGNMENT BETWEEN OWNER AND OEM6. HAND SINK INSTALLED TO 2'-9" WORKING HEIGHT7. SPLIT-TEMP APPLICATION SHOWN BY PRODUCT LISTING ASSIGNED ABOVE AND BELOW THE EQUIPMENT NUMBER, REFERENCE REFRIGERATION DRAWINGS FOR SPLIT-TEMP APPLICATION8. GENERAL CONTRACTOR TO INSTALL OWNER FURNISHED SOAP AND PAPER TOWEL DISPENSER, REF GROCERY INTERIOR ELEVATIONS FOR MOUNTING LOCATIONS9. OWNER TO SUPPLY COMPACTORS AND BALERS BY JV MFG (CRAM-A-LOT) OR PHILADELPHIA TRAMRAIL10. EQUIPMENT SUPPLIED BY OWNER11. EQUIPMENT INSTALLED BY EQUIPMENT SUPPLIER12. EQUIPMENT INSTALLED BY OWNER13. REFRIGERATED CASE FASCIA INSTALLED BY RC -COORDINATE WITH OWNER TO INSTALL FASCIA FROM CASE CANOPY EDGE TO FACILITATE INSTALLATION OF OWNER INSTALLED SIGNAGE -INSTALL PER MANUFACTURER'S INSTRUCTIONS AND COORDINATE WITH UTILITY CONNECTIONS14. SCALE STAND FURNISHED BY OEM AND INSTALLED BY GC15. RETROFIT DOORS/LIDS PROVIDED BY OWNER AND INSTALLED BY EQUIPMENT SUPPLIER16. REFERENCE SPECS FOR SPECIAL INSTRUCTIONSGENERAL EQUIPMENT NOTESA. ALL EQUIPMENT IS SUPPLIED BY OWNER, INSTALLED BY THE GENERAL CONTRACTOR, GENERAL CONTRACTOR TO MAKE FINAL UTILITY CONNECTIONS, UNLESS OTHERWISE NOTEDB. REFERENCE SPECS FOR REFRIGERATED AND HOT DISPLAY CASES FOR SUPPLIED BY, INSTALLED BY, AND FINAL CONNECT BYC. REFERENCE SPECS FOR MANUFACTURER AND MODEL NUMBERS NOT LISTED IN EQUIPMENT LEGENDSD. OWNER TO SUPPLY SS FIXTURES BY WIN-HOLTDOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION7007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMSHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.A1FLOOR PLANWALWE0109ROHNERT PARK,CA10/01/2410/01/24STORE NO: 02468-21833T07/26/24ROHNERT PARK,CA901 GOLF COURSE DRIVE, ROHNERT PARK, CA 94928KR/CBSME1" = 11'-6"1FLOOR PLANNOTE:MIN 4 WEEKS PRIOR TO INSTALLATION, GC TO CONTACT WALMART SUPPLIER(wmreactive@loebelectric.com) TO PLACE AN ORDER12 FT08 FT0MULTI-DECK (FRESH MEAT)6 FT0CASE DESCRIPTIONCASE LENGTH QTYLED LIGHTING CONVERSION CASECOUNTNOTE:MIN (4) WEEKS PRIOR TO INSTALLATION, GC TO CONTACT WALMARTSUPPLIER (GE TEAM: 1-866-671-3992 AND WALMART_RDL_ORDERS@GE.COM)TO PLACE AN ORDER5-DR FRAME 0 0---4-DR FRAME 0 0---3-DR FRAME 0 0---FROZEN CAKE2-DR FRAME 0 0---5-DR FRAME 0 0---4-DR FRAME 0 0---3-DR FRAME 0 0---SEAFOOD2-DR FRAME 0 0---5-DR FRAME 0 0 NOT AVAILABLE4-DR FRAME 0 0 NOT AVAILABLE3-DR FRAME 0 0 NOT AVAILABLEREACH-IN FROZFOOD/ICE CREAM2-DR FRAME 0 0---5-DR FRAME 0 0---4-DR FRAME 0 0---3-DR FRAME 0 0---DAIRY COOLER2-DR FRAME 0 0---LOCATION FRAME TYPE# OFFRAMES# OFDOORSFRAMEMANUFACTURERLED LIGHTING CONVERSION GLASSDOOR AND FRAME COUNTREFRIGERATED CASE LEGENDWDS NUMBER QTY.CASELENGTH/DOOR NO.DESCRIPTIONMFR OR SUPPLIERMODEL NO. NOTESRD3032.045 1 8FT REACH-IN (FRENCH DOORS)HUSSMANN CORPORATIONIDD5SU1,5,10RD3032.045 2 12FT REACH-IN (FRENCH DOORS)HUSSMANN CORPORATIONIDD5SU1,5,10RD3033.145 2 4DR REACH-INHUSSMANN CORPORATIONRL5KEYNOTES1.55 DIAMOND PLATE REFRIGERATED CASE FLOORMOUNTED RAILING OWNER FURNISHED GCINSTALLED9.90 FLOOR STRIPES. REF N1 FOR STRIPING CONDITIONS.10.44 PROVIDE TACTILE "EXIT" AND "EXIT ROUTE" SIGN, REFN1.ISSUE BLOCK1 PR#1 11/22/243 ADD#1 03/27/25COLOR LEGENDFRP1FIBERGLASS REINFORCED PLASTIC (WHITE)SCB5GRAYSERVICE DELI EQUIPMENT LEGENDWDS NUMBER QTY.DESCRIPTIONNOTESPRODUCE EQUIPMENT LEGENDWDS NUMBER QTY.DESCRIPTIONNOTESBAKERY EQUIPMENT LEGENDWDS NUMBER QTY.DESCRIPTIONNOTESMISC. GROCERY EQUIPMENT LEGENDWDS NUMBER QTY.DESCRIPTIONNOTESSTAINLESS STEEL EQUIPMENT LEGENDWDS NUMBER QTY.DESCRIPTIONNOTESWEDGE EQUIPMENT LEGENDWDS NO. QTY.DESCRIPTIONMFR OR SUPPLIERMODEL NO. NOTES VAN VANLSSLRSLRSGOLF COURSE DRCOUNTRY CLUB DR EMILY AVERPARKING INFORMATION NOTES:(1) USABLE FLOOR AREA IS PER INFORMATION SHOWN ON ORIGINAL SITE PLAN SHEET.(2) EXISTING PARKING COUNTS ARE BASED ON ORIGINAL CONSTRUCTION PLANS AND A REVIEW OF AVAILABLE AERIAL PHOTOGRAPHS.(3) PARKING SPACES OCCUPIED BY CART CORRALS HAVE BEEN EXCLUDED FROM THE PARKING COUNTS AND PARKING RATIOS.(4) THE VAN STALL COUNT IS INCLUDED IN THE ADA PARKING STALLS PROVIDED COUNTWALMART PARKING INFORMATIONWALMART BUILDING INFOAHJ PARKINGREQUIREDWALMARTPARKINGREQUIREDREGULAR PARKINGSTALLS PROVIDEDOPD PARKING STALLSPROVIDEDADA PARKING STALLSPROVIDED (VAN)CART CORRAL STALLSPROVIDEDTOTAL STALLSPROVIDEDTOTALAHJ PARKING RATIOTOTALWALMARTPARKING RATIOWALMARTBUILDING SF (1)SPACES SPACESSPACES (2,3) SPACES (2,3) SPACES (2,3,4) SPACES (2,3) SPACES (2,3) SPACES (2,3) SPACES (3)EXISTING33,411 SF112 SPACES 134 SPACES11146(1)61213.62 SP / 1,000 SF 3.62 SP / 1,000 SF(3.33 SP / 1,000 SF)(4 SP / 1,000 SF)PROPOSED38,380 SF128 SPACES 134 SPACES112177(2)61363.54 SP / 1,000 SF 3.54 SP / 1,000 SF(3.33 SP / 1,000 SF)(4 SP / 1,000 SF)SHOPPING CENTER PARKING INFORMATIONSHOPPING CENTER BUILDINGINFOAHJ PARKINGREQUIREDLEASE AGREEMENTPARKING REQUIREDTOTAL STALLSPROVIDEDTOTALAHJ PARKING RATIOTOTALLEASE AGREEMENTPARKING RATIOTOTALBUILDING SF (1)SPACESSPACESSPACES (2,3) SPACES (2,3)SPACES (3)EXISTING77,751 SF259 SPACES 312 SPACES3614.64 SP / 1,000 SF 4.64 SP / 1,000 SF(3.33 SP / 1,000 SF)(4 SP / 1,000 SF)PROPOSED77,751 SF259 SPACES 312 SPACES3574.59 SP / 1,000 SF 4.59 SP / 1,000 SF(3.33 SP / 1,000 SF)(4 SP / 1,000 SF)© STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC1.0OVERALL SITEPLANCONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!CONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!below.Know what'sCallbefore you dig.NORTHLEGENDPROPERTY LINESHEET NOTES1 ON PROJECTS WHERE PICKUP IS IN OPERATION AND PICKUPSIGNAGE EXISTS ON SITE. VERIFY THAT SIGN LOCATIONSMATCH THE NEW PROPOSED SIGN LOCATIONS SHOWN INTHIS SET. REMOVE ANY EXISTING PICKUP SIGNS THAT DONOT MATCH THE SIGN TYPES AND LOCATIONS PROVIDED INTHIS SET. CONSULT WITH WM CONSTRUCTION MANAGERPRIOR TO REMOVING EXISTING PICKUP SIGNAGE. PATCHAND REPAIR PAVEMENT TO MATCH EXISTING AND PROVIDEFLUSH WITH EXISTING TOP OF PAVEMENT.ARROW NUMBERMOUNTINGTYPEDirectional Left 3 PoleDirectional RightPoleDirectional StraightPoleDIRECTIONAL SIGNSIGN ARROW DIRECTIONL=LEFTR=RIGHTS=STRAIGHTDIRECTIONAL SIGN SCHEDULESIGNAGE LEGEND1ARROWRDIRECTIONAL SIGN SCHEDULE34INSTALL DIRECTIONAL PICKUP SIGN ON POST PER DETAIL 1AND 2, SHEET C4.0.CONSTRUCTION NOTESOVERALL SITE PLANSCALE: 1" = 40'NOTE TO CONTRACTOR PROTECT-IN-PLACE NOTESPROTECT-IN-PLACE EXISTING ASPHALT PAVEMENT.DEMOLITION NOTESERADICATE EXISTING STRIPING AND SEAL COAT AREA.DEMO EXISTING PICKUP SIGN© STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC2.0PICKUP 2.0DEMOLITION PLANCONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!CONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!below.Know what'sCallbefore you dig.LEGENDINDEX MAPSCALE: 1" = 150'NORTHNORTHPROPERTY LINECONCRETE SIDEWALK TO BE REMOVEDASPHALT PAVEMENT TO BE REMOVEDDEMOLITION PLANSCALE: 1" = 10'PROTECT-IN-PLACE EXISTING CONCRETE CURB AND GUTTER.PROTECT-IN-PLACE EXISTING BUILDING FACADE.PROTECT-IN-PLACE EXISTING STRIPING.PROTECT-IN-PLACE EXISTING TRUNCATED DOMES. ADJUST TOPROPOSED GRADE AS NECESSARY.PROTECT-IN-PLACE EXISTING CONCRETE SIDEWALK.PROTECT-IN-PLACE EXISTING CURBED LANDSCAPED ISLANDINCLUDING TREES IF PRESENT.PROTECT-IN-PLACE EXISTING LANDSCAPING.PROTECT-IN-PLACE EXISTING WINDOW.PROTECT-IN-PLACE EXISTING DOOR.PROTECT-IN-PLACE EXISTING INLINE RAMP.PROTECT-IN-PLACE EXISTING TRASH ENCLOSURE.PROTECT-IN-PLACE EXISTING GAS METER. ADJUST TO PROPOSED GRADEAS NECESSARY.PROTECT-IN-PLACE EXISTING SEWER MANHOLE. ADJUST TO PROPOSEDGRADE AS NECESSARY.PROTECT-IN-PLACE EXISTING GRATE INLET. ADJUST TO PROPOSEDGRADE AS NECESSARY.PROTECT-IN-PLACE EXISTING COLUMN. ADJUST TO PROPOSED GRADE ASNECESSARY.PROTECT-IN-PLACE EXISTING FENCE.PROTECT-IN-PLACE EXISTING CONCRETE CURB.DEMOLITION PLANSCALE: 1" = 10'NO R T H PROTECT-IN-PLACE EXISTING BOLLARD. ADJUST TO PROPOSED GRADEAS NECESSARY.EXISTING CONCRETE CURB TO BE REMOVEDEXISTING CONCRETE CURB TO REMAINLIMITS OF SEAL COAT. APPLY SEAL COAT OVER WHERE STRIPINGAND PAVEMENT MARKINGS WERE REMOVED AND WHERE NEWSTRIPING AND PAVEMENT MARKINGS WILL BE APPLIED. APPLYNEW STRIPING AND PAVEMENT MARKINGS OVER SEAL COAT.SAWCUT LINEELEANOR AVEGOLF COURSE DRCOUNTRY CLUB DREMILY AVEPROTECT-IN-PLACE EXISTING SPEED BUMP.NOTE TO CONTRACTOR VAN VANCONSTRUCTION NOTESPROPOSED WHITE 4" STRIPE, 60 DEGREES, SPACED AT 36"O.C.INSTALL "STOP HERE FOR PEDESTRIANS" SIGN ON POST ANDBOLLARD PER DETAIL ON SHEET C4.0 AND "SIGN MOUNTINGAND BASE" ON SHEET C10.0.INSTALL PICKUP SIGN ON POST AND BOLLARD PER DETAILSON SHEET C4.0.PROPOSED ASSOCIATE PATH-OF-TRAVEL PER DETAIL ONSHEET C4.0.STRIPE PICKUP PARKING TO MATCH SITE EXISTING.PROPOSED PICKUP DOOR. REFER TO ARCHITECTURAL PLANSFOR MORE INFORMATION.INSTALL PICKUP SIGN MOUNTED ON WALL PER DETAILS ONSHEET C4.0.PROPOSED STOP SIGN WITH SUPPLEMENTARY "CROSSTRAFFIC DOES NOT STOP" PLACARD ON POST AND BOLLARDPER DETAIL ON SHEET C10.0.PROPOSED STOP SIGN WITH SUPPLEMENTARY "CROSSTRAFFIC DOES NOT STOP" PLACARD ON POST PER DETAIL ONSHEET C10.0.PROPOSED DO NOT ENTER SIGN ON POST PER DETAIL ONSHEET C10.0.© STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC3.0PICKUP 2.0 SITEPLANCONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!CONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!below.Know what'sCallbefore you dig.INDEX MAPSCALE: 1" = 150'NORTHNORTHLEGENDPROPERTY LINESITE PLANSCALE: 1" = 10'ELEANOR AVEGOLF COURSE DRSAWCUT LINEASPHALT PAVEMENT. REFER TO DETAIL ON SHEET C4.0CONCRETE PAVEMENT. REFER TO DETAIL ON SHEET C4.01" MILL AND OVERLAY. OVERLAY DEPTH VARIES. REFER TOPROPOSED GRADES ON SHEET C6.0 FOR MORE INFORMATION.COUNTRY CLUB DREMILY AVEPROPOSED PICKUP PARKING STALL NUMBER (SHOWN FORLOCATION PURPOSES ONLY, DO NOT PAINT.)NOTE TO CONTRACTOR © STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC4.0PICKUP 2.0DETAILSPAINTEDTRAFFICWHITE6"8" TYP. 7'-4"2'-0" TYP.N.T.S.PICKUP CROSSWALK MARKINGN.T.S.LEGEND, BORDER - BLACKBACKGROUND - WHITE (RETROREFLECTIVE)STOP SYMBOL - RED (RETROREFLECTIVE)R1-5bNOTE:SIGNS SHALLHAVEDIAMONDGRADE, ASTMTYPE XI,SHEETING.30"30"1'FRONTVIEW - TYPICAL PICKUP PARKING SIGNAGEN.T.S.3500 P.S.I. P.C.CONCRETE BASE6'-2"SLOPE TOPOF CONCRETEGROUND SURFACE1'SIDEVIEW - TYPICAL PICKUP PARKING SIGNAGEN.T.S.3500 P.S.I. P.C.CONCRETE BASE6'-2"SLOPE TOPOF CONCRETEGROUND SURFACEU-BOLTU-BOLT NUT LOCATIONSBOLT LOCATIONS PERSTANDARD WITH SPACERAS FOR LEVEL SIGN MOUNTINGBOLT LOCATIONS PERSTANDARD WITH SPACERAS FOR LEVEL SIGN MOUNTING1'-0"2'-0"1'-0"4'-0"EDGE OF TRAVEL WAY 4'-0"EDGE OF TRAVEL WAY06/13/19NOTES FOR SINGLE POST WITH BOLLARD:1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OFTRANSPORTATION, FEDERAL HIGHWAYADMINISTRATION'S "MANUAL OF UNIFORM TRAFFICCONTROL DEVICES", LOCAL CODES AND AS SPECIFIED.MOUNT SIGNS TO POST IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS.2. GALVANIZED SQUARE TUBEPOST TUBES - 2"x2" 12gaPOST TUBE SHALL MEET ASTM A1011 GRADE 50.POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.SINGLE POST WITH BOLLARDEDGE OF TRAVEL WAY SIGN LOCATIONS - 60° PARKINGPAINTED ENDCAP - 60°SIGN LOCATIONS - 90° PARKINGPAINTED ENDCAP - 90°PAVED SURFACESQUARE TUBE BREAK AWAY POSTPLAN VIEWPARTIAL ELEVATIONGROUND SURFACENOTES FOR SINGLE POST WITH BREAK AWAY POST:1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S"MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST INACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.2. GALVANIZED SQUARE TUBEPOST TUBES - 2"x2" 12gaPOST TUBE SHALL MEET ASTM A1011 GRADE 50.POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.ANCHOR TUBE - 2-1/4"x2-1/4 12gaHEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B.STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123.THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". THE ANCHOR TUBE SHALLBE A MINIMUM 27" DEEP WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE.SINGLE POST WITH BREAK AWAY POSTSIGN LOCATIONS - 60° PARKINGCURBED ISLAND - 60°SIGN LOCATIONS - 90° PARKINGCURBED ISLAND - 90°N.T.S. PICKUP SIGN MOUNTING ANDBASE18"Ø4'-0"4'-0"3'-0" 7'-0" (MIN.)NOTE:THE MIN. HEIGHT OFTHE BOTTOM OF THELOWEST SIGN SHALLBE 7'-0"GALVANIZEDSQUARE TUBEUSE 4" SCH. 40STEEL PIPE FILLED W/CONCRETE WITH TOPROUNDED AND PAINTEDTRAFFIC YELLOWSLOPE TOPOF CONCRETE3500 P.S.I. P.C.CONCRETE BASEEDGE OF TRAVEL WAY 4'-0"7'-0" (MIN.)NOTE:THE MIN. HEIGHT OFTHE BOTTOM OF THELOWEST SIGN SHALLBE 7'-0"GALVANIZEDSQUARE TUBESLOPE TOPOF CONCRETE3500 P.S.I. P.C.CONCRETE BASESEE BREAK AWAYTUBE POST12"Ø27"GROUND SURFACE3" MIN. - 4" MAX.5/16" GR. 5SERRATEDFLANGED NUT5/16" GR. 5FLANGED BOLT4'-0"NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)4'-0" VARIES DEPENDING ON CURB RADIUS 4'-0"NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)4'-0" VARIES DEPENDING ON CURB RADIUS LAYOUT PERSTRIPINGDETAIL/SITE PLANLAYOUT PERSTRIPINGDETAIL/SITE PLAN30" STOP SIGN MOUNTED TO POSTWITH BREAK AWAY POST36" STOP SIGN SHALL BE INSTALLEDON POST WITH BOLLARD30" STOP SIGN MOUNTED TO POSTWITH BREAK AWAY POST36" STOP SIGN SHALL BE INSTALLEDON POST WITH BOLLARDSIGN ON POST (ALL SIGNS EQUAL TOOR GREATER THAN 36" IN WIDTH SHALLBE MOUNTED ON POST WITH BOLLARD)SIGN ON POST (ALL SIGNS EQUAL TOOR GREATER THAN 36" IN WIDTH SHALLBE MOUNTED ON POST WITH BOLLARD)NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)LAYOUT PERSTRIPINGDETAIL/SITE PLANLAYOUT PERSTRIPINGDETAIL/SITE PLAN4'-0"4'-0"STOP SIGN ONLY -ON POST WITHBOLLARD4'-0"4'-0" 4'-0" 4'-0"SIGN ON POST WITHBOLLARDSIGN ON POST WITHBOLLARDSTOP SIGN ONLY -ON POST WITHBOLLARDN.T.S.N.T.S.N.T.S.2'-0" 2'-6"(WHEN IN CURBED ISLAND)(WHEN IN PAINTED ENDCAP)CALL IN SIGN1818LARGE368DIRECTIONAL SIGNS (LEFT / STRAIGHT / RIGHT)24SIGNS SUPPLIED BY WALMART. INSTALLATION BY CONTRACTOR. SIGN DELIVERY TO BE COORDINATEDBY CONTRACTOR.PICKUP SIGNAGE1818 PROTECT-IN-PLACE EXISTING ASPHALT PAVEMENT.PROTECT-IN-PLACE NOTESPROTECT-IN-PLACE EXISTING CONCRETE CURB.PROTECT-IN-PLACE EXISTING CONCRETE CURB AND GUTTER.PROTECT-IN-PLACE EXISTING CURBED LANDSCAPE ISLAND INCLUDINGTREES IF PRESENT.PROTECT-IN-PLACE EXISTING RAMP.PROTECT-IN-PLACE EXISTING BUILDING FACADE.PROTECT-IN-PLACE EXISTING STRIPING.PROTECT-IN-PLACE EXISTING TRUNCATED DOMES. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING BOLLARD. ADJUST TO PROPOSED GRADE IFNECESSARY.PROTECT-IN-PLACE EXISTING SIDEWALK.PROTECT-IN-PLACE EXISTING LIGHT POLE. ADJUST TO PROPOSED GRADEIF NECESSARY.PROTECT-IN-PLACE EXISTING COLUMN. ADJUST TO PROPOSED GRADE IFNECESSARY.PROTECT-IN-PLACE EXISTING DOOR.PROTECT-IN-PLACE EXISTING FENCE.PROTECT-IN-PLACE EXISTING WATER VALVE. ADJUST TO PROPOSEDGRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING WATER VALVE ASSEMBLY. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING UNIDENTIFIED VALVE. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING UNIDENTIFIED VAULT. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING FIRE DEPARTMENT CONNECTION. ADJUSTTO PROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING POST INDICATOR VALVE. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING GRATE INLET. ADJUST TO PROPOSEDGRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING IRRIGATION PULLBOX. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING BLOW OFF. ADJUST TO PROPOSED GRADEIF NECESSARY.PROTECT-IN-PLACE EXISTING CURB DRAIN. ADJUST TO PROPOSEDGRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING TELEPHONE VAULT. ADJUST TO PROPOSEDGRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING IRRIGATION VALVE. ADJUST TO PROPOSEDGRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING TELEPHONE PULLBOX. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING PROPANE CABINET. ADJUST TO PROPOSEDGRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING BIKE RACK.PROTECT-IN-PLACE EXISTING FLAG POLE. ADJUST TO PROPOSED GRADEIF NECESSARY.PROTECT-IN-PLACE EXISTING ELECTRICAL PULLBOX. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING WATER METER. ADJUST TO PROPOSEDGRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING UNIDENTIFIED PULLBOX. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING WATER VALVE. ADJUST TO PROPOSEDGRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING WINDOW. ADJUST TO PROPOSED GRADE IFNECESSARY.PROTECT-IN-PLACE EXISTING SPEED BUMP.DEMO EXISTING ASPHALT PAVEMENT AND PROTECT BASECOURSE.DEMOLITION NOTESDEMO EXISTING CONCRETE CURB AND GUTTER ANDPROTECT BASE COURSE.DEMO EXISTING TRUNCATED DOMES AND PROTECT BASECOURSE.DEMO EXISTING SIGN AND POST AND BOLLARD.DEMO EXISTING SIGN AND POST.ERADICATE EXISTING STRIPING AND SEAL COAT AREA.DEMO EXISTING CONCRETE PAVEMENT AND PROTECT BASECOURSE.DEMO EXISTING INLINE CURB RAMP.DEMO EXISTING SIGN MOUNTED WALL.DEMO EXISTING CONCRETE CURB AND PROTECT BASECOURSE.© STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC5.0ADA DEMOLITIONPLANCONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!CONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!below.Know what'sCallbefore you dig.LEGENDINDEX MAPSCALE: 1" = 150'NORTHPROPERTY LINEEXISTING EASEMENTEXISTING CONCRETE CURB TO BE REMOVEDEXISTING CONCRETE CURB TO REMAINSAWCUT LINELIMITS OF SEAL COAT. APPLY SEAL COAT OVER WHERE STRIPINGAND PAVEMENT MARKINGS WERE REMOVED AND WHERE NEWSTRIPING AND PAVEMENT MARKINGS WILL BE APPLIED. APPLYNEW STRIPING AND PAVEMENT MARKINGS OVER SEAL COAT.ASPHALT PAVEMENT TO BE REMOVEDCONCRETE PAVEMENT TO BE REMOVEDDEMOLITION PLANSCALE: 1" = 10'DEMOLITION PLANSCALE: 1" = 10'NORTHNORTHELEANOR AVEGOLF COURSE DRCOUNTRY CLUB DREMILY AVENOTE TO CONTRACTOR VAN VANVAN VANCONSTRUCTION NOTESPROPOSED ASPHALT PAVEMENT PER DETAIL ON SHEET C7.0.PROPOSED CONCRETE SIDEWALK PER DETAIL ON SHEETC7.0.PROPOSED CONCRETE CURB PER DETAIL ON SHEET C7.0.HEIGHT PER PLAN.PROPOSED MODIFIED CONCRETE CURB AND GUTTER PERDETAIL ON SHEET C7.0. HEIGHT PER PLAN.INSTALL CAST-IN-PLACE TRUNCATED DOMES IN CONCRETEPER DETAIL ON SHEET C7.0. WIDTH TO BE 3.0' UNLESSOTHERWISE SPECIFIED IN PLANS.STRIPE ACCESSIBLE PARKING SPACES PER DETAIL ON SHEETC7.0. DIMENSIONS PER PLAN.INSTALL ACCESSIBLE PARKING SIGN ON POST AND BOLLARDPER DETAIL ON SHEET C7.0 AND "SIGN MOUNTING AND BASE"ON SHEET C10.0.PROPOSED 1.0" MILL AND OVERLAY TO PROPOSED GRADESSHOWN HEREON. OVERLAY DEPTH MAY VARY.PROPOSED PARALLEL ACCESSIBLE RAMP PER DETAIL ONSHEET C7.0.PROPOSED IN-LINE ACCESSIBLE RAMP PER DETAIL ON SHEETC7.0.INSTALL DUAL ACCESSIBLE PARKING SIGN ON POST ANDBOLLARD PER DETAIL ON SHEET C7.0 AND "SIGN MOUNTINGAND BASE" ON SHEET C10.0.INSTALL WALL MOUNTED ACCESSIBLE PARKING SIGN ON PERDETAIL ON SHEET C7.0.INSTALL ACCESSIBLE HAND RAIL PER DETAIL ON SHEET C7.0AND PIPE EMBEDMENT ON SHEET C7.0.© STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC6.0ADA SITE PLANCONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!CONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!below.Know what'sCallbefore you dig.SITE PLANSCALE: 1" = 150'NORTHSAWCUT LINEASPHALT PAVEMENT. REFER TO DETAIL ON SHEET C7.0CONCRETE PAVEMENT. REFER TO DETAIL ON SHEET C7.01" MILL AND OVERLAY. OVERLAY DEPTH VARIES. REFER TOPROPOSED GRADES ON THIS SHEET FOR MORE INFORMATION.SITE PLANSCALE: 1" = 10'LEGENDPROPERTY LINELIPFSFLTCEXISTING ELEVATIONPROPOSED ELEVATIONLIP OF GUTTERFINISHED SURFACETOP OF CURBFLOW LINEDOORDRGRADE BREAK LINESITE PLANSCALE: 1" = 10'NORTHNORTHNEW CROSSWALK MARKINGS. 6" WIDE PAINTED WITHSTRIPING PARALLEL TO DIRECTION OF TRAFFIC AT 2'-0" O.C.AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDSUNLESS NOTED OTHERWISE. SEE IMPROVEMENT PLAN FORDIMENSIONS. ENTIRE CROSSWALK SHALL BE RESTRIPED.ELEANOR AVEGOLF COURSE DRCOUNTRY CLUB DREMILY AVENOTE TO CONTRACTOR © STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC7.0ADA DETAILSN.T.S.LEGEND, BORDER - BLACKBACKGROUND - WHITE (RETROREFLECTIVE)STOP SYMBOL - RED (RETROREFLECTIVE)R1-5bNOTE:SIGNS SHALLHAVEDIAMONDGRADE, ASTMTYPE XI,SHEETING.30"30"CONCRETE CURBCONCRETE SIDEWALKDETECTABLE WARNINGNOTE: PROVIDE 1/2" EXPANSION(TYP)95% STD. PROCTOR (TYP)COURSE COMPACTED TO4" AGGREGATE BASE(TYP)5.0'1/2" RADIUS TOOLED JOINT OR1" DEEP SAWED JOINT (TYP.)1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 35' O.C. MAX.EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK5.0'5.0'5.0'5.0'5.0'5.0'4"4"2"(TYP)PC CONCRETE6"TYP(TYP)2"SLOPE 1/4" /FT.SEE SITE PLANMAX.1/2"R(TYP) AND ALL FIXED OBJECTS JOINT BETWEEN SIDEWALKNO. 3 BARS AT 24" O.C. EACHWAY MAX. SPACING4" REINFORCED PORTLAND CEMENTCONCRETE WITH MINIMUM 3500 PSI28 DAY COMPRESSIVE STRENGTHACCESSIBLE CURB RAMPSTANDARD DUTY ASPHALTACCESSIBLE PARKING-STRIPING DETAIL2"9'9.0'5'8'60°18.0' (MIN.)2"9'2"ADA LOGO STRIPING DETAIL60°2"2"2"5'9'9'60°36"18'60°8'36"ALL ACCESSIBLE PARKING11B-502.6.2.SPACESALL VAN ACCESSIBLEPARKING SPACESTHIS SIGN TYPICAL ATPENALTY SIGN WITH WORDING AS REQUIRED PER CBC SECTIONTHIS SIGN TYPICAL ATACCESSIBLEVAN12" X 6"12" X 9"PARKINGRESERVEDR7-8FINE $250MINIMUMACCESSIBLE PARKING SIGN(MIN. 70 SQ. IN.)36"60°SEE PLAN FOR WIDTHADA PATH-OF-TRAVEL STRIPINGMODIFIED CONCRETE CURB AND GUTTERTYPICAL HAND RAIL DETAILPIPE EMBEDMENT DETAIL SITE AND DEMOLITION LEGENDREFERENCE DETAIL SHEETEXISTING PEDESTRIAN CROSSING SIGN TO BE REMOVED.EXISTING STOP SIGN TO BE REMOVED.EXISTING SIGN POST TO BE REMOVED.EXISTING SIGN POST AND BASE TO REMAIN. BOLLARD SIGN POSTS TO BE RE-PAINTED AS NECESSARY.EXISTING CROSSWALK STRIPING TO BE REMOVED.EXISTING YIELD PAVEMENT MARKING TO BE REMOVED.EXISTING CENTERLINE STRIPING TO REMAIN.NEW "STOP HERE FOR PEDESTRIANS" SIGN.NEW 30"X30" STOP SIGN.NEW SIGN MOUNTING AND BASE.NEW STOP TEXT AND STOP BAR.NEW 4" WIDE PAINTED YELLOW STRIPES AT 45° @ 2'-0" O.C.NEW CROSSWALK MARKINGS - 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OFTRAFFIC AT 2'-0" O.C. AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTEDOTHERWISE. SEE SITE PLAN FOR DIMENSIONS. ENTIRE CROSSWALK SHALL BE RE-STRIPED.LIMITS OF SEAL COAT. APPLY SEAL COAT OVER WHERE STRIPING AND PAVEMENT MARKINGS WEREREMOVED AND WHERE NEW STRIPING AND PAVEMENT MARKINGS WILL BE APPLIED. APPLY NEWSTRIPING AND PAVEMENT MARKINGS OVER SEAL COAT.NEW 4" WIDE PAINTED YELLOW STRIPES - 6' LONG WITH 18' GAPS. EXISTING TO BE REMOVED.EXISTING STOP BAR AND STOP TEXT PAVEMENT MARKINGS TO BE REMOVED.NEW OPEN ARROW PAVEMENT MARKINGS.EXISTING ARROW PAVEMENT MARKINGS TO BE REMOVED.REFRESH FIRE LANE STRIPING PER ROHNERT PARK INFORMATION BULLETIN 003-2020 STANDARDS.NEW 4" WIDE DOUBLE SOLID YELLOW STRIPE.EXISTING STOP SIGN TO REMAIN.EXISTING STOP SIGN TO BE RAISED TO MATCH CURRENT DETAILS/GUIDELINES.EXISTING BOLLARD AND SIGN POST TO BE REPAINTED.NEW SIGN MOUNTING AND BASE WITH BREAK AWAY POST.EXISTING "STOP HERE FOR PEDESTRIANS" SIGN TO REMAIN OR BE RE-USED.EXISTING STOP BAR AND STOP TEXT PAVEMENT MARKINGS TO BE REVISED/REFRESHED TO MATCHCURRENT DETAILS.EXISTING OPEN ARROW PAVEMENT MARKING TO BE REVISED/REFRESHED TO MATCH CURRENTDETAILS.NEW CONCRETE CURB TO BE FLUSH WITH PAVEMENT.NEW "DO NOT ENTER" SIGN.NEW 36"X36" STOP SIGN WITH DOUBLE SIGN MOUNTING, BREAK AWAY POSTS, AND BASES.NEW "CROSS TRAFFIC DOES NOT STOP" PLACARD.NEW "ONCOMING TRAFFIC DOES NOT STOP" PLACARD.NEW "TRAFFIC FROM LEFT DOES NOT STOP" PLACARD.NEW "TRAFFIC FROM RIGHT DOES NOT STOP" PLACARD.© STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC8.0SSM-1NOTES TO CONTRACTOR :1. BFR (BUILDING FRONTAGE ROAD)OCR (OUTER CIRCULATION ROAD)2. CONTRACTOR SHALL INSTALL 'NEW' STOP BARS, SIGNS, AND TEXT TOMATCH CURRENT DETAILS AT THE LOCATIONS SHOWN ON THESE PLANS.3. ALL SIGNS LOCATED ON THE BUILDING SIDE OF THE BFR SHALL BEINSTALLED ON A SINGLE POST WITH BOLLARD.4. CONTRACTOR TO TRIM TREES OBSTRUCTING SIGN VIEWSTOP SIGNS AND MARKINGSCONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!CONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!below.Know what'sCallbefore you dig.SITE PLANNEIGHBORHOODMARKET #2468CONTRACTOR SHALL PROVIDE ALLSTOP BARS, TEXT, DIRECTIONALARROWS, LANE STRIPING ASSHOWN ON THIS PLAN. ALLPARKING STALL RESTRIPING TOBE PROVIDED BY OTHERS.BFROCRNORTHCONTRACTOR TO REFER TO SHEETSECP-1 FOR ADDITIONALIMPROVEMENTS ALONG BFRNOTES1. STOP SIGNS AND PAVEMENT MARKINGS REFLECTON SITE CONDITIONS AT THE TIME OF CEC'S SITEVISIT. CONTRACTOR SHALL NOTIFY THE WALMARTCONSTRUCTION MANAGER IF EXISTING CONDITIONSARE DIFFERENT THAN WHAT IS SHOWN.2. PROPERTY BOUNDARIES SHOWN AREAPPROXIMATED AND INTENDED FORCONCEPTUAL PURPOSES ONLY.IMAGE SOURCE: NEARMAPSIMAGE DATE: JULY 2023NOTE TO GENERAL CONTRACTOR:(1) STRIPE/REFRESH ALL EXISTING PARKINGFIELDS (MAIN, SIDE AND REAR OF STORE).(2) DO NOT STRIPE/REFRESH IF SIMILARWORK WAS COMPLETED WITHIN LAST YEAR.CONFIRM WITH CONSTRUCTION MANAGER.ELEANOR AVEGOLF COURSE DRIVENOTE TO CONTRACTOR SITE AND DEMOLITION LEGENDREFERENCE DETAIL SHEETEXISTING PEDESTRIAN CROSSING SIGN TO BE REMOVED.EXISTING STOP SIGN TO BE REMOVED.EXISTING SIGN POST TO BE REMOVED.EXISTING SIGN POST AND BASE TO REMAIN. BOLLARD SIGN POSTS TO BE RE-PAINTED AS NECESSARY.EXISTING CROSSWALK STRIPING TO BE REMOVED.EXISTING YIELD PAVEMENT MARKING TO BE REMOVED.EXISTING CENTERLINE STRIPING TO REMAIN.NEW "STOP HERE FOR PEDESTRIANS" SIGN.NEW 30"X30" STOP SIGN.NEW SIGN MOUNTING AND BASE.NEW STOP TEXT AND STOP BAR.NEW 4" WIDE PAINTED YELLOW STRIPES AT 45° @ 2'-0" O.C.NEW CROSSWALK MARKINGS - 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OFTRAFFIC AT 2'-0" O.C. AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTEDOTHERWISE. SEE SITE PLAN FOR DIMENSIONS. ENTIRE CROSSWALK SHALL BE RE-STRIPED.LIMITS OF SEAL COAT. APPLY SEAL COAT OVER WHERE STRIPING AND PAVEMENT MARKINGS WEREREMOVED AND WHERE NEW STRIPING AND PAVEMENT MARKINGS WILL BE APPLIED. APPLY NEWSTRIPING AND PAVEMENT MARKINGS OVER SEAL COAT.NEW 4" WIDE PAINTED YELLOW STRIPES - 6' LONG WITH 18' GAPS. EXISTING TO BE REMOVED.EXISTING STOP BAR AND STOP TEXT PAVEMENT MARKINGS TO BE REMOVED.NEW OPEN ARROW PAVEMENT MARKINGS.EXISTING ARROW PAVEMENT MARKINGS TO BE REMOVED.REFRESH FIRE LANE STRIPING PER ROHNERT PARK INFORMATION BULLETIN 003-2020 STANDARDS.NEW 4" WIDE DOUBLE SOLID YELLOW STRIPE.EXISTING STOP SIGN TO REMAIN.EXISTING STOP SIGN TO BE RAISED TO MATCH CURRENT DETAILS/GUIDELINES.EXISTING BOLLARD AND SIGN POST TO BE REPAINTED.NEW SIGN MOUNTING AND BASE WITH BREAK AWAY POST.EXISTING "STOP HERE FOR PEDESTRIANS" SIGN TO REMAIN OR BE RE-USED.EXISTING STOP BAR AND STOP TEXT PAVEMENT MARKINGS TO BE REVISED/REFRESHED TO MATCHCURRENT DETAILS.EXISTING OPEN ARROW PAVEMENT MARKING TO BE REVISED/REFRESHED TO MATCH CURRENTDETAILS.NEW CONCRETE CURB TO BE FLUSH WITH PAVEMENT.NEW "DO NOT ENTER" SIGN.NEW 36"X36" STOP SIGN WITH DOUBLE SIGN MOUNTING, BREAK AWAY POSTS, AND BASES.NEW "CROSS TRAFFIC DOES NOT STOP" PLACARD.NEW "ONCOMING TRAFFIC DOES NOT STOP" PLACARD.NEW "TRAFFIC FROM LEFT DOES NOT STOP" PLACARD.NEW "TRAFFIC FROM RIGHT DOES NOT STOP" PLACARD.VAN VAN© STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC9.0SECP-1NOTES TO CONTRACTOR:1. REFERENCE SITE CONSTRUCTION PLAN FOR SITE SPECIFICDIMENSIONS OF CROSSWALK STRIPING AND LOCATION OFSIGNAGE.2. PROVIDE A COMPREHENSIVE CONSTRUCTION PHASING PLANFOR THIS WORK TO THE STORE MANAGER 7 DAYS PRIOR TOSTARTING ANY WORK. IT IS TO PROVIDE FOR DATES, TIMES ANDDURATION OF LANE CLOSURES, TEMPORARY VEHICLE ANDPEDESTRIAN TRAFFIC CONTROL.3. ALL EXISTING STRIPING AND PAVEMENT MARKINGS OR TEXTALONG THE BFR (BUILDING FRONTAGE ROAD) SHALL BEREMOVED. GRIND OUT ANY DIRECTIONAL ARROWS OR STOPBARS/TEXT THAT ARE NOT CORRECTLY LOCATED ORINCONSISTENT WITH THE DETAILS PROVIDED. APPLY SEAL COATTO THE COMPLETE EXTENT THAT THE STRIPING OR TEXT HASBEEN REMOVED IN A SINGLE COMPLETE RECTANGLE TO COVERALL REMOVED STRIPING (DO NOT APPLY SEAL COAT OVEREXISTING STRIPING OR CONCRETE). INSTALL NEW STRIPING ANDSIGNAGE AS SHOWN ON THE SITE CONSTRUCTION PLAN.4. ALL SIGNS LOCATED ON THE BUILDING SIDE OF THE BFR SHALLBE INSTALLED ON A SINGLE POST WITH BOLLARD.5. EXISTING R1-5B SIGNS THAT MEET CURRENT DESIGNGUIDELINES SHALL BE RE-USED WHERE SIGN POSTS ARE TO BEREMOVED.6. ALL PROPOSED SIGNAGE ALONG THE BFR IS TO BE MOUNTEDON SEPARATE SIGN POST AND BASE. IF NEW SIGN POST ANDBASE IS PROPOSED, CONTRACTOR TO REFER TO DETAILS FOREXACT LOCATION.7. CONTRACTOR TO TRIM TREES OBSTRUCTING SIGN VIEW.DEMOLITION AND SITE CONSTRUCTION PLANCONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!CONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!below.Know what'sCallbefore you dig.DEMOLITION PLANSCALE 1" = 20'SITE CONSTRUCTION PLANSCALE 1" = 20'NORTHNOTE TO CONTRACTOR © STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC10.0SECP & SSMDETAILS 1SECP AND STOP SIGNS AND MARKINGS DETAIL SHEETOGP CROSSWALKMARKING (SEE DETAIL)6" BOLLARD WITHPEDESTRIAN CROSSWALKSIGNAGE TO MATCHEXISTING6" BOLLARD(SEE DETAIL)6" BOLLARDS WITHDIRECTIONAL SIGNAGE TOMATCH EXISTING6" DIAGONAL PAINTEDSTRIPING AT 5'-0" O.C.PERIMETER STRIPING 8"EXISTINGDRIVEWAY30'-0"MIN.7'-4"4'-0"4'-0"4'-0"2'-6"4'-0"4'-6"25'-0"2'-10"5'-0"MINN.T.S.CHANNELIZATION AT OGP DOORPAINTEDTRAFFICWHITE6"8" TYP.7'-4"2'-0" TYP.N.T.S.OGP CROSSWALK MARKINGBLACK LEGEND YELLOW BACKGROUNDW4-4BN.T.S.18"24""ONCOMING TRAFFIC" PLAQUENOTE:SIGNS SHALL HAVEDIAMOND GRADE,ASTM TYPE XI,SHEETING.BLACK LEGEND YELLOW BACKGROUNDW4-4AN.T.S.18"24""LEFT/RIGHT TRAFFIC" PLAQUE18"24"NOTE:SIGNS SHALLHAVE DIAMONDGRADE, ASTMTYPE XI,SHEETING.(SEE DIRECTIONINDICATED ATSYMBOL)BLACK LEGEND YELLOW BACKGROUNDW4-4PN.T.S.18"24""CROSS TRAFFIC" PLAQUENOTE:SIGNS SHALL HAVEDIAMOND GRADE,ASTM TYPE XI,SHEETING.6"WHITE LEGEND RED BACKGROUNDR1-3PN.T.S.18""ALL WAY" PLAQUENOTE:SIGNS SHALL HAVEDIAMOND GRADE,ASTM TYPE XI,SHEETING.SINGLE POST WITH BOLLARDSIGN LOCATIONS - 60° PARKINGPAINTED ENDCAP - 60°SIGN LOCATIONS - 90° PARKINGPAINTED ENDCAP - 90°SQUARE TUBE BREAK AWAY POSTPLAN VIEWPARTIAL ELEVATIONSURFACESINGLE POST WITH BREAK AWAY POSTSIGN LOCATIONS - 60° PARKINGCURBED ISLAND - 60°SIGN LOCATIONS - 90° PARKINGCURBED ISLAND - 90°N.T.S.SIGN MOUNTING AND BASEORORNO SIGNS SHALLBE LOCATEDWITHIN SHADEDAREAS SHOWN INDETAILSNOTE:ALL SIGNS LOCATED ONTHE BUILDING SIDE OFTHE BFR ARE TO BEINSTALLED ON A SINGLEPOST WITH BOLLARD.NOTE:SIGNS SHALL HAVEDIAMOND GRADE, ASTMTYPE XI, SHEETING.NOTES FOR SINGLE POST WITHBOLLARD:1. ALL SIGNS SHALL COMPLYWITH U.S. DEPARTMENT OFTRANSPORTATION, FEDERALHIGHWAY ADMINISTRATION'S"MANUAL OF UNIFORMTRAFFIC CONTROLDEVICES", LOCAL CODESAND AS SPECIFIED. MOUNTSIGNS TO POST INACCORDANCE WITHMANUFACTURER'SINSTRUCTIONS.2. GALVANIZED SQUARE TUBEPOST TUBES - 2"X2" 12gaPOST TUBE SHALL MEETASTM A1011 GRADE 50.POST TUBE GALVANIZED ASPER ASTM A653 GRADE 90.EDGE OF TRAVEL WAYPAVED SURFACENOTES FOR SINGLE POST WITH BREAK AWAY POST:1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OFTRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S"MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCALCODES AND AS SPECIFIED. MOUNT SIGNS TO POST INACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.2. GALVANIZED SQUARE TUBEPOST TUBES - 2"X2" 12gaPOST TUBE SHALL MEET ASTM A1011 GRADE 50.POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.ANCHOR TUBE - 2-1/4"x2-1/4" 12gaHEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B.STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZEDPER ASTM A123.THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHORTUBE A MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM27" DEEP WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE.18"Ø4'-0"4'-0"3'-0" 7'-0" (MIN.)GALVANIZEDSQUARE TUBEUSE 4" SCH. 40 STEEL PIPEFILLED W/ CONCRETE WITH TOPROUNDED AND PAINTEDTRAFFIC YELLOWSLOPE TOPOF CONCRETE3500 P.S.I. P.C.CONCRETE BASEEDGE OF TRAVEL WAY 4'-0"7'-0" (MIN.)NOTE:THE MIN. HEIGHT OFTHE BOTTOM OF THELOWEST SIGN SHALLBE 7'-0"GALVANIZEDSQUARE TUBESLOPE TOPOF CONCRETE3500 P.S.I. P.C.CONCRETE BASESEE BREAK AWAYTUBE POST12"Ø27"GROUND SURFACE3" MIN. - 4" MAX.5/16" GR. 5SERRATEDFLANGED NUT5/16" GR. 5FLANGED BOLT4'-0"NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)4'-0" VARIES DEPENDING ON CURB RADIUS 4'-0"NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)4'-0" VARIES DEPENDING ON CURB RADIUS LAYOUT PERSTRIPINGDETAIL/SITE PLANLAYOUT PERSTRIPINGDETAIL/SITE PLAN30" "STOP" SIGNMOUNTED TO POST WITHBREAK AWAY POST36" "STOP" SIGN SHALLBE INSTALLED ON POSTWITH BOLLARD30" "STOP" SIGNMOUNTED TOPOST WITH BREAKAWAY POST36" "STOP" SIGNSHALL BEINSTALLED ONPOST WITHBOLLARD"STOP FOR PEDESTRIAN"SIGN ON POST (ALL SIGNSEQUAL TO OR GREATERTHAN 36" IN WIDTH SHALL BEMOUNTED ON POST WITHBOLLARD)"STOP FOR PEDESTRIAN" SIGN ONPOST (ALL SIGNS EQUAL TO ORGREATER THAN 36" IN WIDTH SHALLBE MOUNTED ON POST WITHBOLLARD)NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)LAYOUT PERSTRIPINGDETAIL/SITE PLANLAYOUT PERSTRIPINGDETAIL/SITE PLAN4'-0"4'-0""STOP" SIGN ONLY -ON POST WITHBOLLARD4'-0"4'-0" 4'-0" 4'-0""STOP FOR PEDESTRIAN"SIGN ON POST WITHBOLLARD"STOP FOR PEDESTRIAN"SIGN ON POST WITHBOLLARD"STOP" SIGNONLY - ONPOST WITHBOLLARDNOTE:THE MIN. HEIGHT OFTHE BOTTOM OF THELOWEST SIGN SHALLBE 7'-0"NO SIGNS SHALLBE LOCATEDWITHIN SHADEDAREAS SHOWN INDETAILSNO SIGNS SHALL BELOCATED WITHINSHADED AREASSHOWN IN DETAILSNO SIGNS SHALLBE LOCATEDWITHIN SHADEDAREAS SHOWN INDETAILSDOUBLE POST WITH BREAK AWAY POSTSGROUND SURFACEEDGE OF TRAVEL WAY 6'-0"GALVANIZEDSQUARE TUBESLOPE TOPOF CONCRETE3500 P.S.I. P.C.CONCRETE BASESEE BREAK AWAYTUBE POST7'-0" (MIN.)NOTE:THE MIN. HEIGHT OFTHE BOTTOM OF THELOWEST SIGN SHALLBE 7'-0"12"Ø27"24" 0.C.GROUND36" STOPSIGNNOTE:SIGNS SHALL HAVEDIAMOND GRADE, ASTMTYPE XI, SHEETING.ATCROSSWALKSATINTERSECTIONSATINTERSECTIONSATINTERSECTIONSAT CROSSWALKSVAN VAN(APPLICABLE TO STRIPED OR RAISED ISLANDS BASED ON SITE CONDITIONS)NOTES:1. REFERENCE EACH VESTIBULE ON THE SITE PLAN FOR FINALLAYOUT, DIMENSIONS AND SIGN LOCATION.2. SEE INSETS "A", "B" AND "C" FOR SIGN LOCATION FOR EACH OF THETHREE OPTIONS.3. ONLY RELOCATE SIGN POST IF OFFSET MORE THAN 9' FROMLEADING EDGE OF CROSSWALK (EITHER SIDE IN EITHER DIRECTION)ALONG FRONT DRIVE.CROSSWALK OFF-SET FROM CENTER OF VESTIBULEINSET "A""STOP HERE FOR PEDESTRIAN" SIGNLOCATION WHEN LEADING EDGE OFCROSSWALK LANDS BETWEEN DRIVEAISLE AND ACCESSIBLE PATH.INSET "B""STOP HERE FOR PEDESTRIAN" SIGNLOCATION WHEN LEADING EDGE OFCROSSWALK IS ALIGNED WITH EDGE OFACCESSIBLE PATH.CROSSWALK CENTERED ON VESTIBULECROSSWALK OFF-SET FROM CENTER OF VESTIBULECROSSWALK CENTERED ON VESTIBULEEDGE OFDRIVE AISLE"STOP FORPEDESTRIANS" SIGN- SEE NOTE 3 BELOW(IF RELOCATION ISREQUIRED, PAIRWITH LEADING EDGEOF CROSSWALK)"STOP FOR PEDESTRIANS" SIGN -SEE NOTE 3 BELOW (IF RELOCATIONIS REQUIRED, PAIR WITH LEADINGEDGE OF CROSSWALK OR 9' FROMEDGE OF DRIVE ISLE).SEE INSET "B""STOP FOR PEDESTRIANS"SIGN - SEE NOTE 3 BELOW (IFRELOCATION IS REQUIRED,PAIR WITH LEADING EDGE OFCROSSWALK)"STOP FOR PEDESTRIANS"SIGN - SEE NOTE 3 BELOW(IF RELOCATION ISREQUIRED, PAIR WITHLEADING EDGE OFCROSSWALK OR 9' FROMEDGE OF DRIVE ISLE).SEE INSET "C""STOP FORPEDESTRIANS" SIGN -SEE NOTE 3 BELOW (IFRELOCATION ISREQUIRED, PAIR WITHLEADING EDGE OFCROSSWALK)"STOP FOR PEDESTRIANS" SIGN -SEE NOTE 3 BELOW (IFRELOCATION IS REQUIRED, PAIRWITH LEADING EDGE OFCROSSWALK OR 9' FROM EDGEOF DRIVE ISLE).SEE INSET "B""STOP FOR PEDESTRIANS"SIGN - SEE NOTE 3 BELOW (IFRELOCATION IS REQUIRED,PAIR WITH LEADING EDGE OFCROSSWALK)"STOP FOR PEDESTRIANS" SIGN -SEE NOTE 3 BELOW (IFRELOCATION IS REQUIRED, PAIRWITH LEADING EDGE OFCROSSWALK OR 9' FROM EDGEOF DRIVE ISLE).SEE INSET "A"8" WHITE STRIPETRANSVERSE LINEIN PARKING AISLE(OK, THIS SIDEONLY)8" WHITE STRIPE6" WHITESTRIPES 24"O.C.8" WHITE STRIPE6" WHITESTRIPES 24"O.C.8" WHITE STRIPE6" WHITESTRIPES 24"O.C.8" WHITE STRIPE6" WHITESTRIPES 24"O.C.8" WHITE STRIPE8" WHITE STRIPE8" WHITE STRIPEINSET "C""STOP HERE FOR PEDESTRIAN" SIGNLOCATION WHEN LEADING EDGE OFCROSSWALK LANDS BEFORE OR WITHINDRIVE AISLE.4'VARIES NEVERLESS THAN 9'VARIESNEVER LESSTHAN 9'4'36'36'20'61'36'NO SIGNWITHIN 4'X9'AREACROSSWALKLEADINGEDGENO SIGNWITHIN 4'X9'AREANO SIGNWITHIN4'X9' AREANO SIGNSWITHIN 4'X9'AREANO SIGNWITHIN 4'X9'AREANO SIGNWITHIN 4'X9'AREANO SIGNWITHIN4'X9' AREANO STOPSIGNS WITHIN4' OFFSETFROM DRIVEAISLENO STOP SIGNS WITHIN4' OFFSET FROM DRIVEAISLENO STOP SIGNSWITHIN 4'OFFSET FROMDRIVE AISLENO STOP SIGNSWITHIN 4' OFFSETFROM DRIVE AISLENO STOP SIGNS WITHIN4' OFFSET FROM DRIVEAISLENO STOP SIGNS WITHIN4' OFFSET FROM DRIVEAISLECROSSWALKLEADINGEDGE4'VARIESNEVER LESSTHAN 9'NO SIGNWITHIN 4'X9'AREACROSSWALKLEADINGEDGENO STOP SIGNSWITHIN 4'OFFSET FROMDRIVE AISLESEEADDITIONALNOTE "B"BELOWADDITIONAL NOTES FOR INSET "C":A.IF CROSSWALK LEADING EDGE IS LESSTHAN HALF WAY ACROSS THE DRIVE AISLE,THE CROSSWALK SIGN WILL LAG THELEADING EDGE.B.IF CROSSWALK LEADING EDGE IS BEYONDHALF WAY ACROSS THE DRIVE AISLE, THECROSSWALK SIGN WILL LEAD THE LEADINGEDGE.SEEADDITIONALNOTE "A"BELOWSIGN LOCATION AND VESTIBULE CROSSWALK STRIPINGWHITE LEGEND RED BACKGROUNDR1-1N.T.S.NOTES:1. 36" STOP SIGNSHALL BEMOUNTED ONDOUBLE POSTWITH BREAKAWAY POST.2. SIGNS SHALLHAVE DIAMONDGRADE, ASTMTYPE XI,SHEETING.36"X36" STOP SIGNAT HIGHWAY/STREET INTERSECTIONS36"36"WHITE LEGEND RED BACKGROUNDR1-1N.T.S.30"X30" STOP SIGNWITHIN PARKING LOTNOTE:SIGNS SHALLHAVE DIAMONDGRADE, ASTMTYPE XI,SHEETING.30"30"N.T.S.LEGEND, BORDER - BLACKBACKGROUND - WHITE (RETROREFLECTIVE)STOP SYMBOL - RED (RETROREFLECTIVE)R1-5bNOTE:SIGNS SHALLHAVEDIAMONDGRADE, ASTMTYPE XI,SHEETING.30"30"STOP SIGN LOCATION AT VARIOUS STOPCONDITIONS30"X30"STOP SIGN4'-0" MIN.VARIES DEPENDING ONCURB RADIUS (TYP.)R1-5b "STOP HEREFOR PEDESTRIANS"SIGNEDGE OF INTERSECTING TRAVEL WAYEXISTINGRAMP(TYP.)EXISTINGSIDEWALK (TYP.)EXISTINGLANDSCAPEISLAND (TYP.)EXISTINGCROSSWALKBFR (BUILDING FRONTAGE ROAD)INGRESS FROM / EGRESS TO PUBLIC ROADPUBLIC ROADSIGN LOCATION WHEN STOP CONDITION AT BFR WITH CROSSWALK ON PARKING LOT SIDESIGN LOCATION WHEN STOP CONDITION AT END OF BUILDING ALONG BFR WITH CROSSWALKN.T.S.36"X36"STOP SIGN(TYP.)4'-0" MIN.4'-0" MIN.VARIES DEPENDING ONCURB RADIUS (TYP.)EXISTINGCROSSWALK (TYP.)30"X30"STOP SIGNR1-5b "STOP HEREFOR PEDESTRIANS"SIGN03/21/19SOLID ARROW PAVEMENT MARKINGSN.T.S.NOTES:1. WORDS AND ARROWS SHALL BEAPPLIED IN ACCORDANCE WITHSECTION 3B.20 OF THE MANUALON UNIFORM TRAFFIC CONTROLDEVICES FOR STREETS ANDHIGHWAYS.2. THESE WORDS ARE TO BE PAINTED"RETROREFLECTIVE WHITE WITHGLASS BEADS", PERSPECIFICATIONS, WHEN AT EXITSFROM PARKING LOT TO PUBLICSTREETS.SOLID ARROW MARKINGS1'-4"8'-0"1'-4"1'-4"1'-4"4"4"4"8'-0"6'-0"10'-0" 8'-0"6'-0"7'-3"AS INDICATED ON PLANSAS INDICATED ON PLANS"ONLY" PAVEMENT MARKINGPAINTED "RETROREFLECTIVE WHITE"13'-0"6" WHITE STRIPES24" O.C. (TYP.)8" WHITESTRIPE (TYP.EACH SIDE)MATCH EXISTINGMATCH EXISTING NOTES:1. MARKINGS FOR STREET SHALL BE ACCORDING TOLOCAL CODE REQUIREMENTS AND AS OUTLINED INSECTION 3B.18 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETS ANDHIGHWAYS.2. MARKINGS WITHIN PRIVATE PARKING LOT SHALL BEPER THIS DETAIL.3. THESE MARKINGS ARE TO BE PAINTEDRETROREFLECTIVE WHITE.W/ LONGITUDINAL STRIPESN.T.S.CROSSWALK MARKING(MODIFIED)N.T.S.NOTES:1. ARROWS SHALL BE APPLIED INACCORDANCE WITH SECTION3B.20 OF THE MANUAL ONUNIFORM TRAFFIC CONTROLDEVICES FOR STREETS ANDHIGHWAYS.2. OPEN ARROWS SHALL CONSISTOF A 4" PERIMETER STRIPE.AS INDICATED ON PLANSPAINTED "WHITE"OPEN ARROW MARKINGS1'-0"6'-4"4"STANDARD RED AND WHITE SIGNR5-1N.T.S.30"30""DO NOT ENTER"SIGNNOTE:SIGNS SHALL HAVEDIAMOND GRADE,ASTM TYPE XI,SHEETING. © STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC11.0SECP & SSMDETAILS 2SECP AND STOP SIGNS AND MARKINGS DETAIL SHEET03/16/20NOTE:1. WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2. THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.N.T.S.STOP PAVEMENT MARKINGS - PARKINGLOTWHERE INTERSECTING DRIVES ARE AT90° WITH STOP SIGN(AS SHOWN ON PLANS)SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4"12"EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY4'-0"STOP BARSTOP SIGN (TYP.)36"X36" ATHIGHWAY/STREETINTERSECTIONS30"X30" WITHIN PARKINGLOT20'4" WIDE DOUBLE SOLIDYELLOW STRIPE (ASSHOWN ON PLANS)4'-0" MIN.90°PARKING60° PARKING - ONE-WAY DRIVEAISLE60° PARKING - TWO-WAY DRIVEAISLECENTERLINE OFTWO-WAY DRIVE AISLETEXTCENTERED ONDRIVE AISLESTOP BAREXTENDS THEENTIRE WIDTH OFDRIVE AISLE4'-0" MIN.4'-0" MIN.4'-0"4'-0" MIN.4'-0"4'-0"STOPSIGNSTOPSIGNSTOPSIGNSTOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLESTOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'-0" MIN.8"4'-0"4'-0"4'-0"NOTE:1. WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2. THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.N.T.S.STOP PAVEMENT MARKINGS - PARKINGLOT WHERE INTERSECTING DRIVESARE AT 90° WITHOUT STOP SIGN(AS SHOWN ON PLANS)SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4" 12" 4'-0"STOP BAR20'4" WIDE DOUBLE SOLIDYELLOW STRIPE (ASSHOWN ON PLANS)90°PARKING60° PARKING - ONE-WAY DRIVEAISLE60° PARKING - TWO-WAY DRIVEAISLECENTERLINE OFTWO-WAY DRIVE AISLETEXTCENTERED ONDRIVE AISLESTOP BAREXTENDS THEENTIRE WIDTH OFDRIVE AISLE03/16/20STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLEEDGE OF CROSSWALK OR INTERSECTING TRAVEL WAYSTOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'-0"4'-0"4'-0"8"03/16/20NOTE:1. WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2. THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.N.T.S.STOP PAVEMENT MARKINGS - PARKINGLOT WHERE INTERSECTING DRIVES ARENOT AT 90° WITH STOP SIGN(AS SHOWN ON PLANS)SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4" 12 "EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY4'- 0 "STOP BARSTOP SIGN (TYP.)36"X36" ATHIGHWAY/STREETINTERSECTIONS30"X30" WITHIN PARKINGLOT20'4" WIDE DOUBLE SOLIDYELLOW STRIPE (ASSHOWN ON PLANS)4'-0" MIN.90°PARKING60° PARKING - ONE-WAY DRIVEAISLE60° PARKING - TWO-WAY DRIVEAISLECENTERLINE OFTWO-WAY DRIVE AISLETEXTCENTERED ONDRIVE AISLE4'-0" MIN.4'-0" MIN.4'- 0 "4'-0" MIN.STOPSIGNSTOPSIGNSTOPSIGNSTOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'- 0 " M I N .8"4'- 0 " 4'- 0 "STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'- 0 " 4'- 0 "STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'- 0 "03/16/20NOTE:1. WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2. THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.N.T.S.SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4" 12 "EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY4'- 0 "STOP BAR20'4" WIDE DOUBLE SOLIDYELLOW STRIPE (ASSHOWN ON PLANS)90°PARKING60° PARKING - ONE-WAY DRIVEAISLE60° PARKING - TWO-WAY DRIVEAISLECENTERLINE OFTWO-WAY DRIVE AISLETEXTCENTERED ONDRIVE AISLESTOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE8"4'- 0 "STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'- 0 "STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'- 0 "STOP PAVEMENT MARKINGS - PARKINGLOT WHERE INTERSECTING DRIVES ARENOT AT 90° WITHOUT STOP SIGN(AS SHOWN ON PLANS)N.T.S.90°PARKING60° PARKING - ONE-WAY DRIVEAISLE60° PARKING - TWO-WAY DRIVEAISLETEXTCENTERED ONDRIVE AISLESTOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'-0"STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'-0"STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'-0"STOP PAVEMENT MARKINGS - PARKINGLOT WHERE INTERSECTING DRIVES ARENOT AT 90° WITH STOP SIGN(AS SHOWN ON PLANS)4'-0" MIN.STOPSIGN4'-0"4'-0" MIN.STOPSIGN4'-0"4'-0" MIN.STOPSIGN4'-0"NOTE:1. WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2. THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4"12"EDGE O F CRO S SWA LK OR IN TER S ECT ING TRAVE L WA Y4'-0"STOP BAR20'4" WIDE DOUBLE SOLIDYELLOW STRIPE (ASSHOWN ON PLANS)CENTERLINE OFTWO-WAY DRIVE AISLE8"03/16/20STOP SIGN (TYP.)36"X36" ATHIGHWAY/STREETINTERSECTIONS30"X30" WITHIN PARKINGLOT4'-0" MIN.4'-0" MIN.N.T.S.STOP PAVEMENT MARKINGS - PARKINGLOT WHERE INTERSECTING DRIVES ARENOT AT 90° WITHOUT STOP SIGN(AS SHOWN ON PLANS)90°PARKING60° PARKING - ONE-WAY DRIVEAISLE60° PARKING - TWO-WAY DRIVEAISLETEXTCENTERED ONDRIVE AISLESTOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'-0"STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'-0"STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'-0"NOTE:1. WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2. THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.03/16/20SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4"12"EDGE O F CRO S SWA LK OR IN TER SEC T ING TRAV E L WA Y4'-0"STOP BAR20'4" WIDE DOUBLE SOLIDYELLOW STRIPE (ASSHOWN ON PLANS)CENTERLINE OFTWO-WAY DRIVE AISLE8" © STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC12.0SPECIFICATIONSSHEET 1TRAFFIC SIGNS AND SIGNALS SPECIFICATIONPART 1 - GENERAL1.1 SUMMARYA. Section Includes:1. Traffic control signs.B. Related Requirements:1. Section 09900 - Painting. Painting for painted posts where shown on the Drawings.1.2 REFERENCESA. The publications listed below form a part of this specification to the extent referenced. Publications are referenced within the text by thebasic designation only.B. ASTM International (ASTM):1. ASTM A53 - Pipe, Steel, Black and Hot_Dipped, Zinc_Coated Welded and Seamless.2. ASTM C94 - Ready Mix Concrete3. ASTM D4956 - Retroreflective Sheeting for Traffic Control.C. US Department of Transportation, Federal Highway Administration:1. Manual on Uniform Traffic Control Devices (MUTCD).PART 2 - PRODUCTS2.1 SIGNSA. Conform to US Department of Transportation MUTCD. Sign classification, type, size, and color shall be as shown on the drawingsB. Retroreflectivity: Microprismatic type, diamond grade reflective sheeting conforming to ASTM D 4956, Type XI.2.2 POSTSA. Square Post: Square tubular steel sign post, galvanized, 12 ga, perforated full-length with 7/16 inch holes on four sides. Post size shallbe as shown on the Drawings.B. Steel Pipe: ASTM A 53, Type E (electric-resistance welded) or Type S (seamless), Grade B, Schedule 40, size as shown on theDrawings.2.3 CONCRETEA. Mix concrete and deliver in accordance with ASTM C 94.B. Design mix to produce normal weight concrete consisting of Portland cement, aggregate, water_reducing admixture, air_entrainingadmixture, and water to produce following:1. Compressive Strength: 3,500 psi, minimum at 28 days, unless otherwise indicated on the Drawings.2. Slump Range: 1 to 3-inches at time of placement3. Air Entrainment: 5 to 8 percentPART 3 - EXECUTION3.1 PREPARATIONA. Field verify underground utilities prior to sign installation. Primary utilities of concern of shallow depths are lawn sprinkler systems,electric, telephone, fiber optic, cable and gas.3.2 INSTALLATIONA. Install signs as shown on the Drawings and in accordance with MUTCD and manufacturer's instructions.B. Install signs of the type and at locations shown on the Drawings.C. Install posts of the type as shown on the drawing.D. Where shown as painted, field paint steel pipe posts in accordance with Section 09900.END OF SECTIONSITE DEMOLITION SPECIFICATIONPART 1 - GENERAL1.1 SUMMARYA. Section Includes:1. Demolition of structures, paving, and utilities.2. Patching and filling voids created as a result of removals or demolition.1.2 REGULATORY REQUIREMENTSA. Compliance with all laws, including Safety Laws, Environmental Laws, Stormwater Laws and Worker Verification Laws as wellas requirements found within the Contract Documents and these Specifications, that pertain to Safety Compliance, EnvironmentalCompliance, Stormwater Compliance and Worker Verification Compliance. Obtain required permits and licenses fromappropriate authorities. Pay associated fees including disposal charges.B. Notify affected utility companies before starting work and comply with their requirements.C. Do not close or obstruct public or private roadways, sidewalks, or fire hydrants without appropriate permits or writtenauthorization.D. If hazardous, contaminated materials or other environmental related conditions are discovered, stop work immediately and notifythe Wal-Mart Construction Manager for action to be taken. Do not resume work until specifically authorized by the ConstructionManager.1.3 PROJECT CONDITIONSA. Conditions existing at time of inspection for bidding purposes will be maintained by Owner as reasonably practical.B. Unless otherwise indicated in Contract Documents or specified by the Owner, items of salvageable value to Contractor shall beremoved from site and structures. Storage or sale of removed items on site will not be permitted and shall not interfere with otherwork specified.PART 2 - PRODUCTS2.1 FILL MATERIALSA. Fill material shall be aggregate fill materials consisting of stone, gravel, or sand free from debris, trash, frozen materials, roots,and other organic matter.2.2 CONCRETEA. Mix concrete and deliver in accordance with ASTM C 94.B. Design mix to produce normal weight concrete consisting of Portland cement, aggregate, water_reducing admixture,air_entraining admixture, and water to produce following:1. Compressive Strength: 3,500 psi, minimum at 28 days, unless otherwise indicated on the Drawings.2. Slump Range: 1 to 3-inches at time of placement3. Air Entrainment: 5 to 8 percentPART 3 - EXECUTION3.1 PREPARATIONA. Provide, erect, and maintain erosion control devices, temporary barriers, and security devices at locations indicated onConstruction Drawings. Provide a comprehensive construction phasing plan for this work to the store manager 7 days prior tostarting any work. It is to provide for dates, times and duration of lane closures, temporary vehicle and pedestrian traffic control.B. Protect existing landscaping materials, appurtenances, and structures, which are not to be demolished. Repair damage to existingitems to remain caused by demolition operations.C. Prevent movement or settlement of adjacent structures. Provide bracing and shoring as necessary.D. Mark location of utilities. Protect and maintain in safe and operable condition utilities that are to remain. Prevent interruption ofexisting utility service to occupied or used facilities, except when authorized in writing by authorities having jurisdiction. Providetemporary services during interruptions to existing utilities as acceptable to governing authorities and Owner.E. For work on operating Walmart sites, prior to any underground excavation, contractor is expected to obtain current andrepresentative underground utility plans from Walmart for private utilities that are not located by others. This is specificallyintended to provide approximate locations for Walmart private utilities including water, sewer, electrical, telephone and dataservices.F. Notify adjacent property owners of work that may affect their property, potential noise, utility outages, or other disruptions.Obtain written permission from adjacent property owners when demolition equipment will traverse, infringe upon, or limit accessto their property. Coordinate notice with Owner.3.2 GENERAL DEMOLITION REQUIREMENTSA. Conduct demolition to minimize interference with adjacent structures or pavements to remain.B. Cease operations immediately if adjacent structures appear to be in danger. Notify authority having jurisdiction. Do not resumeoperations until directed by authority.C. Conduct operations with minimum of interference to public or private access. Maintain ingress and egress at all times other thanin specific areas where work is in progress.D. Sprinkle work with water to minimize dust. Provide hoses and water connections for this purpose.E. Comply with governing regulations pertaining to environmental protection.F. Clean adjacent structures and improvements of dust, dirt, and debris caused by demolition operations. Return adjacent areas tocondition existing prior to start of work.3.3 DEMOLITIONA. Demolish site improvements designated to be removed as shown on the drawings. Site improvements shall include but not belimited to structures, foundations, pavements, curbs and gutters, drainage structures, utilities, signage or landscaping.B. Disconnect and cap or remove utilities to be abandoned as shown on the drawings.C. Fill or remove piping and appurtenances as shown.D. Demolish concrete and masonry in small sections. Break up concrete slabs_on_grade that are 2-feet or more below proposedsubgrade to permit moisture drainage. Remove slabs-on-grade and below grade construction within 2-feet of proposed subgrade.3.4 PATCHINGA. Where improvements are removed from paved areas, pavements shall be sawcut in straight lines at the perimeter and patched.Damaged pavement adjacent to removed improvements shall also be removed and patched.B. Pavement patches shall be paved with minimum 6" concrete, broom finished and flush with adjacent grades.3.5 FILLING VOIDSA. Completely fill below grade areas and voids resulting from demolition or removal of structures, etc., using aggregate fill materialsconsisting of stone, gravel, or sand free from debris, trash, frozen materials, roots, and other organic matter.B. Areas to be filled shall be free of standing water, frost, frozen or unsuitable material, trash, and debris prior to fill placement.C. Place fill materials in lifts not to exceed 6 inches loose measure and compacted to 95 percent of maximum laboratory density perASTM D698 with moisture content of not less than 1 percent below and not more than 3 percent above optimum moisture content.D. Grade surface to match adjacent grades and to provide flow of surface drainage after fill placement and compaction.3.6 DISPOSAL OF DEMOLISHED MATERIALSA. Remove from site debris, rubbish, and other materials resulting from demolition operations. Leave areas of work in cleancondition.B. No burning of any material, debris, or trash on_site or off_site will be allowed.C. Transport materials removed from demolished structures with appropriate vehicles and dispose off-site to areas that are approvedfor disposal by governing authorities and appropriate property owners.END OF SECTIONPAVEMENT MARKINGS SPECIFICATIONPART 1 - GENERAL1.1 SUMMARYA. Section Includes:1. Painting and marking of pavements, curbs, and guard posts (bollards)..1.2 REFERENCESA. The publications listed below form a part of this specification to the extent referenced. Publications are referenced within the text by the basic designationonly.B. American Association of State Highway and Transportation (AASHTO):1. AASHTO M247 - Glass Beads Used in Traffic Paints2. AASHTO M248 - Ready-Mixed White and Yellow Traffic PaintsC. Master Painter's Institute (MPI):1. MPI 32 - Traffic Marking Paint, Solvent Based.2. MPI 97 - Traffic Marking Paint, Latex.D. ASTM International (ASTM):1. ASTM D4414 - Standard Practice for Measurement of Wet Film Thickness by Notched Gauges.E. Federal Specifications (FS):1. FS A-A-2886 - Paint, Traffic, Solvent Based (supersedes FS TT-P-85 and FS TT-P-115, Type I)2. FS TT-B-1325 - Beads (Glass Spheres) Retro-Reflective3. FS TT-P-1952 - Paint, Traffic And Airfield Marking, Waterborne 1.3 PROJECT CONDITIONSA. Maintain access for vehicular and pedestrian traffic as required for other construction activities. Utilize flagmen, barricades, warning signs, and warning lightsas required.PART 2 - PRODUCTS2.1 MATERIALSA. Paint shall be waterborne or solvent borne, colors as shown or specified herein. Pavement marking paints shall comply with applicable state and local lawsenacted to ensure compliance with Federal Clean Air Standards. Paint materials shall conform to the restrictions of the local Air Pollution Control District.B. Waterborne Paint: Paints shall conform to FS TT-P-1952 and have MPI 97 approval.C. Solvent Borne Paint: Paint shall conform to FS A-A-2886 or AASHTO M248 and have MPI 32 approval. Paint shall be non_bleeding, quick_drying, andalkyd petroleum base paint suitable for traffic_bearing surface and be mixed in accordance with manufacturer's instructions before application for colorsWhite, Yellow, Blue, and Red.D. Glass Beads: AASHTO M 247, Type 1 or FS TT-B-1325, Type 1, Gradation A.PART 3 - EXECUTION3.1 EXAMINATIONA. Examine the work area and correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions arecorrected.3.2 PREPARATIONA. Sweep and clean surface to eliminate loose material and dust.B. Where existing pavement markings are indicated on Construction Drawings to be removed or would interfere with adhesion of new paint, a motorized abrasivedevice or soda blasting shall be used to remove the markings. Equipment employed shall not damage existing paving or create surfaces hazardous to vehicleor pedestrian traffic.3.3 CLEANING EXISTING PAVEMENT MARKINGSA. Remove existing pavement markings which are in good condition but interfere or conflict with the newly applied marking patterns and as noted on plans.Deteriorated or obscured markings that are not misleading or confusing or do not interfere with the adhesion of the new marking material do not requireremoval. Conduct grinding, soda blasting or other operations in such a manner that the finished pavement surface is not damaged or left in a pattern that ismisleading or confusing. Use dust collection system when removing existing pavement markings. Comply with the requirements of Section 01351Regulatory Compliance Supplement for management and disposal of hazardous wastes.3.4 APPLICATIONA. Apply two coats of same color of paint as specified below, at manufacturer's recommended rate, without addition of thinner, with maximum of 100 square feetper gallon or as required to provide a minimum wet film thickness of 15 mils and dry film thickness of 7 ½ mils per coat. Paint shall be applied for a total dryfilm thickness of 15 mils. Apply with mechanical equipment to produce uniform straight edges. At sidewalk curbs and crosswalks, use straightedge to ensureuniform, clean, and straight stripe.B. Install pavement markings according to manufacturer's recommended procedures for the specified material.C. Following items shall be painted with colors noted below:1. Pedestrian Crosswalks: White2. Exterior Sidewalk Curbs and Guard posts: Yellow3. Exterior Light Pole Bases: Yellow (unless otherwise noted on Construction Detail).4. Fire Lanes: Red or per local code.5. Lane Striping where separating traffic moving in opposite directions: Yellow.6. Lane Striping where separating traffic moving in the same direction: White.7. ADA Symbols: Blue or per local code.8. ADA parking space markings as shown on the drawings.9. Parking Stall Striping: Yellow, unless otherwise noted on Construction Drawings.10. Associate Parking Area: White, unless otherwise noted on Construction Drawings.D. Apply glass beads at pedestrian crosswalk striping and at lane striping and arrows at driveways connecting to public streets. Broadcast glass beadsuniformly into wet markings at a rate of 6 lb/gal.3.5 FIELD QUALITY CONTROLA. Field quality control shall be the responsibility of the Contractor. Field quality control testing and inspection shall be at the discretion of the Contractor asnecessary to assure compliance with Contract requirements.3.6 CLEANINGA. Waste materials shall be removed at the end of each workday. Upon completion of the work, all containers and debris shall be removed from the site. Paintspots upon adjacent surfaces shall be carefully removed by approved procedures that will not damage the surfaces and the entire job left clean and acceptable.END OF SECTIONSEAL COAT SHALL BE APPLIED WHERE EXISTING MARKINGS ARE REMOVED.SMALL PROJECT SEAL COAT SPECIFICATION:IN GENERAL:· CRACK FILLING AND OIL SPOT TREATMENTS ARE NOT REQUIRED PRIOR TO SEAL COAT. OTHER THANTHESE EXCEPTIONS, PREPARE AND CLEAN AREA TO BE SEAL COATED CONSISTENT WITHMANUFACTURER'S INSTRUCTIONS AND SPECIFICATION.APPROVED MATERIALS:1)STAR PRODUCTS·MICRO-PAVE PRO-BLEND WITH ADDED SAND· SINGLE COAT2)SEAL MASTER·POLYMER MODIFIED MASTERSEAL WITH ADDED SAND· SINGLE COAT3)GEM SEAL BLACK DIAMOND XL· WITH ADDED SAND· SINGLE COATMATERIALS IDENTIFIED IN SPECIFICATION SECTION 02787 CAN BE USED. COAL TAR BASED SEAL COATMATERIALS IN ANY FORM ARE PROHIBITED.SPECIFICATION SHEET 1 © STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC13.0SPECIFICATIONSSHEET 2SPECIFICATION SHEET 2SEAL COAT SPECIFICATIONPART 1 - GENERAL1.1 SUMMARYA. Section Includes:1. Seal coats using a polymer-modified asphalt emulsion blended with fine aggregate.B. Related Requirements:1. Site Demolition Specification2. Pavement Markings Specification3. Traffic Signs and Signals Specification1.2 REFERENCESA. The publications listed below form a part of this specification to the extent referenced. Publications are referenced within the text by thebasic designation only.B. ASTM International (ASTM)1. ASTM C 136 - Method of Sieve Analysis of Fine and Coarse Aggregate2. ASTM D 217 - Method for Cone Penetration of Lubricating Grease3. ASTM D 244 - Test Methods for Emulsified Asphalts4. ASTM D 562 - Method for Consistency of Paints Measuring Krebs Unit (KU) Viscosity Using a Stormer-Type Viscometer5. ASTM D 977 - Emulsified Asphalt6. ASTM D 2397 - Cationic Emulsified Asphalt7. ASTM D 2042 - Method for solubility of Asphalt Materials in Trichloroethylene8. ASTM D 3910 - Practice for Design, Testing, and Construction of Slurry Seal9. ASTM D 6690 - Joint and Crack Sealants, Hot Applied, for Concrete and Asphalt Pavements1.3 ADMINISTRATIVE REQUIREMENTSA. Pre_installation Meeting: Convene a pre_installation meeting at the site at least two weeks prior to commencing work of this Section.Require attendance of parties directly affecting work of this Section, including, but not limited to, the store manager, Contractor, and jobforeman.1. Contact Wal_Mart Construction Manager three weeks prior to pre_installation conference to confirm schedule.2. Record discussions of meeting and decisions, agreements reached, and furnish copy of record to each party attending. Reviewforeseeable methods and procedures related to paving work, including the following:a. Review preparation and installation procedures and coordinating and scheduling required with related work (including allrequired striping).b. Review proposed sources of materials.c. Tour, inspect, and discuss condition of existing pavement and other preparatory work such as patching and crack sealing. Ifcrack sealing is needed (reference section 2.4.C below) or other areas of pavement distress are noted during tour, submitappropriate RFI to project team for review.d. Review requirements for protecting paving work, including restriction and redirection of traffic during installation and curingperiod.e. Review and finalize construction schedule and verify availability of materials, installer's personnel, equipment, traffic controldevices, and facilities needed to make progress and avoid delays.f. Review paving requirements (drawings, specifications, and other contract documents).g. Review weather and forecasted weather conditions, and procedures for coping with unfavorable conditions.h. Review health and safety precautions relating to handling and placement of seal coat.1.4 QUALITY ASSURANCEA. Contractor Qualifications: The seal coat applicator shall have not less than 3 years documented experience in the application of emulsionseal coats.1.5 SITE CONDITIONSA. Weather Limitations: Apply seal coat only under the following weather conditions:1. The atmospheric temperature is between 50 and 90 F and is expected to remain above 50 F for 24 hours.2. Pavement temperature is above 55 F.3. Surface is dry and no moisture is expected within 24 hours.4. Weather and wind conditions are such that overspray is preventable and will allow proper curing and opening to traffic within areasonable time.B. Maintain access for vehicular and pedestrian traffic as required by the Wal-Mart Store and Construction Manager. Utilize temporarystriping, flagmen, barricades, warning signs, and warning lights as required.PART 2 - PRODUCTS2.1 MATERIALSA. Aggregate: Aggregate shall be 100 percent passing the No. 16 (1.18 mm) sieve when tested in accordance with ASTM C 136. Aggregateshall consist of hard, washed, dry natural or manufactured particles free of dust, trash, clay, organic materials or other contaminants.B. Asphalt Emulsion: Comply with ASTM D977 or ASTM D2397 for SS-1h or CSS-1h. The penetration of the residue from the distillationtest shall be 20 to 60. Clay stabilized emulsion, with a ph not greater than 7.0, and solids content not less than 45 percent may be used.The polymer material shall be milled or blended into the asphalt or emulsifier solution prior to the emulsification process. The minimumamount and type of polymer modifier shall be determined by the laboratory performing the mix design.C. Coal Tar: Coal tar emulsion or coal tar/asphalt emulsion shall not be used as a substitute for asphalt emulsion.D. Water: Water shall be potable and free of harmful soluble salts or reactive chemicals and any other contaminants and at least 50 F.E. Additives: Additives shall be included and approved as part of the mix design and be compatible with the other components of the mix.F. Crack Sealant: Crack sealant shall conform to ASTM D6690, Type II or higher and compatible with the specified seal coat emulsion.2.2 COMPOSITIONA. Composition. Seal coat shall consist of a mixture of the specified emulsion, water, aggregate, and additives and be proportioned to meetthe requirements shown in the following Table 1.TABLE 1 - Undiluted Seal Coat Design PropertiesMethodMinimumMaximumWeight (per gallon), ASTM D 244, lbs9.0Cone Penetration, ASTM D 217, mm340700% Non-Volatile150% Non-Volatile Residue Soluble in Trichloroethylene, ASTM D 20421035Wet Track Abrasion Loss, ASTM D 3910, g35Viscosity, ASTM D 562, KU75Dried Film ColorBlack1Weigh 10 g of homogeneous product into a previously tared, small ointment can. Place in an oven at 325°F for 90 minutes. Cool,reweigh and calculate non-volatile residue as a percent of the original mass.2.3 EQUIPMENTA. Distributors. Distributors or spray units used for the spray application of the seal coat shall be self-propelled and capable of uniformlyapplying 0.10 to 0.30 gallons per square yard of material over the required width of application. Distributors shall be equipped withtachometers, pressure gauges, and volume measuring devices. The mix tank shall have a mechanically powered, full sweep, mixer withsufficient power to move and homogeneously mix the entire contents of the tank.B. Spray Nozzles. Nozzles shall be free from clogs and debris and set at the same angle.C. Mixing Equipment. The mixing machine shall have a continuous flow mixing unit capable of accurately delivering a predeterminedproportion of aggregate, water, and emulsion, and of discharging the thoroughly mixed product on a continuous basis. The mixing unitshall be capable of thoroughly blending all ingredients together and discharging the material without segregation.D. Spreading Equipment. Spreading equipment shall be a mechanical type squeegee/brush distributor attached to the mixing machine,equipped with flexible material in contact with the surface to prevent loss of slurry from the spreader box. It shall be maintained toprevent loss of slurry on varying grades and adjusted to assure uniform spread. There shall be a lateral control device and a flexible strikeoff capable of being adjusted to lay the slurry at the specified rate of application. The spreader box shall have an adjustable width. Thebox shall be kept clean. Emulsion and aggregate build up on the box shall not be permitted.E. Clean equipment with a petroleum solvent if previously used with a different material.F. Hand Squeegee or Brush Application. Hand spreading application shall be used only in places not accessible to the mechanizedequipment or to accommodate neat trim work at curbs, etc. Material that is applied by hand shall meet the same standards as that appliedby machine.G. Calibration. Spreading equipment shall be provided with a method of calibration by the manufacturer. Equipment shall be calibrated toassure that it will produce and apply a mix that conforms to the job mix formula. Calibrations shall be made with the approved jobmaterials prior to application of the seal coat.2.4 PREPARATIONA. Remove all existing striping in areas subject to seal coating as noted in plans. Reference applicable specification section in SiteDemolition.B. Remediate distressed areas of existing pavement by saw-cutting and removing existing pavement, regrading and compacting theunderlying base course and replacing with full depth asphalt at locations and as shown on the drawings.1. Repairs not specifically shown on the plans but considered necessary by the contractor, store manager or construction manager (CM)shall be identified and submitted as an RFI to the project team prior to commencement of repairs.2. Repairs submitted by RFI and approved shall be performed as directed by the CEC. Cost for such work directed and performed willbe paid for in accordance with the “Changes in the Work” Clause of the General Conditions.C. Longitudinal and traverse cracks in excess of 0.25 inch, but less than 1 inch shall be sealed with a crack sealant. Cracks that contain weedor other live vegetable matter shall be treated with a locally approved, non-oil based sterilant prior to applying the crack filler.D. Existing crack sealants in the parking lot shall be evaluated for compatibility with the specified emulsion. If not compatible with eachother they can't be used together. Immediately prior to applying the seal coat, the surface shall be cleared of all loose material, dirt, dust,grease, oil, vegetation and other objectionable material. If water is used, cracks shall be allowed to dry thoroughly before applying theseal coat.E. Protect existing manholes, inlets, vaults, valve boxes, meter boxes, etc. as necessary to maintain free accessibility upon completion of sealcoat application. Surfaces adjacent to seal coat application areas such as sidewalks, curb and/or gutter, storefronts, etc. shall be protectedby use of felt paper anchored with clean aggregate, or by shielding components with plywood during application.F. Coordinate limits of seal coat application operations with Owner's Construction Manager and Store Manager to avoid interruption to storeoperations. Protect adjacent areas of the parking lot outside of current seal coat application limits to avoid tracking onto adjacent areas.Partition off limits of current seal coat operations until surface is traffic ready.G. Coordinate with Store Manager to deactivate lawn sprinkler systems least 48 hours prior to placing the seal coat and remain off for atleast 24 hours after the seal coat application.2.5 APPLICATIONA. Apply seal coat at a total rate (undiluted) of 0.17gal./SY.B. Dampen pavement with a fog spray of water if ambient temperatures exceed 80°F. No standing water shall remain on the surface.C. Apply the coat uniformly in a manner such that the combined application of the coat equals the total rate specified above.D. Suspend application when the distribution tank has less than 100 gallons left and refill to prevent irregular patterns or misses.E. The coat shall be allowed to dry and cure initially a minimum of 2-4 hours before applying any markings. The initial drying shall allowevaporation of water of the applied mixture, resulting in the coating being able to sustain light foot traffic. The initial curing shall enablethe mixture to withstand vehicle traffic without damage to the seal coat.F. The finished surface shall present a uniform texture with no streaks.G. The single coat shall be allowed to dry a minimum of eight hours in dry daylight conditions before opening to traffic, and initially cureenough to support vehicular traffic without damage to the seal coat.H. Where marginal weather conditions exist during the eight hour drying time, additional drying time shall be allowed. The length of timeshall be as specified by the supplier. The surface shall be checked after the additional drying time for trafficability before opening thesection to vehicle traffic.END OF SECTION VAN VANVAN VANVAN VANELEANOR AVEGOLF COURSE DREMILY AVE COUNTRY CLUB DR © STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CANOT FORCONSTRUCTION7007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMEX-2TRAFFICCIRCULATIONPLANNORTHLEGENDPROPERTY LINETRAFFIC CIRCULATION PLANSCALE: 1" = 40'EMPLOYEE PARKING LOCATION, FOR REFERENCE ONLY DO NOT STRIPE.WALMART DELIVERY TRUCK "WB-50"PICK-UP CUSTOMER PASSENGER CAR "P"NOTE: AM PEAK HOUR IS ONE CONSECUTIVE HOUR BETWEEN 7-9AM,PM PEAK HOUR IS ONE CONSECUTIVE HOUR BETWEEN 4-6PMAttachment B kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 MEMORANDUM To: From: Jin Choi and Ryan Chiene, Kimley-Horn and Associates, Inc. Date: January 31, 2025 Subject: Walmart Expansion Project, Rohnert Park, CA – Noise Technical Memorandum PURPOSE The purpose of this memorandum is to evaluate potential noise impacts associated with construction and operation of the proposed Walmart Expansion Project (Project), located in the City of Rohnert Park, California. PROJECT DESCRIPTION The Project site is generally located at 901 Golf Course Drive north of Eleanor Drive and Emily Avenue in the City of Rohnert Park, California (City). The Project site is surrounded by commercial uses to the north, residential uses to the east and south, and a fire station and commercial office uses to the west. The Project site is currently developed by the existing 33,411 square-foot Walmart Neighborhood Market. The Project proposes to expand the existing Walmart Neighborhood Market through the takeover of 4,969 square feet of the adjacent retail building to the east; see Figure 1: Site Plan. The intended use includes the storage, staging and dispensing of retail merchandise ordered by customers on-line pickup at the store. Site improvements would occur in the parking lot in two locations. The first location would be to the south of expansion area with improvements and updates to the existing ADA accessible parking space, mill and overlay, new striping and signage for dedicated pickup spaces and new crosswalks. The second location would be to the north of expansion area with improvements and updates of the existing ADA accessible parking spaces and path of travel and updated crosswalk striping. The proposed Project would require a modification to the existing Conditional Use Permit, Site Plan, and Architectural Review PL2013-003UP/SR to allow the expansion and improvements mentioned above. Project construction is anticipated to occur over approximately four months beginning July 2025 and ending October 2025. Bryan Spencer, Kimley-Horn and Associates, Inc. ATTACHMENT C Page 2 kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 Figure 1: Site Plan Page 3 kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 NOISE BACKGROUND Sound is technically described in terms of amplitude (loudness) and frequency (pitch). The standard unit of sound amplitude measurement is the decibel (dB). The decibel scale is a logarithmic scale that describes the physical intensity of the pressure vibrations that make up any sound. The pitch of the sound is related to the frequency of the pressure vibration. Since the human ear is not equally sensitive to a given sound level at all frequencies, a special frequency-dependent rating scale has been devised to relate noise to human sensitivity. The A-weighted decibel scale (dBA) provides this compensation by discriminating against frequencies in a manner approximating the sensitivity of the human ear. Noise, on the other hand, is typically defined as unwanted sound. A typical noise environment consists of a base of steady ambient noise that is the sum of various distant and indistinguishable noise sources. Superimposed on this background noise is the sound from individual local sources. These can vary from an occasional aircraft or train passing by to virtually continuous noise from traffic on a major highway. Several rating scales have been developed to analyze the adverse effect of community noise on people. Since environmental noise fluctuates over time, these scales consider that the effect of noise on people is largely dependent on the total acoustical energy content of the noise as well as the time of day when the noise occurs. For example, the equivalent continuous sound level (Leq) is the average acoustic energy content of noise for a stated period of time; thus, the Leq of a time-varying noise and that of a steady noise are the same if they deliver the same acoustic energy to the ear during exposure. The Day-Night Sound level (Ldn) is a 24-hour average Leq with a 10 dBA “weighting” added to noise during the hours of 10:00 p.m. to 7:00 a.m. to account for noise sensitivity in the nighttime. The Community Noise Equivalent Level (CNEL) is a 24-hour average Leq with a 10 dBA weighting added to noise during the hours of 10:00 p.m. to 7:00 a.m. and an additional 5 dBA weighting during the hours of 7:00 p.m. to 10:00 p.m. to account for noise sensitivity in the evening and nighttime. REGULATORY SETTING City of Rohnert Park General Plan The Rohnert Park General Plan 2040 identifies goals, policies, and objectives in the Health and Safety Element. The Noise Element provides standards and metrics to regulate environmental noise and protect citizens from excessive exposure. Figure 2: Land Use Compatibility for Community Noise Environments in Rohnert Park highlights land use categories and the community noise compatibility guidelines. Page 4 kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714-939-1030 Figure 2: Land Use Compatibility for Community Noise Environments Source: Rohnert Park General Plan 2020 - Noise Element, Figure 8.3-1 Land Use Compatibility for Community Noise Environments. Page 5 kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714-939-1030 The Rohnert Park General Plan also includes the following elements for noise that are relevant to the Project: HS-6.4: Acoustical Analysis Requirements. The City shall require new development within existing or projected 65 Ldn noise levels to undergo a technical acoustical analysis, conducted by a professional acoustical engineer, which shall serve as the basis for designing mitigation measures. HS-6.5: Noise Sensitive Design. The City shall require site planning techniques to reduce noise exposure for all new development within the 65 Ldn noise contours, avoiding visible sound walls when possible except along US 101 and along the Northwestern Pacific (NP) Railroad right-of-way. HS-7.1: Noise Sensitive Land Use Placement. The City shall avoid placement of noise-sensitive land uses, such as hospitals, schools, and day care centers, in areas where intrusive noise is 65 Ldn and above. HS-7.2: Residential Uses. The City shall maintain and enforce 45 Ldn as the standard for interior noise levels and 60 Ldn as the standard for exterior noise levels for all residential land uses and require appropriate siting of residential uses and/or mitigation measures to meet these standards. HS-7.3: Residential Noise Exceptions. The City shall consider exceptions on a case-by-case basis to allow the use of residential air conditioning units which may exceed established noise levels. To the extent feasible, air conditioning units and generators shall be located to minimize noise impacts to adjoining properties and sound barriers or enclosures should be installed where feasible. City of Rohnert Park Municipal Code The following sections of the City of Rohnert Park Municipal Code (RPMC) are applicable to the proposed Project. 9.44.120 – Construction of Buildings and Projects It is unlawful for any person within a residential zone, or within a radius of five hundred feet therefrom, to operate equipment or perform any outside construction or repair work on buildings, structures, or projects or to operate any pile driver, power shovel, pneumatic hammer, derrick, power hoist, or any other construction type device between the hours of six p.m. of one day and eight a.m. of the next day in such a manner that a reasonable person of normal sensitiveness residing in the area is caused discomfort or annoyance unless beforehand a permit therefore has been duly obtained from the superintendent of public works. No permit shall be required to perform emergency work as defined in Section 9.44.020 of this chapter. 17.12.030 – Noise Standards A. No uses or activities shall create noise levels which exceed the following standards: Page 6 kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714-939-1030 Table 1: City of Rohnert Park Maximum Noise Level (dBA)1 Zoning District Measured at Property Line or District Boundary Measured at any Boundary of a Residential District Between 7PM and 7AM measured at any boundary of a residential zone4 Residential 60[2] N.A. 50 or ambient noise level Commercial 70 60 50 or ambient noise level Industrial4 70[3] 60 50 or ambient noise level Mixed Use 65[2] 60 50 or ambient noise level Public/Institutional 65 60 50 or ambient noise level Open Space 65 60 50 or ambient noise level Notes: 1. Levels not to be exceeded more than 5 minutes in any hour 2. The maximum interior noise level for residential uses shall be forty-five dBA with all openings closed. 3. For commercial and industrial properties, the measurement shall be at the property line of the use or activity. 4. Restricted hours may be modified through conditions of an approved conditional, administrative, or temporary use permit. Source: City of Rohnert Park, Rohnert Park Municipal Code, Title 17 Chapter 17.12.030 – Noise Standards. B. The noise standards above shall be modified as follows to account for the effects of time and duration on noise levels: 1. Noise that is produced for no more than a cumulative period of five minutes in any hour may exceed the above standards by five dBA except between the hours of 7:00 PM and 7:00 AM. 2. Noise that is produced for no more than a cumulative period of one minute in any hour may exceed the above standard by ten dBA except between the hours of 7:00 PM and 7:00 AM. 3. Mechanical and electrical equipment shall provide adequate shielding and baffling so that noise levels from such equipment will not exceed the above noise levels when measured at the property line. C. Noise shall be measured with a sound level meter that meets the standards of the American National Standards Institute. Noise levels shall be measured in decibels (dBA) on a sound level meter using the A-weighted filter network. Calibration checks of the instrument shall be made at the time any noise measurement is made. Excluded from these standards are occasional sounds generated by the movement of public safety vehicles and railroad equipment. D. New development within existing or projected sixty-five dBA noise corridors shown in the general plan shall undergo a technical acoustical analysis by a professional acoustical engineer, which shall serve as the basis for designing mitigation measures. Page 7 kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714-939-1030 EXISTING CONDITIONS Existing Noise Sources Traffic from major roadways is the City’s most common noise source. The primary existing mobile noise sources in the Project vicinity is motor vehicles traveling on Emily Avenue and Eleanor Avenue. Stationary noise sources in the Project vicinity include mechanical (e.g. heating, ventilation, and air conditioning [HVAC] equipment) and parking lot noise at the existing Walmart and adjacent commercial uses, as well as those associated with the surrounding residential uses. Residential noise sources typically include moving vehicles, people talking, operation of landscaping equipment, dogs barking, etc. The noise associated with these sources may represent a single-event noise occurrence or short-term noise. Noise Measurements To quantify existing ambient noise levels in the Project area, Kimley-Horn conducted four short-term (15- minute) measurements on January 8, 2025, and one long-term noise measurement (24 hours in duration) starting on January 8, 2025, and ending January 9, 2025; see Appendix A: Noise Data. The noise measurement sites were representative of typical existing noise exposure within and immediately adjacent to the Project site. The 15-minute daytime measurements were taken between 1:46 p.m. and 2:55 p.m. Measurements of Leq are considered representative of the noise levels throughout the day. The average noise levels and sources of noise measured at each location are listed in Table 2: Existing Noise Measurements and shown on Figure 3: Noise Measurement Locations. Table 2: Existing Noise Measurements Site Location Measurement Period Duration Daytime Average Leq (dBA)1 Nighttime Average Leq (dBA)1 Short-Term Noise Measurements (15-minute measurements) ST-1 Adjacent to multifamily residences east of the Project site, along Emily Avenue. 1:46 p.m., Wednesday, January 8, 2025 15 min 58.0 - ST-2 Adjacent to single-family residences southeast of the Project site, along Emily Avenue. 2:04 p.m., Wednesday, January 8, 2025 15 min 56.8 - ST-3 Adjacent to single-family residences southeast of the Project site, along Eleanor Avenue. 2:22 p.m., Wednesday, January 8, 2025 15 min 61.8 - ST-4 Adjacent to single family residences south of the Project site, along Eleanor Avenue. 2:40 p.m., Wednesday, January 8, 2025 15 min 58.3 - Long-Term Noise Measurements (continuous 24-hour measurement) LT-1 Southern portion of the Project site, adjacent to residential uses. Wednesday, January 8, 2023, to Thursday, January 9, 2025 24 hr 65.3 51.2 Average Leq 63.4 Notes: 1. Daytime hours are from 7:00 a.m. to 10:00 p.m., and nighttime hours are from 10:00 p.m. to 7:00 a.m. The 15-hour daytime average (15-hour L eq) and 9-hour nighttime average were calculated from 24-hour measurements take at LT-1. The 15-minute L eq is listed from short-term measurement data. Source: Noise measurements taken by Kimley-Horn and Associates, January 8-9, 2025. See Appendix A for noise measurement results. Page 8 kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714-939-1030 Figure 3: Noise Measurement Locations Page 9 kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714-939-1030 Sensitive Receptors Noise exposure standards and guidelines for various types of land uses reflect the varying noise sensitivities associated with each of these uses. Healthcare facilities, rehabilitation centers, retirement homes, convalescent homes, residences, schools, childcare centers, and playgrounds are treated as the sensitive receptors, and therefore have more stringent noise exposure targets than do other uses, such as manufacturing or agricultural uses that are not subject to impacts such as sleep disturbance. The nearest sensitive receptors are the multi-family residential uses located approximately 50 feet to the east and single-family residences located approximately 40 feet to the south of the Project site. NOISE IMPACTS Construction Noise Construction noise typically occurs intermittently and varies depending on the nature or phase of construction. Noise generated by construction equipment can reach high levels. During construction, exterior noise levels could affect the noise-sensitive receptors near the construction site. Construction activities would include demolition and site improvements. Typical operating cycles for these types of construction equipment may involve 1 or 2 minutes of full power operation followed by 3 to 4 minutes at lower power settings. Other primary sources of acoustical disturbance would be random incidents, which would last less than one minute (such as dropping large pieces of equipment or the hydraulic movement of machinery lifts). Noise generated by construction equipment, including dozers, tractors, concrete saw, grader, forklifts, crane, roller, cement mixer, and air compressors, can reach high levels. Lmax is the maximum level of a noise source environment and is often used as a threshold value for typical noise levels of construction activities. Typical noise levels associated with individual construction equipment are listed in Table 3: Typical Construction Noise Levels. Table 3: Typical Construction Noise Levels Equipment Typical Noise Level (dBA Lmax) at 50 feet from Source Air Compressor 80 Backhoe 80 Compactor 82 Concrete Mixer 85 Concrete Pump 82 Concrete Vibrator 76 Crane, Mobile 83 Dozer 85 Generator 82 Grader 85 Jack Hammer 88 Loader 80 Paver 85 Pneumatic Tool 85 Pump 77 Roller 85 Saw 76 Shovel 82 Truck 84 1. Calculated using the inverse square law formula for sound attenuation: dBA2 = dBA1+20Log(d1/d2) Source: Federal Transit Administration, Transit Noise and Vibration Impact Assessment Manual, September 2018. Page 10 kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714-939-1030 Construction activities would be limited to the hours between 8:00 a.m. and 6:00 p.m. per RPMC Section 9.44.120. The City’s permitted hours of construction are required in recognition that construction activities undertaken during daytime hours are a typical part of living in an urban environment and do not cause a significant impact. While the City establishes limits to the hours during which construction activity may take place, it does not identify specific noise level limits for construction noise levels. Thus, this analysis uses the FTA’s threshold of 80 dBA (8-hour L eq) for residential uses to evaluate construction noise impacts.1 The FHWA Roadway Construction Noise Model (RCNM) was used to calculate the worst-case construction noise levels at nearby sensitive receptors surrounding the Project site during construction. All construction equipment was assumed to operate simultaneously at the center of the Project construction area to represent a worst-case noise scenario, as construction activities would routinely be spread throughout the construction site and would operate at different intervals. The modeled receptor locations represent the closest existing receiving land uses to Project construction activities. Noise levels at other sensitive receptors surrounding the Project site would be located further away and would experience lower construction noise levels than the closest receptors modeled. Table 4: Project Construction Noise Levels shows estimated exterior daytime noise levels for each construction phase at the closest receptors. As depicted in Table 4, construction noise levels would range between approximately 56.3 dBA and 79.6 dBA at the nearest properties surrounding the Project site and would not exceed the FTA’s construction noise thresholds for residential uses. Additionally, compliance with RPMC Section 9.44.120 would minimize potential impacts from construction noise, as construction would be limited to the hours between 8:00 a.m. and 6:00 p.m. on any day. Because Project construction noise levels would not exceed any applicable standard and would be required to comply with the City’s allowable construction hours, construction noise impacts would be less than significant. 1 Federal Transit Administration, Transit Noise and Vibration Impact Assessment Manual, Table 7-2, Page 179, September 2018. Table 4: Project Construction Noise Levels Construction Phase On-Site Construction Location1 Receptor Location Receptor Land Use Direction Distance (feet)2 Noise Level (dBA Leq) Combined Noise Level Noise Threshold (dBA Leq) Exceeded? Demolition Northwest Multi- family Residential East 327 66.9 79.4 80 No Northeast 259 68.9 80 No South 118 78.7 80 No Northwest Single- family Residential South 200 59.2 79.7 80 No Northeast 204 59.0 80 No South 60 79.6 80 No Site Improvement Northwest Multi- family Residential East 327 64.2 76.8 80 No Northeast 259 66.2 80 No South 118 76.1 80 No Northwest Single- family Residential South 200 56.5 77.0 80 No Northeast 204 56.3 80 No South 60 76.9 80 No 1. See Figure 1 for construction locations. 2. Per the methodology described in the FTA Transit Noise and Vibration Impact Assessment Manual (September 2018), distances are measured from the center of Project site to the receptor. Source: Federal Highway Administration, Roadway Construction Noise Model, 2006. Refer to Appendix A for noise modeling results. Page 11 kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714-939-1030 Operational Noise The Project proposes to the expansion of existing Walmart Neighborhood market with the intended use of the storage, staging and dispending of retail merchandise ordered by customers on-line pickup at the store. The primary noise source associated with the proposed Project would consist of parking lot noise and mechanical equipment (i.e., a new rooftop HVAC unit). Parking Lot The Project would generate up to 22 trips during the peak hour. For the purpose of providing a conservative, quantitative estimate of the noise levels that would be generated from the vehicles entering and exiting the parking lot, the methodology recommended by FTA for the general assessment of stationary transit noise sources is used. Using the methodology, the Project’s peak hourly noise level that would be generated by the on-site parking levels was estimated using the following FTA equation for a parking lot: Leq(h) = SELref + 10 log (NA/1,000) – 35.6 Where: Leq(h) = hourly Leq noise level at 50 feet SELref = reference noise level for stationary noise source represented in sound exposure level (SEL) at 50 feet NA = number of automobiles per hour 35.6 is a constant in the formula, calculated as 10 times the logarithm of the number of seconds in an hour Using FTA’s reference noise level of 92 dBA SEL2 at 50 feet from the noise source, the Project’s highest peak hour vehicle trips would generate noise levels of approximately 39.8 dBA Leq at 50 feet from the parking lot. Parking lot noise would occur within the existing surface parking lot on the Project site. The closest sensitive receptors would be the single-family residences located approximately 45 feet to the south and multi-family residences approximately 85 feet east of the nearest parking area. At these distances, parking lot noise levels would be approximately 40.7 dBA and 35.2 dBA respectively, which are below the City’s most stringent noise standard of 50 dBA (between 7:00 p.m. and 7:00 a.m.) for residential uses. It is also noted that parking lot noise occurs at the existing Walmart and surrounding commercial uses under existing conditions. Parking lot noise would be consistent with the existing noise in the vicinity and would be partially masked by background noise from traffic along surrounding roadways. Therefore, noise impacts from parking lots would be less than significant. Mechanical Equipment The Project would include one additional rooftop HVAC unit on the existing retail building proposed for expansion. Mechanical equipment typically generates noise levels of approximately 52 dBA at 50 feet.3 2 Federal Transit Administration, Transit Noise and Vibration Impact Assessment Manual, September 2018. 3 Ibid. Page 12 kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714-939-1030 The nearest sensitive receptors (single-family residences to the south) would be located approximately 80 feet from the proposed rooftop mechanical equipment. Based on distance attenuation alone, noise levels from mechanical equipment would reach a maximum of 47.9 dBA at the nearest residences to the south and would not exceed the City’s most stringent noise standard of 50 dBA (between 7:00 p.m. and 7:00 a.m.) for residential uses. Therefore, noise impacts from mechanical equipment would be less than significant. Composite Noise Levels Table 5: Composite On-Site Operational Noise shows the noise levels from Project mechanical equipment and parking lot noise combined with existing ambient levels at the nearest multi-family and single-family residential to the east and south. As shown in Table 5, the maximum noise level increase at the nearest residential uses during Project operations would be 1.7 dBA during nighttime hours and would be below the 3 dBA barely perceptible noise increase criterion.4 Therefore, the Project would result in an imperceptible noise increase at the nearest residential uses during on-site operations. A less than significant impact would occur in this regard. Table 5: Composite On-Site Operational Noise Sensitive Receptor Location Noise Source Reference Level (dBA) at 50 feet1 Distance to Receptor (feet) Noise Level at Receptor (dBA) Combined Level at Receptor (dBA)4 Daytime/Nighttime Significant? Ambient Level (dBA)4 Ambient + Project Noise Level at Receptor (dBA)5 Incremental Increase (dBA) East Mechanical Equipment2 52 95 46.4 46.7 58.0/51.2 58.3/52.5 0.3/1.3 No Parking3 39.8 85 35.2 58.0/51.2 South Mechanical Equipment2 52 80 47.9 48.7 61.8/51.2 62.0/52.9 0.2/1.7 No Parking3 39.8 45 40.7 61.8/51.2 1. The distance is from the locaƟon of the operaƟonal noise source to the sensiƟve receptor property line. 2. Source for reference level: EllioƩ H. Berger, Rick Neitzel, and Cynthia A. Kladden, Noise Navigator Sound Level Database with Over 1700 Measurement Values, July 6, 2010. 3. Source for reference level: Kariel, H. G., Noise in Rural RecreaƟonal Environments, Canadian AcousƟcs 19(5), 3-10, 1991. 4. Calculated using the inverse square law formula for sound aƩenuaƟon: dBA2 = dBA1+20Log(d1/d2), where dBA2 = esƟmated noise level at receptor; dBA1 = reference noise level; d1 = reference distance; d2 = receptor locaƟon distance. 5. Measured ambient noise levels ranged from 51.2 dBA and 65.3 dBA (refer to Table 2). The lowest measured level at the closest residenƟal receptor is conservaƟvely used for this evaluaƟon. 4 According to the California Department of Transportation (Caltrans) Technical Noise Supplement to the Traffic Noise Analysis Protocol (2013), a noise level increase of 3 dBA is regarded as barely perceivable and a 5 dBA is readily noticeable. Page 13 kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714-939-1030 Mobile Traffic Noise In general, a 3-dBA increase in traffic noise is barely perceptible to people, while a 5-dBA increase is readily noticeable. Traffic volumes on Project area roadways would have to approximately double for the resulting traffic noise levels to generate a barely perceptible 3-dBA increase.5 Emily Avenue (the primary access route to the Project site) currently experiences average daily traffic (ADT) volumes of approximately 1,255 vehicles.6 The Project would result in approximately 251 net daily trips7 which would not double the existing traffic volumes on Emily Avenue. Therefore, the Project would not result in a noticeable increase in traffic noise and impacts would be less than significant. CONCLUSION The Project’s construction and operational noise levels would not exceed any City or other agency noise standards. The Project would result in less than significant construction and operational noise impacts, and no mitigation is required. 5 According to the California Department of Transportation, Technical Noise Supplement to Traffic Noise Analysis Protocol (September 2013), it takes a doubling of traffic to create a noticeable (i.e., 3 dBA) noise increase. 6 Replica HQ, Annual Average Daily Traffic 2023 for the City of Rohnert Park, https://www.replicahq.com/, accessed January 2025. 7 The Project’s daily vehicle trips are based on Institute of Transportation Engineers (ITE) Trip Generation Manual, 11 th Edition. Appendix A Noise Data Noise Measurement Field Data Project: Job Number:094507717 Site No.: Date:1/8/2025 Analyst: Time:1:46-2:01 p.m. Location: Noise Sources: Comments: Results (dBA): Leq:Lmin:Lmax:Peak: 58.0 44.1 78.6 96.6 Sound Level Meter:LD SoundExpert LxT Temp. (degrees F):62 F Calibrator:CAL200 Wind (mph):2 mph WSW Response Time:Slow Sky:Clear Weighting:A Bar. Pressure:30.21 Microphone Height:5 feet Humidity:57% Photo: Equipment Weather Rohnert Park Walmart ST-1 Max Swinderman Adjacent to multifamily residences east of the Project site, along Emily Avenue. Passing cars, people walking past noise meter Dogs barking temporarily Measurement Report Report Summary Meter's File Name LxT_Data.019.s Computer's File Name LxTse_0006073-20250108 134614-LxT_Data.019_ST-1.ldbin Meter LxT SE 0006073 Firmware 2.404 User Location Job Description Note Start Time 2025-01-08 13:46:14 Duration 0:15:00.0 End Time 2025-01-08 14:01:14 Run Time 0:15:00.0 Pause Time 0:00:00.0 Pre-Calibration 2025-01-08 13:42:50 Post-Calibration None Calibration Deviation --- Results Overall Metrics LAeq 58.0 dB LAE 87.5 dB SEA --- dB EA 63.1 µPa²h LApeak 96.6 dB 2025-01-08 13:46:19 LASmax 78.6 dB 2025-01-08 14:00:07 LASmin 44.1 dB 2025-01-08 13:55:24 LAeq 58.0 dB LCeq 70.1 dB LCeq - LAeq 12.1 dB LAIeq 61.7 dB LAI eq - LAeq 3.7 dB Exceedances Count Duration LAS > 85.0 dB 0 0:00:00.0 LAS > 115.0 dB 0 0:00:00.0 LApeak > 135.0 dB 0 0:00:00.0 LApeak > 137.0 dB 0 0:00:00.0 LApeak > 140.0 dB 0 0:00:00.0 Community Noise LDN LDay LNight 58.0 dB 58.0 dB 0.0 dB LDEN LDay LEve LNight 58.0 dB 58.0 dB --- dB --- dB Any Data A C Z Level Time Stamp Level Time Stamp Level Time Stamp Leq 58.0 dB 70.1 dB --- dB Ls(max)78.6 dB 2025-01-08 14:00:07 --- dB None --- dB None LS(min)44.1 dB 2025-01-08 13:55:24 --- dB None --- dB None LPeak(max)96.6 dB 2025-01-08 13:46:19 --- dB None --- dB None Overloads Count Duration OBA Count OBA Duration 0 0:00:00.0 0 0:00:00.0 Statistics LAS 5.0 63.5 dB LAS 10.0 61.0 dB LAS 33.3 54.4 dB LAS 50.0 51.9 dB LAS 66.6 49.9 dB LAS 90.0 47.1 dB Noise Measurement Field Data Project: Job Number:094507717 Site No.: Date:1/8/2025 Analyst: Time:2:04-2:19 p.m. Location: Noise Sources: Comments: Results (dBA): Leq:Lmin:Lmax:Peak: 56.8 41.7 70.7 86.6 Sound Level Meter:LD SoundExpert LxT Temp. (degrees F):62 F Calibrator:CAL200 Wind (mph):2 mpg WSW Response Time:Slow Sky:Clear Weighting:A Bar. Pressure:30.21 Microphone Height:5 feet Humidity:57% Photo: Equipment Weather Rohnert Park Walmart ST-2 Max Swinderman Adjacent to single-family residences southeast of the Project site, along Emily Avenue. Passing cars, people walking by meter Distant leaf blowing down the road near ST-1 Measurement Report Report Summary Meter's File Name LxT_Data.020.s Computer's File Name LxTse_0006073-20250108 140432-LxT_Data.020_ST-2.ldbin Meter LxT SE 0006073 Firmware 2.404 User Location Job Description Note Start Time 2025-01-08 14:04:32 Duration 0:15:00.0 End Time 2025-01-08 14:19:32 Run Time 0:15:00.0 Pause Time 0:00:00.0 Pre-Calibration 2025-01-08 13:42:48 Post-Calibration None Calibration Deviation --- Results Overall Metrics LAeq 56.8 dB LAE 86.3 dB SEA --- dB EA 47.9 µPa²h LApeak 86.6 dB 2025-01-08 14:04:57 LASmax 70.7 dB 2025-01-08 14:19:10 LASmin 41.7 dB 2025-01-08 14:11:01 LAeq 56.8 dB LCeq 67.1 dB LCeq - LAeq 10.3 dB LAIeq 58.7 dB LAI eq - LAeq 1.9 dB Exceedances Count Duration LAS > 85.0 dB 0 0:00:00.0 LAS > 115.0 dB 0 0:00:00.0 LApeak > 135.0 dB 0 0:00:00.0 LApeak > 137.0 dB 0 0:00:00.0 LApeak > 140.0 dB 0 0:00:00.0 Community Noise LDN LDay LNight 56.8 dB 56.8 dB 0.0 dB LDEN LDay LEve LNight 56.8 dB 56.8 dB --- dB --- dB Any Data A C Z Level Time Stamp Level Time Stamp Level Time Stamp Leq 56.8 dB 67.1 dB --- dB Ls(max)70.7 dB 2025-01-08 14:19:10 --- dB None --- dB None LS(min)41.7 dB 2025-01-08 14:11:01 --- dB None --- dB None LPeak(max)86.6 dB 2025-01-08 14:04:57 --- dB None --- dB None Overloads Count Duration OBA Count OBA Duration 0 0:00:00.0 0 0:00:00.0 Statistics LAS 5.0 64.0 dB LAS 10.0 60.8 dB LAS 33.3 52.8 dB LAS 50.0 49.9 dB LAS 66.6 48.2 dB LAS 90.0 45.7 dB Noise Measurement Field Data Project: Job Number:094507717 Site No.: Date:1/8/2025 Analyst: Time:2:22-2:37 p.m. Location: Noise Sources: Comments: Results (dBA): Leq:Lmin:Lmax:Peak: 61.8 44.0 72.9 91.0 Sound Level Meter:LD SoundExpert LxT Temp. (degrees F):64 F Calibrator:CAL200 Wind (mph):3 WSW Response Time:Slow Sky:Clear Weighting:A Bar. Pressure:30.21 Microphone Height:5 feet Humidity:59% Photo: Equipment Weather Rohnert Park Walmart ST-3 Max Swinderman Adjacent to single-family residences southeast of the Project site, along Eleanor Avenue. Cars passing, people walking by meter Brief lawn mowing occuring near ST-1 Measurement Report Report Summary Meter's File Name LxT_Data.021.s Computer's File Name LxTse_0006073-20250108 142215-LxT_Data.021_ST-3.ldbin Meter LxT SE 0006073 Firmware 2.404 User Location Job Description Note Start Time 2025-01-08 14:22:15 Duration 0:15:00.0 End Time 2025-01-08 14:37:15 Run Time 0:15:00.0 Pause Time 0:00:00.0 Pre-Calibration 2025-01-08 13:42:48 Post-Calibration None Calibration Deviation --- Results Overall Metrics LAeq 61.8 dB LAE 91.3 dB SEA --- dB EA 151.4 µPa²h LApeak 91.0 dB 2025-01-08 14:27:44 LASmax 72.9 dB 2025-01-08 14:27:45 LASmin 44.0 dB 2025-01-08 14:37:04 LAeq 61.8 dB LCeq 73.7 dB LCeq - LAeq 11.9 dB LAIeq 63.2 dB LAI eq - LAeq 1.4 dB Exceedances Count Duration LAS > 85.0 dB 0 0:00:00.0 LAS > 115.0 dB 0 0:00:00.0 LApeak > 135.0 dB 0 0:00:00.0 LApeak > 137.0 dB 0 0:00:00.0 LApeak > 140.0 dB 0 0:00:00.0 Community Noise LDN LDay LNight 61.8 dB 61.8 dB 0.0 dB LDEN LDay LEve LNight 61.8 dB 61.8 dB --- dB --- dB Any Data A C Z Level Time Stamp Level Time Stamp Level Time Stamp Leq 61.8 dB 73.7 dB --- dB Ls(max)72.9 dB 2025-01-08 14:27:45 --- dB None --- dB None LS(min)44.0 dB 2025-01-08 14:37:04 --- dB None --- dB None LPeak(max)91.0 dB 2025-01-08 14:27:44 --- dB None --- dB None Overloads Count Duration OBA Count OBA Duration 0 0:00:00.0 0 0:00:00.0 Statistics LAS 5.0 66.4 dB LAS 10.0 64.5 dB LAS 33.3 61.8 dB LAS 50.0 60.6 dB LAS 66.6 59.3 dB LAS 90.0 56.3 dB Noise Measurement Field Data Project: Job Number:094507717 Site No.: Date:1/8/2025 Analyst: Time:2:40-2:55 p.m. Location: Noise Sources: Comments: Results (dBA): Leq:Lmin:Lmax:Peak: 58.3 36.5 78.1 91.2 Sound Level Meter:LD SoundExpert LxT Temp. (degrees F):64 F Calibrator:CAL200 Wind (mph):3 WSW Response Time:Slow Sky:Clear Weighting:A Bar. Pressure:30.21 Microphone Height:5 feet Humidity:60% Photo: Equipment Weather Rohnert Park Walmart ST-4 Max Swinderman Adjacent to single family residences south of the Project site, along Eleanor Avenue. Cars passing by N/A Measurement Report Report Summary Meter's File Name LxT_Data.022.s Computer's File Name LxTse_0006073-20250108 144002-LxT_Data.022_ST-4.ldbin Meter LxT SE 0006073 Firmware 2.404 User Location Job Description Note Start Time 2025-01-08 14:40:02 Duration 0:15:00.0 End Time 2025-01-08 14:55:02 Run Time 0:15:00.0 Pause Time 0:00:00.0 Pre-Calibration 2025-01-08 13:42:48 Post-Calibration None Calibration Deviation --- Results Overall Metrics LAeq 58.3 dB LAE 87.8 dB SEA --- dB EA 67.6 µPa²h LApeak 91.2 dB 2025-01-08 14:41:04 LASmax 78.1 dB 2025-01-08 14:41:04 LASmin 36.5 dB 2025-01-08 14:50:48 LAeq 58.3 dB LCeq 67.2 dB LCeq - LAeq 8.9 dB LAIeq 61.2 dB LAI eq - LAeq 2.9 dB Exceedances Count Duration LAS > 85.0 dB 0 0:00:00.0 LAS > 115.0 dB 0 0:00:00.0 LApeak > 135.0 dB 0 0:00:00.0 LApeak > 137.0 dB 0 0:00:00.0 LApeak > 140.0 dB 0 0:00:00.0 Community Noise LDN LDay LNight 58.3 dB 58.3 dB 0.0 dB LDEN LDay LEve LNight 58.3 dB 58.3 dB --- dB --- dB Any Data A C Z Level Time Stamp Level Time Stamp Level Time Stamp Leq 58.3 dB 67.2 dB --- dB Ls(max)78.1 dB 2025-01-08 14:41:04 --- dB None --- dB None LS(min)36.5 dB 2025-01-08 14:50:48 --- dB None --- dB None LPeak(max)91.2 dB 2025-01-08 14:41:04 --- dB None --- dB None Overloads Count Duration OBA Count OBA Duration 0 0:00:00.0 0 0:00:00.0 Statistics LAS 5.0 64.9 dB LAS 10.0 62.3 dB LAS 33.3 52.1 dB LAS 50.0 46.7 dB LAS 66.6 43.4 dB LAS 90.0 38.9 dB Noise Measurement Field Data Project: Job Number:094507717 Site No.: Date:1/8/2025 - 1/9/2025 Analyst: Time:3:35-3:35 p.m. Location: Noise Sources:Cars passing by, people walking by Comments: Results (dBA): Leq:Lmin:Lmax:Peak: 63.4 38.1 93.2 113.9 Sound Level Meter:LD SoundExpert LxT Temp. (degrees F):64 F Calibrator:CAL200 Wind (mph):3 WSW Response Time:Slow Sky:Clear Weighting:A Bar. Pressure:30.21 Microphone Height:~5 feet Humidity:59% Photo: Equipment Weather Rohnert Park Walmart LT-1 Max Swinderman Southern portion of the Project site, adjacent to residential uses. In parking lot entering off of Emily Avenue, behind building structure Measurement Report Report Summary Meter's File Name LxT_Data.023.s Computer's File Name LxTse_0006073-20250108 153500-LxT_Data.023_LT-1.ldbin Meter LxT SE 0006073 Firmware 2.404 User Location Job Description Note Start Time 2025-01-08 15:35:00 Duration 24:00:00.0 End Time 2025-01-09 15:35:00 Run Time 24:00:00.0 Pause Time 0:00:00.0 Pre-Calibration 2025-01-08 13:42:48 Post-Calibration None Calibration Deviation --- Results Overall Metrics LAeq 63.4 dB LAE 112.8 dB SEA --- dB EA 21.0 mPa²h LApeak 113.9 dB 2025-01-09 12:55:30 LASmax 93.2 dB 2025-01-09 08:21:31 LASmin 38.1 dB 2025-01-09 02:30:17 LAeq 63.4 dB LCeq 70.2 dB LCeq - LAeq 6.8 dB LAIeq 65.9 dB LAI eq - LAeq 2.5 dB Exceedances Count Duration LAS > 85.0 dB 9 0:03:21.7 LAS > 115.0 dB 0 0:00:00.0 LApeak > 135.0 dB 0 0:00:00.0 LApeak > 137.0 dB 0 0:00:00.0 LApeak > 140.0 dB 0 0:00:00.0 Community Noise LDN LDay LNight 64.2 dB 65.3 dB 0.0 dB LDEN LDay LEve LNight 64.2 dB 66.3 dB 48.5 dB 51.2 dB Any Data A C Z Level Time Stamp Level Time Stamp Level Time Stamp Leq 63.4 dB 70.2 dB --- dB Ls(max)93.2 dB 2025-01-09 08:21:31 --- dB None --- dB None LS(min)38.1 dB 2025-01-09 02:30:17 --- dB None --- dB None LPeak(max)113.9 dB 2025-01-09 12:55:30 --- dB None --- dB None Overloads Count Duration OBA Count OBA Duration 0 0:00:00.0 0 0:00:00.0 Statistics LAS 5.0 59.6 dB LAS 10.0 54.4 dB LAS 33.3 49.1 dB LAS 50.0 46.3 dB LAS 66.6 44.0 dB LAS 90.0 41.1 dB Project: Rohnert Park Walmart Expansion Construction Noise Impact on Sensitive Receptors Parameters Construction Hours:Daytime hours (7 am to 7 pm)8 Evening hours (7 pm to 10 pm)0 Nighttime hours (10 pm to 7 am)0 Leq to L10 factor 3 Receptor (Land Use) Distance (feet)Shielding Direction 1 Demo NW 327 3 E 2 Demo NE 259 3 E 3 Demo S 118 0 E 4 Demo NW 200 15 S 5 Demo NE 204 15 S 6 Demo S 60 5 S RECEPTOR 1 RECEPTOR 2 RECEPTOR 3 RECEPTOR 4 RECEPTOR 5 RECEPTOR 6 Construction Phase Equipment Type No. of Equip. Acoustica l Usage Factor Reference Noise Level at 50ft per Unit, Lmax Noise Level at Receptor 1, Lmax Noise Level at Receptor 1, Leq Noise Level at Receptor 2, Lmax Noise Level at Receptor 2, Leq Noise Level at Receptor 3, Lmax Noise Level at Receptor 3, Leq Noise Level at Receptor 4, Lmax Noise Level at Receptor 4, Leq Noise Level at Receptor 5, Lmax Noise Level at Receptor 5, Leq Noise Level at Receptor 6, Lmax Noise Level at Receptor 6, Leq Demolition Concrete Saw 1 20%90 70.3 63.3 72.3 65.3 82.1 75.2 62.6 55.6 62.4 55.4 83.0 76.0 Jackhammer 1 20%89 69.6 62.6 71.6 64.6 81.4 74.5 61.9 54.9 61.7 54.7 82.3 75.3 Excavator 1 40%81 61.4 57.4 63.4 59.4 73.2 69.3 53.7 49.7 53.5 49.5 74.1 70.1 Front End Loader 1 40%79 59.8 55.8 61.8 57.8 71.6 67.7 52.1 48.1 51.9 47.9 72.5 68.5 Combined LEQ 66.9 68.9 78.7 59.2 59.0 79.6 Source for Ref. Noise Levels: RCNM, 2005 Project: Rohnert Park Walmart Expansion Construction Noise Impact on Sensitive Receptors Parameters Construction Hours:Daytime hours (7 am to 7 pm)8 Evening hours (7 pm to 10 pm)0 Nighttime hours (10 pm to 7 am)0 Leq to L10 factor 3 Receptor (Land Use) Distance (feet)Shielding Direction 1 Demo NW 327 3 E 2 Demo NE 259 3 E 3 Demo S 118 0 E 4 Demo NW 200 15 S 5 Demo NE 204 15 S 6 Demo S 60 5 S RECEPTOR 1 RECEPTOR 2 RECEPTOR 3 RECEPTOR 4 RECEPTOR 5 RECEPTOR 6 Construction Phase Equipment Type No. of Equip. Acoustica l Usage Factor Reference Noise Level at 50ft per Unit, Lmax Noise Level at Receptor 1, Lmax Noise Level at Receptor 1, Leq Noise Level at Receptor 2, Lmax Noise Level at Receptor 2, Leq Noise Level at Receptor 3, Lmax Noise Level at Receptor 3, Leq Noise Level at Receptor 4, Lmax Noise Level at Receptor 4, Leq Noise Level at Receptor 5, Lmax Noise Level at Receptor 5, Leq Noise Level at Receptor 6, Lmax Noise Level at Receptor 6, Leq Site Improvement Paver 1 50%77 57.9 54.9 59.9 56.9 69.7 66.7 50.2 47.1 50.0 47.0 70.6 67.6 Roller 1 20%80 60.7 53.7 62.7 55.7 72.5 65.6 53.0 46.0 52.8 45.8 73.4 66.4 Pavement Scarafier 1 20%90 70.2 63.2 72.2 65.2 82.0 75.1 62.5 55.5 62.3 55.3 82.9 75.9 Combined LEQ 64.2 66.2 76.1 56.5 56.3 76.9 Source for Ref. Noise Levels: RCNM, 2005 On Apr 23, 2025, at 10:09 AM, David Sandri wrote: EXTERNAL EMAIL Dear Members of the Rohnert Park City Council, I have been shocked to hear from some local businesses in the Mountain Shadows Plaza shopping center that WalMart is already making plans (measuring spaces with architects, construction personnel and the like) for an expansion of the WalMart Neighborhood Market store. They are telling business that this will be beginning in August or September of 2025. They are also telling those businesses in the "expansion area" that they will need to leave. The property management company has not informed these businesses of this timeline. As an "E" Section resident, I am shocked by this. To the best of my knowledge, there has been no planning commission meeting, no city approval, no public notice of any kind. The WalMart Neighborhood Market expansion would - ---cause much greater traffic, affecting the safety children at 2 nearby elementary schools (Evergreen and Hahn). There is a lack of traffic controls in the area already - this would make it worse. ---with the increase in traffic, it would especially clog Country Club Drive near Fire Station No. 2, the primary fire station for this portion of town, thus slowing response time for emergency calls. ---further limit local businesses, which contribute a far greater proportion of their revenue to the local economy. The outward appearance is that the property management company (who is not local) just wants to be able to get one big monthly check from WalMart, and discourage local businesses. As I remember, a number of local residents, including the adjacent apartment complex, had voiced their concern over this project in 2024. The city also previously rejected an attempt by WalMart to expand their location on the west side of Highway 101, over similar concerns. We DO NOT need more WalMart. We need more local businesses, more affordable housing and more real solutions for the situation at Sonoma State University and its impact on the city. Please DO NOT let an expansion of WalMart Neighborhood Market happen. Kind regards, David Sandri Attachment D - Public Comment Public Comment dated 5/1/25 Type text herePublic Comment dated 5/2/25 Received 5/5/25 – 7:57 p.m. – Walmart Opposition Letter Thank you Clotile I am going to do my best to be present at the meeting if my flight from NY lands on time. But just in case I have to say the ongoing noise the pick stalls could add to my residence and others on Eleanor is great and concerns me. we back up to the shopping center and the pick up stall expansion is directly behind several residences one of which is mine. The noise of doors opening and closing as well as carts, cars and voices and emissions is not something I support. We already have the noise from trucks, the large trucks trying to make a turn into the back side of walmart is already a stretch. Then there is also the noise of walmart employees who forget there are residences behind and we hear loud voices and carts often in the late summer hours. This is not intentional but just a simple unawareness we are here. Trucks sit and run engines and all of this happens behind my home and others . It also appears many small businesses who have been part of our community for a while may also be at risk if this were to proceed. On a different note the wall behind my house is extremely bowed and looks as though it could fall and if hit by a car could also fall or crumble. I am unsure who owns that wall but I would like to know if you know so I may discuss this Thank you Bess McKay 974 Eleanor Ave Public Comment dated 5/5/25 kimley-horn.com 1100 Town and Country Rd Suite 700, Orange, CA 92868 714 939 1030 May 7, 2025 Walmart Neighborhood Market 2468 – Remodel/Adjacent Space Takeover Response to Public Comments 901 Golf Course Drive Rohnert Park, CA 94928 Noise Concerns The project involves the takeover of 4,969 square feet of adjacent tenant space. No construction of additional building square footage is proposed, and construction activities will be limited to interior tenant improvements. Therefore, the nearby neighborhood will not be impacted by construction noise. Two of the existing tenant suites that will be utilized by Walmart were most recently occupied by a barber shop and chiropractic office. The two suites that are currently vacant were previously occupied by a ballroom dancing studio and a Mailboxes Etc. store. All of these uses generated vehicle trips, car doors shutting, etc. as sources of operational noise typically associated with a shopping center. The takeover of this existing tenant space by Walmart will not result in significant additional operational noise and is not expected to result in an increase in heavy truck deliveries, as the additional space will be utilized solely for staging online pickup orders that would already be occurring at this location. Therefore, operational noise levels are expected to be consistent with what has historically occurred within the Shopping Center since the Walmart store has been operational beginning in 2014. Residential Character of Neighborhood The Project site has a General Plan Land Use Designation of Neighborhood Commercial (Commercial – N) and is zoned Neighborhood Commercial (C-N). “Supermarkets” is a conditional use in the C-N zone. (Rohnert Park Municipal Code § 17.06.060). The Walmart Neighborhood Market will otherwise continue to function as it has since it was approved by the City in 2014. This store offers the surrounding neighborhood a more convenient grocery shopping location than the larger Walmart #1755 located on 4625 Redwood Drive, and with different product offerings (bakery, deli, etc.) Impacts of Truck Traffic to Nearby Schools/Pedestrians/Fire Station The takeover of this existing tenant space by Walmart will not result in significant truck deliveries, as the additional space will be utilized solely for staging online pickup orders that would already be occurring at this location. Likewise, increased customer traffic is not anticipated to occur as the additional square footage will not be utilized as sales floor area and will not have a separate customer entrance. Rather, the additional square footage will be used to more efficiently accommodate the ancillary use of online pickup orders, which have already been occurring since COVID restrictions in 2020. 5/7/25 Response To Public Comments kimley-horn.com 1100 Town and Country Rd Suite 700, Orange, CA 92868 714 939 1030 Impacts Related to Other Grocery Stores/Businesses in the Area The project involves the re-use of 4,969 square feet of existing tenant space that is adjacent to the existing Walmart; no physical expansion or construction of new square footage is proposed. The existing tenant spaces have already been vacated or are in the process of being vacated (two have been vacant for some time). Two of the tenants (the Barbershop and Chiropractor) will be relocated within the shopping center at the Landlord’s expense. No tenants will be removed from the shopping center as part of this project. The additional space will be utilized solely for staging online pickup orders that would already be occurring at this location, while offering more convenient, dedicated pickup parking stalls and a more functional interior store layout to accommodate the increased popularity of online orders. The Walmart Neighborhood Market will otherwise continue to function as it has since it was approved by the City in 2014. This store offers the surrounding neighborhood a more convenient grocery shopping location than the larger Walmart #1755 located on 4625 Redwood Drive, and with different product offerings (bakery, deli, etc.) Parking/Traffic Concerns The additional space will be utilized solely for staging online pickup orders that would already be occurring at this location, while offering more convenient, dedicated pickup parking stalls and a more functional interior store layout to accommodate the increased popularity of online orders. Increased truck and customer traffic is not anticipated, and the provision of dedicated pickup stalls is anticipated to improve parking availability on the site. The existing pickup spaces on the west side of the building will be removed and converted to standard parking spaces. The new pickup parking spaces will be provided to the east of the building to allow for quicker and more direct access by store employees to the waiting vehicles via a crosswalk. PLANNING COMMISSION RESOLUTION NO. 2025-04 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ROHNERT PARK APPROVING THE MODIFICATION TO A CONDITIONAL USE PERMIT FOR AN INTERIOR EXPANSION OF 4,969 SQUARE FEET TO AN EXISTING W ALMART NEIGHBORHOOD MARKET AT MOUNTAIN SHADOWS PLAZA CENTER AT 901 GOLF COURSE DRIVE (APN 143-311-059 & 63) WHEREAS, the applicant, Bryan Spencer, for Walmart Neighborhood Market, filed Planning Application No. PLUP24-0004 requesting a modification to Conditional Use Permit PL2013-003UP/SR to allow Walmart Neighborhood Market located in the Mountain Shadows Plaza located at 90 l Golf Course Drive (APN l 43-311-059 & 062), in accordance with the City of Rohnert Park Municipal Code; and· WHEREAS, Planning Application No. PLUP24-0004 was processed in the time and manner prescribed by State and local law; and WHEREAS, public hearing notices were mailed to all property owners, Home Owners Associations, and businesses within a 300-foot radius of the subject property and to all agencies and interested parties as required by California State Planning Law, and a public hearing notice was published in the Community Voice, for a minimum of 10 days prior to the first public hearing; and WHEREAS, on May 8 2025, the Plann ing Commission held a duly noticed public hearing at which time interested persons bad an opportunity to testify either in support or opposition to the proposal; and WHEREAS, the Planning Commission has reviewed and considered all testimony and arguments, if any, of all persons desiring to be heard, and the Planning Commission considered all the facts related to Planning Application No. PLUP24-0004 for Walmart Neighborhood Market; NOW, THEREFORE, BE IT RESOLVED that the Planning Commission of the City of Rohnert Park does resolve, determine and order as follows: Section 1. The above recitations are true and correct. Section 2. Factors considered. The Planning Commission, in approving Planning Application No. PLUP2025-04 makes the following findings, to wit: A.That the proposed location of the conditional use permit is in accord with the objectives of the zoning ordinance and the purposes of the district in which the site is located. Criteria Satisfied. The proposed project is located within the C-N (Neighborhood Commercial) District, which allows for the proposed modification of an existing CUP with approval of a modification. The changes are not anticipated to have an impact on the general appearance of the site and are compatible with the existing development. B.That the proposed location of the conditional use permit and the conditions under which it would be operated or maintained will not be detrimental to the public health, safety, or welfare, or materially injurious to properties or improvements in the vicinity, and that the operation and maintenance of the conditional use will be compatible with the surrounding uses. Criteria Satisfied. The existing commercial market within the tenant space has been in operation since 2013 under Conditional Use and Site Plan and Architectural Review approval (PL2013-0003). The business has operated at this location without any known negative impacts to the surrounding residential properties or to other tenants within the Mountain Shadows Plaza Shopping Center. The analysis of the project, together with the traffic circulation and noise studies demonstrate that the project, as conditioned, will not be detrimental to the public health, safety or welfare or materially injurious to properties or improvements in the vicinity in that the expansion of the store does not add any additional retail area to the shopping center, the change to the parking configuration will not have a negative impact on circulation and that the noise will be within Rohnert Park standards. C.That the proposed conditional use will comply with each of the applicable provisions of this Title. Criteria Satisfied. With staff-recommended conditions of approval, the proposed project will comply with all applicable provisions of the Zoning Ordinance. Per Section 17 .06.060, supermarkets are a conditionally permitted use in the C-N (Neighborhood Commercial) District. As the applicant is requesting an amendment to an existing Conditional Use Permit, the project remains consistent with this requirement. Section 3. Environmental Clearance. The project is categorically exempt from the California Environmental Quality Act, Article 19, Section 15301 (Existing Facilities). NOW THEREFORE BE IT RESOLVED, that the Planning Commission does hereby approved Planning Application No. PLUP24-0004 subject to the following conditions: 1.The Conditional Use Permit Amendment approval shall expire one year from thePlanning Commission approval date, unless prior to the expiration an application for abuilding permit is filed and or an extension is requested and approved. All applicableprovisions of the City of Rohnert Park Municipal Code, are made a part of theseconditions of approval in their entirety, as if fully contained herein.2.The violation of any condition listed herein shall constitute a nuisance and a violationof the RPMC. In conformity with Chapter 1.16 of the RPMC, a violation of theRPMC may be an infraction or a misdemeanor and shall be punishable as provided bylaw. In addition to criminal penalties, the City may seek injunctive relief. TheApplicant agrees to pay for all attorney's fees and costs, including, but not limited to,staff time incurred by the Ci ty in obtaining injunctive relief against the Applicant as aresult of a failure of the Applicant to fully perform and adhere to all of the Conditionsof Approval.Reso 2025-04 3.The Applicant agrees to defend, indemnify, hold harmless and release the City of Rohnert Park, its agents, officers, attorneys and employees from any claim, action or proceedings brought against any of the above, the purpose of which is to attack, set aside, void, or annul the approval of this application or certification of the environmental document which accompanies it. This indemnification obligation shall include but not be limited to, damages, costs, expenses, attorneys', or expert witness fees that may be asserted by any person or entity, including the Applicant, whether or not there is concurrent passive or active negligence on the part of the City, its agents, officers, attorneys or employees. 4.There shall be no outside display of prices, banners, flags or other attention gettingdevices on the property relating to the supermarket unless the required permits are obtained. 5.All truck deliveries and truck access to the rear of the supermarket shall be restrictedto the hours of7 a.m. to 7 p.m. on week-days and 9 a.m. to 7 p.m. on week-ends. 6.Truck trailers shall not be stored on site. They shall only be in the truck dock while being unloaded. 7.There shall be no exterior coin operated machines or other retail displays on the exterior of the building with the exception of the propane tank enclosure on the west side of the building. 8.All exterior signs shall be subject to Development Services Staff review prior to issuance of a sign/building permit. 9.The trash compactor shall not be operated prior to 7 a.m. or after 9 p.m. 10.The trash and recycling enclosure including the walls, gates and roof structure shall be painted to match the colors of the market building. 11.All new rooftop equipment shall be located as far from the rear building wall as feasible. 12.The signage shown on the front building elevation on the attached Design Plan set is for illustration purposes only and not part of this approval. All signage for the supermarket shall be approved by the Development Services Department under a separate permit prior to issuance of a building permit. 13.Employees shall park in the spaces designated for employee parking or close as possible to those spaces. 14.The hours of the supermarket shall not be earlier than 6 a.m. or later than 11 p.m. 15.The use of the recycling bin area shall be restricted to the hours of 7 a.m. to 9 p.m. 16.No amplified sound shall be used in association with the grocery pickup operation, including music, announcements, or other audio intended for customers. All communication with customers during pickup shall be conducted without the use of loud speakers, public address systems, or similar amplified devices. Reso 2025-04 17.The exterior repainting of the building shall match and maintain the same colorscheme as previously approved under Resolution No. 2013-12 and as shown on theMountain Shadows Plaza color board.18.Applicant shall coordinate with Development Services Department on placing of theconstruction staging area prior to issuance of building permit. The staging area shallnot be located behind the store.19.Show fire lanes on plans and ensure construction does not interfere with existing firelanes.20.Ensure fire lanes are marked appropriately per Rohnert Park Information Bulletin003-2020.21.Cloud all corrections on plans and provide a comment letter to Rohnert Park FireDepartment addressing comment 19 & 20.22.Stockpiling of dirt, rock, sand, gravel, aggregate or clay in quantities of 50 cubicyards or less shall not exceed a period of ten days. If stockpiling exceeds this limit, orif more than 50 cubic yards of material is moved, a grading permit shall be required.BE IT FURTHER RESOLVED that the said action shall not be deemed final until theappeal period has expired and that the appeal period shall be ten (10) working days from the dateof said action. No building permits shall be issued until the appeal period has expired, providingthere are no appeals.DULY AND REGULARLY ADOPTED on this 8th day of May, 2025 by the City ofRohnert Park Planning Commission by the following vote:AYES:__!j_ NOES:L ABSENT:k, ABSTAIN:�AUSTIN-DILLONJL!a_ EPSTEIN bz LAM_4oRLOFF � CAMPBELLib,l--eAttest: �lb.Qi� Clotile Blanks, Recording SecretaryAttachments:1.Exhibit A-Applicant's Design PackageReso 2025-04 ert Park Planning Commission RESOLUTION NO. 2025-049 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ROHNERT PARK DENYING APPEAL PLAL25-0001 AND AFFIRMING AND UPHOLDING THE PLANNING COMMISSION’S APPROVAL OF AN AMENDMENT TO A CONDITIONAL USE PERMIT PLUP24-0004 FOR AN INTERIOR EXPANSION OF 4,969 SQUARE FEET TO AN EXISTING WALMART NEIGHBORHOOD MARKET AT MOUNTAIN SHADOWS PLAZA AT 901 GOLF COURSE DRIVE (APN 143-311-059 & 062) WHEREAS, the applicant, Bryan Spencer for Walmart Neighborhood Market, filed Planning Application No. PLUP24-0004 requesting an amendment to Conditional Use Permit PL2013-003UP/SR to allow Walmart Neighborhood Market located in the Mountain Shadows Plaza located at 901 Golf Course Drive (APN 143-311-059 & 062), to expand the market into an existing adjacent 4,969-square-foot retail space; and WHEREAS, public hearing notices were mailed to all property owners, occupants, Home Owner Associations, and businesses within a 300-foot radius of the subject property and to all agencies and interested parties as required by California State Planning Law, and a public hearing notice was published in the Community Voice, for a minimum of 10 days prior to the first public hearing; and WHEREAS, on May 8, 2025, the Planning Commission held a duly noticed public hearing at which interested persons had an opportunity to testify either in support or opposition to the proposal; and WHEREAS, the Planning Commission reviewed and considered all testimony and arguments presented by those wishing to be heard, and subsequently modified a condition of approval to revise the allowable truck delivery hours to 7 AM to 7 PM on weekdays and 9 AM to 7 PM on weekends; and WHEREAS, at the May 8, 2025, Planning Commission meeting, the Commission by a 4-1 vote, adopted Resolution No. 2025-04 approving the amendment to the CUP, with the modified condition for allowable truck delivery hours; and WHEREAS, on May 14, 2025, the Appellant, Bess McKay filed a timely appeal (PLAL25-0001) to the Planning Commission approval; and WHEREAS, the appeal was processed in a time and manner prescribed by State and local law; and WHEREAS, public hearing notices were transmitted to all property owners, occupants, Home Owners Associations, and businesses within a 300-foot radius of the subject property and to all agencies and interested parties as required by California State Law, and a public hearing notice was published in the Community Voice for a minimum of 10 days prior to the public hearing; and WHEREAS, on July 8, 2025, the City Council reviewed Appeal PLAL25-0001, appealing the Planning Commission’s approval of an amendment to a CUP PLUP24-0004 at Resolution 2025-049 Page 2 of 7 which time interested persons had an opportunity to testify either in support of or opposition to the appeal; and WHEREAS, the City Council has reviewed and considered all oral and written testimony and arguments of all persons desiring to be heard, and the City Council considered all information and facts, including the oral and written staff reports, related to the Appeal of the Planning Commission approval of PLUP24-0004 for Walmart Neighborhood Market. NOW, THEREFORE, BE IT RESOLVED that the Rohnert Park City Council does resolve, determine and order as follows: Section 1. Recitals. The above recitations are true and correct. Section 2. Determination of Appeal. The City Council does hereby deny the Appeal, based on the following findings, which demonstrate that none of the basis for appeal submitted by the Appellant constitute grounds to overturn the decision of the Planning Commission: Argument #1: Objection to Project Finding: This argument notes a general objection to the project without reference to specific concerns. The Planning Commission considered all evidence and approved the project in accordance with the City’s standard practice. Please also see the findings in response to Arguments #4-#10 below. Argument #2: Concern About Existing Conditions Finding: This argument notes a general concern without reference to existing conditions. As noted above, the Planning Commission considered all evidence and approved the project in accordance with the City’s standard practice. Please also see the response to Argument #6 below regarding existing compliance. Argument #3: Concern about Quality of Environment Finding: This argument notes a general concern about quality of environment. As noted above, the Planning Commission considered all evidence and approved the project in accordance with the City’s standard practice. Please also see the responses to Arguments #4-10 below. Argument #4: Pedestrian Safety Staff Analysis: It is unclear how this concern relates to the project. In fact, the project improves public safety as the proposal includes upgraded sidewalks and ADA parking, new striping and new crosswalks, which would improve pedestrian safety. While the expansion would allow Walmart employees to deliver online pickup to waiting vehicles, deliveries would be in the same area where auto parking is already provided and truck deliveries take place now. Further, the project is in an existing shopping center with an existing parking lot of standard configuration that accommodates pedestrians. Argument #5: Traffic Congestion, Safety Concerns, and Truck Staging – The area proposed for the online pickup zone is the second busiest in terms of traffic flow and truck activity. Finding: The applicant submitted a traffic circulation plan of the area demonstrating adequate traffic flow. This was reviewed by City staff and raised no concerns. The Circulation Plan shows that while the truck circulation and the online pickup paths cross, the parking area for Resolution 2025-049 Page 3 of 7 online pickup and the truck staging area are separate. Further the scheduled online pickup times would regulate the number of automobiles at any one time to reduce congestion and address safety concerns. Argument #6: Non-Compliance with Conditional Use Permit (CUP) – Ongoing issues appear to be in violation of CUP conditions and may fall under California Civil Nuisance Code §3480, as well as potentially the local Residential Property Noise Ordinance. These concerns would be exacerbated by the addition of 17 proposed online pickup spaces, some of which are less than 2 feet from residential property lines. Finding: Prior to the Planning Commission hearing, the only complaints received by the City related to Walmart since the granting of the 2013 CUP have been abandoned shopping carts, which were addressed by Walmart. California Civil Code §3480 defines a public nuisance as an activity or condition that affects an entire community or neighborhood, or a considerable number of people. The existing conditions at Walmart do not constitute a public nuisance. Since the Planning Commission hearing, staff has received complaints regarding truck deliveries occurring prior to the allowed delivery times. Staff has been monitoring the early morning situation and has found no evidence of deliveries occurring prior to 7 AM weekdays. However, Staff noted that there was a truck parked in the delivery area prior to delivery times and that a semi-trailer was parked at the loading dock. Staff reached out to Walmart, who took prompt action to address these two issues. These complaints are not a public nuisance under Civil Code §3480. However, the Conditions of Approval placed on this project, including reduced delivery hours, would further address any potential negative impacts. Argument #7: Noise and Nuisance – Current disturbances include idling delivery trucks and loud activities such as the movement of pallets and pallet jacks during early morning and late-night hours, which negatively impact our right to quiet enjoyment of our property. Finding: The noise study demonstrates that the activities of the delivery of products to Walmart and the presence of autos for online pickup would not violate Rohnert Park Municipal Ordinance noise limits. The Planning Commission also reduced the allowed delivery hours to address concerns regarding noise. Argument #8: Vehicle Emissions – It is reasonable to expect increased emissions from idling vehicles as customers are likely to keep engines running for climate control while waiting. Finding: The impacts of any idling vehicles waiting for online pickup would be de minimus. The applicant expects that the average time an auto is waiting would be 15 minutes. Argument #9: Existing Online Pickup Location – The current pickup area has 7 designated spaces but can support up to 12 or 13 vehicles. It is located adjacent to the Fire Department and away from residential properties, in a part of the shopping center with minimal traffic. Finding: It is not clear how this argument relates to the proposed project. The current pickup area on the west side of the building is in an area of the center that has congested traffic and would be converted to standard parking spaces. The pickup area would be moved to a more accessible location with easy access to the new dedicated storage and staging area. Resolution 2025-049 Page 4 of 7 Argument #10 - Lack of Operational Data from Walmart – Walmart was unable to provide average pickup volume, projected growth, or defined hours of operation for the proposed expansion. Finding: Walmart provided operational data. The current online pickup window of 7 AM to 10 PM 7-days a week is not proposed to be modified. Further, the Traffic Circulation Plan contained in Sheet EX-2 of the plans submitted by the applicant on 2/10/2025 and included in the Planning Commission Packet (Attachment 3) shows anticipated additional trips to Walmart as a result of the additional space. However, these trips do not represent net additional trips for the plaza as a whole, as the retail spaces that Walmart is expanding into are existing, and as such any retail use would generate traffic. The applicant has also stated that they expect a maximum of 22 online pickup trips for the daily peak hours. Section 3. Environmental Findings. The project is categorically exempt under the California Environmental Quality Act, Article 19, Section 15301 (Existing Facilities). The project does not expand the footprint of the existing structures, as it expands an existing business into two currently existing spaces. The project is located in an existing developed shopping center and will involve any new construction. Further, there is no reasonable possibility that the proposed expansion will have a significant impact on the environment due to unusual circumstances under CEQA Guidelines Section 15300.2(c), as the project will take place in existing structures in an existing shopping center and there is no possibility of biological, cultural or other impacts. Section 4. Conditional Use Permit Amendment Findings. The City Council hereby makes the following findings to affirm and uphold the Planning Commission’s decision to approve PLUP24-0004: 1. That the proposed location of the conditional use is consistent with the objectives of the zoning ordinance and the purpose of the district in which the site is located; Criteria Satisfied. The appellant has not submitted any information or evidence contradicting the Planning Commission’s finding that the CUP amendment meets this criteria. The proposed Walmart Neighborhood Market expansion is located within the C- N (Neighborhood Commercial) District, which allows a supermarket with a Conditional Use Permit (CUP). As evidenced by the application, supporting materials, including traffic circulation study and noise study, and written and oral testimony submitted at the hearing the amendment to the CUP as conditioned, is not anticipated to have an impact on the general appearance of the site and remains compatible with the existing development. 2. That the proposed location of the conditional use and the conditions under which it would be operated or maintained will not be detrimental to the public health, safety, or welfare, or materially injurious to properties or improvements in the vicinity, and that the operation and maintenance of the conditional use will be compatible with the surrounding uses; Criteria Satisfied. The appellant has not submitted any information or evidence contradicting the Planning Commission’s finding that the CUP amendment meets this criteria. The existing commercial market within the tenant space has been in operation since 2013 under Conditional Use and Site Plan and Architectural Review approval Resolution 2025-049 Page 5 of 7 (PL2013-0003). The business has operated at this location without any known negative impacts to the surrounding residential properties or to other tenants within the Mountain Shadows Plaza. The analysis of the project, together with the traffic circulation and noise studies demonstrate that the project, as conditioned, will not be detrimental to the public health, safety or welfare or materially injurious to properties or improvements in the vicinity in that the expansion of the store does not add any additional retail area to the shopping center, and the change to the parking configuration will not have a negative impact on circulation, and that the noise will be within Rohnert Park noise standards per Section 17.12.030 of the RPMC. 3. The proposed conditional use will comply with each of the applicable provisions of this title. (RPMC Section 17.25.014) Criteria Satisfied. The appellant has not submitted any information or evidence contradicting the Planning Commission’s finding that the CUP amendment meets this criteria. With conditions of approval, including reduced delivery hours, the proposed project will comply with all applicable provisions of the Zoning Ordinance. Per Section 17.06.060, supermarkets are a conditionally permitted use in the C-N (Neighborhood Commercial) District. As the applicant is requesting an amendment to an existing Conditional Use Permit, the project remains consistent with this requirement. Section 5. Based on the findings set forth above, the approval of CUP Amendment PLUP24-0004 is hereby affirmed and upheld with the following conditions: 1. The Conditional Use Permit Amendment approval shall expire one year from the Planning Commission approval date, unless prior to the expiration an application for a building permit is filed and or an extension is requested and approved. All applicable provisions of the City of Rohnert Park Municipal Code, are made a part of these conditions of approval in their entirety, as if fully contained herein. 2. The violation of any condition listed herein shall constitute a nuisance and a violation of the RPMC. In conformity with Chapter 1.16 of the RPMC, a violation of the RPMC may be an infraction or a misdemeanor and shall be punishable as provided by law. In addition to criminal penalties, the City may seek injunctive relief. The Applicant agrees to pay for all attorney’s fees and costs, including, but not limited to, staff time incurred by the City in obtaining injunctive relief against the Applicant as a result of a failure of the Applicant to fully perform and adhere to all of the Conditions of Approval. 3. The Applicant agrees to defend, indemnify, hold harmless and release the City of Rohnert Park, its agents, officers, attorneys and employees from any claim, action or proceedings brought against any of the above, the purpose of which is to attack, set aside, void, or annul the approval of this application or certification of the environmental document which accompanies it. This indemnification obligation shall include but not be limited to, damages, costs, expenses, attorneys’, or expert witness fees that may be asserted by any person or entity, including the Applicant, whether or not there is concurrent passive or active negligence on the part of the City, its agents, officers, attorneys or employees. Resolution 2025-049 Page 6 of 7 4. There shall be no outside display of prices, banners, flags or other attention getting devices on the property relating to the supermarket unless the required permits are obtained. 5. All truck deliveries and truck access to the rear of the supermarket shall be restricted to the hours of 7 AM to 7 PM on weekdays and 9 AM to 7 PM on weekends. 6. Truck trailers shall not be stored on site. They shall only be in the truck dock while being unloaded. 7. There shall be no exterior coin operated machines or other retail displays on the exterior of the building with the exception of the propane tank enclosure on the west side of the building. 8. All exterior signs shall be subject to Development Services Staff review prior to issuance of a sign/building permit. 9. The trash compactor shall not be operated prior to 7 a.m. or after 9 p.m. 10. The trash and recycling enclosure including the walls, gates and roof structure shall be painted to match the colors of the market building. 11. All new rooftop equipment shall be located as far from the rear building wall as feasible. 12. The signage shown on the front building elevation on the attached Design Plan set is for illustration purposes only and not part of this approval. All signage for the supermarket shall be approved by the Development Services Department under a separate permit prior to issuance of a building permit. 13. Employees shall park in the spaces designated for employee parking or close as possible to those spaces. 14. The hours of the supermarket shall not be earlier than 6 a.m. or later than 11 p.m. 15. The use of the recycling bin area shall be restricted to the hours of 7 a.m. to 9 p.m. 16. No amplified sound shall be used in association with the grocery pickup operation, including music, announcements, or other audio intended for customers. All communication with customers during pickup shall be conducted without the use of loud speakers, public address systems, or similar amplified devices. 17. The exterior repainting of the building shall match and maintain the same color scheme as previously approved under Resolution No. 2013-12 and as shown on the Mountain Shadows Plaza color board. 18. Applicant shall coordinate with Development Services Department on placing of the construction staging area prior to issuance of building permit. The staging area shall not be located behind the store. 19. Show fire lanes on plans and ensure construction does not interfere with existing fire lanes. 20. Ensure fire lanes are marked appropriately per Rohnert Park Information Bulletin 003-2020. Resolution 2025-049 Page 7 of 7 21. Cloud all corrections on plans and provide a comment letter to Rohnert Park Fire Department addressing comment 19 & 20. 22. Stockpiling of dirt, rock, sand, gravel, aggregate or clay in quantities of 50 cubic yards or less shall not exceed a period of ten days. If stockpiling exceeds this limit, or if more than 50 cubic yards of material is moved, a grading permit shall be required. DULY AND REGULARLY ADOPTED BY THE CITY COUNCIL OF THE CITY OF ROHNERT PARK ON this 8th day of July, 2025. CITY OF ROHNERT PARK ____________________________________ ATTEST: Gerard Giudice, Mayor ______________________________ Sylvia Lopez Cuevas, City Clerk APPROVED AS TO FORM: ______________________________ Michelle M. Kenyon, City Attorney Attachments: Exhibit A – Applicants Design Package ADAMS: _________ ELWARD: _________ RODRIGUEZ: _________SANBORN: _________ GIUDICE: _________ AYES: ( ) NOES: ( ) ABSENT: ( ) ABSTAIN: ( ) VAN VANVAN VANVAN VANELEANOR AVE···················GOLF COURSE DREMILY AVE COUNTRY CLUB DR PARKING INFORMATION NOTES:(1) USABLE FLOOR AREA IS PER INFORMATION SHOWN ON ORIGINAL SITE PLAN SHEET.(2) EXISTING PARKING COUNTS ARE BASED ON ORIGINAL CONSTRUCTION PLANS AND A REVIEW OF AVAILABLE AERIAL PHOTOGRAPHS.(3) PARKING SPACES OCCUPIED BY CART CORRALS HAVE BEEN EXCLUDED FROM THE PARKING COUNTS AND PARKING RATIOS.(4) THE VAN STALL COUNT IS INCLUDED IN THE ADA PARKING STALLS PROVIDED COUNTWALMART PARKING INFORMATIONWALMART BUILDING INFOAHJ PARKINGREQUIREDWALMARTPARKINGREQUIREDREGULAR PARKINGSTALLS PROVIDEDOPD PARKING STALLSPROVIDEDADA PARKING STALLSPROVIDED (VAN)CART CORRAL STALLSPROVIDEDTOTAL STALLSPROVIDEDTOTALAHJ PARKING RATIOTOTALWALMARTPARKING RATIOWALMARTBUILDING SF (1)SPACES SPACESSPACES (2,3) SPACES (2,3) SPACES (2,3,4) SPACES (2,3) SPACES (2,3) SPACES (2,3) SPACES (3)EXISTING33,411 SF112 SPACES 134 SPACES11146(1)61213.62 SP / 1,000 SF 3.62 SP / 1,000 SF(3.33 SP / 1,000 SF)(4 SP / 1,000 SF)PROPOSED38,380 SF128 SPACES 134 SPACES112177(2)61363.54 SP / 1,000 SF 3.54 SP / 1,000 SF(3.33 SP / 1,000 SF)(4 SP / 1,000 SF)SHOPPING CENTER PARKING INFORMATIONSHOPPING CENTER BUILDINGINFOAHJ PARKINGREQUIREDLEASE AGREEMENTPARKING REQUIREDTOTAL STALLSPROVIDEDTOTALAHJ PARKING RATIOTOTALLEASE AGREEMENTPARKING RATIOTOTALBUILDING SF (1)SPACESSPACESSPACES (2,3) SPACES (2,3)SPACES (3)EXISTING77,751 SF259 SPACES 312 SPACES3614.64 SP / 1,000 SF 4.64 SP / 1,000 SF(3.33 SP / 1,000 SF)(4 SP / 1,000 SF)PROPOSED77,751 SF259 SPACES 312 SPACES3574.59 SP / 1,000 SF 4.59 SP / 1,000 SF(3.33 SP / 1,000 SF)(4 SP / 1,000 SF)© STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CANOT FORCONSTRUCTION7007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMEX-1PRELIMINARYSITE PLANNORTHLEGENDPROPERTY LINEOVERALL SITE PLANSCALE: 1" = 40'VICINITY MAPNOT TO SCALEPROPOSED MILL AND OVERLAYPROPOSED ADJACENT TENANT SPACE TAKEOVERPARKING AREA DELINEATION, FOR REFERENCE ONLY DO NOT STRIPE.PROPOSED CONCRETE SIDEWALKPROPOSED ASPHALT PAVEMENT VAN VANLSSLRSLRSGOLF COURSE DRCOUNTRY CLUB DR EMILY AVERPARKING INFORMATION NOTES:(1) USABLE FLOOR AREA IS PER INFORMATION SHOWN ON ORIGINAL SITE PLAN SHEET.(2) EXISTING PARKING COUNTS ARE BASED ON ORIGINAL CONSTRUCTION PLANS AND A REVIEW OF AVAILABLE AERIAL PHOTOGRAPHS.(3) PARKING SPACES OCCUPIED BY CART CORRALS HAVE BEEN EXCLUDED FROM THE PARKING COUNTS AND PARKING RATIOS.(4) THE VAN STALL COUNT IS INCLUDED IN THE ADA PARKING STALLS PROVIDED COUNTWALMART PARKING INFORMATIONWALMART BUILDING INFOAHJ PARKINGREQUIREDWALMARTPARKINGREQUIREDREGULAR PARKINGSTALLS PROVIDEDOPD PARKING STALLSPROVIDEDADA PARKING STALLSPROVIDED (VAN)CART CORRAL STALLSPROVIDEDTOTAL STALLSPROVIDEDTOTALAHJ PARKING RATIOTOTALWALMARTPARKING RATIOWALMARTBUILDING SF (1)SPACES SPACESSPACES (2,3) SPACES (2,3) SPACES (2,3,4) SPACES (2,3) SPACES (2,3) SPACES (2,3) SPACES (3)EXISTING33,411 SF112 SPACES 134 SPACES11146(1)61213.62 SP / 1,000 SF 3.62 SP / 1,000 SF(3.33 SP / 1,000 SF)(4 SP / 1,000 SF)PROPOSED38,380 SF128 SPACES 134 SPACES112177(2)61363.54 SP / 1,000 SF 3.54 SP / 1,000 SF(3.33 SP / 1,000 SF)(4 SP / 1,000 SF)SHOPPING CENTER PARKING INFORMATIONSHOPPING CENTER BUILDINGINFOAHJ PARKINGREQUIREDLEASE AGREEMENTPARKING REQUIREDTOTAL STALLSPROVIDEDTOTALAHJ PARKING RATIOTOTALLEASE AGREEMENTPARKING RATIOTOTALBUILDING SF (1)SPACESSPACESSPACES (2,3) SPACES (2,3)SPACES (3)EXISTING77,751 SF259 SPACES 312 SPACES3614.64 SP / 1,000 SF 4.64 SP / 1,000 SF(3.33 SP / 1,000 SF)(4 SP / 1,000 SF)PROPOSED77,751 SF259 SPACES 312 SPACES3574.59 SP / 1,000 SF 4.59 SP / 1,000 SF(3.33 SP / 1,000 SF)(4 SP / 1,000 SF)© STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC1.0OVERALL SITEPLANCONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!CONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!below.Know what'sCallbefore you dig.NORTHLEGENDPROPERTY LINESHEET NOTES1 ON PROJECTS WHERE PICKUP IS IN OPERATION AND PICKUPSIGNAGE EXISTS ON SITE. VERIFY THAT SIGN LOCATIONSMATCH THE NEW PROPOSED SIGN LOCATIONS SHOWN INTHIS SET. REMOVE ANY EXISTING PICKUP SIGNS THAT DONOT MATCH THE SIGN TYPES AND LOCATIONS PROVIDED INTHIS SET. CONSULT WITH WM CONSTRUCTION MANAGERPRIOR TO REMOVING EXISTING PICKUP SIGNAGE. PATCHAND REPAIR PAVEMENT TO MATCH EXISTING AND PROVIDEFLUSH WITH EXISTING TOP OF PAVEMENT.ARROW NUMBERMOUNTINGTYPEDirectional Left 3 PoleDirectional RightPoleDirectional StraightPoleDIRECTIONAL SIGNSIGN ARROW DIRECTIONL=LEFTR=RIGHTS=STRAIGHTDIRECTIONAL SIGN SCHEDULESIGNAGE LEGEND1ARROWRDIRECTIONAL SIGN SCHEDULE34INSTALL DIRECTIONAL PICKUP SIGN ON POST PER DETAIL 1AND 2, SHEET C4.0.CONSTRUCTION NOTESOVERALL SITE PLANSCALE: 1" = 40'NOTE TO CONTRACTOR PROTECT-IN-PLACE NOTESPROTECT-IN-PLACE EXISTING ASPHALT PAVEMENT.DEMOLITION NOTESERADICATE EXISTING STRIPING AND SEAL COAT AREA.DEMO EXISTING PICKUP SIGN© STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC2.0PICKUP 2.0DEMOLITION PLANCONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!CONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!below.Know what'sCallbefore you dig.LEGENDINDEX MAPSCALE: 1" = 150'NORTHNORTHPROPERTY LINECONCRETE SIDEWALK TO BE REMOVEDASPHALT PAVEMENT TO BE REMOVEDDEMOLITION PLANSCALE: 1" = 10'PROTECT-IN-PLACE EXISTING CONCRETE CURB AND GUTTER.PROTECT-IN-PLACE EXISTING BUILDING FACADE.PROTECT-IN-PLACE EXISTING STRIPING.PROTECT-IN-PLACE EXISTING TRUNCATED DOMES. ADJUST TOPROPOSED GRADE AS NECESSARY.PROTECT-IN-PLACE EXISTING CONCRETE SIDEWALK.PROTECT-IN-PLACE EXISTING CURBED LANDSCAPED ISLANDINCLUDING TREES IF PRESENT.PROTECT-IN-PLACE EXISTING LANDSCAPING.PROTECT-IN-PLACE EXISTING WINDOW.PROTECT-IN-PLACE EXISTING DOOR.PROTECT-IN-PLACE EXISTING INLINE RAMP.PROTECT-IN-PLACE EXISTING TRASH ENCLOSURE.PROTECT-IN-PLACE EXISTING GAS METER. ADJUST TO PROPOSED GRADEAS NECESSARY.PROTECT-IN-PLACE EXISTING SEWER MANHOLE. ADJUST TO PROPOSEDGRADE AS NECESSARY.PROTECT-IN-PLACE EXISTING GRATE INLET. ADJUST TO PROPOSEDGRADE AS NECESSARY.PROTECT-IN-PLACE EXISTING COLUMN. ADJUST TO PROPOSED GRADE ASNECESSARY.PROTECT-IN-PLACE EXISTING FENCE.PROTECT-IN-PLACE EXISTING CONCRETE CURB.DEMOLITION PLANSCALE: 1" = 10'NO R T H PROTECT-IN-PLACE EXISTING BOLLARD. ADJUST TO PROPOSED GRADEAS NECESSARY.EXISTING CONCRETE CURB TO BE REMOVEDEXISTING CONCRETE CURB TO REMAINLIMITS OF SEAL COAT. APPLY SEAL COAT OVER WHERE STRIPINGAND PAVEMENT MARKINGS WERE REMOVED AND WHERE NEWSTRIPING AND PAVEMENT MARKINGS WILL BE APPLIED. APPLYNEW STRIPING AND PAVEMENT MARKINGS OVER SEAL COAT.SAWCUT LINEELEANOR AVEGOLF COURSE DRCOUNTRY CLUB DREMILY AVEPROTECT-IN-PLACE EXISTING SPEED BUMP.NOTE TO CONTRACTOR VAN VANCONSTRUCTION NOTESPROPOSED WHITE 4" STRIPE, 60 DEGREES, SPACED AT 36"O.C.INSTALL "STOP HERE FOR PEDESTRIANS" SIGN ON POST ANDBOLLARD PER DETAIL ON SHEET C4.0 AND "SIGN MOUNTINGAND BASE" ON SHEET C10.0.INSTALL PICKUP SIGN ON POST AND BOLLARD PER DETAILSON SHEET C4.0.PROPOSED ASSOCIATE PATH-OF-TRAVEL PER DETAIL ONSHEET C4.0.STRIPE PICKUP PARKING TO MATCH SITE EXISTING.PROPOSED PICKUP DOOR. REFER TO ARCHITECTURAL PLANSFOR MORE INFORMATION.INSTALL PICKUP SIGN MOUNTED ON WALL PER DETAILS ONSHEET C4.0.PROPOSED STOP SIGN WITH SUPPLEMENTARY "CROSSTRAFFIC DOES NOT STOP" PLACARD ON POST AND BOLLARDPER DETAIL ON SHEET C10.0.PROPOSED STOP SIGN WITH SUPPLEMENTARY "CROSSTRAFFIC DOES NOT STOP" PLACARD ON POST PER DETAIL ONSHEET C10.0.PROPOSED DO NOT ENTER SIGN ON POST PER DETAIL ONSHEET C10.0.© STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC3.0PICKUP 2.0 SITEPLANCONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!CONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!below.Know what'sCallbefore you dig.INDEX MAPSCALE: 1" = 150'NORTHNORTHLEGENDPROPERTY LINESITE PLANSCALE: 1" = 10'ELEANOR AVEGOLF COURSE DRSAWCUT LINEASPHALT PAVEMENT. REFER TO DETAIL ON SHEET C4.0CONCRETE PAVEMENT. REFER TO DETAIL ON SHEET C4.01" MILL AND OVERLAY. OVERLAY DEPTH VARIES. REFER TOPROPOSED GRADES ON SHEET C6.0 FOR MORE INFORMATION.COUNTRY CLUB DREMILY AVEPROPOSED PICKUP PARKING STALL NUMBER (SHOWN FORLOCATION PURPOSES ONLY, DO NOT PAINT.)NOTE TO CONTRACTOR © STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC4.0PICKUP 2.0DETAILSPAINTEDTRAFFICWHITE6"8" TYP. 7'-4"2'-0" TYP.N.T.S.PICKUP CROSSWALK MARKINGN.T.S.LEGEND, BORDER - BLACKBACKGROUND - WHITE (RETROREFLECTIVE)STOP SYMBOL - RED (RETROREFLECTIVE)R1-5bNOTE:SIGNS SHALLHAVEDIAMONDGRADE, ASTMTYPE XI,SHEETING.30"30"1'FRONTVIEW - TYPICAL PICKUP PARKING SIGNAGEN.T.S.3500 P.S.I. P.C.CONCRETE BASE6'-2"SLOPE TOPOF CONCRETEGROUND SURFACE1'SIDEVIEW - TYPICAL PICKUP PARKING SIGNAGEN.T.S.3500 P.S.I. P.C.CONCRETE BASE6'-2"SLOPE TOPOF CONCRETEGROUND SURFACEU-BOLTU-BOLT NUT LOCATIONSBOLT LOCATIONS PERSTANDARD WITH SPACERAS FOR LEVEL SIGN MOUNTINGBOLT LOCATIONS PERSTANDARD WITH SPACERAS FOR LEVEL SIGN MOUNTING1'-0"2'-0"1'-0"4'-0"EDGE OF TRAVEL WAY 4'-0"EDGE OF TRAVEL WAY06/13/19NOTES FOR SINGLE POST WITH BOLLARD:1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OFTRANSPORTATION, FEDERAL HIGHWAYADMINISTRATION'S "MANUAL OF UNIFORM TRAFFICCONTROL DEVICES", LOCAL CODES AND AS SPECIFIED.MOUNT SIGNS TO POST IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS.2. GALVANIZED SQUARE TUBEPOST TUBES - 2"x2" 12gaPOST TUBE SHALL MEET ASTM A1011 GRADE 50.POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.SINGLE POST WITH BOLLARDEDGE OF TRAVEL WAY SIGN LOCATIONS - 60° PARKINGPAINTED ENDCAP - 60°SIGN LOCATIONS - 90° PARKINGPAINTED ENDCAP - 90°PAVED SURFACESQUARE TUBE BREAK AWAY POSTPLAN VIEWPARTIAL ELEVATIONGROUND SURFACENOTES FOR SINGLE POST WITH BREAK AWAY POST:1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S"MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST INACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.2. GALVANIZED SQUARE TUBEPOST TUBES - 2"x2" 12gaPOST TUBE SHALL MEET ASTM A1011 GRADE 50.POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.ANCHOR TUBE - 2-1/4"x2-1/4 12gaHEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B.STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123.THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". THE ANCHOR TUBE SHALLBE A MINIMUM 27" DEEP WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE.SINGLE POST WITH BREAK AWAY POSTSIGN LOCATIONS - 60° PARKINGCURBED ISLAND - 60°SIGN LOCATIONS - 90° PARKINGCURBED ISLAND - 90°N.T.S. PICKUP SIGN MOUNTING ANDBASE18"Ø4'-0"4'-0"3'-0" 7'-0" (MIN.)NOTE:THE MIN. HEIGHT OFTHE BOTTOM OF THELOWEST SIGN SHALLBE 7'-0"GALVANIZEDSQUARE TUBEUSE 4" SCH. 40STEEL PIPE FILLED W/CONCRETE WITH TOPROUNDED AND PAINTEDTRAFFIC YELLOWSLOPE TOPOF CONCRETE3500 P.S.I. P.C.CONCRETE BASEEDGE OF TRAVEL WAY 4'-0"7'-0" (MIN.)NOTE:THE MIN. HEIGHT OFTHE BOTTOM OF THELOWEST SIGN SHALLBE 7'-0"GALVANIZEDSQUARE TUBESLOPE TOPOF CONCRETE3500 P.S.I. P.C.CONCRETE BASESEE BREAK AWAYTUBE POST12"Ø27"GROUND SURFACE3" MIN. - 4" MAX.5/16" GR. 5SERRATEDFLANGED NUT5/16" GR. 5FLANGED BOLT4'-0"NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)4'-0" VARIES DEPENDING ON CURB RADIUS 4'-0"NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)4'-0" VARIES DEPENDING ON CURB RADIUS LAYOUT PERSTRIPINGDETAIL/SITE PLANLAYOUT PERSTRIPINGDETAIL/SITE PLAN30" STOP SIGN MOUNTED TO POSTWITH BREAK AWAY POST36" STOP SIGN SHALL BE INSTALLEDON POST WITH BOLLARD30" STOP SIGN MOUNTED TO POSTWITH BREAK AWAY POST36" STOP SIGN SHALL BE INSTALLEDON POST WITH BOLLARDSIGN ON POST (ALL SIGNS EQUAL TOOR GREATER THAN 36" IN WIDTH SHALLBE MOUNTED ON POST WITH BOLLARD)SIGN ON POST (ALL SIGNS EQUAL TOOR GREATER THAN 36" IN WIDTH SHALLBE MOUNTED ON POST WITH BOLLARD)NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)LAYOUT PERSTRIPINGDETAIL/SITE PLANLAYOUT PERSTRIPINGDETAIL/SITE PLAN4'-0"4'-0"STOP SIGN ONLY -ON POST WITHBOLLARD4'-0"4'-0" 4'-0" 4'-0"SIGN ON POST WITHBOLLARDSIGN ON POST WITHBOLLARDSTOP SIGN ONLY -ON POST WITHBOLLARDN.T.S.N.T.S.N.T.S.2'-0" 2'-6"(WHEN IN CURBED ISLAND)(WHEN IN PAINTED ENDCAP)CALL IN SIGN1818LARGE368DIRECTIONAL SIGNS (LEFT / STRAIGHT / RIGHT)24SIGNS SUPPLIED BY WALMART. INSTALLATION BY CONTRACTOR. SIGN DELIVERY TO BE COORDINATEDBY CONTRACTOR.PICKUP SIGNAGE1818 PROTECT-IN-PLACE EXISTING ASPHALT PAVEMENT.PROTECT-IN-PLACE NOTESPROTECT-IN-PLACE EXISTING CONCRETE CURB.PROTECT-IN-PLACE EXISTING CONCRETE CURB AND GUTTER.PROTECT-IN-PLACE EXISTING CURBED LANDSCAPE ISLAND INCLUDINGTREES IF PRESENT.PROTECT-IN-PLACE EXISTING RAMP.PROTECT-IN-PLACE EXISTING BUILDING FACADE.PROTECT-IN-PLACE EXISTING STRIPING.PROTECT-IN-PLACE EXISTING TRUNCATED DOMES. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING BOLLARD. ADJUST TO PROPOSED GRADE IFNECESSARY.PROTECT-IN-PLACE EXISTING SIDEWALK.PROTECT-IN-PLACE EXISTING LIGHT POLE. ADJUST TO PROPOSED GRADEIF NECESSARY.PROTECT-IN-PLACE EXISTING COLUMN. ADJUST TO PROPOSED GRADE IFNECESSARY.PROTECT-IN-PLACE EXISTING DOOR.PROTECT-IN-PLACE EXISTING FENCE.PROTECT-IN-PLACE EXISTING WATER VALVE. ADJUST TO PROPOSEDGRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING WATER VALVE ASSEMBLY. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING UNIDENTIFIED VALVE. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING UNIDENTIFIED VAULT. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING FIRE DEPARTMENT CONNECTION. ADJUSTTO PROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING POST INDICATOR VALVE. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING GRATE INLET. ADJUST TO PROPOSEDGRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING IRRIGATION PULLBOX. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING BLOW OFF. ADJUST TO PROPOSED GRADEIF NECESSARY.PROTECT-IN-PLACE EXISTING CURB DRAIN. ADJUST TO PROPOSEDGRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING TELEPHONE VAULT. ADJUST TO PROPOSEDGRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING IRRIGATION VALVE. ADJUST TO PROPOSEDGRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING TELEPHONE PULLBOX. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING PROPANE CABINET. ADJUST TO PROPOSEDGRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING BIKE RACK.PROTECT-IN-PLACE EXISTING FLAG POLE. ADJUST TO PROPOSED GRADEIF NECESSARY.PROTECT-IN-PLACE EXISTING ELECTRICAL PULLBOX. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING WATER METER. ADJUST TO PROPOSEDGRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING UNIDENTIFIED PULLBOX. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING WATER VALVE. ADJUST TO PROPOSEDGRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING WINDOW. ADJUST TO PROPOSED GRADE IFNECESSARY.PROTECT-IN-PLACE EXISTING SPEED BUMP.DEMO EXISTING ASPHALT PAVEMENT AND PROTECT BASECOURSE.DEMOLITION NOTESDEMO EXISTING CONCRETE CURB AND GUTTER ANDPROTECT BASE COURSE.DEMO EXISTING TRUNCATED DOMES AND PROTECT BASECOURSE.DEMO EXISTING SIGN AND POST AND BOLLARD.DEMO EXISTING SIGN AND POST.ERADICATE EXISTING STRIPING AND SEAL COAT AREA.DEMO EXISTING CONCRETE PAVEMENT AND PROTECT BASECOURSE.DEMO EXISTING INLINE CURB RAMP.DEMO EXISTING SIGN MOUNTED WALL.DEMO EXISTING CONCRETE CURB AND PROTECT BASECOURSE.© STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC5.0ADA DEMOLITIONPLANCONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!CONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!below.Know what'sCallbefore you dig.LEGENDINDEX MAPSCALE: 1" = 150'NORTHPROPERTY LINEEXISTING EASEMENTEXISTING CONCRETE CURB TO BE REMOVEDEXISTING CONCRETE CURB TO REMAINSAWCUT LINELIMITS OF SEAL COAT. APPLY SEAL COAT OVER WHERE STRIPINGAND PAVEMENT MARKINGS WERE REMOVED AND WHERE NEWSTRIPING AND PAVEMENT MARKINGS WILL BE APPLIED. APPLYNEW STRIPING AND PAVEMENT MARKINGS OVER SEAL COAT.ASPHALT PAVEMENT TO BE REMOVEDCONCRETE PAVEMENT TO BE REMOVEDDEMOLITION PLANSCALE: 1" = 10'DEMOLITION PLANSCALE: 1" = 10'NORTHNORTHELEANOR AVEGOLF COURSE DRCOUNTRY CLUB DREMILY AVENOTE TO CONTRACTOR VAN VANVAN VANCONSTRUCTION NOTESPROPOSED ASPHALT PAVEMENT PER DETAIL ON SHEET C7.0.PROPOSED CONCRETE SIDEWALK PER DETAIL ON SHEETC7.0.PROPOSED CONCRETE CURB PER DETAIL ON SHEET C7.0.HEIGHT PER PLAN.PROPOSED MODIFIED CONCRETE CURB AND GUTTER PERDETAIL ON SHEET C7.0. HEIGHT PER PLAN.INSTALL CAST-IN-PLACE TRUNCATED DOMES IN CONCRETEPER DETAIL ON SHEET C7.0. WIDTH TO BE 3.0' UNLESSOTHERWISE SPECIFIED IN PLANS.STRIPE ACCESSIBLE PARKING SPACES PER DETAIL ON SHEETC7.0. DIMENSIONS PER PLAN.INSTALL ACCESSIBLE PARKING SIGN ON POST AND BOLLARDPER DETAIL ON SHEET C7.0 AND "SIGN MOUNTING AND BASE"ON SHEET C10.0.PROPOSED 1.0" MILL AND OVERLAY TO PROPOSED GRADESSHOWN HEREON. OVERLAY DEPTH MAY VARY.PROPOSED PARALLEL ACCESSIBLE RAMP PER DETAIL ONSHEET C7.0.PROPOSED IN-LINE ACCESSIBLE RAMP PER DETAIL ON SHEETC7.0.INSTALL DUAL ACCESSIBLE PARKING SIGN ON POST ANDBOLLARD PER DETAIL ON SHEET C7.0 AND "SIGN MOUNTINGAND BASE" ON SHEET C10.0.INSTALL WALL MOUNTED ACCESSIBLE PARKING SIGN ON PERDETAIL ON SHEET C7.0.INSTALL ACCESSIBLE HAND RAIL PER DETAIL ON SHEET C7.0AND PIPE EMBEDMENT ON SHEET C7.0.© STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC6.0ADA SITE PLANCONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!CONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!below.Know what'sCallbefore you dig.SITE PLANSCALE: 1" = 150'NORTHSAWCUT LINEASPHALT PAVEMENT. REFER TO DETAIL ON SHEET C7.0CONCRETE PAVEMENT. REFER TO DETAIL ON SHEET C7.01" MILL AND OVERLAY. OVERLAY DEPTH VARIES. REFER TOPROPOSED GRADES ON THIS SHEET FOR MORE INFORMATION.SITE PLANSCALE: 1" = 10'LEGENDPROPERTY LINELIPFSFLTCEXISTING ELEVATIONPROPOSED ELEVATIONLIP OF GUTTERFINISHED SURFACETOP OF CURBFLOW LINEDOORDRGRADE BREAK LINESITE PLANSCALE: 1" = 10'NORTHNORTHNEW CROSSWALK MARKINGS. 6" WIDE PAINTED WITHSTRIPING PARALLEL TO DIRECTION OF TRAFFIC AT 2'-0" O.C.AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDSUNLESS NOTED OTHERWISE. SEE IMPROVEMENT PLAN FORDIMENSIONS. ENTIRE CROSSWALK SHALL BE RESTRIPED.ELEANOR AVEGOLF COURSE DRCOUNTRY CLUB DREMILY AVENOTE TO CONTRACTOR © STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC7.0ADA DETAILSN.T.S.LEGEND, BORDER - BLACKBACKGROUND - WHITE (RETROREFLECTIVE)STOP SYMBOL - RED (RETROREFLECTIVE)R1-5bNOTE:SIGNS SHALLHAVEDIAMONDGRADE, ASTMTYPE XI,SHEETING.30"30"CONCRETE CURBCONCRETE SIDEWALKDETECTABLE WARNINGNOTE: PROVIDE 1/2" EXPANSION(TYP)95% STD. PROCTOR (TYP)COURSE COMPACTED TO4" AGGREGATE BASE(TYP)5.0'1/2" RADIUS TOOLED JOINT OR1" DEEP SAWED JOINT (TYP.)1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 35' O.C. MAX.EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK5.0'5.0'5.0'5.0'5.0'5.0'4"4"2"(TYP)PC CONCRETE6"TYP(TYP)2"SLOPE 1/4" /FT.SEE SITE PLANMAX.1/2"R(TYP) AND ALL FIXED OBJECTS JOINT BETWEEN SIDEWALKNO. 3 BARS AT 24" O.C. EACHWAY MAX. SPACING4" REINFORCED PORTLAND CEMENTCONCRETE WITH MINIMUM 3500 PSI28 DAY COMPRESSIVE STRENGTHACCESSIBLE CURB RAMPSTANDARD DUTY ASPHALTACCESSIBLE PARKING-STRIPING DETAIL2"9'9.0'5'8'60°18.0' (MIN.)2"9'2"ADA LOGO STRIPING DETAIL60°2"2"2"5'9'9'60°36"18'60°8'36"ALL ACCESSIBLE PARKING11B-502.6.2.SPACESALL VAN ACCESSIBLEPARKING SPACESTHIS SIGN TYPICAL ATPENALTY SIGN WITH WORDING AS REQUIRED PER CBC SECTIONTHIS SIGN TYPICAL ATACCESSIBLEVAN12" X 6"12" X 9"PARKINGRESERVEDR7-8FINE $250MINIMUMACCESSIBLE PARKING SIGN(MIN. 70 SQ. IN.)36"60°SEE PLAN FOR WIDTHADA PATH-OF-TRAVEL STRIPINGMODIFIED CONCRETE CURB AND GUTTERTYPICAL HAND RAIL DETAILPIPE EMBEDMENT DETAIL SITE AND DEMOLITION LEGENDREFERENCE DETAIL SHEETEXISTING PEDESTRIAN CROSSING SIGN TO BE REMOVED.EXISTING STOP SIGN TO BE REMOVED.EXISTING SIGN POST TO BE REMOVED.EXISTING SIGN POST AND BASE TO REMAIN. BOLLARD SIGN POSTS TO BE RE-PAINTED AS NECESSARY.EXISTING CROSSWALK STRIPING TO BE REMOVED.EXISTING YIELD PAVEMENT MARKING TO BE REMOVED.EXISTING CENTERLINE STRIPING TO REMAIN.NEW "STOP HERE FOR PEDESTRIANS" SIGN.NEW 30"X30" STOP SIGN.NEW SIGN MOUNTING AND BASE.NEW STOP TEXT AND STOP BAR.NEW 4" WIDE PAINTED YELLOW STRIPES AT 45° @ 2'-0" O.C.NEW CROSSWALK MARKINGS - 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OFTRAFFIC AT 2'-0" O.C. AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTEDOTHERWISE. SEE SITE PLAN FOR DIMENSIONS. ENTIRE CROSSWALK SHALL BE RE-STRIPED.LIMITS OF SEAL COAT. APPLY SEAL COAT OVER WHERE STRIPING AND PAVEMENT MARKINGS WEREREMOVED AND WHERE NEW STRIPING AND PAVEMENT MARKINGS WILL BE APPLIED. APPLY NEWSTRIPING AND PAVEMENT MARKINGS OVER SEAL COAT.NEW 4" WIDE PAINTED YELLOW STRIPES - 6' LONG WITH 18' GAPS. EXISTING TO BE REMOVED.EXISTING STOP BAR AND STOP TEXT PAVEMENT MARKINGS TO BE REMOVED.NEW OPEN ARROW PAVEMENT MARKINGS.EXISTING ARROW PAVEMENT MARKINGS TO BE REMOVED.REFRESH FIRE LANE STRIPING PER ROHNERT PARK INFORMATION BULLETIN 003-2020 STANDARDS.NEW 4" WIDE DOUBLE SOLID YELLOW STRIPE.EXISTING STOP SIGN TO REMAIN.EXISTING STOP SIGN TO BE RAISED TO MATCH CURRENT DETAILS/GUIDELINES.EXISTING BOLLARD AND SIGN POST TO BE REPAINTED.NEW SIGN MOUNTING AND BASE WITH BREAK AWAY POST.EXISTING "STOP HERE FOR PEDESTRIANS" SIGN TO REMAIN OR BE RE-USED.EXISTING STOP BAR AND STOP TEXT PAVEMENT MARKINGS TO BE REVISED/REFRESHED TO MATCHCURRENT DETAILS.EXISTING OPEN ARROW PAVEMENT MARKING TO BE REVISED/REFRESHED TO MATCH CURRENTDETAILS.NEW CONCRETE CURB TO BE FLUSH WITH PAVEMENT.NEW "DO NOT ENTER" SIGN.NEW 36"X36" STOP SIGN WITH DOUBLE SIGN MOUNTING, BREAK AWAY POSTS, AND BASES.NEW "CROSS TRAFFIC DOES NOT STOP" PLACARD.NEW "ONCOMING TRAFFIC DOES NOT STOP" PLACARD.NEW "TRAFFIC FROM LEFT DOES NOT STOP" PLACARD.NEW "TRAFFIC FROM RIGHT DOES NOT STOP" PLACARD.© STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC8.0SSM-1NOTES TO CONTRACTOR :1. BFR (BUILDING FRONTAGE ROAD)OCR (OUTER CIRCULATION ROAD)2. CONTRACTOR SHALL INSTALL 'NEW' STOP BARS, SIGNS, AND TEXT TOMATCH CURRENT DETAILS AT THE LOCATIONS SHOWN ON THESE PLANS.3. ALL SIGNS LOCATED ON THE BUILDING SIDE OF THE BFR SHALL BEINSTALLED ON A SINGLE POST WITH BOLLARD.4. CONTRACTOR TO TRIM TREES OBSTRUCTING SIGN VIEWSTOP SIGNS AND MARKINGSCONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!CONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!below.Know what'sCallbefore you dig.SITE PLANNEIGHBORHOODMARKET #2468CONTRACTOR SHALL PROVIDE ALLSTOP BARS, TEXT, DIRECTIONALARROWS, LANE STRIPING ASSHOWN ON THIS PLAN. ALLPARKING STALL RESTRIPING TOBE PROVIDED BY OTHERS.BFROCRNORTHCONTRACTOR TO REFER TO SHEETSECP-1 FOR ADDITIONALIMPROVEMENTS ALONG BFRNOTES1. STOP SIGNS AND PAVEMENT MARKINGS REFLECTON SITE CONDITIONS AT THE TIME OF CEC'S SITEVISIT. CONTRACTOR SHALL NOTIFY THE WALMARTCONSTRUCTION MANAGER IF EXISTING CONDITIONSARE DIFFERENT THAN WHAT IS SHOWN.2. PROPERTY BOUNDARIES SHOWN AREAPPROXIMATED AND INTENDED FORCONCEPTUAL PURPOSES ONLY.IMAGE SOURCE: NEARMAPSIMAGE DATE: JULY 2023NOTE TO GENERAL CONTRACTOR:(1) STRIPE/REFRESH ALL EXISTING PARKINGFIELDS (MAIN, SIDE AND REAR OF STORE).(2) DO NOT STRIPE/REFRESH IF SIMILARWORK WAS COMPLETED WITHIN LAST YEAR.CONFIRM WITH CONSTRUCTION MANAGER.ELEANOR AVEGOLF COURSE DRIVENOTE TO CONTRACTOR SITE AND DEMOLITION LEGENDREFERENCE DETAIL SHEETEXISTING PEDESTRIAN CROSSING SIGN TO BE REMOVED.EXISTING STOP SIGN TO BE REMOVED.EXISTING SIGN POST TO BE REMOVED.EXISTING SIGN POST AND BASE TO REMAIN. BOLLARD SIGN POSTS TO BE RE-PAINTED AS NECESSARY.EXISTING CROSSWALK STRIPING TO BE REMOVED.EXISTING YIELD PAVEMENT MARKING TO BE REMOVED.EXISTING CENTERLINE STRIPING TO REMAIN.NEW "STOP HERE FOR PEDESTRIANS" SIGN.NEW 30"X30" STOP SIGN.NEW SIGN MOUNTING AND BASE.NEW STOP TEXT AND STOP BAR.NEW 4" WIDE PAINTED YELLOW STRIPES AT 45° @ 2'-0" O.C.NEW CROSSWALK MARKINGS - 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OFTRAFFIC AT 2'-0" O.C. AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTEDOTHERWISE. SEE SITE PLAN FOR DIMENSIONS. ENTIRE CROSSWALK SHALL BE RE-STRIPED.LIMITS OF SEAL COAT. APPLY SEAL COAT OVER WHERE STRIPING AND PAVEMENT MARKINGS WEREREMOVED AND WHERE NEW STRIPING AND PAVEMENT MARKINGS WILL BE APPLIED. APPLY NEWSTRIPING AND PAVEMENT MARKINGS OVER SEAL COAT.NEW 4" WIDE PAINTED YELLOW STRIPES - 6' LONG WITH 18' GAPS. EXISTING TO BE REMOVED.EXISTING STOP BAR AND STOP TEXT PAVEMENT MARKINGS TO BE REMOVED.NEW OPEN ARROW PAVEMENT MARKINGS.EXISTING ARROW PAVEMENT MARKINGS TO BE REMOVED.REFRESH FIRE LANE STRIPING PER ROHNERT PARK INFORMATION BULLETIN 003-2020 STANDARDS.NEW 4" WIDE DOUBLE SOLID YELLOW STRIPE.EXISTING STOP SIGN TO REMAIN.EXISTING STOP SIGN TO BE RAISED TO MATCH CURRENT DETAILS/GUIDELINES.EXISTING BOLLARD AND SIGN POST TO BE REPAINTED.NEW SIGN MOUNTING AND BASE WITH BREAK AWAY POST.EXISTING "STOP HERE FOR PEDESTRIANS" SIGN TO REMAIN OR BE RE-USED.EXISTING STOP BAR AND STOP TEXT PAVEMENT MARKINGS TO BE REVISED/REFRESHED TO MATCHCURRENT DETAILS.EXISTING OPEN ARROW PAVEMENT MARKING TO BE REVISED/REFRESHED TO MATCH CURRENTDETAILS.NEW CONCRETE CURB TO BE FLUSH WITH PAVEMENT.NEW "DO NOT ENTER" SIGN.NEW 36"X36" STOP SIGN WITH DOUBLE SIGN MOUNTING, BREAK AWAY POSTS, AND BASES.NEW "CROSS TRAFFIC DOES NOT STOP" PLACARD.NEW "ONCOMING TRAFFIC DOES NOT STOP" PLACARD.NEW "TRAFFIC FROM LEFT DOES NOT STOP" PLACARD.NEW "TRAFFIC FROM RIGHT DOES NOT STOP" PLACARD.VAN VAN© STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC9.0SECP-1NOTES TO CONTRACTOR:1. REFERENCE SITE CONSTRUCTION PLAN FOR SITE SPECIFICDIMENSIONS OF CROSSWALK STRIPING AND LOCATION OFSIGNAGE.2. PROVIDE A COMPREHENSIVE CONSTRUCTION PHASING PLANFOR THIS WORK TO THE STORE MANAGER 7 DAYS PRIOR TOSTARTING ANY WORK. IT IS TO PROVIDE FOR DATES, TIMES ANDDURATION OF LANE CLOSURES, TEMPORARY VEHICLE ANDPEDESTRIAN TRAFFIC CONTROL.3. ALL EXISTING STRIPING AND PAVEMENT MARKINGS OR TEXTALONG THE BFR (BUILDING FRONTAGE ROAD) SHALL BEREMOVED. GRIND OUT ANY DIRECTIONAL ARROWS OR STOPBARS/TEXT THAT ARE NOT CORRECTLY LOCATED ORINCONSISTENT WITH THE DETAILS PROVIDED. APPLY SEAL COATTO THE COMPLETE EXTENT THAT THE STRIPING OR TEXT HASBEEN REMOVED IN A SINGLE COMPLETE RECTANGLE TO COVERALL REMOVED STRIPING (DO NOT APPLY SEAL COAT OVEREXISTING STRIPING OR CONCRETE). INSTALL NEW STRIPING ANDSIGNAGE AS SHOWN ON THE SITE CONSTRUCTION PLAN.4. ALL SIGNS LOCATED ON THE BUILDING SIDE OF THE BFR SHALLBE INSTALLED ON A SINGLE POST WITH BOLLARD.5. EXISTING R1-5B SIGNS THAT MEET CURRENT DESIGNGUIDELINES SHALL BE RE-USED WHERE SIGN POSTS ARE TO BEREMOVED.6. ALL PROPOSED SIGNAGE ALONG THE BFR IS TO BE MOUNTEDON SEPARATE SIGN POST AND BASE. IF NEW SIGN POST ANDBASE IS PROPOSED, CONTRACTOR TO REFER TO DETAILS FOREXACT LOCATION.7. CONTRACTOR TO TRIM TREES OBSTRUCTING SIGN VIEW.DEMOLITION AND SITE CONSTRUCTION PLANCONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!CONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!below.Know what'sCallbefore you dig.DEMOLITION PLANSCALE 1" = 20'SITE CONSTRUCTION PLANSCALE 1" = 20'NORTHNOTE TO CONTRACTOR © STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC10.0SECP & SSMDETAILS 1SECP AND STOP SIGNS AND MARKINGS DETAIL SHEETOGP CROSSWALKMARKING (SEE DETAIL)6" BOLLARD WITHPEDESTRIAN CROSSWALKSIGNAGE TO MATCHEXISTING6" BOLLARD(SEE DETAIL)6" BOLLARDS WITHDIRECTIONAL SIGNAGE TOMATCH EXISTING6" DIAGONAL PAINTEDSTRIPING AT 5'-0" O.C.PERIMETER STRIPING 8"EXISTINGDRIVEWAY30'-0"MIN.7'-4"4'-0"4'-0"4'-0"2'-6"4'-0"4'-6"25'-0"2'-10"5'-0"MINN.T.S.CHANNELIZATION AT OGP DOORPAINTEDTRAFFICWHITE6"8" TYP.7'-4"2'-0" TYP.N.T.S.OGP CROSSWALK MARKINGBLACK LEGEND YELLOW BACKGROUNDW4-4BN.T.S.18"24""ONCOMING TRAFFIC" PLAQUENOTE:SIGNS SHALL HAVEDIAMOND GRADE,ASTM TYPE XI,SHEETING.BLACK LEGEND YELLOW BACKGROUNDW4-4AN.T.S.18"24""LEFT/RIGHT TRAFFIC" PLAQUE18"24"NOTE:SIGNS SHALLHAVE DIAMONDGRADE, ASTMTYPE XI,SHEETING.(SEE DIRECTIONINDICATED ATSYMBOL)BLACK LEGEND YELLOW BACKGROUNDW4-4PN.T.S.18"24""CROSS TRAFFIC" PLAQUENOTE:SIGNS SHALL HAVEDIAMOND GRADE,ASTM TYPE XI,SHEETING.6"WHITE LEGEND RED BACKGROUNDR1-3PN.T.S.18""ALL WAY" PLAQUENOTE:SIGNS SHALL HAVEDIAMOND GRADE,ASTM TYPE XI,SHEETING.SINGLE POST WITH BOLLARDSIGN LOCATIONS - 60° PARKINGPAINTED ENDCAP - 60°SIGN LOCATIONS - 90° PARKINGPAINTED ENDCAP - 90°SQUARE TUBE BREAK AWAY POSTPLAN VIEWPARTIAL ELEVATIONSURFACESINGLE POST WITH BREAK AWAY POSTSIGN LOCATIONS - 60° PARKINGCURBED ISLAND - 60°SIGN LOCATIONS - 90° PARKINGCURBED ISLAND - 90°N.T.S.SIGN MOUNTING AND BASEORORNO SIGNS SHALLBE LOCATEDWITHIN SHADEDAREAS SHOWN INDETAILSNOTE:ALL SIGNS LOCATED ONTHE BUILDING SIDE OFTHE BFR ARE TO BEINSTALLED ON A SINGLEPOST WITH BOLLARD.NOTE:SIGNS SHALL HAVEDIAMOND GRADE, ASTMTYPE XI, SHEETING.NOTES FOR SINGLE POST WITHBOLLARD:1. ALL SIGNS SHALL COMPLYWITH U.S. DEPARTMENT OFTRANSPORTATION, FEDERALHIGHWAY ADMINISTRATION'S"MANUAL OF UNIFORMTRAFFIC CONTROLDEVICES", LOCAL CODESAND AS SPECIFIED. MOUNTSIGNS TO POST INACCORDANCE WITHMANUFACTURER'SINSTRUCTIONS.2. GALVANIZED SQUARE TUBEPOST TUBES - 2"X2" 12gaPOST TUBE SHALL MEETASTM A1011 GRADE 50.POST TUBE GALVANIZED ASPER ASTM A653 GRADE 90.EDGE OF TRAVEL WAYPAVED SURFACENOTES FOR SINGLE POST WITH BREAK AWAY POST:1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OFTRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S"MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCALCODES AND AS SPECIFIED. MOUNT SIGNS TO POST INACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.2. GALVANIZED SQUARE TUBEPOST TUBES - 2"X2" 12gaPOST TUBE SHALL MEET ASTM A1011 GRADE 50.POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.ANCHOR TUBE - 2-1/4"x2-1/4" 12gaHEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B.STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZEDPER ASTM A123.THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHORTUBE A MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM27" DEEP WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE.18"Ø4'-0"4'-0"3'-0" 7'-0" (MIN.)GALVANIZEDSQUARE TUBEUSE 4" SCH. 40 STEEL PIPEFILLED W/ CONCRETE WITH TOPROUNDED AND PAINTEDTRAFFIC YELLOWSLOPE TOPOF CONCRETE3500 P.S.I. P.C.CONCRETE BASEEDGE OF TRAVEL WAY 4'-0"7'-0" (MIN.)NOTE:THE MIN. HEIGHT OFTHE BOTTOM OF THELOWEST SIGN SHALLBE 7'-0"GALVANIZEDSQUARE TUBESLOPE TOPOF CONCRETE3500 P.S.I. P.C.CONCRETE BASESEE BREAK AWAYTUBE POST12"Ø27"GROUND SURFACE3" MIN. - 4" MAX.5/16" GR. 5SERRATEDFLANGED NUT5/16" GR. 5FLANGED BOLT4'-0"NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)4'-0" VARIES DEPENDING ON CURB RADIUS 4'-0"NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)4'-0" VARIES DEPENDING ON CURB RADIUS LAYOUT PERSTRIPINGDETAIL/SITE PLANLAYOUT PERSTRIPINGDETAIL/SITE PLAN30" "STOP" SIGNMOUNTED TO POST WITHBREAK AWAY POST36" "STOP" SIGN SHALLBE INSTALLED ON POSTWITH BOLLARD30" "STOP" SIGNMOUNTED TOPOST WITH BREAKAWAY POST36" "STOP" SIGNSHALL BEINSTALLED ONPOST WITHBOLLARD"STOP FOR PEDESTRIAN"SIGN ON POST (ALL SIGNSEQUAL TO OR GREATERTHAN 36" IN WIDTH SHALL BEMOUNTED ON POST WITHBOLLARD)"STOP FOR PEDESTRIAN" SIGN ONPOST (ALL SIGNS EQUAL TO ORGREATER THAN 36" IN WIDTH SHALLBE MOUNTED ON POST WITHBOLLARD)NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)LAYOUT PERSTRIPINGDETAIL/SITE PLANLAYOUT PERSTRIPINGDETAIL/SITE PLAN4'-0"4'-0""STOP" SIGN ONLY -ON POST WITHBOLLARD4'-0"4'-0" 4'-0" 4'-0""STOP FOR PEDESTRIAN"SIGN ON POST WITHBOLLARD"STOP FOR PEDESTRIAN"SIGN ON POST WITHBOLLARD"STOP" SIGNONLY - ONPOST WITHBOLLARDNOTE:THE MIN. HEIGHT OFTHE BOTTOM OF THELOWEST SIGN SHALLBE 7'-0"NO SIGNS SHALLBE LOCATEDWITHIN SHADEDAREAS SHOWN INDETAILSNO SIGNS SHALL BELOCATED WITHINSHADED AREASSHOWN IN DETAILSNO SIGNS SHALLBE LOCATEDWITHIN SHADEDAREAS SHOWN INDETAILSDOUBLE POST WITH BREAK AWAY POSTSGROUND SURFACEEDGE OF TRAVEL WAY 6'-0"GALVANIZEDSQUARE TUBESLOPE TOPOF CONCRETE3500 P.S.I. P.C.CONCRETE BASESEE BREAK AWAYTUBE POST7'-0" (MIN.)NOTE:THE MIN. HEIGHT OFTHE BOTTOM OF THELOWEST SIGN SHALLBE 7'-0"12"Ø27"24" 0.C.GROUND36" STOPSIGNNOTE:SIGNS SHALL HAVEDIAMOND GRADE, ASTMTYPE XI, SHEETING.ATCROSSWALKSATINTERSECTIONSATINTERSECTIONSATINTERSECTIONSAT CROSSWALKSVAN VAN(APPLICABLE TO STRIPED OR RAISED ISLANDS BASED ON SITE CONDITIONS)NOTES:1. REFERENCE EACH VESTIBULE ON THE SITE PLAN FOR FINALLAYOUT, DIMENSIONS AND SIGN LOCATION.2. SEE INSETS "A", "B" AND "C" FOR SIGN LOCATION FOR EACH OF THETHREE OPTIONS.3. ONLY RELOCATE SIGN POST IF OFFSET MORE THAN 9' FROMLEADING EDGE OF CROSSWALK (EITHER SIDE IN EITHER DIRECTION)ALONG FRONT DRIVE.CROSSWALK OFF-SET FROM CENTER OF VESTIBULEINSET "A""STOP HERE FOR PEDESTRIAN" SIGNLOCATION WHEN LEADING EDGE OFCROSSWALK LANDS BETWEEN DRIVEAISLE AND ACCESSIBLE PATH.INSET "B""STOP HERE FOR PEDESTRIAN" SIGNLOCATION WHEN LEADING EDGE OFCROSSWALK IS ALIGNED WITH EDGE OFACCESSIBLE PATH.CROSSWALK CENTERED ON VESTIBULECROSSWALK OFF-SET FROM CENTER OF VESTIBULECROSSWALK CENTERED ON VESTIBULEEDGE OFDRIVE AISLE"STOP FORPEDESTRIANS" SIGN- SEE NOTE 3 BELOW(IF RELOCATION ISREQUIRED, PAIRWITH LEADING EDGEOF CROSSWALK)"STOP FOR PEDESTRIANS" SIGN -SEE NOTE 3 BELOW (IF RELOCATIONIS REQUIRED, PAIR WITH LEADINGEDGE OF CROSSWALK OR 9' FROMEDGE OF DRIVE ISLE).SEE INSET "B""STOP FOR PEDESTRIANS"SIGN - SEE NOTE 3 BELOW (IFRELOCATION IS REQUIRED,PAIR WITH LEADING EDGE OFCROSSWALK)"STOP FOR PEDESTRIANS"SIGN - SEE NOTE 3 BELOW(IF RELOCATION ISREQUIRED, PAIR WITHLEADING EDGE OFCROSSWALK OR 9' FROMEDGE OF DRIVE ISLE).SEE INSET "C""STOP FORPEDESTRIANS" SIGN -SEE NOTE 3 BELOW (IFRELOCATION ISREQUIRED, PAIR WITHLEADING EDGE OFCROSSWALK)"STOP FOR PEDESTRIANS" SIGN -SEE NOTE 3 BELOW (IFRELOCATION IS REQUIRED, PAIRWITH LEADING EDGE OFCROSSWALK OR 9' FROM EDGEOF DRIVE ISLE).SEE INSET "B""STOP FOR PEDESTRIANS"SIGN - SEE NOTE 3 BELOW (IFRELOCATION IS REQUIRED,PAIR WITH LEADING EDGE OFCROSSWALK)"STOP FOR PEDESTRIANS" SIGN -SEE NOTE 3 BELOW (IFRELOCATION IS REQUIRED, PAIRWITH LEADING EDGE OFCROSSWALK OR 9' FROM EDGEOF DRIVE ISLE).SEE INSET "A"8" WHITE STRIPETRANSVERSE LINEIN PARKING AISLE(OK, THIS SIDEONLY)8" WHITE STRIPE6" WHITESTRIPES 24"O.C.8" WHITE STRIPE6" WHITESTRIPES 24"O.C.8" WHITE STRIPE6" WHITESTRIPES 24"O.C.8" WHITE STRIPE6" WHITESTRIPES 24"O.C.8" WHITE STRIPE8" WHITE STRIPE8" WHITE STRIPEINSET "C""STOP HERE FOR PEDESTRIAN" SIGNLOCATION WHEN LEADING EDGE OFCROSSWALK LANDS BEFORE OR WITHINDRIVE AISLE.4'VARIES NEVERLESS THAN 9'VARIESNEVER LESSTHAN 9'4'36'36'20'61'36'NO SIGNWITHIN 4'X9'AREACROSSWALKLEADINGEDGENO SIGNWITHIN 4'X9'AREANO SIGNWITHIN4'X9' AREANO SIGNSWITHIN 4'X9'AREANO SIGNWITHIN 4'X9'AREANO SIGNWITHIN 4'X9'AREANO SIGNWITHIN4'X9' AREANO STOPSIGNS WITHIN4' OFFSETFROM DRIVEAISLENO STOP SIGNS WITHIN4' OFFSET FROM DRIVEAISLENO STOP SIGNSWITHIN 4'OFFSET FROMDRIVE AISLENO STOP SIGNSWITHIN 4' OFFSETFROM DRIVE AISLENO STOP SIGNS WITHIN4' OFFSET FROM DRIVEAISLENO STOP SIGNS WITHIN4' OFFSET FROM DRIVEAISLECROSSWALKLEADINGEDGE4'VARIESNEVER LESSTHAN 9'NO SIGNWITHIN 4'X9'AREACROSSWALKLEADINGEDGENO STOP SIGNSWITHIN 4'OFFSET FROMDRIVE AISLESEEADDITIONALNOTE "B"BELOWADDITIONAL NOTES FOR INSET "C":A.IF CROSSWALK LEADING EDGE IS LESSTHAN HALF WAY ACROSS THE DRIVE AISLE,THE CROSSWALK SIGN WILL LAG THELEADING EDGE.B.IF CROSSWALK LEADING EDGE IS BEYONDHALF WAY ACROSS THE DRIVE AISLE, THECROSSWALK SIGN WILL LEAD THE LEADINGEDGE.SEEADDITIONALNOTE "A"BELOWSIGN LOCATION AND VESTIBULE CROSSWALK STRIPINGWHITE LEGEND RED BACKGROUNDR1-1N.T.S.NOTES:1. 36" STOP SIGNSHALL BEMOUNTED ONDOUBLE POSTWITH BREAKAWAY POST.2. SIGNS SHALLHAVE DIAMONDGRADE, ASTMTYPE XI,SHEETING.36"X36" STOP SIGNAT HIGHWAY/STREET INTERSECTIONS36"36"WHITE LEGEND RED BACKGROUNDR1-1N.T.S.30"X30" STOP SIGNWITHIN PARKING LOTNOTE:SIGNS SHALLHAVE DIAMONDGRADE, ASTMTYPE XI,SHEETING.30"30"N.T.S.LEGEND, BORDER - BLACKBACKGROUND - WHITE (RETROREFLECTIVE)STOP SYMBOL - RED (RETROREFLECTIVE)R1-5bNOTE:SIGNS SHALLHAVEDIAMONDGRADE, ASTMTYPE XI,SHEETING.30"30"STOP SIGN LOCATION AT VARIOUS STOPCONDITIONS30"X30"STOP SIGN4'-0" MIN.VARIES DEPENDING ONCURB RADIUS (TYP.)R1-5b "STOP HEREFOR PEDESTRIANS"SIGNEDGE OF INTERSECTING TRAVEL WAYEXISTINGRAMP(TYP.)EXISTINGSIDEWALK (TYP.)EXISTINGLANDSCAPEISLAND (TYP.)EXISTINGCROSSWALKBFR (BUILDING FRONTAGE ROAD)INGRESS FROM / EGRESS TO PUBLIC ROADPUBLIC ROADSIGN LOCATION WHEN STOP CONDITION AT BFR WITH CROSSWALK ON PARKING LOT SIDESIGN LOCATION WHEN STOP CONDITION AT END OF BUILDING ALONG BFR WITH CROSSWALKN.T.S.36"X36"STOP SIGN(TYP.)4'-0" MIN.4'-0" MIN.VARIES DEPENDING ONCURB RADIUS (TYP.)EXISTINGCROSSWALK (TYP.)30"X30"STOP SIGNR1-5b "STOP HEREFOR PEDESTRIANS"SIGN03/21/19SOLID ARROW PAVEMENT MARKINGSN.T.S.NOTES:1. WORDS AND ARROWS SHALL BEAPPLIED IN ACCORDANCE WITHSECTION 3B.20 OF THE MANUALON UNIFORM TRAFFIC CONTROLDEVICES FOR STREETS ANDHIGHWAYS.2. THESE WORDS ARE TO BE PAINTED"RETROREFLECTIVE WHITE WITHGLASS BEADS", PERSPECIFICATIONS, WHEN AT EXITSFROM PARKING LOT TO PUBLICSTREETS.SOLID ARROW MARKINGS1'-4"8'-0"1'-4"1'-4"1'-4"4"4"4"8'-0"6'-0"10'-0" 8'-0"6'-0"7'-3"AS INDICATED ON PLANSAS INDICATED ON PLANS"ONLY" PAVEMENT MARKINGPAINTED "RETROREFLECTIVE WHITE"13'-0"6" WHITE STRIPES24" O.C. (TYP.)8" WHITESTRIPE (TYP.EACH SIDE)MATCH EXISTINGMATCH EXISTING NOTES:1. MARKINGS FOR STREET SHALL BE ACCORDING TOLOCAL CODE REQUIREMENTS AND AS OUTLINED INSECTION 3B.18 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETS ANDHIGHWAYS.2. MARKINGS WITHIN PRIVATE PARKING LOT SHALL BEPER THIS DETAIL.3. THESE MARKINGS ARE TO BE PAINTEDRETROREFLECTIVE WHITE.W/ LONGITUDINAL STRIPESN.T.S.CROSSWALK MARKING(MODIFIED)N.T.S.NOTES:1. ARROWS SHALL BE APPLIED INACCORDANCE WITH SECTION3B.20 OF THE MANUAL ONUNIFORM TRAFFIC CONTROLDEVICES FOR STREETS ANDHIGHWAYS.2. OPEN ARROWS SHALL CONSISTOF A 4" PERIMETER STRIPE.AS INDICATED ON PLANSPAINTED "WHITE"OPEN ARROW MARKINGS1'-0"6'-4"4"STANDARD RED AND WHITE SIGNR5-1N.T.S.30"30""DO NOT ENTER"SIGNNOTE:SIGNS SHALL HAVEDIAMOND GRADE,ASTM TYPE XI,SHEETING. © STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC11.0SECP & SSMDETAILS 2SECP AND STOP SIGNS AND MARKINGS DETAIL SHEET03/16/20NOTE:1. WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2. THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.N.T.S.STOP PAVEMENT MARKINGS - PARKINGLOTWHERE INTERSECTING DRIVES ARE AT90° WITH STOP SIGN(AS SHOWN ON PLANS)SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4"12"EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY4'-0"STOP BARSTOP SIGN (TYP.)36"X36" ATHIGHWAY/STREETINTERSECTIONS30"X30" WITHIN PARKINGLOT20'4" WIDE DOUBLE SOLIDYELLOW STRIPE (ASSHOWN ON PLANS)4'-0" MIN.90°PARKING60° PARKING - ONE-WAY DRIVEAISLE60° PARKING - TWO-WAY DRIVEAISLECENTERLINE OFTWO-WAY DRIVE AISLETEXTCENTERED ONDRIVE AISLESTOP BAREXTENDS THEENTIRE WIDTH OFDRIVE AISLE4'-0" MIN.4'-0" MIN.4'-0"4'-0" MIN.4'-0"4'-0"STOPSIGNSTOPSIGNSTOPSIGNSTOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLESTOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'-0" MIN.8"4'-0"4'-0"4'-0"NOTE:1. WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2. THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.N.T.S.STOP PAVEMENT MARKINGS - PARKINGLOT WHERE INTERSECTING DRIVESARE AT 90° WITHOUT STOP SIGN(AS SHOWN ON PLANS)SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4" 12" 4'-0"STOP BAR20'4" WIDE DOUBLE SOLIDYELLOW STRIPE (ASSHOWN ON PLANS)90°PARKING60° PARKING - ONE-WAY DRIVEAISLE60° PARKING - TWO-WAY DRIVEAISLECENTERLINE OFTWO-WAY DRIVE AISLETEXTCENTERED ONDRIVE AISLESTOP BAREXTENDS THEENTIRE WIDTH OFDRIVE AISLE03/16/20STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLEEDGE OF CROSSWALK OR INTERSECTING TRAVEL WAYSTOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'-0"4'-0"4'-0"8"03/16/20NOTE:1. WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2. THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.N.T.S.STOP PAVEMENT MARKINGS - PARKINGLOT WHERE INTERSECTING DRIVES ARENOT AT 90° WITH STOP SIGN(AS SHOWN ON PLANS)SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4" 12 "EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY4'- 0 "STOP BARSTOP SIGN (TYP.)36"X36" ATHIGHWAY/STREETINTERSECTIONS30"X30" WITHIN PARKINGLOT20'4" WIDE DOUBLE SOLIDYELLOW STRIPE (ASSHOWN ON PLANS)4'-0" MIN.90°PARKING60° PARKING - ONE-WAY DRIVEAISLE60° PARKING - TWO-WAY DRIVEAISLECENTERLINE OFTWO-WAY DRIVE AISLETEXTCENTERED ONDRIVE AISLE4'-0" MIN.4'-0" MIN.4'- 0 "4'-0" MIN.STOPSIGNSTOPSIGNSTOPSIGNSTOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'- 0 " M I N .8"4'- 0 " 4'- 0 "STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'- 0 " 4'- 0 "STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'- 0 "03/16/20NOTE:1. WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2. THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.N.T.S.SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4" 12 "EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY4'- 0 "STOP BAR20'4" WIDE DOUBLE SOLIDYELLOW STRIPE (ASSHOWN ON PLANS)90°PARKING60° PARKING - ONE-WAY DRIVEAISLE60° PARKING - TWO-WAY DRIVEAISLECENTERLINE OFTWO-WAY DRIVE AISLETEXTCENTERED ONDRIVE AISLESTOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE8"4'- 0 "STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'- 0 "STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'- 0 "STOP PAVEMENT MARKINGS - PARKINGLOT WHERE INTERSECTING DRIVES ARENOT AT 90° WITHOUT STOP SIGN(AS SHOWN ON PLANS)N.T.S.90°PARKING60° PARKING - ONE-WAY DRIVEAISLE60° PARKING - TWO-WAY DRIVEAISLETEXTCENTERED ONDRIVE AISLESTOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'-0"STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'-0"STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'-0"STOP PAVEMENT MARKINGS - PARKINGLOT WHERE INTERSECTING DRIVES ARENOT AT 90° WITH STOP SIGN(AS SHOWN ON PLANS)4'-0" MIN.STOPSIGN4'-0"4'-0" MIN.STOPSIGN4'-0"4'-0" MIN.STOPSIGN4'-0"NOTE:1. WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2. THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4"12"EDGE O F CRO S SWA LK OR IN TER S ECT ING TRAVE L WA Y4'-0"STOP BAR20'4" WIDE DOUBLE SOLIDYELLOW STRIPE (ASSHOWN ON PLANS)CENTERLINE OFTWO-WAY DRIVE AISLE8"03/16/20STOP SIGN (TYP.)36"X36" ATHIGHWAY/STREETINTERSECTIONS30"X30" WITHIN PARKINGLOT4'-0" MIN.4'-0" MIN.N.T.S.STOP PAVEMENT MARKINGS - PARKINGLOT WHERE INTERSECTING DRIVES ARENOT AT 90° WITHOUT STOP SIGN(AS SHOWN ON PLANS)90°PARKING60° PARKING - ONE-WAY DRIVEAISLE60° PARKING - TWO-WAY DRIVEAISLETEXTCENTERED ONDRIVE AISLESTOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'-0"STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'-0"STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'-0"NOTE:1. WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2. THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.03/16/20SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4"12"EDGE O F CRO S SWA LK OR IN TER SEC T ING TRAV E L WA Y4'-0"STOP BAR20'4" WIDE DOUBLE SOLIDYELLOW STRIPE (ASSHOWN ON PLANS)CENTERLINE OFTWO-WAY DRIVE AISLE8" © STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC12.0SPECIFICATIONSSHEET 1TRAFFIC SIGNS AND SIGNALS SPECIFICATIONPART 1 - GENERAL1.1 SUMMARYA. Section Includes:1. Traffic control signs.B. Related Requirements:1. Section 09900 - Painting. Painting for painted posts where shown on the Drawings.1.2 REFERENCESA. The publications listed below form a part of this specification to the extent referenced. Publications are referenced within the text by thebasic designation only.B. ASTM International (ASTM):1. ASTM A53 - Pipe, Steel, Black and Hot_Dipped, Zinc_Coated Welded and Seamless.2. ASTM C94 - Ready Mix Concrete3. ASTM D4956 - Retroreflective Sheeting for Traffic Control.C. US Department of Transportation, Federal Highway Administration:1. Manual on Uniform Traffic Control Devices (MUTCD).PART 2 - PRODUCTS2.1 SIGNSA. Conform to US Department of Transportation MUTCD. Sign classification, type, size, and color shall be as shown on the drawingsB. Retroreflectivity: Microprismatic type, diamond grade reflective sheeting conforming to ASTM D 4956, Type XI.2.2 POSTSA. Square Post: Square tubular steel sign post, galvanized, 12 ga, perforated full-length with 7/16 inch holes on four sides. Post size shallbe as shown on the Drawings.B. Steel Pipe: ASTM A 53, Type E (electric-resistance welded) or Type S (seamless), Grade B, Schedule 40, size as shown on theDrawings.2.3 CONCRETEA. Mix concrete and deliver in accordance with ASTM C 94.B. Design mix to produce normal weight concrete consisting of Portland cement, aggregate, water_reducing admixture, air_entrainingadmixture, and water to produce following:1. Compressive Strength: 3,500 psi, minimum at 28 days, unless otherwise indicated on the Drawings.2. Slump Range: 1 to 3-inches at time of placement3. Air Entrainment: 5 to 8 percentPART 3 - EXECUTION3.1 PREPARATIONA. Field verify underground utilities prior to sign installation. Primary utilities of concern of shallow depths are lawn sprinkler systems,electric, telephone, fiber optic, cable and gas.3.2 INSTALLATIONA. Install signs as shown on the Drawings and in accordance with MUTCD and manufacturer's instructions.B. Install signs of the type and at locations shown on the Drawings.C. Install posts of the type as shown on the drawing.D. Where shown as painted, field paint steel pipe posts in accordance with Section 09900.END OF SECTIONSITE DEMOLITION SPECIFICATIONPART 1 - GENERAL1.1 SUMMARYA. Section Includes:1. Demolition of structures, paving, and utilities.2. Patching and filling voids created as a result of removals or demolition.1.2 REGULATORY REQUIREMENTSA. Compliance with all laws, including Safety Laws, Environmental Laws, Stormwater Laws and Worker Verification Laws as wellas requirements found within the Contract Documents and these Specifications, that pertain to Safety Compliance, EnvironmentalCompliance, Stormwater Compliance and Worker Verification Compliance. Obtain required permits and licenses fromappropriate authorities. Pay associated fees including disposal charges.B. Notify affected utility companies before starting work and comply with their requirements.C. Do not close or obstruct public or private roadways, sidewalks, or fire hydrants without appropriate permits or writtenauthorization.D. If hazardous, contaminated materials or other environmental related conditions are discovered, stop work immediately and notifythe Wal-Mart Construction Manager for action to be taken. Do not resume work until specifically authorized by the ConstructionManager.1.3 PROJECT CONDITIONSA. Conditions existing at time of inspection for bidding purposes will be maintained by Owner as reasonably practical.B. Unless otherwise indicated in Contract Documents or specified by the Owner, items of salvageable value to Contractor shall beremoved from site and structures. Storage or sale of removed items on site will not be permitted and shall not interfere with otherwork specified.PART 2 - PRODUCTS2.1 FILL MATERIALSA. Fill material shall be aggregate fill materials consisting of stone, gravel, or sand free from debris, trash, frozen materials, roots,and other organic matter.2.2 CONCRETEA. Mix concrete and deliver in accordance with ASTM C 94.B. Design mix to produce normal weight concrete consisting of Portland cement, aggregate, water_reducing admixture,air_entraining admixture, and water to produce following:1. Compressive Strength: 3,500 psi, minimum at 28 days, unless otherwise indicated on the Drawings.2. Slump Range: 1 to 3-inches at time of placement3. Air Entrainment: 5 to 8 percentPART 3 - EXECUTION3.1 PREPARATIONA. Provide, erect, and maintain erosion control devices, temporary barriers, and security devices at locations indicated onConstruction Drawings. Provide a comprehensive construction phasing plan for this work to the store manager 7 days prior tostarting any work. It is to provide for dates, times and duration of lane closures, temporary vehicle and pedestrian traffic control.B. Protect existing landscaping materials, appurtenances, and structures, which are not to be demolished. Repair damage to existingitems to remain caused by demolition operations.C. Prevent movement or settlement of adjacent structures. Provide bracing and shoring as necessary.D. Mark location of utilities. Protect and maintain in safe and operable condition utilities that are to remain. Prevent interruption ofexisting utility service to occupied or used facilities, except when authorized in writing by authorities having jurisdiction. Providetemporary services during interruptions to existing utilities as acceptable to governing authorities and Owner.E. For work on operating Walmart sites, prior to any underground excavation, contractor is expected to obtain current andrepresentative underground utility plans from Walmart for private utilities that are not located by others. This is specificallyintended to provide approximate locations for Walmart private utilities including water, sewer, electrical, telephone and dataservices.F. Notify adjacent property owners of work that may affect their property, potential noise, utility outages, or other disruptions.Obtain written permission from adjacent property owners when demolition equipment will traverse, infringe upon, or limit accessto their property. Coordinate notice with Owner.3.2 GENERAL DEMOLITION REQUIREMENTSA. Conduct demolition to minimize interference with adjacent structures or pavements to remain.B. Cease operations immediately if adjacent structures appear to be in danger. Notify authority having jurisdiction. Do not resumeoperations until directed by authority.C. Conduct operations with minimum of interference to public or private access. Maintain ingress and egress at all times other thanin specific areas where work is in progress.D. Sprinkle work with water to minimize dust. Provide hoses and water connections for this purpose.E. Comply with governing regulations pertaining to environmental protection.F. Clean adjacent structures and improvements of dust, dirt, and debris caused by demolition operations. Return adjacent areas tocondition existing prior to start of work.3.3 DEMOLITIONA. Demolish site improvements designated to be removed as shown on the drawings. Site improvements shall include but not belimited to structures, foundations, pavements, curbs and gutters, drainage structures, utilities, signage or landscaping.B. Disconnect and cap or remove utilities to be abandoned as shown on the drawings.C. Fill or remove piping and appurtenances as shown.D. Demolish concrete and masonry in small sections. Break up concrete slabs_on_grade that are 2-feet or more below proposedsubgrade to permit moisture drainage. Remove slabs-on-grade and below grade construction within 2-feet of proposed subgrade.3.4 PATCHINGA. Where improvements are removed from paved areas, pavements shall be sawcut in straight lines at the perimeter and patched.Damaged pavement adjacent to removed improvements shall also be removed and patched.B. Pavement patches shall be paved with minimum 6" concrete, broom finished and flush with adjacent grades.3.5 FILLING VOIDSA. Completely fill below grade areas and voids resulting from demolition or removal of structures, etc., using aggregate fill materialsconsisting of stone, gravel, or sand free from debris, trash, frozen materials, roots, and other organic matter.B. Areas to be filled shall be free of standing water, frost, frozen or unsuitable material, trash, and debris prior to fill placement.C. Place fill materials in lifts not to exceed 6 inches loose measure and compacted to 95 percent of maximum laboratory density perASTM D698 with moisture content of not less than 1 percent below and not more than 3 percent above optimum moisture content.D. Grade surface to match adjacent grades and to provide flow of surface drainage after fill placement and compaction.3.6 DISPOSAL OF DEMOLISHED MATERIALSA. Remove from site debris, rubbish, and other materials resulting from demolition operations. Leave areas of work in cleancondition.B. No burning of any material, debris, or trash on_site or off_site will be allowed.C. Transport materials removed from demolished structures with appropriate vehicles and dispose off-site to areas that are approvedfor disposal by governing authorities and appropriate property owners.END OF SECTIONPAVEMENT MARKINGS SPECIFICATIONPART 1 - GENERAL1.1 SUMMARYA. Section Includes:1. Painting and marking of pavements, curbs, and guard posts (bollards)..1.2 REFERENCESA. The publications listed below form a part of this specification to the extent referenced. Publications are referenced within the text by the basic designationonly.B. American Association of State Highway and Transportation (AASHTO):1. AASHTO M247 - Glass Beads Used in Traffic Paints2. AASHTO M248 - Ready-Mixed White and Yellow Traffic PaintsC. Master Painter's Institute (MPI):1. MPI 32 - Traffic Marking Paint, Solvent Based.2. MPI 97 - Traffic Marking Paint, Latex.D. ASTM International (ASTM):1. ASTM D4414 - Standard Practice for Measurement of Wet Film Thickness by Notched Gauges.E. Federal Specifications (FS):1. FS A-A-2886 - Paint, Traffic, Solvent Based (supersedes FS TT-P-85 and FS TT-P-115, Type I)2. FS TT-B-1325 - Beads (Glass Spheres) Retro-Reflective3. FS TT-P-1952 - Paint, Traffic And Airfield Marking, Waterborne 1.3 PROJECT CONDITIONSA. Maintain access for vehicular and pedestrian traffic as required for other construction activities. Utilize flagmen, barricades, warning signs, and warning lightsas required.PART 2 - PRODUCTS2.1 MATERIALSA. Paint shall be waterborne or solvent borne, colors as shown or specified herein. Pavement marking paints shall comply with applicable state and local lawsenacted to ensure compliance with Federal Clean Air Standards. Paint materials shall conform to the restrictions of the local Air Pollution Control District.B. Waterborne Paint: Paints shall conform to FS TT-P-1952 and have MPI 97 approval.C. Solvent Borne Paint: Paint shall conform to FS A-A-2886 or AASHTO M248 and have MPI 32 approval. Paint shall be non_bleeding, quick_drying, andalkyd petroleum base paint suitable for traffic_bearing surface and be mixed in accordance with manufacturer's instructions before application for colorsWhite, Yellow, Blue, and Red.D. Glass Beads: AASHTO M 247, Type 1 or FS TT-B-1325, Type 1, Gradation A.PART 3 - EXECUTION3.1 EXAMINATIONA. Examine the work area and correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions arecorrected.3.2 PREPARATIONA. Sweep and clean surface to eliminate loose material and dust.B. Where existing pavement markings are indicated on Construction Drawings to be removed or would interfere with adhesion of new paint, a motorized abrasivedevice or soda blasting shall be used to remove the markings. Equipment employed shall not damage existing paving or create surfaces hazardous to vehicleor pedestrian traffic.3.3 CLEANING EXISTING PAVEMENT MARKINGSA. Remove existing pavement markings which are in good condition but interfere or conflict with the newly applied marking patterns and as noted on plans.Deteriorated or obscured markings that are not misleading or confusing or do not interfere with the adhesion of the new marking material do not requireremoval. Conduct grinding, soda blasting or other operations in such a manner that the finished pavement surface is not damaged or left in a pattern that ismisleading or confusing. Use dust collection system when removing existing pavement markings. Comply with the requirements of Section 01351Regulatory Compliance Supplement for management and disposal of hazardous wastes.3.4 APPLICATIONA. Apply two coats of same color of paint as specified below, at manufacturer's recommended rate, without addition of thinner, with maximum of 100 square feetper gallon or as required to provide a minimum wet film thickness of 15 mils and dry film thickness of 7 ½ mils per coat. Paint shall be applied for a total dryfilm thickness of 15 mils. Apply with mechanical equipment to produce uniform straight edges. At sidewalk curbs and crosswalks, use straightedge to ensureuniform, clean, and straight stripe.B. Install pavement markings according to manufacturer's recommended procedures for the specified material.C. Following items shall be painted with colors noted below:1. Pedestrian Crosswalks: White2. Exterior Sidewalk Curbs and Guard posts: Yellow3. Exterior Light Pole Bases: Yellow (unless otherwise noted on Construction Detail).4. Fire Lanes: Red or per local code.5. Lane Striping where separating traffic moving in opposite directions: Yellow.6. Lane Striping where separating traffic moving in the same direction: White.7. ADA Symbols: Blue or per local code.8. ADA parking space markings as shown on the drawings.9. Parking Stall Striping: Yellow, unless otherwise noted on Construction Drawings.10. Associate Parking Area: White, unless otherwise noted on Construction Drawings.D. Apply glass beads at pedestrian crosswalk striping and at lane striping and arrows at driveways connecting to public streets. Broadcast glass beadsuniformly into wet markings at a rate of 6 lb/gal.3.5 FIELD QUALITY CONTROLA. Field quality control shall be the responsibility of the Contractor. Field quality control testing and inspection shall be at the discretion of the Contractor asnecessary to assure compliance with Contract requirements.3.6 CLEANINGA. Waste materials shall be removed at the end of each workday. Upon completion of the work, all containers and debris shall be removed from the site. Paintspots upon adjacent surfaces shall be carefully removed by approved procedures that will not damage the surfaces and the entire job left clean and acceptable.END OF SECTIONSEAL COAT SHALL BE APPLIED WHERE EXISTING MARKINGS ARE REMOVED.SMALL PROJECT SEAL COAT SPECIFICATION:IN GENERAL:· CRACK FILLING AND OIL SPOT TREATMENTS ARE NOT REQUIRED PRIOR TO SEAL COAT. OTHER THANTHESE EXCEPTIONS, PREPARE AND CLEAN AREA TO BE SEAL COATED CONSISTENT WITHMANUFACTURER'S INSTRUCTIONS AND SPECIFICATION.APPROVED MATERIALS:1)STAR PRODUCTS·MICRO-PAVE PRO-BLEND WITH ADDED SAND· SINGLE COAT2)SEAL MASTER·POLYMER MODIFIED MASTERSEAL WITH ADDED SAND· SINGLE COAT3)GEM SEAL BLACK DIAMOND XL· WITH ADDED SAND· SINGLE COATMATERIALS IDENTIFIED IN SPECIFICATION SECTION 02787 CAN BE USED. COAL TAR BASED SEAL COATMATERIALS IN ANY FORM ARE PROHIBITED.SPECIFICATION SHEET 1 © STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC13.0SPECIFICATIONSSHEET 2SPECIFICATION SHEET 2SEAL COAT SPECIFICATIONPART 1 - GENERAL1.1 SUMMARYA. Section Includes:1. Seal coats using a polymer-modified asphalt emulsion blended with fine aggregate.B. Related Requirements:1. Site Demolition Specification2. Pavement Markings Specification3. Traffic Signs and Signals Specification1.2 REFERENCESA. The publications listed below form a part of this specification to the extent referenced. Publications are referenced within the text by thebasic designation only.B. ASTM International (ASTM)1. ASTM C 136 - Method of Sieve Analysis of Fine and Coarse Aggregate2. ASTM D 217 - Method for Cone Penetration of Lubricating Grease3. ASTM D 244 - Test Methods for Emulsified Asphalts4. ASTM D 562 - Method for Consistency of Paints Measuring Krebs Unit (KU) Viscosity Using a Stormer-Type Viscometer5. ASTM D 977 - Emulsified Asphalt6. ASTM D 2397 - Cationic Emulsified Asphalt7. ASTM D 2042 - Method for solubility of Asphalt Materials in Trichloroethylene8. ASTM D 3910 - Practice for Design, Testing, and Construction of Slurry Seal9. ASTM D 6690 - Joint and Crack Sealants, Hot Applied, for Concrete and Asphalt Pavements1.3 ADMINISTRATIVE REQUIREMENTSA. Pre_installation Meeting: Convene a pre_installation meeting at the site at least two weeks prior to commencing work of this Section.Require attendance of parties directly affecting work of this Section, including, but not limited to, the store manager, Contractor, and jobforeman.1. Contact Wal_Mart Construction Manager three weeks prior to pre_installation conference to confirm schedule.2. Record discussions of meeting and decisions, agreements reached, and furnish copy of record to each party attending. Reviewforeseeable methods and procedures related to paving work, including the following:a. Review preparation and installation procedures and coordinating and scheduling required with related work (including allrequired striping).b. Review proposed sources of materials.c. Tour, inspect, and discuss condition of existing pavement and other preparatory work such as patching and crack sealing. Ifcrack sealing is needed (reference section 2.4.C below) or other areas of pavement distress are noted during tour, submitappropriate RFI to project team for review.d. Review requirements for protecting paving work, including restriction and redirection of traffic during installation and curingperiod.e. Review and finalize construction schedule and verify availability of materials, installer's personnel, equipment, traffic controldevices, and facilities needed to make progress and avoid delays.f. Review paving requirements (drawings, specifications, and other contract documents).g. Review weather and forecasted weather conditions, and procedures for coping with unfavorable conditions.h. Review health and safety precautions relating to handling and placement of seal coat.1.4 QUALITY ASSURANCEA. Contractor Qualifications: The seal coat applicator shall have not less than 3 years documented experience in the application of emulsionseal coats.1.5 SITE CONDITIONSA. Weather Limitations: Apply seal coat only under the following weather conditions:1. The atmospheric temperature is between 50 and 90 F and is expected to remain above 50 F for 24 hours.2. Pavement temperature is above 55 F.3. Surface is dry and no moisture is expected within 24 hours.4. Weather and wind conditions are such that overspray is preventable and will allow proper curing and opening to traffic within areasonable time.B. Maintain access for vehicular and pedestrian traffic as required by the Wal-Mart Store and Construction Manager. Utilize temporarystriping, flagmen, barricades, warning signs, and warning lights as required.PART 2 - PRODUCTS2.1 MATERIALSA. Aggregate: Aggregate shall be 100 percent passing the No. 16 (1.18 mm) sieve when tested in accordance with ASTM C 136. Aggregateshall consist of hard, washed, dry natural or manufactured particles free of dust, trash, clay, organic materials or other contaminants.B. Asphalt Emulsion: Comply with ASTM D977 or ASTM D2397 for SS-1h or CSS-1h. The penetration of the residue from the distillationtest shall be 20 to 60. Clay stabilized emulsion, with a ph not greater than 7.0, and solids content not less than 45 percent may be used.The polymer material shall be milled or blended into the asphalt or emulsifier solution prior to the emulsification process. The minimumamount and type of polymer modifier shall be determined by the laboratory performing the mix design.C. Coal Tar: Coal tar emulsion or coal tar/asphalt emulsion shall not be used as a substitute for asphalt emulsion.D. Water: Water shall be potable and free of harmful soluble salts or reactive chemicals and any other contaminants and at least 50 F.E. Additives: Additives shall be included and approved as part of the mix design and be compatible with the other components of the mix.F. Crack Sealant: Crack sealant shall conform to ASTM D6690, Type II or higher and compatible with the specified seal coat emulsion.2.2 COMPOSITIONA. Composition. Seal coat shall consist of a mixture of the specified emulsion, water, aggregate, and additives and be proportioned to meetthe requirements shown in the following Table 1.TABLE 1 - Undiluted Seal Coat Design PropertiesMethodMinimumMaximumWeight (per gallon), ASTM D 244, lbs9.0Cone Penetration, ASTM D 217, mm340700% Non-Volatile150% Non-Volatile Residue Soluble in Trichloroethylene, ASTM D 20421035Wet Track Abrasion Loss, ASTM D 3910, g35Viscosity, ASTM D 562, KU75Dried Film ColorBlack1Weigh 10 g of homogeneous product into a previously tared, small ointment can. Place in an oven at 325°F for 90 minutes. Cool,reweigh and calculate non-volatile residue as a percent of the original mass.2.3 EQUIPMENTA. Distributors. Distributors or spray units used for the spray application of the seal coat shall be self-propelled and capable of uniformlyapplying 0.10 to 0.30 gallons per square yard of material over the required width of application. Distributors shall be equipped withtachometers, pressure gauges, and volume measuring devices. The mix tank shall have a mechanically powered, full sweep, mixer withsufficient power to move and homogeneously mix the entire contents of the tank.B. Spray Nozzles. Nozzles shall be free from clogs and debris and set at the same angle.C. Mixing Equipment. The mixing machine shall have a continuous flow mixing unit capable of accurately delivering a predeterminedproportion of aggregate, water, and emulsion, and of discharging the thoroughly mixed product on a continuous basis. The mixing unitshall be capable of thoroughly blending all ingredients together and discharging the material without segregation.D. Spreading Equipment. Spreading equipment shall be a mechanical type squeegee/brush distributor attached to the mixing machine,equipped with flexible material in contact with the surface to prevent loss of slurry from the spreader box. It shall be maintained toprevent loss of slurry on varying grades and adjusted to assure uniform spread. There shall be a lateral control device and a flexible strikeoff capable of being adjusted to lay the slurry at the specified rate of application. The spreader box shall have an adjustable width. Thebox shall be kept clean. Emulsion and aggregate build up on the box shall not be permitted.E. Clean equipment with a petroleum solvent if previously used with a different material.F. Hand Squeegee or Brush Application. Hand spreading application shall be used only in places not accessible to the mechanizedequipment or to accommodate neat trim work at curbs, etc. Material that is applied by hand shall meet the same standards as that appliedby machine.G. Calibration. Spreading equipment shall be provided with a method of calibration by the manufacturer. Equipment shall be calibrated toassure that it will produce and apply a mix that conforms to the job mix formula. Calibrations shall be made with the approved jobmaterials prior to application of the seal coat.2.4 PREPARATIONA. Remove all existing striping in areas subject to seal coating as noted in plans. Reference applicable specification section in SiteDemolition.B. Remediate distressed areas of existing pavement by saw-cutting and removing existing pavement, regrading and compacting theunderlying base course and replacing with full depth asphalt at locations and as shown on the drawings.1. Repairs not specifically shown on the plans but considered necessary by the contractor, store manager or construction manager (CM)shall be identified and submitted as an RFI to the project team prior to commencement of repairs.2. Repairs submitted by RFI and approved shall be performed as directed by the CEC. Cost for such work directed and performed willbe paid for in accordance with the “Changes in the Work” Clause of the General Conditions.C. Longitudinal and traverse cracks in excess of 0.25 inch, but less than 1 inch shall be sealed with a crack sealant. Cracks that contain weedor other live vegetable matter shall be treated with a locally approved, non-oil based sterilant prior to applying the crack filler.D. Existing crack sealants in the parking lot shall be evaluated for compatibility with the specified emulsion. If not compatible with eachother they can't be used together. Immediately prior to applying the seal coat, the surface shall be cleared of all loose material, dirt, dust,grease, oil, vegetation and other objectionable material. If water is used, cracks shall be allowed to dry thoroughly before applying theseal coat.E. Protect existing manholes, inlets, vaults, valve boxes, meter boxes, etc. as necessary to maintain free accessibility upon completion of sealcoat application. Surfaces adjacent to seal coat application areas such as sidewalks, curb and/or gutter, storefronts, etc. shall be protectedby use of felt paper anchored with clean aggregate, or by shielding components with plywood during application.F. Coordinate limits of seal coat application operations with Owner's Construction Manager and Store Manager to avoid interruption to storeoperations. Protect adjacent areas of the parking lot outside of current seal coat application limits to avoid tracking onto adjacent areas.Partition off limits of current seal coat operations until surface is traffic ready.G. Coordinate with Store Manager to deactivate lawn sprinkler systems least 48 hours prior to placing the seal coat and remain off for atleast 24 hours after the seal coat application.2.5 APPLICATIONA. Apply seal coat at a total rate (undiluted) of 0.17gal./SY.B. Dampen pavement with a fog spray of water if ambient temperatures exceed 80°F. No standing water shall remain on the surface.C. Apply the coat uniformly in a manner such that the combined application of the coat equals the total rate specified above.D. Suspend application when the distribution tank has less than 100 gallons left and refill to prevent irregular patterns or misses.E. The coat shall be allowed to dry and cure initially a minimum of 2-4 hours before applying any markings. The initial drying shall allowevaporation of water of the applied mixture, resulting in the coating being able to sustain light foot traffic. The initial curing shall enablethe mixture to withstand vehicle traffic without damage to the seal coat.F. The finished surface shall present a uniform texture with no streaks.G. The single coat shall be allowed to dry a minimum of eight hours in dry daylight conditions before opening to traffic, and initially cureenough to support vehicular traffic without damage to the seal coat.H. Where marginal weather conditions exist during the eight hour drying time, additional drying time shall be allowed. The length of timeshall be as specified by the supplier. The surface shall be checked after the additional drying time for trafficability before opening thesection to vehicle traffic.END OF SECTION _____OPA1.011234567ABCDEFGREMOVE EXISTING WALLS SHOWN DASHED IN ITS ENTIRETY, TYPREMOVE COUNTER IN ITS ENTIRETYREMOVE TOILET SEATVACANT TOILETVACANT REMOVE MILLWORK IN ITS ENTIRETYREMOVE EXISTING LOW HEIGHT WALLS SHOWN DASHED IN ITS ENTIRETY, TYPREMOVE EXISTING DOOR, DOOR FRAME AND ASSOCIATED HARDWARE IN ITS ENTIRETY, (TYP)REMOVE ALL COAT HOOKS, TYPREMOVE TACTILE EXIT SIGNREMOVE FLOOR PAINTREMOVE FLOOR PAINTPATCH AND REPAIR FLOOR AND WALLS AT LOCATION OF DEMOLISHED WALLSREMOVE PORTION OF THE CEILING TO THE EXTENTS SHOWN IN DASHED TO ACCOMMODATE NEW WALLREMOVE EXISTING FLOOR FINISH AND TRANSITION STRIPS, IN ITS ENTIRETY IN SALES AREA, CUSTOMER SERVICE, ENTRY, EXISTING PHARMACY, BREAKROOM, VACANT AREAS, HAIR SALON, TRAINING, MANAGER'S OFFICE, EXAM ROOMS, REGISTRATION, RESTROOMS, HALLWAY AND ALCOVE. REF 1-A1.1 FOR ADDITIONAL SCOPE OF WORKWHEN EQUIPMENT OR FIXTURES ARE REMOVED OR RELOCATED EXPOSING DAMAGED AREAS, REPAIR AND CLEAN TO MATCH EXISTING PER SPEC SECTION 03905. WHERE NO DAMAGE EXISTING TO REMAINREF SHEET SA1 FOR BID ALLOWANCE OF DUST WALLTEMPORARILY DISCONNECT EQUIPMENT AS NECESSARY FOR REMOVAL OF EXISTING FLOORING AND WALL FINISHES. REINSTALL IN ORIGINAL LOCATION AND IN WORKING CONDITION AFTER COMPLETION OF WORK (TYP) UNO, REF ELECREMOVE EXISTING REFRIGERATED CASE PROTECTION, CASE CORNER PROTECTION, AND FLOOR MOUNTED RAILINGS FOR INSTALLATION OF NEW FLOOR RAILS, TYP FOR ALL SALES AREARESTROOM DEMOLITION TO INCLUDE BUT IS NOT LIMITED TO:• REMOVAL OF ALL TOILET PARTITIONS• WALL FINISHES TO FACE OF STUDS INCLUDING BATT INSULATION• FLOOR FINISH AND TO BARE CONCRETE• REMOVAL OF LAVATORIES• REMOVAL OF ALL ACCESSORIES• TEMPORARY REMOVAL OF WATER CLOSETS, URINALS AND ELECTRIC WATER COOLERS.• REF 2-D1.1, FOR SECURITY ENCLOSURE DETAILREMOVE EXISTING TILE FLOORING AND TRANSITION STRIPS SHOWN DASHED IN THEIR ENTIRETY, REF A1.1 FOR ADDITIONAL SCOPE OF WORKREMOVE TACTILE EXIT SIGNREMOVE FILE CABINET (TYP OF 5) AND RETURN TO WALMART, TYP REMOVE COUNTER AND ITS SUPPORTS IN THEIR ENTIRETYREMOVE EQUIPMENTS SHOWN IN DASHED AND RETURN TO WALMART, TYP REMOVE EXISTING BULLETIN BOARD (TYP OF 2) AND RETURN TO WALMART, TYPRELOCATE CHAIR, (TYP OF 2), REF 1-A5TRAININGMANAGER'S OFFICECUSTOMER SERVICEMENWOMEN RELOCATE EXISTING OPD DOLLY (TYP), REF 2-OPA1.0REMOVE EXISTING WALL SHOWN DASHED IN ITS ENTIRETYREMOVE EXISTING DOOR, DOOR FRAME AND ASSOCIATED HARDWARE IN ITS ENTIRETYRECEIVINGSTOCKROOMREMOVE EXISTING TILE FLOORING AND TRANSITION STRIPS SHOWN DASHED IN THEIR ENTIRETY, REF A1.1 FOR ADDITIONAL SCOPE OF WORKREMOVE TACTILE EXIT SIGNREMOVE EAS PEDESTALS (TYP OF 2)REMOVE EAS PEDESTALS (TYP OF 2)REMOVE EXISTING REFRIGERATED CASE, REF MEPR AND PLUMBING ALCOVEREMOVE TACTILE EXIT SIGNDISCONNECT/ SECURE ALL PLUMBING/ ELECTRICAL SERVICES/ UTILITIES IN AREA SUBJECTED TO UNDER GO DEMOLITION WORKALCOVEEXISTING SCALES AND SCALE HOLDERS WILL BE REMOVED AND RE-INSTALLED BY OTHERS. GC TO PATCH AND REPAIR FLOOR WHERE ANCHORS ARE REMOVED.RELOCATE EXISTING ATM MACHINE, REF 1-A1RELOCATE EXISTING VENDING MACHINE (TYP OF 4), REF 1-A1.2 AND ELECRELOCATE EXISTING REDBOX, REF 1-A1REMOVE EXISTING COUNTERTOP AND REMOVE PLASTIC LAMINATE FROM VERTICAL CASEWORK SURFACES DOWN TO EXISTING SUBSTRATE, PREP SURFACES FOR NEW LAMINATE FINISH, REF 1-A5REMOVE CHAIRREF 2-D1.1REMOVE EXISTING RAISED FLOOR, PATCH AND REPAIR TO MATCH WITH EXISTING ADJACENT FLOOR LEVEL AND FINISH6' - 0 1/2"FV36' - 2 7/8"ADJACENT TENANTADJACENT TENANTREMOVE EXISTING FLOORING AND TRANSITION STRIPS SHOWN DASHED IN THEIR ENTIRETY, REF A1.1 FOR ADDITIONAL SCOPE OF WORKREMOVE FRP AND PREP SURFACE FOR NEW FINISHES, REF 1-A1REMOVE EXISTING MOP SINK, REF PLUMBING_____BR11FV5'-0"_____PHM11REMOVE EXISTING ELECTRICAL PANEL, REF ELEC 10' - 9 7/8"5' - 11"2' - 0"REMOVE PORTION OF SLAB AS REQUIRED FOR NEW UNDERGROUND PLUMBING (TYP), REF 9 & 10-A3, 2-D1REMOVE PORTION OF SLAB AS REQUIRED FOR NEW UNDERGROUND PLUMBING (TYP), REF 9 & 10-A3, 2-D1109' - 4"31' - 8 7/8"TYP2' - 0"SHEET NOTES1. DEMOLITION INCLUDES BUT IS NOT LIMITED TO ITEMS SHOWN DASHED, REF DEMOLITION REQUIREMENT NOTE ON N1 SHEET2. REMOVE ALL DOORS SHOWN DASHED, REFER TO ENLARGED PLANS AND DOOR SCHEDULE FOR DOOR AND FRAME REPLACEMENT3. GC TO REMOVE ANY INTERIOR TENANT SIGNAGE OR ORNAMENTATION INSTALLED ON THE FRONT OR SIDE TENANT BULKHEADS• WALMART OWNED TENANT SIGNS AND ORNAMENTS ARE TO BE RETURNED TO THE STORE MANAGER• NON-WALMART OWNED TENANT SIGNS AND ORNAMENTS ARE TO BE RETURNED TO THE TENANT4. REMOVE ALL EXTERIOR BUILDING MOUNTED SIGNS, LIT AND UNLIT• COORDINATE REMOVAL OF EXTERIOR TENANT SIGNS WITH CM AND TENANT PRIOR TO REMOVAL• REMOVE ALL EXTERIOR TENANT SIGNS AND DELIVER TO TENANT• PATCH AND REPAIR EXTERIOR WALL SURFACES, DAMAGED OR EXPOSED DUE TO SIGNS REMOVAL, TO MATCH ADJACENT AS REQUIRED5. NOT USED.6. COORDINATE EXTERIOR LIT SIGNAGE REMOVAL WITH WALMART CM• EXTERIOR LIT SIGNS CANNOT BE REMOVED WITHOUT WALMART CM APPROVAL• DISPOSE OF EXISTING FLUORESCENT LAMPS AND BALLASTS IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL GUIDELINES PRIOR TO PLACING SIGN(S) IN WASTE MANAGEMENT CONTAINERDEMOLITION LEGENDEXISTING TO REMAINDEMOLISH/REMOVERELOCATECEILING TILE GRID TO BE DEMOLISHEDEXISTING CONCRETE SLABSAW-CUT EXISTING SLAB FULL DEPTH, DO NOT EXTEND SAW CUT PAST AREA TO BE REMOVEDAGGREGATE BASE#3x8" DOWELS AT 18" OC, MID-SLAB DEPTH24" ±RAPID SET CONCRETE MIX BY GC#3 REBAR AT 12" OC, MID-SLAB DEPTH1/2" ± CONCRETE OVERLAY BY PREFERRED FLOORING CONTRACTORROLLED EPOXY PRIMERCONTRACTOR NOTES: 1. SAWCUT EDGES SHALL BE STRAIGHT AND EITHER PARALLEL EXISTING CONTROL/CONSTRUCTION JOINTS• SAWCUTS AT AN ANGLE TO THE EXISTING CONTROL JOINT PATTERN WILL NOT BE ALLOWED UNDER ANY CIRCUMSTANCES2. PRIOR TO CUTTING, INSTALL 36" WIDE ROSIN PAPER EACH SIDE OF PROPOSED EDGE CUTS IN ORDER TO REDUCE SCARRING OF SLAB THAT IS TO REMAIN3. NO OVERCUTTING SHALL BE ALLOWED AT EDGES OR CORNERS OF TRENCH AREA TO BE REMOVED• PORTIONS OF SLAB WHERE OVERCUTS OCCUR SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE WITH NO EXTENSION OF THE CONSTRUCTION SCHEDULE4. PERFORM CUTTING OF EXISTING CONCRETE SLABS IN ACCORDANCE WITH THE DETAILS AND SPECS USING SAWS AND/OR CORE DRILLS• ALL SLAB CUTTING SHALL BE PERFORMED AT NIGHT AFTER THE BUILDING HAS CLOSED FOR BUSINESS• EXPLOSIVES WILL NOT BE ALLOWED AT ANY TIME• REFERENCE SPECS FOR JACK HAMMER DIRECTION5. USE REMOVAL METHODS THAT WILL NOT CRACK, UNDERMINE, OR STRUCTURALLY DISTURB ADJACENT SLABS OR PARTITIONS4" SAND CUSHIONCONDUIT OR PIPEDOWELING TO BE A MAXIMUM OF 6" FROM EDGE OF CONCRETE INFILLPLANCONDUIT AND SAND CUSHION ONLY APPLY WHEN INFILLING OVER TRENCHDEPTH TO BE DETERMINED PER FIELD CONDITIONS AND LOCAL CODES SECTIONPLANMAX6"MAX6"DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION7007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMSHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.D1DEMOLITIONPLAN ANDDETAILWALWE0109ROHNERT PARK,CA10/01/2410/01/24STORE NO: 02468-21833T07/26/24ROHNERT PARK,CA901 GOLF COURSE DRIVE, ROHNERT PARK, CA 94928AK/KR/CBSME1" = 10'-0"1DEMOLITION PLAN3/4" = 1'-0"2SLAB TRENCHING DETAILISSUE BLOCK10/01/2024 1-A22-A23-A26-A28-A27-A211-A210-A29-A21234567ABCDFGTYPREF 5-A3PRODUCE SCALE AND SCALE HOLDER FINAL PLACEMENT BY OTHERS. FOR ANCHORINGREQUIREMENTS,REF 4-A31.551.55TYPREF 5-A31.55TYPREF 5-A3(2) HORIZONTALLY ORIENTED DIGITAL DISPLAYS FURNISHED AND INSTALLED BY OWNER,, FOR ATTACHMENTS AND RESPONSIBILITIES, BOTTOM OF MONITOR TO BE AT 7’-6”AFFREF 15-A5.1SALESUPCALCOVEFREEZERMECHANICAL/ELECTRICALPRODUCECOOLERPRODUCE PREPSTOCKROOMDAIRY COOLERRECEIVINGBAKERY PREPALCOVEMEAT COOLERDELI PREPNOTE:WM TO PROVIDE SHELVES FOR GC TO FIELD MODIFY TO FIT AROUND COLUMNS, GC TO VERIFY SPECIFIC QUANTITIES AND LOCATIONS WITH THE WM FIELD PROJECT MANAGER, STORE PLANNING WILL INSTALL AND PAINT THE SHELVES AFTER MODIFICATION BY THE GC, REF SHEET SA1 FOR BID ALLOWANCE OF GONDOLA SHELVESNOTE: REMOVE AND REPLACE DAMAGED FLOOR CONTROL JOINT MATERIAL THROUGHOUT SALES AND CUSTOMER AREAS IN ACCORDANCE WITH SPECS FULL DEPTH JOINT FILLER REPLACEMENT, REF SA1 SHEET FOR BID ALLOWANCEREMOVE EXISTING NON-DIGITAL MENU BOARDS AND BRACKETS. COORDINATE TIMING WITH WM REALTY EXECUTION1.55TYPREF 5-A3PATCH AND REPAIR WALLS AND FINISHES TO MATCH ADJACENT WHERE IMPACTED BY INSTALLATION OR MODIFICATION OF PLUMBING AND/OR ELECTRICAL UTILITIESEXISTING PAINT STRIPPING TO REMAIN. TOUCH-UP AS REQUIRED9.909.90EXISTING EYE WASH TO REMAIN9.9010.4410.4410.4410.4410.4410.4410.4410.4410.4410.4410.4410.4410.444-A2BALE ANDPALLETSTORAGEORGANICWASTE1.55TYPREF 5-A3ADJACENT TENANTADJACENT TENANT5-A2EQEQCLREPAIR FLOOR TO MATCH ADJACENT AT LOCATIONS OF DEMOLISHED WALLSFV8'-0"MOP SINK, REF MEP1.551.551.55FRP1SCB5NOTE:INSTALL NEW FRP UP TO MINIMUM 8' AFF. INSTALL SCB ON TOP.NOTE:FOR SEISMIC DESIGN CATEGORY D, SUSPENSION HEAVY DUTY GRID SYSTEM COMPONENTS, HANGER WIRES, COMPRESSION STRUTS, SPLAY BRACING, SUSPENDED FROM OPEN WEB STEEL JOISTS ABOVE SHALL COMPLY WITH ASTM C635, ASTM C636, AND SECTION 5.1 OF ASTM E580 (ASCE 7-16, SECTION 13.5.6.2.2). INSTALL N ACCORDANCE TO ICC-ES EVALUATION REPORT ESR-1222, WITH CBC SUPPLEMENT. SPECIAL INSPECTIONS REQUIRED.SUPPORT FIXTURES/AIR DEVICES FROM STRUCTURE ABOVE WITH (2)12GA HANGER WIRES (MIN).(N) ELEC EQUIPMENT. REFER ELECMOTHER'S ROOM184TRAINING172TOILET201TOILET202BREAKROOM151BACK OFFICEHALLWAY157PICKUPSTORAGE946AP OFFICE119FAMILY TOILET167MEN165WOMEN166PHARMACY300HEALTH SERVICEROOM303PHARMARYSTORAGE305PHARMACYTOILET301EXISTING SQUARE FOOTAGESBREARKOOM: 220 SQFTTRAINING: 98 SQFTPICKUP: 165 SQFTNEW SQUARE FOOTAGESBREAKROOM: 673 SQFTTRAINING: 138 SQFTPICKUP: 3056 SQFTMOTHER'S ROOM: 98 SQFT SHEET NOTES1. ENSURE ALL EXISTING WALL STANDARDS AND HALF GONDOLAS TO REMAIN ARE SECURE TO WALL2. REPLACE ALL EXISTING ADJUSTABLE TUBE COUNTER SUPPORTS THROUGHOUT THE STORE• , FOR SUPPORTS AND SPACING3. RELOCATE AND/OR INSTALL PREFABRICATED CASH WRAPS FOR CHECKOUTS AND SERVICE COUNTERS• CAULK BASE TO FLOOR WHEN LOCATION IS FINALIZED4. RELOCATION AND SETUP OF GONDOLAS AND/OR RACKING AS INDICATED ON FXS SHEETS WILL BE PERFORMED BY OTHERS• ANCHORING OF UPRIGHTS TO BE PERFORMED BY GENERAL CONTRACTOR5. IF PRICE READERS, FIRE EXTINGUISHERS OR PAPER TOWEL DISPENSERS ARE STRAPPED TO COLUMNS ON THE SALES FLOOR, REMOVE AND REINSTALL USING SCREWS, STRAPPED ATTACHMENT TO REMAIN AT BRACED FRAMED COLUMNS. REF SHEET SA1 FOR BID ALLOWANCEREF 12-A5.1GROCERY NOTES6. INTERIOR SEALANTS USED IN FOOD PREPARATION AREAS SHALL MEET REQUIREMENTS FOR USE IN USDA REGULATED FACILITIES7. PROVIDE STEEL CLOSURE PANELS AT ALL VERTICAL GAPS AND HORIZONTAL GAPS 52" OR LOWER BETWEEN REFRIGERATED CASES, WALLS AND/OR EQUIPMENT8. COORDINATE REMOVAL AND DISPOSAL OF EXISTING REFRIGERATED CASES AND FIXTURES WITH INSTALLATION OF REFRIGERATED CASES AND FIXTURESA. EXISTING REACH-IN FROZEN CASES TO BE RELOCATED OR REMOVED SHALL BE USED ON A TEMPORARY BASIS DURING CONSTRUCTION OF NON-SERVICE SEAFOOD AREAB. TEMPORARY CASES SHALL BE REMOVED ONCE CASES ARE DELIVERED AND OPERATIONAL9. DIMENSIONS OF REFRIGERATED CASES ARE TO OUTERMOST POINTS OF CASES; ENDCAPS AND BUMPERS ARE CONSIDERED PART OF THE CASE, WHERE THEY OCCUR10. ALL NON-MOVEABLE EQUIPMENT INCLUDING SINKS, OVENS, AND REFRIGERATED EQUIPMENT SHALL BE SEALED TO WALLSA. BASE OR LEGS SHALL BE SET IN A BED OF SEALANT WITH EXCESS REMOVEDB. MOVEABLE EQUIPMENT SHALL NOT BE SEALED11. ALL COOLER BOX MODIFICATIONS TO BE PERFORMED BY COOLER/FREEZER MANUFACTURERA. RELATED SLAB WORK BY GC12. COORDINATE RE-SKINNING OF EXISTING CASES TO REMAIN WITH SEPARATE CONTRACTOR13. REPLACE DAMAGED OVERHEAD REFRIGERATION PIPE INSULATIONA. REF SHEET SA1 FOR BID ALLOWANCE1. STUD WALL DIMENSIONS ARE TO FACE OF STUD2. ROUTE ALL UTILITY SERVICE LINES (PIPES AND CONDUIT) WITHIN STUD WALLS WHEREVER POSSIBLEA. ON COOLER/FREEZER PANELS IN FOOD PREP AREAS WHERE UTILITIES MUST BE EXPOSED, CONTRACTOR TO HAVE THE OPTION OF THE FOLLOWING: • SURFACE MOUNT UTILITIES WITH NON-CORROSIVE ANCHORS; SEAL BOTH SIDES OF PIPE/CONDUIT TO PANEL CONTINUOUSLY WITH SEALANT • INSTALL UTILITIES 1/2" OFF FACE OF PANEL TO ALLOW FOR CLEANING; USE ONLY NON-CORROSIVE MATERIALS FOR SPACERS AND ANCHORS• COVER UTILITIES WITH 20 GA STAINLESS STEEL BENT PLATES MOUNTED TO WALL WITH NON-CORROSIVE ANCHORS; APPLY CONT SEALANT ALONG EDGES AND JOINTS3. PROVIDE CONT USDA APPROVED SEALANT AT ALL JOINTS BETWEEN MATERIALS ON WALLS AND FLOORS IN FOOD PREPARATION, COOLER AND FREEZER AREAS4. PROPER INSTALLATION OF JOINT SEALANTS IS CRITICAL TO MEETING WALMART QUALITY ASSURANCE STANDARDSA. PROVIDE SEALANTS IN ACCORDANCE WITH DRAWINGS AND SPECSB. REF SPECS FOR SEALANT SCHEDULE5. ALL JOINTS BETWEEN DISSIMILAR MATERIALS SHALL BE SEALED AS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, REGARDLESS OF WHETHER SHOWN ON DRAWINGS OR INDICATED IN SPECSA. SUCH JOINTS NOT SHOWN OR SCHEDULED SHALL BE SEALED WITH SEALANTS AS RECOMMENDED BY MANUFACTURER FOR THE SPECIFIC APPLICATIONEQUIPMENT NOTES1. REFERENCE SHEET A1 FOR EQUIPMENT LOCATION2. 3-COMPARTMENTS, PREP SINKS, AND MOP SINKS TO BE FURNISHED WITH FAUCETS WITH INTEGRAL CHECK VALVES3. OWNER DETERMINES FINAL QUANTITY BETWEEN SLICERS AND/OR AUTO SLICERS4. QUANTITY AND TYPE BY OWNER -RACKS/SHELVING SHOWN ARE FOR POSSIBLE STORAGE AND PREP LOCATIONS5. FINISHES FOR OWNER SUPPLIED EQUIPMENT ARE SPECIFIED PER BID ALIGNMENT BETWEEN OWNER AND OEM6. HAND SINK INSTALLED TO 2'-9" WORKING HEIGHT7. SPLIT-TEMP APPLICATION SHOWN BY PRODUCT LISTING ASSIGNED ABOVE AND BELOW THE EQUIPMENT NUMBER, REFERENCE REFRIGERATION DRAWINGS FOR SPLIT-TEMP APPLICATION8. GENERAL CONTRACTOR TO INSTALL OWNER FURNISHED SOAP AND PAPER TOWEL DISPENSER, REF GROCERY INTERIOR ELEVATIONS FOR MOUNTING LOCATIONS9. OWNER TO SUPPLY COMPACTORS AND BALERS BY JV MFG (CRAM-A-LOT) OR PHILADELPHIA TRAMRAIL10. EQUIPMENT SUPPLIED BY OWNER11. EQUIPMENT INSTALLED BY EQUIPMENT SUPPLIER12. EQUIPMENT INSTALLED BY OWNER13. REFRIGERATED CASE FASCIA INSTALLED BY RC -COORDINATE WITH OWNER TO INSTALL FASCIA FROM CASE CANOPY EDGE TO FACILITATE INSTALLATION OF OWNER INSTALLED SIGNAGE -INSTALL PER MANUFACTURER'S INSTRUCTIONS AND COORDINATE WITH UTILITY CONNECTIONS14. SCALE STAND FURNISHED BY OEM AND INSTALLED BY GC15. RETROFIT DOORS/LIDS PROVIDED BY OWNER AND INSTALLED BY EQUIPMENT SUPPLIER16. REFERENCE SPECS FOR SPECIAL INSTRUCTIONSGENERAL EQUIPMENT NOTESA. ALL EQUIPMENT IS SUPPLIED BY OWNER, INSTALLED BY THE GENERAL CONTRACTOR, GENERAL CONTRACTOR TO MAKE FINAL UTILITY CONNECTIONS, UNLESS OTHERWISE NOTEDB. REFERENCE SPECS FOR REFRIGERATED AND HOT DISPLAY CASES FOR SUPPLIED BY, INSTALLED BY, AND FINAL CONNECT BYC. REFERENCE SPECS FOR MANUFACTURER AND MODEL NUMBERS NOT LISTED IN EQUIPMENT LEGENDSD. OWNER TO SUPPLY SS FIXTURES BY WIN-HOLTDOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION7007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMSHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.A1FLOOR PLANWALWE0109ROHNERT PARK,CA10/01/2410/01/24STORE NO: 02468-21833T07/26/24ROHNERT PARK,CA901 GOLF COURSE DRIVE, ROHNERT PARK, CA 94928KR/CBSME1" = 11'-6"1FLOOR PLANNOTE:MIN 4 WEEKS PRIOR TO INSTALLATION, GC TO CONTACT WALMART SUPPLIER(wmreactive@loebelectric.com) TO PLACE AN ORDER12 FT08 FT0MULTI-DECK (FRESH MEAT)6 FT0CASE DESCRIPTIONCASE LENGTH QTYLED LIGHTING CONVERSION CASECOUNTNOTE:MIN (4) WEEKS PRIOR TO INSTALLATION, GC TO CONTACT WALMARTSUPPLIER (GE TEAM: 1-866-671-3992 AND WALMART_RDL_ORDERS@GE.COM)TO PLACE AN ORDER5-DR FRAME 0 0---4-DR FRAME 0 0---3-DR FRAME 0 0---FROZEN CAKE2-DR FRAME 0 0---5-DR FRAME 0 0---4-DR FRAME 0 0---3-DR FRAME 0 0---SEAFOOD2-DR FRAME 0 0---5-DR FRAME 0 0 NOT AVAILABLE4-DR FRAME 0 0 NOT AVAILABLE3-DR FRAME 0 0 NOT AVAILABLEREACH-IN FROZFOOD/ICE CREAM2-DR FRAME 0 0---5-DR FRAME 0 0---4-DR FRAME 0 0---3-DR FRAME 0 0---DAIRY COOLER2-DR FRAME 0 0---LOCATION FRAME TYPE# OFFRAMES# OFDOORSFRAMEMANUFACTURERLED LIGHTING CONVERSION GLASSDOOR AND FRAME COUNTREFRIGERATED CASE LEGENDWDS NUMBER QTY.CASELENGTH/DOOR NO.DESCRIPTIONMFR OR SUPPLIERMODEL NO. NOTESRD3032.045 1 8FT REACH-IN (FRENCH DOORS)HUSSMANN CORPORATIONIDD5SU1,5,10RD3032.045 2 12FT REACH-IN (FRENCH DOORS)HUSSMANN CORPORATIONIDD5SU1,5,10RD3033.145 2 4DR REACH-INHUSSMANN CORPORATIONRL5KEYNOTES1.55 DIAMOND PLATE REFRIGERATED CASE FLOORMOUNTED RAILING OWNER FURNISHED GCINSTALLED9.90 FLOOR STRIPES. REF N1 FOR STRIPING CONDITIONS.10.44 PROVIDE TACTILE "EXIT" AND "EXIT ROUTE" SIGN, REFN1.ISSUE BLOCK1 PR#1 11/22/243 ADD#1 03/27/25COLOR LEGENDFRP1FIBERGLASS REINFORCED PLASTIC (WHITE)SCB5GRAYSERVICE DELI EQUIPMENT LEGENDWDS NUMBER QTY.DESCRIPTIONNOTESPRODUCE EQUIPMENT LEGENDWDS NUMBER QTY.DESCRIPTIONNOTESBAKERY EQUIPMENT LEGENDWDS NUMBER QTY.DESCRIPTIONNOTESMISC. GROCERY EQUIPMENT LEGENDWDS NUMBER QTY.DESCRIPTIONNOTESSTAINLESS STEEL EQUIPMENT LEGENDWDS NUMBER QTY.DESCRIPTIONNOTESWEDGE EQUIPMENT LEGENDWDS NO. QTY.DESCRIPTIONMFR OR SUPPLIERMODEL NO. NOTES Matthew Wm Nelson Director Admitted in California and Nevada mnelson@fennemorelaw.com 550 E. Hospitality Lane, Suite 350 San Bernardino, California 92408 PH (909) 723-1812 | FX (909) 890-9877 fennemorelaw.com June 30, 2025 VIA ELECTRONIC DELIVERY [cityclerk@rpcity.org] Hon. Mayor Gerard Buidice and City Council City of Rohnert Park 130 Avram Avenue Rohnert Park, CA 94928-1180 Re: Response to Appeal of PLAP25-0001 City Council Meeting of July 8, 2025 Dear Honorable Mayor Giudice and Councilmembers: Our office represents Walmart Inc. with respect to the above-referenced appeal of the Conditional Use Permit (“CUP”) that was approved by the Planning Commission on May 8, 2025 related to Walmart’s proposed use of 4,969 square feet of adjacent tenant space (“Project”) . For the reasons outlined herein, we ask that the City Council deny the appeal and uphold the CUP approval for the Project. 1. The Appeal Does Not Meet Code Requirements. Section 17.25.124 of the City Code requires that an appeal “shall state specifically why the determination or interpretation is not in accord with the purposes of this zoning ordinance and what the specific reasons are for the assertion that there was an error or abuse of discretion by the planning commission…”. Here, appellant fails to state any specific facts or reasons beyond general “concerns about current existing conditions” and speculative opinions about the proposed Project. Since the City Council is only permitted to consider the substantially same application, plans and related project materials that were the subject of the original decision and only the issues raised by the appeal, there is no legal basis to uphold the appeal.1 1 City of Rohnert Park Municipal Code § 17.25.125 (C). City Council June 30, 2025 Page 2 2.There is No Factual Basis for the Appeal. Notwithstanding the fact that any specific issues must be stated within the appeal itself (which appellant has failed to do), we anticipate that appellant and others will likely provide oral testimony regarding the same concerns that were discussed at the May 8, 2025 Planning Commission. Responses to each of these general areas of concern are provided below: Noise The Project involves the takeover of 4,969 square feet of existing adjacent tenant space. No exterior construction of additional building square footage is proposed, and construction activities will be limited to interior tenant improvements. Therefore, nearby residents will not be impacted by construction noise. With regard to operational noise, a Noise Technical Memorandum prepared by Kimley-Horn and dated January 31, 2025 was included with Walmart’s CUP submittal. This effort involved existing noise measurements which were taken at several different locations. The Project’s highest peak hour vehicle trips would generate noise levels of approximately 39.8 dBA Leq at 50 feet from the parking lot. Parking lot noise would occur within the existing surface parking lot on the Project site. The closest sensitive receptors would be the single-family residences located approximately 45 feet to the south and multi-family residences approximately 85 feet east of the nearest parking area. At these distances, parking lot noise levels would be approximately 40.7 dBA and 35.2 dBA respectively, which are below the City’s most stringent noise standard of 50 dBA (between 7:00 p.m. and 7:00 a.m.) for residential uses. Parking lot noise would be consistent with the existing noise in the vicinity and would be partially masked by background noise from traffic along surrounding roadways. The maximum noise level increase at the nearest residential uses during Project operations would be 1.7 dBA during nighttime hours, which is below the 3 dBA “barely perceptible” noise increase criterion. Therefore, operational noise levels are expected to be consistent with what has historically occurred within the Shopping Center since the Walmart Neighborhood Market has been operational beginning in 2014. Furthermore, despite the fact that the Project would not result in any significant noise impacts— and the fact that the existing Walmart store has not received any formal noise complaints to City Code enforcement related to deliveries—Walmart did not object to the condition of approval added by the Planning Commission further limiting its delivery hours, which will go into effect once the appeal is resolved and the CUP approval is final. City Council June 30, 2025 Page 3 Trucks/Circulation/Safety The Project site plan and traffic circulation plan were prepared by Walmart’s civil engineers who have designed online pickup facilities for hundreds of stores throughout the western United States and have expertise in Walmart-specific operational considerations and site layout. Safety of customers and store associates is always the highest consideration. The site plan and traffic circulation plan were also reviewed by the City Engineer and other City departments to ensure that adequate and safe access would be provided to the Project site. The existing pickup spaces on the west side of the building are proposed to be removed and converted to standard parking spaces. The new pickup parking spaces will be provided to the east of the building to allow for quicker and more direct access by store employees to the waiting vehicles via a crosswalk. Appellant’s personal opinion that the existing online pickup area “feels like a much safer place” is not sufficient evidence to disregard the expertise of trained engineering professionals and City staff, and is in conflict with testimony at the Planning Commission that the existing location requires store employees to walk in the drive aisle. Moreover, the takeover of this existing tenant space by the Walmart Neighborhood Market will not result in significant truck deliveries (and therefore will not result in a significant increase in pollutant emissions),2 as the additional space will be utilized solely for staging online pickup orders that would already be occurring at this location, while offering more convenient, dedicated pickup parking stalls and a more functional interior store layout to accommodate the increased popularity of online orders. Likewise, significant increased customer traffic is not anticipated to occur, as the additional square footage will not be utilized as sales floor area and will not have a separate customer entrance. Rather, the additional square footage will be used to more efficiently accommodate the ancillary use of online pickup orders, which have already been occurring since COVID restrictions in 2020. Based on the additional square footage the Project is anticipated to generate only up to 22 vehicle trips during the peak hour, which would not represent a significant increase. 2 Pursuant to 13 Cal. Code of Regulations Sections 2480 and 2485, heavy trucks are already subject to idling restrictions under State law and cannot idle for more than five minutes. Walmart trucks are equipped with an automatic shutoff for this purpose. City Council June 30, 2025 Page 4 Conclusion The Walmart Neighborhood Market provides a safe, convenient option for local residents to complete their grocery shopping close to home. If the appeal is granted, important Project benefits would not be realized, such as providing an expanded online pickup area which will benefit seniors, people with mobility issues and those with small children that have more difficultly shopping in store. The safer and more efficient parking layout would also not be implemented if the online pickup area cannot be relocated to the adjacent tenant space. The Project fully complies with the Neighborhood Commercial zoning and Municipal Code requirements, and appellant has failed to state any basis to uphold the appeal and deny the CUP. For these reasons, we respectfully request that the appeal be denied. Sincerely, FENNEMORE LLP Matthew Wm Nelson MNEL cc: Brandi West, Consultant Assistant Planner (via e-mail) Christina Ratcliffe, Planning & Management Consultant (via e-mail) Karen Murphy, City Attorney (via e-mail) 52371587.1/058959.0351 Alicia Giudice Development Services Director July 8, 2025 1 Appeal (PLAL25-0001) of the Planning Commission’s Approval of a Conditional Use Permit Amendment (PLUP24-0004) for an interior expansion of Walmart Neighborhood Market 901 Golf Course Drive Background Supermarket is the anchor tenant within the Mountain Shadows Plaza Existing Conditional Use Permit and Site Plan and Architectural Review was previously approved on February 28, 2013 (PL2013-003UP/SR) Expansion application submitted October 21, 2024 Purpose: Support online order fulfillment, staff facilities, pharmacy improvements 2 Location 3 Proposed Expansion Overview Addition of 4,969 square feet by incorporating existing adjacent retail space and relocating 17 online pickup parking spaces New interior facilities includes merchandise staging, employee break room, training office, and restrooms Interior upgrades include restroom relocation, a new mothers’ room, and pharmacy remodel Parking Lot Improvements and Accessibility Upgrades 4 Reconfigured online pickup location 5 Excerpt from Traffic Circulation Plan 6 Planning Commission Hearing May 8, 2025 Over 600 notices mailed to property owners, occupants, HOAs and business owners within a 300-foot radius 8 Speakers: 4 in favor, 4 opposed ◦Key in favor comments: improved convenience, safety, site activation ◦Key opposition comments: noise, traffic, pickup location, compliance history 7 Planning Commission Action Approved CUP amendment, 4-1 vote Added delivery hour restrictions to reduce impacts Commissioner comments emphasized: ◦Community engagement ◦Operational responsibility ◦Compatibility with mixed-use surroundings 8 Appeal filed by Bess McKay on May 14, 2025 & Supplemental Email on June 10, 2025 ◦Basis #1: General objection to project Staff Analysis: The appellant does not include any specific concerns about their objections to the project. This does not constitute a basis to overturn the Planning Commission’s decision. ◦Basis #2 Concern About Existing Conditions Staff Analysis: The appellant does not describe any existing conditions with which the appellant and neighbors have concerns. This does not constitute a basis to overturn the Planning Commission’s decision. ◦Basis #3 Concern About Quality of Environment Staff Analysis: The appellant does not describe any quality of environment concerns regarding the project. This does not constitute a basis to overturn the Planning Commission’s decision. 9 Appeal, Continued Basis #4 Pedestrian Safety Staff Analysis: The appellant does not raise specific pedestrian safety concerns. In fact, the project includes upgraded sidewalks and ADA parking, new striping and new crosswalks, which would improve pedestrian safety. This does not constitute a basis to overturn the Planning Commission’s decision. Basis #5 Traffic Congestion, Safety Concerns, and Truck Staging Staff Analysis: The applicant submitted a traffic circulation plan of the area demonstrating adequate traffic flow. The Circulation Plan shows that while the truck circulation and the online pickup paths cross, the parking area for online pickup and the truck staging area are separate. Further the scheduled online pickup times would regulate the number of automobiles at any one time to reduce congestion and address potential safety concerns. This does not constitute a basis to overturn the Planning Commission’s decision. 10 Appeal, Continued Basis #6 Non-Compliance with Conditional Use Permit (CUP) Staff Analysis: Prior to the Planning Commission hearing, the only complaints received by the City related to Walmart since the granting of the 2013 CUP have been abandoned shopping carts, which were addressed by Walmart. Since the Planning Commission hearing, staff has received complaints regarding truck deliveries occurring prior to the allowed delivery times. Staff has been monitoring the early morning situation and has found no evidence of deliveries occurring prior to 7 AM weekdays. However, Staff noted that there was a truck parked in the delivery area prior to delivery times and that a semi-trailer was parked at the loading dock. Staff reached out to Walmart, who took prompt action to address these two issues. These complaints are not a public nuisance under Civil Code §3480. This does not constitute a basis to overturn the Planning Commission’s decision. 11 Appeal, Continued Basis # 7 Noise and Nuisance Staff Analysis: The noise study demonstrates that the delivery of products to Walmart and the presence of autos for online pickup would not violate Rohnert Park Municipal Ordinance noise limits. The Planning Commission also reduced the allowed delivery hours to address concerns regarding noise. This does not constitute a basis to overturn the Planning Commission’s decision. Basis #8 Vehicle Emissions Staff Analysis: Any possible impacts of any idling vehicles waiting for online pickup is de minimus . The pickup system requires a specific window of time for arrival. The applicant expects that the average time an auto is waiting would be 15 minutes. This does not constitute a basis to overturn the Planning Commission’s decision. 12 Appeal, Continued Basis #9 Existing Online Pickup Location Staff Analysis: It is not clear how this argument relates to the proposed project. The current pickup area is in an area of the Center that has congested traffic due to proximity to the store’s main entrance. This area would be converted back to standard parking spaces. The pickup area would be moved to a more accessible location with easy access to the new dedicated storage and staging area. This does not constitute a basis to overturn the Planning Commission’s decision. Basis #10 Lack of Operational Data from Walmart Staff Analysis: Walmart provided operational data. The current online pickup window of 7 AM to 10 PM 7-days a week is not proposed to be modified. Further, the Traffic Circulation Plan contained in Sheet EX-2 of the plans submitted by the applicant on 2/10/2025 and included in the Planning Commission Packet (Attachment 3) shows anticipated additional trips to Walmart as a result of the additional space. The applicant has also stated that they expect a maximum of 22 online pickup trips for the daily peak hours. This does not constitute a basis to overturn the Planning Commission’s decision. 13 CUP Findings The appellant has not submitted any information or evidence contradicting the following findings to approve the CUP made by the Planning Commission: ◦Project is consistent with Zoning Ordinance and the Purposes of the District (C-N District) ◦Project will not be detrimental to public health, safety or welfare ◦Project will comply with Zoning Ordinance and Municipal Code 14 Environmental Analysis The project is categorically exempt under the California Environmental Quality Act (CEQA) Class 1, Section 15301 Existing Facilities. Further, there is no reasonable possibility that the proposed expansion will have a significant impact on the environment due to unusual circumstances under CEQA Guidelines Section 15300.2(c) 15 Public Notice and Written Public Comment Received For this hearing, over 600 notices were mailed to property owners, occupants, HOAs and business owners within a 300- foot radius. Staff has included the five written Public Comments as attachments to the Staff Report. A letter from the applicant was received on 6/30/2025, which is attached to the Staff Report. 16 Staff Recommendation Adopt the proposed resolution denying appeal PLAP25-0001 and affirming and upholding the Planning Commission’s decision PLUP24-0004 to amend the Conditional Use Permit (CUP) to allow a 4,969-square -foot interior expansion of the Walmart Neighborhood Market. 17 Alternative Options Deny appeal, uphold decision with modified conditions Direct Staff to Prepare a Resolution upholding the appeal, reversing Planning Commission approval, and denying the CUP amendment 18 Questions? 19 From: To:CityClerk Cc: Subject:Supplemental Response to Appeal of PLAP25-0001 (City Council Meeting of July 8, 2025) Date:Monday, July 7, 2025 2:19:51 PM Attachments:0.png 1.png 2.png 3.png Supplemental Response to Appeal (July 8_ 2025 hearing).pdf EXTERNAL EMAIL On behalf of Matthew Wm. Nelson, please see attached Supplemental Response to Appeal letter regarding the above-referenced subject matter. Best regards, Carol Martinez Carol L. Martinez Legal Administrative Assistant 550 E Hospitality Ln, Suite 350, San Bernardino, CA 92408 T: 909.723.1712 cmartinez@fennemorelaw.com Legal Administrative Assistant to: Matthew Wm. Nelson, Ernest E. Riffenburgh, Rachel J. Greenberg CONFIDENTIALITY NOTICE: The information contained in this message may be protected by the attorney-client privilege. If you believe that it has been sent to you in error, do not read it. Please immediately reply to the sender that you have received the message in error. Then delete it. Thank you. Matthew Wm Nelson Director Admitted in California and Nevada mnelson@fennemorelaw.com 550 E. Hospitality Lane, Suite 350 San Bernardino, California 92408 PH (909) 723-1812 | FX (909) 890-9877 fennemorelaw.com July 7, 2025 VIA ELECTRONIC DELIVERY [cityclerk2@rpcity.org] Hon. Mayor Gerard Guidice and City Council City of Rohnert Park 130 Avram Avenue Rohnert Park, CA 94928-1180 Re: Supplemental Response to Appeal of PLAP25-0001 City Council Meeting of July 8, 2025 Dear Honorable Mayor Giudice and Councilmembers: The purpose of this letter is to provide additional information in response to a June 10, 2025 e- mail from appellant Bess McKay, which was not included with the initial appeal filing and was not provided to Walmart’s representatives until July 2, 2025, despite the appeal being filed on May 13, 2025. As stated in our correspondence of June 30, 2025, the appeal does not meet code requirements as Section 17.25.124 of the City Code clearly requires dismissal for failing to state specific issues within the appeal itself. Notwithstanding the fact that any specific issues must be stated within the appeal, we anticipate the appellant will likely provide oral testimony raising the same concerns. According, the following responses are provided, corresponding with the numbering in appellant’s June 10 e-mail. 1. Pedestrian Safety. No specific information was provided by appellant related to this bullet point. However, as stated in our previous June 30, 2025 letter, the Project site plan and traffic circulation plan were specifically designed to ensure pedestrian safety, by eliminating the need for store employees to walk across a busy main drive aisle. These plans were also reviewed by the City Engineer and other City departments to ensure that adequate and safe pedestrian access would be provided. 2. Traffic Congestion, Safety Concerns and Truck Staging. With regard to safety, please refer to Response No. 1, above. The takeover of the adjoining tenant space by the Walmart Neighborhood Market will not result in significant additional truck deliveries, as the additional space will be utilized solely for staging online pickup orders that would already be occurring at this location, while offering more convenient, dedicated pickup parking stalls and a more functional interior store layout to accommodate the increased popularity of online orders. City Council July 7, 2025 Page 2 Likewise, significant increased customer traffic is not anticipated to occur, as the additional square footage will not be utilized as sales floor area and will not have a separate customer entrance. The Project is anticipated to generate only up to 22 vehicle trips during the peak hour, which would not represent a significant increase. This estimate is conservative as it is based solely on the additional building square footage. As stated under Response No. 7, below , the new online pickup area is estimated to accommodate an additional 3 to 4 orders per hour, resulting in an increase from 11 to 15 orders per hour. 3. Non-Compliance with Conditional Use Permit (CUP). Appellant offers no specific facts to support the contention that Walmart is in violation of the existing CUP. Walmart has operated at this location in compliance with all CUP requirements since 2014. With regard to noise concerns, please refer to Response No. 4, below. 4. Noise and Nuisance. Appellant only refers to current perceived noise disturbances from the existing Walmart Neighborhood Market, not noise disturbances that will allegedly occur as a result of the takeover of adjacent tenant space and reconfiguration of the online pickup area. The existing Walmart store has not received any formal noise complaints to City Code enforcement related to deliveries. Furthermore, despite the fact that the Project would not result in any significant noise impacts and no existing violations have been reported, Walmart did not object to the condition of approval added by the Planning Commission further limiting its delivery hours, which will go into effect once the appeal is resolved and the CUP approval is final. 5. Vehicle Emissions. Appellant claims that customers waiting for pickup orders are likely to keep engines running for climate control while waiting. This statement is speculative. However, even if some customers do leave their car engine running for a few minutes while waiting for their orders, this would be consistent with the existing commercial use of the site and existing online pickup activities. 6. Existing Online Pickup Location. Appellant suggests that the existing online pickup area has capacity for additional vehicles and would be a better location. The existing pickup spaces on the west side of the building are proposed to be removed and converted to standard parking spaces. The new pickup parking spaces will be provided to the east of the building to allow for safer and more direct access by store employees to the waiting vehicles via a crosswalk, rather than have to walk across a busy main drive aisle. Appellant’s personal opinion regarding the existing online pickup area is not sufficient evidence to disregard the expertise of trained engineering professionals and City staff. 7. Lack of Operational Data from Walmart. The new online pickup area is estimated to accommodate an additional 3 to 4 orders per hour, resulting in an increase from 11 to 15 orders per hour. The online pickup hours are 7:00 a.m. to 10:00 p.m. City Council July 7, 2025 Page 3 Appellant also submitted several photographs depicting delivery trucks at the Walmart Neighborhood Market; however, none of the photos are time/date stamped and it is unclear what violations, if any, appellant is suggesting are depicted by the photos. In sum, we maintain that the appeal should be denied on the basis that no specific facts have been properly presented by appellant to demonstrate non-compliance with the City’s zoning ordinance, or that there was any error or abuse of discretion by the Planning Commission. Sincerely, FENNEMORE LLP Matthew Wm Nelson MNEL cc: Brandi West, Consultant Assistant Planner (via e-mail) Christina Ratcliffe, Planning & Management Consultant (via e-mail) Karen Murphy, City Attorney (via e-mail) 52443734.1/058959.0351 From: To:Public Comment Cc: Subject:Fw: Walmart Neighborhood Expansion Date:Thursday, July 3, 2025 8:59:04 AM EXTERNAL EMAIL July 3rd, 2025 Please listen to the families and people who live in the area. We are not happy with "Profits driven Expansion!" & dealing with commercial property owners in said area of Mountain Shadows Plaza. We/I have seen grocery markets come and go (Roger Wilco/Pacific Market/etc.) but Walmart is a whole new breed. The noise has increased with more vehicles/cars & with some patrons who just don't care! Walmart isn't my only reason for me to frequent the area, but parking along the perimeter during business hours is only going to get worse with Walmart's Expansion. I'm sorry not to be able to attend the meeting on July 8th, 2025 but hope my email will be heard even more so. I am also hoping the City Council will see that the OTHER Walmart (4625 Redwood Dr) is only 1.5 mi. or a 5 min. drive away & could be the solution to our grievances. Please keep our Neighborhood Market the same as it was in the beginning! Thank you John Thomason From: To:Public Comment Subject:Walmart Neighborhood Expansion Date:Friday, July 4, 2025 8:48:17 AM EXTERNAL EMAIL I hope city come to Emily street to check out the traffic when the school is open. Thanks! From: To:Public Comment Subject:Walmart Neighborhood Expansion Date:Friday, July 4, 2025 9:01:15 AM EXTERNAL EMAIL By allowing this ,the city is not protecting its environment and local businesses, my business —mountain Shadows Barbershop may have to close, and more to come. From: To:Public Comment Subject:Walmart Neighborhood Expansion Date:Saturday, July 5, 2025 1:57:21 PM EXTERNAL EMAIL Hello I was notified of the expansion of the Walmart store by a neighbor. I have serious concerns about traffic issues around expansions to the "Neighborhood" grocery store. Traffic around this strip mall is limited to one lane roads. Golf course drive, country club drive, and Snyder lane to the north. Expansion to this store would only cause congestion for residents in the area which is bad enough especially during school times for the two elementary schools in the area, Hahn and Evergreen. As an alternative plan the city should encourage Walmart to expand the store on redwood drive to a superstore which has freeway access and ample parking. Also, there were no public notices that I saw that were posted by the store and looking on the city of Rohnert Park's website, it is very difficult if not impossible to see development projects that are proposed to the city. Joe and Rita Fong Rohnert Park, Ca 94928 From: To:Public Comment Subject:Walmart Neighborhood Expansion Date:Tuesday, July 8, 2025 9:20:38 AM EXTERNAL EMAIL Dear Council Members, I ask for you to consider that the proposed Walmart expansion plan will very likely have a negative impact on the surrounding residential areas on both single-family and apartment dwellings. Also consider that several long-established businesses (Optometry, Chiropractic, Barbershop, etc.) will be forced to close. As you are aware, Walmart has a much larger store, with ample parking, two miles away. As a nearby 15 year resident of the neighborhood, I've experienced many changes affecting the general area (I live approx. 400-500 feet from the proposed site). Some change is beneficial, increased traffic is (usually) not! Thank you, Vincent Deyl, 1 Lopez, Sylvia From:Judi Jones Sent:Tuesday, July 8, 2025 3:25 PM To:Public Comment Subject:Walmart expansion EXTERNAL EMAIL I cannot attend tonight’s council meeting but want to relay my opinion. Walmart Neighborhood Grocery is the worse run store in RP and probably Sonoma County. They are constantly short staffed and they are always short of products. Always! They need to work on these issues before expanding the store to create new ones The expansion for moving pickup to the back of the store will create noise and problems for the residents who live right behind it. There is plenty of room on the side of this store to continue pickup there. Please do your citizens right by rejecting this unnecessary expansion. Judi Jones 35 year resident of RP