Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2023-11-01 Packet
Page 1 of 4 City Council Regular Meeting AGENDA (to be held both at the physical and virtual locations below) Civic Center Council Chamber ♦ 300 Seminary Avenue ♦ Ukiah, CA 95482 To participate or view the virtual meeting, go to the following link: https://us06web.zoom.us/j/97199426600 Or you can call in using your telephone only: •Call (toll free) 1-888-788-0099 •Enter the Access Code: 971 9942 6600 •To Raise Hand enter *9 •To Speak after being recognized: enter *6 to unmute yourself Alternatively, you may view the meeting (without participating) by clicking on the name of the meeting at www.cityofukiah.com/meetings. November 1, 2023 - 6:00 PM 1.ROLL CALL 2.PLEDGE OF ALLEGIANCE 3.AB 2449 NOTIFICATIONS AND CONSIDERATIONS 4.PROCLAMATIONS/INTRODUCTIONS/PRESENTATIONS 5.PETITIONS AND COMMUNICATIONS 6.APPROVAL OF MINUTES 6.a.Approval of the Minutes for the October 17, 2023, Special Meeting. Recommended Action: Approve the minutes for the October 17, 2023, special meeting. Attachments: 1.6a 2023-10-17 Draft Minutes - Special Meeting 6.b.Approval of the Minutes for the October 18, 2023, Special Meeting. Recommended Action: Approve the minutes for the October 18, 2023, special meeting. Attachments: 1.6b 2023-10-18 Draft Minutes - Special Meeting 6.c.Approval of the Minutes for the October 18, 2023, Regular Meeting. Page 1 of 457 Page 2 of 4 Recommended Action: Approve the minutes for the October 18, 2023, regular meeting. Attachments: 1.6c 2023-10-18 Draft Minutes - Regular Meeting 7.RIGHT TO APPEAL DECISION Persons who are dissatisfied with a decision of the City Council may have the right to a review of that decision by a court. The City has adopted Section 1094.6 of the California Code of Civil Procedure, which generally limits to ninety days (90) the time within which the decision of the City Boards and Agencies may be judicially challenged. 8.CONSENT CALENDAR The following items listed are considered routine and will be enacted by a single motion and roll call vote by the City Council. Items may be removed from the Consent Calendar upon request of a Councilmember or a citizen in which event the item will be considered at the completion of all other items on the agenda. The motion by the City Council on the Consent Calendar will approve and make findings in accordance with Administrative Staff and/or Planning Commission recommendations. 8.a.Consideration of Adoption of Resolution Approving Records Destruction for the Police Department. Recommended Action: Adopt resolution authorizing the destruction of outdated documents for the Police Department. Attachments: 1.Resolution 8.b.Consideration of Nomination and Possible Adoption of a Resolution Appointing Steven Ratley to the Public Spaces Commission. Recommended Action: Adopt Resolution appointing Steven Ratley to the At-large City or County Resident position on the Public Spaces Commission, term to expire on November 1, 2026. Attachments: 1.Public Spaces Commission - Municiple Code Sections 2.Application 3.Nomination 4.Proposed Resolution 8.c.Approval Notice of Completion for Ghilotti Construction Co. for the Clara Avenue Reconstruction Project, Specification 20-08, and Direct the City Clerk to File the Notice of Completion with the County Recorder. Recommended Action: Approve the Notice of Completion for the Clara Avenue Reconstruction Project, Specification 20-08, and direct the City Clerk to file the Notice of Completion with the County Recorder. Attachments: 1.Plans and Specifications ATT 1 2.Notice-of-Completion att 2 8.d.Approval of Plans and Specifications for the Urban Core Rehabilitation and Transportation Project, Specification 23-07, and Direct Staff to Advertise for Bids. Recommended Action: Approve Plans and Specifications for the Urban Core Rehabilitation and Transportation Project, Specification 23-07, and direct Staff to advertise for bids. Attachments: 1.2022-LPP Staff Recommendations 2.PLANS DRAFT att 2 3.BID SPEC DRAFT att 3 9.AUDIENCE COMMENTS ON NON-AGENDA ITEMS The City Council welcomes input from the audience. If there is a matter of business on the agenda that you are interested in, you may address the Council when this matter is considered. If you wish to speak on a matter that is not on this agenda that is within the subject matter jurisdiction of the City Council, you may do so at this time. In order for everyone to be heard, please Page 2 of 457 Page 3 of 4 limit your comments to three (3) minutes per person and not more than ten (10) minutes per subject. The Brown Act regulations do not allow action to be taken on audience comments in which the subject is not listed on the agenda. 10.COUNCIL REPORTS 11.CITY MANAGER/CITY CLERK REPORTS 12.PUBLIC HEARINGS (6:15 PM) 13.UNFINISHED BUSINESS 13.a. Status Report of the Emergency Contract with West Coast Fire & Water for Fire Remediation Work at the Electric Utility Service Center at Hastings. Recommended Action: Receive a status report, and approve the continued work on the emergency contract with West Coast Fire & Water for Fire Remediation Work at the Electric Utility Service Center at Hastings. Attachments: 1.West Coast Fire Water - Hastings Fire Remediation Work - 2223-177 13.b. Receive Presentation and Approve an Update to the City-approved SB 743 Implementation Policy to Include Assessments of the Effects of Multimodal Networks; and Possibly Direct Staff to Draft an Ordinance Implementing the Updated Policy. Recommended Action: Receive presentation and approve an update to the City's approved SB 743 implementation policy to include assessments of the effects of multimodal networks; and direct Staff to prepare a draft ordinance to implement the updated policy. Attachments: 1.Ukiah SB-743 Methodology-10.3.22 GHD memo 2.Ukiah SB-743 Methodology updated 9.11.23 GHD memo 14.NEW BUSINESS 14.a. Discussion and Possible Action Regarding Cancellations of the Regular City Council Meetings of December 20, 2023 - Contingent Upon City Business; and January 3, 2024, with the Option for the Mayor and/or City Manager to Call for a Special Meeting on an Alternate Date if Time Sensitive Business Arises. Recommended Action: Approve the cancellation of the regular City Council meetings on December 20, 2023 - contingent upon City business; and January 3, 2024 , with the option for the Mayor and/or City Manager to call for a special meeting on an alternate date if time sensitive business arises. Attachments: None 14.b. Receive Updates on City Council Committee and Ad Hoc Assignments, and, if Necessary, Consider Modifications to Assignments and/or the Creation/Elimination of Ad Hoc(s). Recommended Action: Receive report(s). The Council will consider modifications to committee and ad hoc assignments along with the creation/elimination ad hoc(s). Attachments: 1.City Council Special Assignments rev 8-4-23 15.CLOSED SESSION - CLOSED SESSION MAY BE HELD AT ANY TIME DURING THE MEETING 15.a. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(2)) Page 3 of 457 Significant exposure to litigation pursuant to paragraph (2) of subdivision (d) of Section 54956.9: (1 case) 15.b. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(4)) Initiation of litigation (1 case) 15.c. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9(d)(1) Name of case: Roofing & Solar Construction, Inc. v. City of Ukiah et al., Mendocino County Superior Court Case No. 22CV00048 15.d. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9(d)(1)) Name of case: Vichy Springs Resort v. City of Ukiah, Et Al; Case No. SCUK-CVPT-2018-70200 15.e. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9(d)(1)) Name of case: Russian River Keepers et al. v. City of Ukiah, Case No. SCUK-CVPT-20-74612 15.f. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9) Name of case: Ukiah v. Questex, Mendocino County Superior Court Case No. 15-66036 15.g. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9) Name of case: Jane Doe v. City of Ukiah et al., U.S.D.C. (Eureka Division) Case No. 123-cv- 009808. 15.h. Conference with Real Property Negotiators (Cal. Gov't Code Section 54956.8) Property: APN Nos: 003-190-11 Negotiator: Sage Sangiacomo, City Manager Negotiating Parties: Dave Hull Under Negotiation: Price & Terms of Payment 15.i. Public Employee Performance Evaluation (Government Code Section 54956 Title: City Manager 15.j. Conference with Labor Negotiator (54957.6) Agency Representative: Sage Sangiacomo, City Manager Employee Organizations: All Bargaining Units 16. ADJOURNMENT Please be advised that the City needs to be notified 72 hours in advance of a meeting if any specific accommodations or interpreter services are needed in order for you to attend. The City complies with ADA requirements and will attempt to reasonably accommodate individuals with disabilities upon request. Materials related to an item on this Agenda submitted to the City Council after distribution of the agenda packet are available for public inspection at the front counter at the Ukiah Civic Center, 300 Seminary Avenue, Ukiah, CA 95482, during normal business hours, Monday through Friday, 8:00 am to 5:00 pm. Any handouts or presentation materials from the public must be submitted to the clerk 48 hours in advance of the meeting; for handouts, please include 10 copies. I hereby certify under penalty of perjury under the laws of the State of California that the foregoing agenda was posted on the bulletin board at the main entrance of the City of Ukiah City Hall, located at 300 Seminary Avenue, Ukiah, California, not less than 72 hours prior to the meeting set forth on this agenda. Page 4 of 4 Kristine Lawler, CMC Dated: 10/27/23 Page 4 of 457 AGENDA ITEM 6a Page 1 of 1 CITY OF UKIAH CITY COUNCIL MINUTES Special Meeting Virtual Meeting Link: https://us06web.zoom.us/j/97199426600 Ukiah, CA 95482 October 17, 2023 3:30 p.m. 1. ROLL CALL AND PLEDGE OF ALLEGIANCE Ukiah City Council met at a Special Meeting on October 17, 2023, having been legally noticed on October 13, 2023. The meeting was held in person and virtually at the following link: https://us06web.zoom.us/j/97199426600. Mayor Rodin called the meeting to order at 3:32 p.m. Roll was taken with the following Councilmembers Present: Juan V. Orozco, Susan Sher, Douglas, F. Crane (arriving at 3:40 p.m.), Josefina Dueňas (arriving at 3:35 p.m.), and Mari Rodin. Staff Present: Sage Sangiacomo, City Manager; David Rapport, City Attorney; and Kristine Lawler, City Clerk. MAYOR RODIN PRESIDING. The Pledge of Allegiance was led by Mayor Rodin. 2. AUDIENCE COMMENTS ON NON-AGENDA ITEMS No public comment was received. THE CITY COUNCIL ADJOURNED TO CLOSED SESSION AT 3:33 P.M. 3. CLOSED SESSION a. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(4)) Initiation of litigation (1 case) No action reported; direction given to Staff. 4. ADJOURNMENT There being no further business, the meeting adjourned at 5:01 p.m. ________________________________ Kristine Lawler, City Clerk Page 5 of 457 AGENDA ITEM 6b Page 1 of 1 CITY OF UKIAH CITY COUNCIL MINUTES Special Meeting Virtual Meeting Link: https://us06web.zoom.us/j/97199426600 Ukiah, CA 95482 October 18, 2023 4:00 p.m. 1. ROLL CALL AND PLEDGE OF ALLEGIANCE Ukiah City Council met at a Special Meeting on October 18, 2023, having been legally noticed on October 16, 2023. The meeting was held in person and virtually at the following link: https://us06web.zoom.us/j/97199426600. Mayor Rodin called the meeting to order at 4:00 p.m. Roll was taken with the following Councilmembers Present: Juan V. Orozco, Susan Sher, Douglas, F. Crane (arriving at 4:03 p.m.), Josefina Dueňas, and Mari Rodin. Staff Present: Sage Sangiacomo, City Manager; and Kristine Lawler, City Clerk. MAYOR RODIN PRESIDING. The Pledge of Allegiance was led by Cindy Sauers, Electric Utility Director. 2. AUDIENCE COMMENTS ON NON-AGENDA ITEMS No public comment was received. 3. WORKSHOP a.Presentation from Northern California Power Agency on Power Supply Basics. Presenters: Cindy Sauers, Electric Utility Director and Randy Howard, NCPA General Manager. Public Comment: Crispin Hollinshead, Steve Scalmanini, Eileen Mitro, and Suzanne Pletcher. PowerPoint presentation was received. THE CITY COUNCIL ADJOURNED TO CLOSED SESSION AT 5:27 P.M. 4. CLOSED SESSION a.Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(4)) Initiation of litigation (1 case) b.Conference with Labor Negotiator (54957.6) Agency Representative: Sage Sangiacomo, City Manager Employee Organizations: All Bargaining Units No action reported. 5. ADJOURNMENT There being no further business, the meeting adjourned at 5:55 p.m. ________________________________ Kristine Lawler, City Clerk Page 6 of 457 AGENDA ITEM 6c Page 1 of 5 CITY OF UKIAH CITY COUNCIL MINUTES Regular Meeting CIVIC CENTER COUNCIL CHAMBERS 300 Seminary Avenue, Ukiah, CA 95482 Virtual Meeting Link: https://us06web.zoom.us/j/97199426600 Ukiah, CA 95482 October 18, 2023 6:00 p.m. 1. ROLL CALL Ukiah City Council met at a Regular Meeting on October 18, 2023, having been legally noticed on October 13, 2023. The meeting was held in person and virtually at the following link: https://us06web.zoom.us/j/97199426600. Mayor Rodin called the meeting to order at 6:03 p.m. Roll was taken with the following Councilmembers Present: Juan V. Orozco, Susan Sher, Douglas, F. Crane, Josefina Dueňas, and Mari Rodin. Staff Present: Sage Sangiacomo, City Manager; David Rapport, City Attorney; and Kristine Lawler, City Clerk. MAYOR RODIN PRESIDING. 2. PLEDGE OF ALLEGIANCE The Pledge of Allegiance was led by Mayor Rodin. 3. AB 2449 NOTIFICATIONS AND CONSIDERATIONS 4. PROCLAMATIONS/INTRODUCTIONS/PRESENTATIONS a. Proclamation Recognizing the Month of October as Domestic Violence Awareness Month in the City of Ukiah. Presenter: Vice Mayor Duenas. Proclamation was received by Jamie Pitman, Project Sanctuary Prevention Educator. 5. PETITIONS AND COMMUNICATIONS City Clerk, Kristine Lawler, stated that all communications had been distributed. 6. APPROVAL OF MINUTES a. Approval of the Minutes for the September 29, 2023, Special Meeting. b. Approval of the Minutes for the October 4, 2023, Regular Meeting. Motion/Second: Crane/Sher to approve Minutes of September 29, 2023, a special meeting; and October 4, 2023, a regular meeting; as submitted. Motion carried by the following roll call votes: AYES: Orozco, Sher, Crane, Dueňas, and Rodin. NOES: None. ABSENT: None. ABSTAIN: None. 7. RIGHT TO APPEAL DECISION 8. CONSENT CALENDAR a. Report of Disbursements for the Month of July 2023 - Finance. b. Report of Disbursements for the Month of August 2023 - Finance. Page 7 of 457 City Council Minutes for October 18, 2023, Continued: Page 2 of 5 c. Adoption of a Resolution (2023-34) Authorizing the City Manager to Execute Agreements with the California Department of Transportation for the City of Ukiah School Street Multimodal Transportation Study; and Approve Corresponding Budget Amendments that will Come into Effect when the Agreements Have Been Executed – Public Works. d. Approve Change Order #4 (2324-084-CO4) to Contract #2324-084 with ARB, Inc to Underground the Primary Electrical Conductor on Clay Street and Jones Street as Part of the Fire Mitigation Undergrounding Project – Electric Utility. e. Approval of a Budget Amendment in the Amount of $29,980 for Project Management and Inspection Services from Jankovsky Engineering Services for the Grace Hudson Museum Re-Roof Project – Community Services. Motion/Second: Crane/Duenas to approve Consent Calendar Items 8a-8e, as submitted. Motion carried by the following roll call votes: AYES: Orozco, Sher, Crane, Dueňas, and Rodin. NOES: None. ABSENT: None. ABSTAIN: None. 9. AUDIENCE COMMENTS ON NON-AGENDA ITEMS No public comments were received. 10. COUNCIL REPORTS Presenters: Councilmember Orozco and Vice Mayor Duenas. 11. CITY MANAGER/CITY CLERK REPORTS Presenters: Construction Update – Jason Benson, Senior Civil Engineer. Possible Meeting Cancellations – Sage Sangiacomo 12. PUBLIC HEARINGS (6:15 PM) a. Appeal of the Planning Commission Decision to Approve a Major Site Development Permit to Demolish an Existing ±2,857 Sq. Ft. Car Wash Facility and Construct a New Automated ±2,433 Sq. Ft. Car Wash Facility at 162 Talmage Road, APNs 003-140-49; 003-140-05; File No. MaSDP 22-7956. Presenter: Craig Schlatter, Community Development Director. PUBLIC HEARING OPENED AT 6:31 P.M. Public Comment: John (surname inaudible) and Gregory Andronaco. PUBLIC HEARING CLOSED AT 6:34 P.M. Motion/Second: Orozco/Sher to refer the revised project layout (proposed carwash structure entirely within Airport Compatibility Zone 2) to the Planning Commission for reconsideration and possible approval. Motion carried by the following roll call votes: AYES: Orozco, Sher, Crane, Dueňas, and Rodin. NOES: None. ABSENT: None. ABSTAIN: None. 13. UNFINISHED BUSINESS a. Status Report of the Emergency Contract with West Coast Fire & Water for Fire Remediation Work at the Electric Utility Service Center at Hastings. Presenter: Cindy Sauers, Electric Utility Director. Page 8 of 457 City Council Minutes for October 18, 2023, Continued: Page 3 of 5 Motion/Second: Crane/Orozco to approve the continued work on the emergency contract (2223- 177) with West Coast Fire & Water for Fire Remediation Work at the Electric Utility Service Center at Hastings. Motion carried by the following roll call votes: AYES: Orozco, Sher, Crane, Dueňas, and Rodin. NOES: None. ABSENT: None. ABSTAIN: None. b. Update Regarding the Condition of the Palace Hotel (272 North State Street) and Provide Direction and/or Take Any Action Deemed Necessary. Presenter: Sage Sangiacomo, City Manager. Council Consensus to continue this item to a special meeting to be held in the near future. c. Adoption of an Ordinance Amending Various Sections of Ukiah City Code to Update the City’s Existing Objective Design and Development Standards for New Multi-Family Residential Construction. Presenters: Mayor Rodin, Sage Sangiacomo, City Manager, and Darcy Vaughn, Assistant City Attorney. Motion/Second: Sher/Orozco to adopt an Ordinance amending various sections of Ukiah City Code to update the City’s existing Objective Design and Development Standards for new multi-family residential construction. Motion carried by the following roll call votes: AYES: Orozco, Sher, Crane, Dueňas, and Rodin. NOES: None. ABSENT: None. ABSTAIN: None. ORDINANCE NO. 1234 ORDINANCE OF THE CITY COUNCIL OF THE CITY OF UKIAH AMENDING VARIOUS SECTIONS OF THE UKIAH CITY CODE THAT WOULD MAKE MINOR MODIFICATIONS TO DIVISION 9, CHAPTER 2, ARTICLE 5.2, SECTIONS 9055 - 9055.2 (OBJECTIVE DESIGN & DEVELOPMENT STANDARDS) TO INCORPORATE GENERAL PLAN OBJECTIVES, CLARIFY EXISTING REGULATIONS, AND ALLOW FOR LIMITED EXCEPTIONS, AS NECESSITATED BY SITE OR BUILDING CONSTRAINTS RECESS: 6:44 – 6: 50 P.M. 14. NEW BUSINESS a. Receive a Status Update on the Potter Valley Hydroelectric Project and IWPC's Efforts to Advance a Regional Solution for Preserving Flows and Fisheries; and Consideration and Possible Approval and Authorization for the Mayor to Sign a Letter of Support for the New Eel-Russion Facility Proposal. Presenter: Sean White, Water Resources Director. Motion/Second: Crane/Orozco to approve and authorize the Mayor to sign a Letter of Support for the New Eel-Russian Facility Proposal. Motion carried by the following roll call votes: AYES: Orozco, Sher, Crane, Dueňas, and Rodin. NOES: None. ABSENT: None. ABSTAIN: None. b. Discussion and Possible Action Regarding the Drafting of a Letter to the United States Postal Service to Address Landscaping Issues at their South Orchard Avenue Branch. Presenters: Mayor Rodin and Craig Schlatter, Community Development Director. Page 9 of 457 City Council Minutes for October 18, 2023, Continued: Page 4 of 5 Motion/Second: Crane/Sher to authorize the Mayor to work with Staff to draft a letter to the USPS regarding landscaping issues at the South Orchard Avenue branch of the USPS. Motion carried by the following roll call votes: AYES: Orozco, Sher, Crane, Dueňas, and Rodin. NOES: None. ABSENT: None. ABSTAIN: None. c. Receive Updates on City Council Committee and Ad Hoc Assignments and, if Necessary, Consider Modifications to Assignments and/or the Creation/Elimination of Ad hoc(s). Presenters: Sage Sangiacomo, City Manager and Councilmember Sher. Council Consensus to direct Staff to send a request to MTA to present the Council with a status update regarding their transit center feasibility study. THE CITY COUNCIL ADJOURNED TO CLOSED SESSION AT 7:15 P.M. 15. CLOSED SESSION a. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(2)) Significant exposure to litigation pursuant to paragraph (2) of subdivision (d) of Section 54956.9: (1 case) b. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(4)) Initiation of litigation (1 case) c. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9(d)(1) Name of case: Roofing & Solar Construction, Inc. v. City of Ukiah et al., Mendocino County Superior Court Case No. 22CV00048 d. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9(d)(1)) Name of case: Vichy Springs Resort v. City of Ukiah, Et Al; Case No. SCUK-CVPT-2018-70200 e. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9(d)(1)) Name of case: Russian River Keepers et al. v. City of Ukiah, Case No. SCUK-CVPT-20-74612 f. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9) Name of case: Ukiah v. Questex, Mendocino County Superior Court Case No. 15-66036 g. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9) Name of case: Jane Doe v. City of Ukiah et al., U.S.D.C. (Eureka Division) Case No. 123-cv- 009808. h. Conference with Real Property Negotiators (Cal. Gov't Code Section 54956.8) Property: APN Nos: 003-190-11 Negotiator: Sage Sangiacomo, City Manager Negotiating Parties: Dave Hull Under Negotiation: Price & Terms of Payment Page 10 of 457 City Council Minutes for October 18, 2023, Continued: Page 5 of 5 i. Public Employee Performance Evaluation (Government Code Section 54956 Title: City Manager j. Conference with Labor Negotiator (54957.6) Agency Representative: Sage Sangiacomo, City Manager Employee Organizations: All Bargaining Units No action reported; direction provided to Staff. 16. ADJOURNMENT There being no further business, the meeting adjourned at 7:50 p.m. ________________________________ Kristine Lawler, CMC Page 11 of 457 Page 1 of 1 Agenda Item No: 8.a. MEETING DATE/TIME: 11/1/2023 ITEM NO: 2023-3120 AGENDA SUMMARY REPORT SUBJECT: Consideration of Adoption of Resolution Approving Records Destruction for the Police Department. DEPARTMENT: City Clerk PREPARED BY: Kristine Lawler, City Clerk PRESENTER: Kristine Lawler, City Clerk ATTACHMENTS: 1. Resolution Summary: The Police Department, along with the City Attorney's Office and Police Communications/Records Manager, have reviewed records that have been identified as being ready for destruction. Council is being asked to approve their destruction. Background: City of Ukiah's Records Retention Guidelines was constructed based on the State of California's recommended retention schedule and various government regulations, as well as recommendations from City departments. The Police Department, along with the City Attorney's Office and Police Communications/Records Manager, have reviewed the Transfer Notice for 16 boxes that are due for destruction per the Guidelines, and have approved them for shredding. Discussion: The estimated cost for shredding the 16 boxes is $130. The City Clerk budget includes funds for annual records destruction and no budget amendment is necessary at this time. Staff recommends that Council adopt the resolution (Attachment 1), authorizing the destruction of 16 boxes of outdated documents, listed attached as Exhibit A to the resolution. Recommended Action: Adopt resolution authorizing the destruction of outdated documents for the Police Department. BUDGET AMENDMENT REQUIRED: No CURRENT BUDGET AMOUNT: $1,000 PROPOSED BUDGET AMOUNT: $545 FINANCING SOURCE: 20012500.52100 - City Clerk Contracted Services PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A COORDINATED WITH: Tracey Porter, Communications/Records Manager; Darcy Vaughn, Assistant City Attorney Page 12 of 457 RESOLUTION NO. 2023- RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH AUTHORIZING THE DESTRUCTION OF CERTAIN RECORDS WHEREAS, the Police department, along with the City Attorney’s Office and the Police Communications/Records Manager have reviewed and approved the list of records that are attached as Exhibit A, and determined that said records are no longer necessary and may at this time be destroyed. NOW, THEREFORE, BE IT RESOLVED that the Ukiah City Council hereby approves the destruction of certain records, contained in Exhibit A of this Resolution, and authorizes the City Clerk to destroy the records. PASSED AND ADOPTED this 1st day of November, 2023, by the following roll call vote: AYES: NOES: ABSTAIN: ABSENT: ____________________________ Mari Rodin, Mayor ATTEST: ______________________________ Kristine Lawler, City Clerk ATTACHMENT 1 Page 13 of 457 EXHIBIT A Page 14 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 1 Police Report 14-0001 Jan-14 Jan-22 Police UPD 1 Police Report 14-0002 Jan-14 Jan-22 Police UPD 1 Police Report 14-0003 Jan-14 Jan-22 Police UPD 1 Police Report 14-0004 Jan-14 Jan-22 Police UPD 1 Police Report 14-0005 Jan-14 Jan-22 Police UPD 1 Police Report 14-0006 Jan-14 Jan-22 Police UPD 1 Police Report 14-0007 Jan-14 Jan-22 Police UPD 1 Police Report 14-0008 Jan-14 Jan-22 Police UPD 1 Police Report 14-0009 Jan-14 Jan-22 Police UPD 1 Police Report 14-0010 Jan-14 Jan-22 Police UPD 1 Police Report 14-0011 Jan-14 Jan-22 Police UPD 1 Police Report 14-0012 Jan-14 Jan-22 Police UPD 1 Police Report 14-0014 Jan-14 Jan-22 Police UPD 1 Police Report 14-0015 Jan-14 Jan-22 Police UPD 1 Police Report 14-0016 Jan-14 Jan-22 Police UPD 1 Police Report 14-0017 Jan-14 Jan-22 Police UPD 1 Police Report 14-0018 Jan-14 Jan-22 Police UPD 1 Police Report 14-0019 Jan-14 Jan-22 Police UPD 1 Police Report 14-0020 Jan-14 Jan-22 Police UPD 1 Police Report 14-0021 Jan-14 Jan-22 Police UPD 1 Police Report 14-0022 Jan-14 Jan-22 Police UPD 1 Police Report 14-0023 Jan-14 Jan-22 Police UPD 1 Police Report 14-0025 Jan-14 Jan-22 Police UPD 1 Police Report 14-0026 Jan-14 Jan-22 Police UPD 1 Police Report 14-0028 Jan-14 Jan-22 Police UPD 1 Police Report 14-0029 Jan-14 Jan-22 Police UPD 1 Police Report 14-0030 Jan-14 Jan-22 Police UPD 1 Police Report 14-0031 Jan-14 Jan-22 Police UPD 1 Police Report 14-0032 Jan-14 Jan-22 Police UPD 1 Police Report 14-0033 Jan-14 Jan-22 Police UPD 1 Police Report 14-0034 Jan-14 Jan-22 Police UPD 1 Police Report 14-0035 Jan-14 Jan-22 Police UPD 1 Police Report 14-0036 Jan-14 Jan-22 Police UPD 1 Police Report 14-0037 Jan-14 Jan-22 Police UPD 1 Police Report 14-0038 Jan-14 Jan-22 Police UPD 1 Police Report 14-0039 Jan-14 Jan-22 Police UPD 1 Police Report 14-0040 Jan-14 Jan-22 Police UPD 1 Police Report 14-0041 Jan-14 Jan-22 Police UPD 1 Police Report 14-0042 Jan-14 Jan-22 Police UPD 1 Police Report 14-0043 Jan-14 Jan-22 Police UPD 1 Police Report 14-0044 Jan-14 Jan-22 Police UPD 1 Police Report 14-0046 Jan-14 Jan-22 Police UPD 1 Police Report 14-0047 Jan-14 Jan-22 Police UPD 1 Police Report 14-0048 Jan-14 Jan-22 Police UPD 1 Police Report 14-0049 Jan-14 Jan-22 Police UPD 1 Police Report 14-0050 Jan-14 Jan-22 Police UPD 1 Police Report 14-0051 Jan-14 Jan-22 Police UPD 1 Police Report 14-0052 Jan-14 Jan-22 Police UPD 1 Police Report 14-0053 Jan-14 Jan-22 Police UPD 1 Police Report 14-0054 Jan-14 Jan-22 Police UPD 1 Police Report 14-0055 Jan-14 Jan-22 Police UPD 1 Police Report 14-0057 Jan-14 Jan-22 Police UPD 1 Police Report 14-0058 Jan-14 Jan-22 Police UPD 1 Police Report 14-0059 Jan-14 Jan-22 Police UPD 1 Police Report 14-0060 Jan-14 Jan-22 Police UPD 1 Police Report 14-0061 Jan-14 Jan-22 Police UPD 1 Police Report 14-0062 Jan-14 Jan-22 Police UPD 1 Police Report 14-0063 Jan-14 Jan-22 Police UPD 1 Police Report 14-0065 Jan-14 Jan-22 Police UPD 1 Police Report 14-0066 Jan-14 Jan-22 Police UPD 1 Police Report 14-0067 Jan-14 Jan-22 Police UPD 1 Police Report 14-0068 Jan-14 Jan-22 Police UPD 1 Police Report 14-0069 Jan-14 Jan-22 Police UPD 1 Police Report 14-0071 Jan-14 Jan-22 Police 53 Page 15 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 1 Police Report 14-0072 Jan-14 Jan-22 Police UPD 1 Police Report 14-0073 Jan-14 Jan-22 Police UPD 1 Police Report 14-0075 Jan-14 Jan-22 Police UPD 1 Police Report 14-0076 Jan-14 Jan-22 Police UPD 1 Police Report 14-0078 Jan-14 Jan-22 Police UPD 1 Police Report 14-0079 Jan-14 Jan-22 Police UPD 1 Police Report 14-0080 Jan-14 Jan-22 Police UPD 1 Police Report 14-0081 Jan-14 Jan-22 Police UPD 1 Police Report 14-0083 Jan-14 Jan-22 Police UPD 1 Police Report 14-0084 Jan-14 Jan-22 Police UPD 1 Police Report 14-0085 Jan-14 Jan-22 Police UPD 1 Police Report 14-0086 Jan-14 Jan-22 Police UPD 1 Police Report 14-0087 Jan-14 Jan-22 Police UPD 1 Police Report 14-0088 Jan-14 Jan-22 Police UPD 1 Police Report 14-0089 Jan-14 Jan-22 Police UPD 1 Police Report 14-0090 Jan-14 Jan-22 Police UPD 1 Police Report 14-0092 Jan-14 Jan-22 Police UPD 1 Police Report 14-0093 Jan-14 Jan-22 Police UPD 1 Police Report 14-0094 Jan-14 Jan-22 Police UPD 1 Police Report 14-0095 Jan-14 Jan-22 Police UPD 1 Police Report 14-0096 Jan-14 Jan-22 Police UPD 1 Police Report 14-0097 Jan-14 Jan-22 Police UPD 1 Police Report 14-0098 Jan-14 Jan-22 Police UPD 1 Police Report 14-0099 Jan-14 Jan-22 Police UPD 1 Police Report 14-0100 Jan-14 Jan-22 Police UPD 1 Police Report 14-0101 Jan-14 Jan-22 Police UPD 1 Police Report 14-0102 Jan-14 Jan-22 Police UPD 1 Police Report 14-0103 Jan-14 Jan-22 Police UPD 1 Police Report 14-0104 Jan-14 Jan-22 Police UPD 1 Police Report 14-0105 Jan-14 Jan-22 Police UPD 1 Police Report 14-0106 Jan-14 Jan-22 Police UPD 1 Police Report 14-0107 Jan-14 Jan-22 Police UPD 1 Police Report 14-0108 Jan-14 Jan-22 Police UPD 1 Police Report 14-0109 Jan-14 Jan-22 Police UPD 1 Police Report 14-0110 Jan-14 Jan-22 Police UPD 1 Police Report 14-0116 Jan-14 Jan-22 Police UPD 1 Police Report 14-0118 Jan-14 Jan-22 Police UPD 1 Police Report 14-0119 Jan-14 Jan-22 Police UPD 1 Police Report 14-0121 Jan-14 Jan-22 Police UPD 1 Police Report 14-0122 Jan-14 Jan-22 Police UPD 1 Police Report 14-0124 Jan-14 Jan-22 Police UPD 1 Police Report 14-0125 Jan-14 Jan-22 Police UPD 1 Police Report 14-0126 Jan-14 Jan-22 Police UPD 1 Police Report 14-0127 Jan-14 Jan-22 Police UPD 1 Police Report 14-0128 Jan-14 Jan-22 Police UPD 1 Police Report 14-0129 Jan-14 Jan-22 Police UPD 1 Police Report 14-0131 Jan-14 Jan-22 Police UPD 1 Police Report 14-0132 Jan-14 Jan-22 Police UPD 1 Police Report 14-0133 Jan-14 Jan-22 Police UPD 1 Police Report 14-0134 Jan-14 Jan-22 Police UPD 1 Police Report 14-0135 Jan-14 Jan-22 Police UPD 1 Police Report 14-0136 Jan-14 Jan-22 Police UPD 1 Police Report 14-0137 Jan-14 Jan-22 Police UPD 1 Police Report 14-0138 Jan-14 Jan-22 Police UPD 1 Police Report 14-0142 Jan-14 Jan-22 Police UPD 1 Police Report 14-0143 Jan-14 Jan-22 Police UPD 1 Police Report 14-0144 Jan-14 Jan-22 Police UPD 1 Police Report 14-0145 Jan-14 Jan-22 Police UPD 1 Police Report 14-0146 Jan-14 Jan-22 Police UPD 1 Police Report 14-0147 Jan-14 Jan-22 Police UPD 1 Police Report 14-0148 Jan-14 Jan-22 Police UPD 1 Police Report 14-0149 Jan-14 Jan-22 Police UPD 1 Police Report 14-0150 Jan-14 Jan-22 Police UPD 1 Police Report 14-0151 Jan-14 Jan-22 Police 53 Page 16 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 1 Police Report 14-0152 Jan-14 Jan-22 Police UPD 1 Police Report 14-0153 Jan-14 Jan-22 Police UPD 1 Police Report 14-0154 Jan-14 Jan-22 Police UPD 1 Police Report 14-0155 Jan-14 Jan-22 Police UPD 1 Police Report 14-0156 Jan-14 Jan-22 Police UPD 1 Police Report 14-0158 Jan-14 Jan-22 Police UPD 1 Police Report 14-0159 Jan-14 Jan-22 Police UPD 1 Police Report 14-0160 Jan-14 Jan-22 Police UPD 1 Police Report 14-0161 Jan-14 Jan-22 Police UPD 1 Police Report 14-0162 Jan-14 Jan-22 Police UPD 1 Police Report 14-0163 Jan-14 Jan-22 Police UPD 1 Police Report 14-0166 Jan-14 Jan-22 Police UPD 1 Police Report 14-0168 Jan-14 Jan-22 Police UPD 1 Police Report 14-0169 Jan-14 Jan-22 Police UPD 1 Police Report 14-0170 Jan-14 Jan-22 Police UPD 1 Police Report 14-0171 Jan-14 Jan-22 Police UPD 1 Police Report 14-0172 Jan-14 Jan-22 Police UPD 1 Police Report 14-0173 Jan-14 Jan-22 Police UPD 1 Police Report 14-0174 Jan-14 Jan-22 Police UPD 1 Police Report 14-0175 Jan-14 Jan-22 Police UPD 1 Police Report 14-0176 Jan-14 Jan-22 Police UPD 1 Police Report 14-0177 Jan-14 Jan-22 Police UPD 1 Police Report 14-0178 Jan-14 Jan-22 Police UPD 1 Police Report 14-0179 Jan-14 Jan-22 Police UPD 1 Police Report 14-0180 Jan-14 Jan-22 Police UPD 1 Police Report 14-0181 Jan-14 Jan-22 Police UPD 1 Police Report 14-0182 Jan-14 Jan-22 Police UPD 1 Police Report 14-0183 Jan-14 Jan-22 Police UPD 1 Police Report 14-0184 Jan-14 Jan-22 Police UPD 1 Police Report 14-0185 Jan-14 Jan-22 Police UPD 1 Police Report 14-0186 Jan-14 Jan-22 Police UPD 1 Police Report 14-0187 Jan-14 Jan-22 Police UPD 1 Police Report 14-0189 Jan-14 Jan-22 Police UPD 1 Police Report 14-0190 Jan-14 Jan-22 Police UPD 1 Police Report 14-0194 Jan-14 Jan-22 Police UPD 1 Police Report 14-0196 Jan-14 Jan-22 Police UPD 1 Police Report 14-0197 Jan-14 Jan-22 Police UPD 1 Police Report 14-0198 Jan-14 Jan-22 Police UPD 1 Police Report 14-0199 Jan-14 Jan-22 Police UPD 1 Police Report 14-0200 Jan-14 Jan-22 Police UPD 1 Police Report 14-0201 Jan-14 Jan-22 Police UPD 1 Police Report 14-0202 Jan-14 Jan-22 Police UPD 1 Police Report 14-0203 Jan-14 Jan-22 Police UPD 1 Police Report 14-0204 Jan-14 Jan-22 Police UPD 1 Police Report 14-0205 Jan-14 Jan-22 Police UPD 1 Police Report 14-0206 Jan-14 Jan-22 Police UPD 1 Police Report 14-0207 Jan-14 Jan-22 Police UPD 1 Police Report 14-0208 Jan-14 Jan-22 Police UPD 1 Police Report 14-0211 Jan-14 Jan-22 Police UPD 1 Police Report 14-0212 Jan-14 Jan-22 Police UPD 1 Police Report 14-0213 Jan-14 Jan-22 Police UPD 1 Police Report 14-0214 Jan-14 Jan-22 Police UPD 1 Police Report 14-0215 Jan-14 Jan-22 Police UPD 1 Police Report 14-0216 Jan-14 Jan-22 Police UPD 1 Police Report 14-0217 Jan-14 Jan-22 Police UPD 1 Police Report 14-0218 Jan-14 Jan-22 Police UPD 1 Police Report 14-0220 Jan-14 Jan-22 Police UPD 1 Police Report 14-0221 Jan-14 Jan-22 Police UPD 1 Police Report 14-0222 Jan-14 Jan-22 Police UPD 1 Police Report 14-0223 Jan-14 Jan-22 Police UPD 1 Police Report 14-0224 Jan-14 Jan-22 Police UPD 1 Police Report 14-0225 Jan-14 Jan-22 Police UPD 1 Police Report 14-0226 Jan-14 Jan-22 Police UPD 1 Police Report 14-0227 Jan-14 Jan-22 Police 53 Page 17 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 1 Police Report 14-0228 Jan-14 Jan-22 Police UPD 1 Police Report 14-0230 Jan-14 Jan-22 Police UPD 1 Police Report 14-0231 Jan-14 Jan-22 Police UPD 1 Police Report 14-0232 Jan-14 Jan-22 Police UPD 1 Police Report 14-0233 Jan-14 Jan-22 Police UPD 1 Police Report 14-0234 Jan-14 Jan-22 Police UPD 1 Police Report 14-0235 Jan-14 Jan-22 Police UPD 1 Police Report 14-0236 Jan-14 Jan-22 Police UPD 1 Police Report 14-0237 Jan-14 Jan-22 Police UPD 1 Police Report 14-0238 Jan-14 Jan-22 Police UPD 1 Police Report 14-0239 Jan-14 Jan-22 Police UPD 1 Police Report 14-0240 Jan-14 Jan-22 Police UPD 1 Police Report 14-0241 Jan-14 Jan-22 Police UPD 1 Police Report 14-0242 Jan-14 Jan-22 Police UPD 1 Police Report 14-0243 Jan-14 Jan-22 Police UPD 1 Police Report 14-0244 Jan-14 Jan-22 Police UPD 1 Police Report 14-0245 Jan-14 Jan-22 Police UPD 1 Police Report 14-0246 Jan-14 Jan-22 Police UPD 1 Police Report 14-0248 Jan-14 Jan-22 Police UPD 1 Police Report 14-0249 Jan-14 Jan-22 Police UPD 1 Police Report 14-0250 Jan-14 Jan-22 Police UPD 2 Police Report 14-0252 Jan-14 Jan-22 Police UPD 2 Police Report 14-0253 Jan-14 Jan-22 Police UPD 2 Police Report 14-0254 Jan-14 Jan-22 Police UPD 2 Police Report 14-0256 Jan-14 Jan-22 Police UPD 2 Police Report 14-0257 Jan-14 Jan-22 Police UPD 2 Police Report 14-0258 Jan-14 Jan-22 Police UPD 2 Police Report 14-0259 Jan-14 Jan-22 Police UPD 2 Police Report 14-0260 Jan-14 Jan-22 Police UPD 2 Police Report 14-0261 Jan-14 Jan-22 Police UPD 2 Police Report 14-0262 Jan-14 Jan-22 Police UPD 2 Police Report 14-0263 Jan-14 Jan-22 Police UPD 2 Police Report 14-0264 Jan-14 Jan-22 Police UPD 2 Police Report 14-0265 Jan-14 Jan-22 Police UPD 2 Police Report 14-0266 Jan-14 Jan-22 Police UPD 2 Police Report 14-0267 Jan-14 Jan-22 Police UPD 2 Police Report 14-0269 Jan-14 Jan-22 Police UPD 2 Police Report 14-0270 Jan-14 Jan-22 Police UPD 2 Police Report 14-0271 Jan-14 Jan-22 Police UPD 2 Police Report 14-0272 Jan-14 Jan-22 Police UPD 2 Police Report 14-0273 Jan-14 Jan-22 Police UPD 2 Police Report 14-0274 Jan-14 Jan-22 Police UPD 2 Police Report 14-0275 Jan-14 Jan-22 Police UPD 2 Police Report 14-0276 Jan-14 Jan-22 Police UPD 2 Police Report 14-0277 Jan-14 Jan-22 Police UPD 2 Police Report 14-0278 Jan-14 Jan-22 Police UPD 2 Police Report 14-0279 Jan-14 Jan-22 Police UPD 2 Police Report 14-0280 Jan-14 Jan-22 Police UPD 2 Police Report 14-0281 Jan-14 Jan-22 Police UPD 2 Police Report 14-0282 Jan-14 Jan-22 Police UPD 2 Police Report 14-0283 Jan-14 Jan-22 Police UPD 2 Police Report 14-0284 Jan-14 Jan-22 Police UPD 2 Police Report 14-0285 Jan-14 Jan-22 Police UPD 2 Police Report 14-0286 Jan-14 Jan-22 Police UPD 2 Police Report 14-0287 Jan-14 Jan-22 Police UPD 2 Police Report 14-0290 Jan-14 Jan-22 Police UPD 2 Police Report 14-0292 Jan-14 Jan-22 Police UPD 2 Police Report 14-0293 Jan-14 Jan-22 Police UPD 2 Police Report 14-0294 Jan-14 Jan-22 Police UPD 2 Police Report 14-0295 Jan-14 Jan-22 Police UPD 2 Police Report 14-0296 Jan-14 Jan-22 Police UPD 2 Police Report 14-0298 Jan-14 Jan-22 Police UPD 2 Police Report 14-0299 Jan-14 Jan-22 Police UPD 2 Police Report 14-0300 Jan-14 Jan-22 Police 53 Page 18 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 2 Police Report 14-0302 Jan-14 Jan-22 Police UPD 2 Police Report 14-0303 Jan-14 Jan-22 Police UPD 2 Police Report 14-0304 Jan-14 Jan-22 Police UPD 2 Police Report 14-0305 Jan-14 Jan-22 Police UPD 2 Police Report 14-0306 Jan-14 Jan-22 Police UPD 2 Police Report 14-0307 Jan-14 Jan-22 Police UPD 2 Police Report 14-0309 Feb-14 Feb-22 Police UPD 2 Police Report 14-0310 Feb-14 Feb-22 Police UPD 2 Police Report 14-0311 Feb-14 Feb-22 Police UPD 2 Police Report 14-0312 Feb-14 Feb-22 Police UPD 2 Police Report 14-0313 Feb-14 Feb-22 Police UPD 2 Police Report 14-0314 Feb-14 Feb-22 Police UPD 2 Police Report 14-0315 Feb-14 Feb-22 Police UPD 2 Police Report 14-0316 Feb-14 Feb-22 Police UPD 2 Police Report 14-0317 Feb-14 Feb-22 Police UPD 2 Police Report 14-0318 Feb-14 Feb-22 Police UPD 2 Police Report 14-0319 Feb-14 Feb-22 Police UPD 2 Police Report 14-0320 Feb-14 Feb-22 Police UPD 2 Police Report 14-0321 Feb-14 Feb-22 Police UPD 2 Police Report 14-0322 Feb-14 Feb-22 Police UPD 2 Police Report 14-0323 Feb-14 Feb-22 Police UPD 2 Police Report 14-0324 Feb-14 Feb-22 Police UPD 2 Police Report 14-0325 Feb-14 Feb-22 Police UPD 2 Police Report 14-0326 Feb-14 Feb-22 Police UPD 2 Police Report 14-0327 Feb-14 Feb-22 Police UPD 2 Police Report 14-0329 Feb-14 Feb-22 Police UPD 2 Police Report 14-0330 Feb-14 Feb-22 Police UPD 2 Police Report 14-0331 Feb-14 Feb-22 Police UPD 2 Police Report 14-0332 Feb-14 Feb-22 Police UPD 2 Police Report 14-0333 Feb-14 Feb-22 Police UPD 2 Police Report 14-0343 Feb-14 Feb-22 Police UPD 2 Police Report 14-0345 Feb-14 Feb-22 Police UPD 2 Police Report 14-0346 Feb-14 Feb-22 Police UPD 2 Police Report 14-0347 Feb-14 Feb-22 Police UPD 2 Police Report 14-0348 Feb-14 Feb-22 Police UPD 2 Police Report 14-0349 Feb-14 Feb-22 Police UPD 2 Police Report 14-0351 Feb-14 Feb-22 Police UPD 2 Police Report 14-0352 Feb-14 Feb-22 Police UPD 2 Police Report 14-0353 Feb-14 Feb-22 Police UPD 2 Police Report 14-0354 Feb-14 Feb-22 Police UPD 2 Police Report 14-0355 Feb-14 Feb-22 Police UPD 2 Police Report 14-0356 Feb-14 Feb-22 Police UPD 2 Police Report 14-0357 Feb-14 Feb-22 Police UPD 2 Police Report 14-0359 Feb-14 Feb-22 Police UPD 2 Police Report 14-0360 Feb-14 Feb-22 Police UPD 2 Police Report 14-0361 Feb-14 Feb-22 Police UPD 2 Police Report 14-0362 Feb-14 Feb-22 Police UPD 2 Police Report 14-0363 Feb-14 Feb-22 Police UPD 2 Police Report 14-0364 Feb-14 Feb-22 Police UPD 2 Police Report 14-0365 Feb-14 Feb-22 Police UPD 2 Police Report 14-0366 Feb-14 Feb-22 Police UPD 2 Police Report 14-0370 Feb-14 Feb-22 Police UPD 2 Police Report 14-0371 Feb-14 Feb-22 Police UPD 2 Police Report 14-0372 Feb-14 Feb-22 Police UPD 2 Police Report 14-0373 Feb-14 Feb-22 Police UPD 2 Police Report 14-0374 Feb-14 Feb-22 Police UPD 2 Police Report 14-0375 Feb-14 Feb-22 Police UPD 2 Police Report 14-0376 Feb-14 Feb-22 Police UPD 2 Police Report 14-0377 Feb-14 Feb-22 Police UPD 2 Police Report 14-0378 Feb-14 Feb-22 Police UPD 2 Police Report 14-0379 Feb-14 Feb-22 Police UPD 2 Police Report 14-0380 Feb-14 Feb-22 Police UPD 2 Police Report 14-0381 Feb-14 Feb-22 Police UPD 2 Police Report 14-0382 Feb-14 Feb-22 Police 53 Page 19 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 2 Police Report 14-0383 Feb-14 Feb-22 Police UPD 2 Police Report 14-0384 Feb-14 Feb-22 Police UPD 2 Police Report 14-0385 Feb-14 Feb-22 Police UPD 2 Police Report 14-0386 Feb-14 Feb-22 Police UPD 2 Police Report 14-0387 Feb-14 Feb-22 Police UPD 2 Police Report 14-0388 Feb-14 Feb-22 Police UPD 2 Police Report 14-0389 Feb-14 Feb-22 Police UPD 2 Police Report 14-0390 Feb-14 Feb-22 Police UPD 2 Police Report 14-0391 Feb-14 Feb-22 Police UPD 2 Police Report 14-0392 Feb-14 Feb-22 Police UPD 2 Police Report 14-0393 Feb-14 Feb-22 Police UPD 2 Police Report 14-0394 Feb-14 Feb-22 Police UPD 2 Police Report 14-0395 Feb-14 Feb-22 Police UPD 2 Police Report 14-0396 Feb-14 Feb-22 Police UPD 2 Police Report 14-0397 Feb-14 Feb-22 Police UPD 2 Police Report 14-0398 Feb-14 Feb-22 Police UPD 2 Police Report 14-0399 Feb-14 Feb-22 Police UPD 2 Police Report 14-0400 Feb-14 Feb-22 Police UPD 2 Police Report 14-0401 Feb-14 Feb-22 Police UPD 2 Police Report 14-0403 Feb-14 Feb-22 Police UPD 2 Police Report 14-0404 Feb-14 Feb-22 Police UPD 2 Police Report 14-0405 Feb-14 Feb-22 Police UPD 2 Police Report 14-0406 Feb-14 Feb-22 Police UPD 2 Police Report 14-0408 Feb-14 Feb-22 Police UPD 2 Police Report 14-0409 Feb-14 Feb-22 Police UPD 2 Police Report 14-0410 Feb-14 Feb-22 Police UPD 2 Police Report 14-0411 Feb-14 Feb-22 Police UPD 2 Police Report 14-0412 Feb-14 Feb-22 Police UPD 2 Police Report 14-0413 Feb-14 Feb-22 Police UPD 2 Police Report 14-0414 Feb-14 Feb-22 Police UPD 2 Police Report 14-0415 Feb-14 Feb-22 Police UPD 2 Police Report 14-0416 Feb-14 Feb-22 Police UPD 2 Police Report 14-0417 Feb-14 Feb-22 Police UPD 2 Police Report 14-0419 Feb-14 Feb-22 Police UPD 2 Police Report 14-0420 Feb-14 Feb-22 Police UPD 2 Police Report 14-0421 Feb-14 Feb-22 Police UPD 2 Police Report 14-0422 Feb-14 Feb-22 Police UPD 2 Police Report 14-0423 Feb-14 Feb-22 Police UPD 2 Police Report 14-0424 Feb-14 Feb-22 Police UPD 2 Police Report 14-0425 Feb-14 Feb-22 Police UPD 2 Police Report 14-0427 Feb-14 Feb-22 Police UPD 2 Police Report 14-0429 Feb-14 Feb-22 Police UPD 2 Police Report 14-0430 Feb-14 Feb-22 Police UPD 2 Police Report 14-0431 Feb-14 Feb-22 Police UPD 2 Police Report 14-0432 Feb-14 Feb-22 Police UPD 2 Police Report 14-0433 Feb-14 Feb-22 Police UPD 2 Police Report 14-0434 Feb-14 Feb-22 Police UPD 2 Police Report 14-0436 Feb-14 Feb-22 Police UPD 2 Police Report 14-0437 Feb-14 Feb-22 Police UPD 2 Police Report 14-0438 Feb-14 Feb-22 Police UPD 2 Police Report 14-0439 Feb-14 Feb-22 Police UPD 2 Police Report 14-0440 Feb-14 Feb-22 Police UPD 2 Police Report 14-0441 Feb-14 Feb-22 Police UPD 2 Police Report 14-0442 Feb-14 Feb-22 Police UPD 2 Police Report 14-0443 Feb-14 Feb-22 Police UPD 2 Police Report 14-0444 Feb-14 Feb-22 Police UPD 2 Police Report 14-0445 Feb-14 Feb-22 Police UPD 2 Police Report 14-0449 Feb-14 Feb-22 Police UPD 2 Police Report 14-0452 Feb-14 Feb-22 Police UPD 2 Police Report 14-0453 Feb-14 Feb-22 Police UPD 2 Police Report 14-0454 Feb-14 Feb-22 Police UPD 2 Police Report 14-0455 Feb-14 Feb-22 Police UPD 2 Police Report 14-0456 Feb-14 Feb-22 Police UPD 2 Police Report 14-0458 Feb-14 Feb-22 Police 53 Page 20 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 2 Police Report 14-0459 Feb-14 Feb-22 Police UPD 2 Police Report 14-0460 Feb-14 Feb-22 Police UPD 2 Police Report 14-0461 Feb-14 Feb-22 Police UPD 2 Police Report 14-0463 Feb-14 Feb-22 Police UPD 2 Police Report 14-0466 Feb-14 Feb-22 Police UPD 2 Police Report 14-0467 Feb-14 Feb-22 Police UPD 2 Police Report 14-0468 Feb-14 Feb-22 Police UPD 2 Police Report 14-0469 Feb-14 Feb-22 Police UPD 2 Police Report 14-0470 Feb-14 Feb-22 Police UPD 2 Police Report 14-0472 Feb-14 Feb-22 Police UPD 2 Police Report 14-0473 Feb-14 Feb-22 Police UPD 2 Police Report 14-0474 Feb-14 Feb-22 Police UPD 2 Police Report 14-0475 Feb-14 Feb-22 Police UPD 2 Police Report 14-0476 Feb-14 Feb-22 Police UPD 2 Police Report 14-0477 Feb-14 Feb-22 Police UPD 2 Police Report 14-0478 Feb-14 Feb-22 Police UPD 2 Police Report 14-0479 Feb-14 Feb-22 Police UPD 2 Police Report 14-0480 Feb-14 Feb-22 Police UPD 2 Police Report 14-0481 Feb-14 Feb-22 Police UPD 2 Police Report 14-0482 Feb-14 Feb-22 Police UPD 2 Police Report 14-0483 Feb-14 Feb-22 Police UPD 2 Police Report 14-0484 Feb-14 Feb-22 Police UPD 2 Police Report 14-0485 Feb-14 Feb-22 Police UPD 2 Police Report 14-0486 Feb-14 Feb-22 Police UPD 2 Police Report 14-0487 Feb-14 Feb-22 Police UPD 2 Police Report 14-0488 Feb-14 Feb-22 Police UPD 2 Police Report 14-0490 Feb-14 Feb-22 Police UPD 2 Police Report 14-0491 Feb-14 Feb-22 Police UPD 2 Police Report 14-0492 Feb-14 Feb-22 Police UPD 2 Police Report 14-0493 Feb-14 Feb-22 Police UPD 2 Police Report 14-0494 Feb-14 Feb-22 Police UPD 2 Police Report 14-0495 Feb-14 Feb-22 Police UPD 2 Police Report 14-0496 Feb-14 Feb-22 Police UPD 2 Police Report 14-0497 Feb-14 Feb-22 Police UPD 2 Police Report 14-0498 Feb-14 Feb-22 Police UPD 2 Police Report 14-0499 Feb-14 Feb-22 Police UPD 2 Police Report 14-0500 Feb-14 Feb-22 Police UPD 2 Police Report 14-0501 Feb-14 Feb-22 Police UPD 2 Police Report 14-0502 Feb-14 Feb-22 Police UPD 2 Police Report 14-0503 Feb-14 Feb-22 Police UPD 2 Police Report 14-0504 Feb-14 Feb-22 Police UPD 2 Police Report 14-0505 Feb-14 Feb-22 Police UPD 2 Police Report 14-0506 Feb-14 Feb-22 Police UPD 2 Police Report 14-0508 Feb-14 Feb-22 Police UPD 2 Police Report 14-0509 Feb-14 Feb-22 Police UPD 2 Police Report 14-0513 Feb-14 Feb-22 Police UPD 2 Police Report 14-0514 Feb-14 Feb-22 Police UPD 2 Police Report 14-0515 Feb-14 Feb-22 Police UPD 2 Police Report 14-0516 Feb-14 Feb-22 Police UPD 2 Police Report 14-0517 Feb-14 Feb-22 Police UPD 2 Police Report 14-0518 Feb-14 Feb-22 Police UPD 2 Police Report 14-0519 Feb-14 Feb-22 Police UPD 2 Police Report 14-0520 Feb-14 Feb-22 Police UPD 2 Police Report 14-0521 Feb-14 Feb-22 Police UPD 2 Police Report 14-0522 Feb-14 Feb-22 Police UPD 2 Police Report 14-0523 Feb-14 Feb-22 Police UPD 2 Police Report 14-0525 Feb-14 Feb-22 Police UPD 3 Police Report 14-0526 Feb-14 Feb-22 Police UPD 3 Police Report 14-0527 Feb-14 Feb-22 Police UPD 3 Police Report 14-0528 Feb-14 Feb-22 Police UPD 3 Police Report 14-0529 Feb-14 Feb-22 Police UPD 3 Police Report 14-0530 Feb-14 Feb-22 Police UPD 3 Police Report 14-0531 Feb-14 Feb-22 Police UPD 3 Police Report 14-0532 Feb-14 Feb-22 Police 53 Page 21 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 3 Police Report 14-0533 Feb-14 Feb-22 Police UPD 3 Police Report 14-0534 Feb-14 Feb-22 Police UPD 3 Police Report 14-0535 Feb-14 Feb-22 Police UPD 3 Police Report 14-0536 Feb-14 Feb-22 Police UPD 3 Police Report 14-0537 Feb-14 Feb-22 Police UPD 3 Police Report 14-0539 Feb-14 Feb-22 Police UPD 3 Police Report 14-0540 Feb-14 Feb-22 Police UPD 3 Police Report 14-0541 Feb-14 Feb-22 Police UPD 3 Police Report 14-0542 Feb-14 Feb-22 Police UPD 3 Police Report 14-0543 Feb-14 Feb-22 Police UPD 3 Police Report 14-0544 Feb-14 Feb-22 Police UPD 3 Police Report 14-0545 Feb-14 Feb-22 Police UPD 3 Police Report 14-0547 Feb-14 Feb-22 Police UPD 3 Police Report 14-0548 Feb-14 Feb-22 Police UPD 3 Police Report 14-0549 Feb-14 Feb-22 Police UPD 3 Police Report 14-0550 Feb-14 Feb-22 Police UPD 3 Police Report 14-0551 Feb-14 Feb-22 Police UPD 3 Police Report 14-0552 Feb-14 Feb-22 Police UPD 3 Police Report 14-0553 Feb-14 Feb-22 Police UPD 3 Police Report 14-0554 Feb-14 Feb-22 Police UPD 3 Police Report 14-0555 Feb-14 Feb-22 Police UPD 3 Police Report 14-0556 Feb-14 Feb-22 Police UPD 3 Police Report 14-0557 Feb-14 Feb-22 Police UPD 3 Police Report 14-0558 Feb-14 Feb-22 Police UPD 3 Police Report 14-0559 Feb-14 Feb-22 Police UPD 3 Police Report 14-0560 Feb-14 Feb-22 Police UPD 3 Police Report 14-0561 Feb-14 Feb-22 Police UPD 3 Police Report 14-0562 Feb-14 Feb-22 Police UPD 3 Police Report 14-0563 Feb-14 Feb-22 Police UPD 3 Police Report 14-0564 Feb-14 Feb-22 Police UPD 3 Police Report 14-0565 Feb-14 Feb-22 Police UPD 3 Police Report 14-0566 Feb-14 Feb-22 Police UPD 3 Police Report 14-0567 Feb-14 Feb-22 Police UPD 3 Police Report 14-0568 Feb-14 Feb-22 Police UPD 3 Police Report 14-0569 Feb-14 Feb-22 Police UPD 3 Police Report 14-0570 Feb-14 Feb-22 Police UPD 3 Police Report 14-0571 Feb-14 Feb-22 Police UPD 3 Police Report 14-0572 Feb-14 Feb-22 Police UPD 3 Police Report 14-0573 Feb-14 Feb-22 Police UPD 3 Police Report 14-0574 Feb-14 Feb-22 Police UPD 3 Police Report 14-0575 Feb-14 Feb-22 Police UPD 3 Police Report 14-0576 Feb-14 Feb-22 Police UPD 3 Police Report 14-0577 Feb-14 Feb-22 Police UPD 3 Police Report 14-0578 Feb-14 Feb-22 Police UPD 3 Police Report 14-0579 Feb-14 Feb-22 Police UPD 3 Police Report 14-0580 Feb-14 Feb-22 Police UPD 3 Police Report 14-0581 Feb-14 Feb-22 Police UPD 3 Police Report 14-0582 Feb-14 Feb-22 Police UPD 3 Police Report 14-0583 Feb-14 Feb-22 Police UPD 3 Police Report 14-0584 Feb-14 Feb-22 Police UPD 3 Police Report 14-0585 Feb-14 Feb-22 Police UPD 3 Police Report 14-0586 Feb-14 Feb-22 Police UPD 3 Police Report 14-0587 Feb-14 Feb-22 Police UPD 3 Police Report 14-0589 Feb-14 Feb-22 Police UPD 3 Police Report 14-0590 Feb-14 Feb-22 Police UPD 3 Police Report 14-0591 Feb-14 Feb-22 Police UPD 3 Police Report 14-0594 Feb-14 Feb-22 Police UPD 3 Police Report 14-0595 Feb-14 Feb-22 Police UPD 3 Police Report 14-0596 Feb-14 Feb-22 Police UPD 3 Police Report 14-0597 Feb-14 Feb-22 Police UPD 3 Police Report 14-0598 Feb-14 Feb-22 Police UPD 3 Police Report 14-0600 Feb-14 Feb-22 Police UPD 3 Police Report 14-0601 Feb-14 Feb-22 Police UPD 3 Police Report 14-0602 Feb-14 Feb-22 Police 53 Page 22 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 3 Police Report 14-0603 Feb-14 Feb-22 Police UPD 3 Police Report 14-0605 Feb-14 Feb-22 Police UPD 3 Police Report 14-0606 Feb-14 Feb-22 Police UPD 3 Police Report 14-0607 Feb-14 Feb-22 Police UPD 3 Police Report 14-0608 Feb-14 Feb-22 Police UPD 3 Police Report 14-0609 Feb-14 Feb-22 Police UPD 3 Police Report 14-0610 Feb-14 Feb-22 Police UPD 3 Police Report 14-0612 Feb-14 Feb-22 Police UPD 3 Police Report 14-0614 Feb-14 Feb-22 Police UPD 3 Police Report 14-0615 Feb-14 Feb-22 Police UPD 3 Police Report 14-0616 Feb-14 Feb-22 Police UPD 3 Police Report 14-0617 Feb-14 Feb-22 Police UPD 3 Police Report 14-0618 Feb-14 Feb-22 Police UPD 3 Police Report 14-0619 Feb-14 Feb-22 Police UPD 3 Police Report 14-0620 Feb-14 Feb-22 Police UPD 3 Police Report 14-0621 Feb-14 Feb-22 Police UPD 3 Police Report 14-0622 Feb-14 Feb-22 Police UPD 3 Police Report 14-0623 Mar-14 Mar-22 Police UPD 3 Police Report 14-0624 Mar-14 Mar-22 Police UPD 3 Police Report 14-0625 Mar-14 Mar-22 Police UPD 3 Police Report 14-0626 Mar-14 Mar-22 Police UPD 3 Police Report 14-0627 Mar-14 Mar-22 Police UPD 3 Police Report 14-0628 Mar-14 Mar-22 Police UPD 3 Police Report 14-0629 Mar-14 Mar-22 Police UPD 3 Police Report 14-0630 Mar-14 Mar-22 Police UPD 3 Police Report 14-0631 Mar-14 Mar-22 Police UPD 3 Police Report 14-0633 Mar-14 Mar-22 Police UPD 3 Police Report 14-0634 Mar-14 Mar-22 Police UPD 3 Police Report 14-0638 Mar-14 Mar-22 Police UPD 3 Police Report 14-0639 Mar-14 Mar-22 Police UPD 3 Police Report 14-0640 Mar-14 Mar-22 Police UPD 3 Police Report 14-0643 Mar-14 Mar-22 Police UPD 3 Police Report 14-0644 Mar-14 Mar-22 Police UPD 3 Police Report 140648 Mar-14 Mar-22 Police UPD 3 Police Report 14-0650 Mar-14 Mar-22 Police UPD 3 Police Report 14-0651 Mar-14 Mar-22 Police UPD 3 Police Report 14-0653 Mar-14 Mar-22 Police UPD 3 Police Report 14-0654 Mar-14 Mar-22 Police UPD 3 Police Report 14-0655 Mar-14 Mar-22 Police UPD 3 Police Report 14-0656 Mar-14 Mar-22 Police UPD 3 Police Report 14-0657 Mar-14 Mar-22 Police UPD 3 Police Report 14-0658 Mar-14 Mar-22 Police UPD 3 Police Report 14-0660 Mar-14 Mar-22 Police UPD 3 Police Report 14-0661 Mar-14 Mar-22 Police UPD 3 Police Report 14-0662 Mar-14 Mar-22 Police UPD 3 Police Report 14-0663 Mar-14 Mar-22 Police UPD 3 Police Report 14-0664 Mar-14 Mar-22 Police UPD 3 Police Report 14-0665 Mar-14 Mar-22 Police UPD 3 Police Report 14-0666 Mar-14 Mar-22 Police UPD 3 Police Report 14-0668 Mar-14 Mar-22 Police UPD 3 Police Report 14-0669 Mar-14 Mar-22 Police UPD 3 Police Report 14-0670 Mar-14 Mar-22 Police UPD 3 Police Report 14-0671 Mar-14 Mar-22 Police UPD 3 Police Report 14-0672 Mar-14 Mar-22 Police UPD 3 Police Report 14-0673 Mar-14 Mar-22 Police UPD 3 Police Report 14-0674 Mar-14 Mar-22 Police UPD 3 Police Report 14-0679 Mar-14 Mar-22 Police UPD 3 Police Report 14-0680 Mar-14 Mar-22 Police UPD 3 Police Report 14-0681 Mar-14 Mar-22 Police UPD 3 Police Report 14-0683 Mar-14 Mar-22 Police UPD 3 Police Report 14-0684 Mar-14 Mar-22 Police UPD 3 Police Report 14-0685 Mar-14 Mar-22 Police UPD 3 Police Report 14-0686 Mar-14 Mar-22 Police UPD 3 Police Report 14-0687 Mar-14 Mar-22 Police 53 Page 23 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 3 Police Report 14-0688 Mar-14 Mar-22 Police UPD 3 Police Report 14-0689 Mar-14 Mar-22 Police UPD 3 Police Report 14-0691 Mar-14 Mar-22 Police UPD 3 Police Report 14-0692 Mar-14 Mar-22 Police UPD 3 Police Report 14-0693 Mar-14 Mar-22 Police UPD 3 Police Report 14-0694 Mar-14 Mar-22 Police UPD 3 Police Report 14-0695 Mar-14 Mar-22 Police UPD 3 Police Report 14-0696 Mar-14 Mar-22 Police UPD 3 Police Report 14-0697 Mar-14 Mar-22 Police UPD 3 Police Report 14-0698 Mar-14 Mar-22 Police UPD 3 Police Report 14-0699 Mar-14 Mar-22 Police UPD 3 Police Report 14-0700 Mar-14 Mar-22 Police UPD 3 Police Report 14-0701 Mar-14 Mar-22 Police UPD 3 Police Report 14-0702 Mar-14 Mar-22 Police UPD 3 Police Report 14-0703 Mar-14 Mar-22 Police UPD 3 Police Report 14-0704 Mar-14 Mar-22 Police UPD 3 Police Report 14-0705 Mar-14 Mar-22 Police UPD 3 Police Report 14-0706 Mar-14 Mar-22 Police UPD 3 Police Report 14-0707 Mar-14 Mar-22 Police UPD 3 Police Report 14-0708 Mar-14 Mar-22 Police UPD 3 Police Report 14-0709 Mar-14 Mar-22 Police UPD 3 Police Report 14-0710 Mar-14 Mar-22 Police UPD 3 Police Report 14-0712 Mar-14 Mar-22 Police UPD 3 Police Report 14-0713 Mar-14 Mar-22 Police UPD 3 Police Report 14-0714 Mar-14 Mar-22 Police UPD 3 Police Report 14-0715 Mar-14 Mar-22 Police UPD 3 Police Report 14-0716 Mar-14 Mar-22 Police UPD 3 Police Report 14-0717 Mar-14 Mar-22 Police UPD 3 Police Report 14-0719 Mar-14 Mar-22 Police UPD 3 Police Report 14-0720 Mar-14 Mar-22 Police UPD 3 Police Report 14-0721 Mar-14 Mar-22 Police UPD 3 Police Report 14-0722 Mar-14 Mar-22 Police UPD 3 Police Report 14-0723 Mar-14 Mar-22 Police UPD 3 Police Report 14-0724 Mar-14 Mar-22 Police UPD 3 Police Report 14-0725 Mar-14 Mar-22 Police UPD 3 Police Report 14-0726 Mar-14 Mar-22 Police UPD 3 Police Report 14-0727 Mar-14 Mar-22 Police UPD 3 Police Report 14-0728 Mar-14 Mar-22 Police UPD 3 Police Report 14-0729 Mar-14 Mar-22 Police UPD 3 Police Report 14-0730 Mar-14 Mar-22 Police UPD 3 Police Report 14-0731 Mar-14 Mar-22 Police UPD 3 Police Report 14-0732 Mar-14 Mar-22 Police UPD 3 Police Report 14-0733 Mar-14 Mar-22 Police UPD 3 Police Report 14-0734 Mar-14 Mar-22 Police UPD 3 Police Report 14-0736 Mar-14 Mar-22 Police UPD 3 Police Report 14-0738 Mar-14 Mar-22 Police UPD 3 Police Report 14-0739 Mar-14 Mar-22 Police UPD 3 Police Report 14-0740 Mar-14 Mar-22 Police UPD 3 Police Report 14-0741 Mar-14 Mar-22 Police UPD 3 Police Report 14-0742 Mar-14 Mar-22 Police UPD 3 Police Report 14-0743 Mar-14 Mar-22 Police UPD 3 Police Report 14-0744 Mar-14 Mar-22 Police UPD 3 Police Report 14-0745 Mar-14 Mar-22 Police UPD 3 Police Report 14-0746 Mar-14 Mar-22 Police UPD 3 Police Report 14-0747 Mar-14 Mar-22 Police UPD 3 Police Report 14-0748 Mar-14 Mar-22 Police UPD 3 Police Report 14-0749 Mar-14 Mar-22 Police UPD 3 Police Report 14-0750 Mar-14 Mar-22 Police UPD 3 Police Report 14-0752 Mar-14 Mar-22 Police UPD 3 Police Report 14-0753 Mar-14 Mar-22 Police UPD 3 Police Report 14-0755 Mar-14 Mar-22 Police UPD 3 Police Report 14-0756 Mar-14 Mar-22 Police UPD 3 Police Report 14-0758 Mar-14 Mar-22 Police UPD 3 Police Report 14-0759 Mar-14 Mar-22 Police 53 Page 24 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 3 Police Report 14-0760 Mar-14 Mar-22 Police UPD 3 Police Report 14-0763 Mar-14 Mar-22 Police UPD 3 Police Report 14-0765 Mar-14 Mar-22 Police UPD 3 Police Report 14-0766 Mar-14 Mar-22 Police UPD 3 Police Report 14-0768 Mar-14 Mar-22 Police UPD 3 Police Report 14-0769 Mar-14 Mar-22 Police UPD 3 Police Report 14-0770 Mar-14 Mar-22 Police UPD 3 Police Report 14-0771 Mar-14 Mar-22 Police UPD 3 Police Report 14-0772 Mar-14 Mar-22 Police UPD 3 Police Report 14-0773 Mar-14 Mar-22 Police UPD 3 Police Report 14-0774 Mar-14 Mar-22 Police UPD 4 Police Report 14-0775 Mar-14 Mar-22 Police UPD 4 Police Report 14-0776 Mar-14 Mar-22 Police UPD 4 Police Report 14-0777 Mar-14 Mar-22 Police UPD 4 Police Report 14-0778 Mar-14 Mar-22 Police UPD 4 Police Report 14-0779 Mar-14 Mar-22 Police UPD 4 Police Report 14-0780 Mar-14 Mar-22 Police UPD 4 Police Report 14-0782 Mar-14 Mar-22 Police UPD 4 Police Report 14-0786 Mar-14 Mar-22 Police UPD 4 Police Report 14-0787 Mar-14 Mar-22 Police UPD 4 Police Report 14-0788 Mar-14 Mar-22 Police UPD 4 Police Report 14-0789 Mar-14 Mar-22 Police UPD 4 Police Report 14-0790 Mar-14 Mar-22 Police UPD 4 Police Report 14-0792 Mar-14 Mar-22 Police UPD 4 Police Report 14-0793 Mar-14 Mar-22 Police UPD 4 Police Report 14-0794 Mar-14 Mar-22 Police UPD 4 Police Report 14-0796 Mar-14 Mar-22 Police UPD 4 Police Report 14-0797 Mar-14 Mar-22 Police UPD 4 Police Report 14-0798 Mar-14 Mar-22 Police UPD 4 Police Report 14-0799 Mar-14 Mar-22 Police UPD 4 Police Report 14-0800 Mar-14 Mar-22 Police UPD 4 Police Report 14-0801 Mar-14 Mar-22 Police UPD 4 Police Report 14-0802 Mar-14 Mar-22 Police UPD 4 Police Report 14-0803 Mar-14 Mar-22 Police UPD 4 Police Report 14-0804 Mar-14 Mar-22 Police UPD 4 Police Report 14-0805 Mar-14 Mar-22 Police UPD 4 Police Report 14-0806 Mar-14 Mar-22 Police UPD 4 Police Report 14-0807 Mar-14 Mar-22 Police UPD 4 Police Report 14-0808 Mar-14 Mar-22 Police UPD 4 Police Report 14-0809 Mar-14 Mar-22 Police UPD 4 Police Report 14-0810 Mar-14 Mar-22 Police UPD 4 Police Report 14-0811 Mar-14 Mar-22 Police UPD 4 Police Report 14-0812 Mar-14 Mar-22 Police UPD 4 Police Report 14-0813 Mar-14 Mar-22 Police UPD 4 Police Report 14-0814 Mar-14 Mar-22 Police UPD 4 Police Report 14-0815 Mar-14 Mar-22 Police UPD 4 Police Report 14-0819 Mar-14 Mar-22 Police UPD 4 Police Report 14-0820 Mar-14 Mar-22 Police UPD 4 Police Report 14-0821 Mar-14 Mar-22 Police UPD 4 Police Report 14-0822 Mar-14 Mar-22 Police UPD 4 Police Report 14-0823 Mar-14 Mar-22 Police UPD 4 Police Report 14-0824 Mar-14 Mar-22 Police UPD 4 Police Report 14-0825 Mar-14 Mar-22 Police UPD 4 Police Report 14-0826 Mar-14 Mar-22 Police UPD 4 Police Report 14-0827 Mar-14 Mar-22 Police UPD 4 Police Report 14-0829 Mar-14 Mar-22 Police UPD 4 Police Report 14-0830 Mar-14 Mar-22 Police UPD 4 Police Report 14-0831 Mar-14 Mar-22 Police UPD 4 Police Report 14-0832 Mar-14 Mar-22 Police UPD 4 Police Report 14-0833 Mar-14 Mar-22 Police UPD 4 Police Report 14-0834 Mar-14 Mar-22 Police UPD 4 Police Report 14-0835 Mar-14 Mar-22 Police UPD 4 Police Report 14-0836 Mar-14 Mar-22 Police UPD 4 Police Report 14-0837 Mar-14 Mar-22 Police 53 Page 25 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 4 Police Report 14-0838 Mar-14 Mar-22 Police UPD 4 Police Report 14-0839 Mar-14 Mar-22 Police UPD 4 Police Report 14-0840 Mar-14 Mar-22 Police UPD 4 Police Report 14-0841 Mar-14 Mar-22 Police UPD 4 Police Report 14-0843 Mar-14 Mar-22 Police UPD 4 Police Report 14-0844 Mar-14 Mar-22 Police UPD 4 Police Report 14-0845 Mar-14 Mar-22 Police UPD 4 Police Report 14-0846 Mar-14 Mar-22 Police UPD 4 Police Report 14-0849 Mar-14 Mar-22 Police UPD 4 Police Report 14-0850 Mar-14 Mar-22 Police UPD 4 Police Report 14-0851 Mar-14 Mar-22 Police UPD 4 Police Report 14-0852 Mar-14 Mar-22 Police UPD 4 Police Report 14-0853 Mar-14 Mar-22 Police UPD 4 Police Report 14-0855 Mar-14 Mar-22 Police UPD 4 Police Report 14-0856 Mar-14 Mar-22 Police UPD 4 Police Report 14-0857 Mar-14 Mar-22 Police UPD 4 Police Report 14-0858 Mar-14 Mar-22 Police UPD 4 Police Report 14-0859 Mar-14 Mar-22 Police UPD 4 Police Report 14-0860 Mar-14 Mar-22 Police UPD 4 Police Report 14-0861 Mar-14 Mar-22 Police UPD 4 Police Report 14-0862 Mar-14 Mar-22 Police UPD 4 Police Report 14-0863 Mar-14 Mar-22 Police UPD 4 Police Report 14-0864 Mar-14 Mar-22 Police UPD 4 Police Report 14-0865 Mar-14 Mar-22 Police UPD 4 Police Report 14-0866 Mar-14 Mar-22 Police UPD 4 Police Report 14-0867 Mar-14 Mar-22 Police UPD 4 Police Report 14-0868 Mar-14 Mar-22 Police UPD 4 Police Report 14-0869 Mar-14 Mar-22 Police UPD 4 Police Report 14-0870 Mar-14 Mar-22 Police UPD 4 Police Report 14-0874 Mar-14 Mar-22 Police UPD 4 Police Report 14-0875 Mar-14 Mar-22 Police UPD 4 Police Report 14-0876 Mar-14 Mar-22 Police UPD 4 Police Report 14-0877 Mar-14 Mar-22 Police UPD 4 Police Report 14-0878 Mar-14 Mar-22 Police UPD 4 Police Report 14-0879 Mar-14 Mar-22 Police UPD 4 Police Report 14-0880 Mar-14 Mar-22 Police UPD 4 Police Report 14-0882 Mar-14 Mar-22 Police UPD 4 Police Report 14-0883 Mar-14 Mar-22 Police UPD 4 Police Report 14-0884 Mar-14 Mar-22 Police UPD 4 Police Report 14-0885 Mar-14 Mar-22 Police UPD 4 Police Report 14-0886 Mar-14 Mar-22 Police UPD 4 Police Report 14-0887 Mar-14 Mar-22 Police UPD 4 Police Report 14-0888 Mar-14 Mar-22 Police UPD 4 Police Report 14-0889 Mar-14 Mar-22 Police UPD 4 Police Report 14-0890 Mar-14 Mar-22 Police UPD 4 Police Report 14-0891 Mar-14 Mar-22 Police UPD 4 Police Report 14-0892 Mar-14 Mar-22 Police UPD 4 Police Report 14-0893 Mar-14 Mar-22 Police UPD 4 Police Report 14-0894 Mar-14 Mar-22 Police UPD 4 Police Report 14-0895 Mar-14 Mar-22 Police UPD 4 Police Report 14-0896 Mar-14 Mar-22 Police UPD 4 Police Report 14-0897 Mar-14 Mar-22 Police UPD 4 Police Report 14-0898 Mar-14 Mar-22 Police UPD 4 Police Report 14-0899 Mar-14 Mar-22 Police UPD 4 Police Report 14-0900 Mar-14 Mar-22 Police UPD 4 Police Report 14-0901 Mar-14 Mar-22 Police UPD 4 Police Report 14-0903 Mar-14 Mar-22 Police UPD 4 Police Report 14-0905 Mar-14 Mar-22 Police UPD 4 Police Report 14-0906 Mar-14 Mar-22 Police UPD 4 Police Report 14-0907 Mar-14 Mar-22 Police UPD 4 Police Report 14-0908 Mar-14 Mar-22 Police UPD 4 Police Report 14-0909 Mar-14 Mar-22 Police UPD 4 Police Report 14-0910 Mar-14 Mar-22 Police UPD 4 Police Report 14-0911 Mar-14 Mar-22 Police 53 Page 26 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 4 Police Report 14-0912 Mar-14 Mar-22 Police UPD 4 Police Report 14-0913 Mar-14 Mar-22 Police UPD 4 Police Report 14-0914 Mar-14 Mar-22 Police UPD 4 Police Report 14-0915 Mar-14 Mar-22 Police UPD 4 Police Report 14-0916 Mar-14 Mar-22 Police UPD 4 Police Report 14-0917 Mar-14 Mar-22 Police UPD 4 Police Report 14-0918 Mar-14 Mar-22 Police UPD 4 Police Report 14-0919 Mar-14 Mar-22 Police UPD 4 Police Report 14-0920 Mar-14 Mar-22 Police UPD 4 Police Report 14-0921 Mar-14 Mar-22 Police UPD 4 Police Report 14-0922 Mar-14 Mar-22 Police UPD 4 Police Report 14-0923 Mar-14 Mar-22 Police UPD 4 Police Report 14-0924 Mar-14 Mar-22 Police UPD 4 Police Report 14-0925 Mar-14 Mar-22 Police UPD 4 Police Report 14-0926 Mar-14 Mar-22 Police UPD 4 Police Report 14-0927 Mar-14 Mar-22 Police UPD 4 Police Report 14-0928 Mar-14 Mar-22 Police UPD 4 Police Report 14-0929 Mar-14 Mar-22 Police UPD 4 Police Report 14-0930 Mar-14 Mar-22 Police UPD 4 Police Report 14-0931 Mar-14 Mar-22 Police UPD 4 Police Report 14-0932 Mar-14 Mar-22 Police UPD 4 Police Report 14-0933 Mar-14 Mar-22 Police UPD 4 Police Report 14-0934 Apr-14 Apr-22 Police UPD 4 Police Report 14-0936 Apr-14 Apr-22 Police UPD 4 Police Report 14-0937 Apr-14 Apr-22 Police UPD 4 Police Report 14-0938 Apr-14 Apr-22 Police UPD 4 Police Report 14-0939 Apr-14 Apr-22 Police UPD 4 Police Report 14-0940 Apr-14 Apr-22 Police UPD 4 Police Report 14-0941 Apr-14 Apr-22 Police UPD 4 Police Report 14-0942 Apr-14 Apr-22 Police UPD 4 Police Report 14-0943 Apr-14 Apr-22 Police UPD 4 Police Report 14-0945 Apr-14 Apr-22 Police UPD 4 Police Report 14-0946 Apr-14 Apr-22 Police UPD 4 Police Report 14-0947 Apr-14 Apr-22 Police UPD 4 Police Report 14-0948 Apr-14 Apr-22 Police UPD 4 Police Report 14-0949 Apr-14 Apr-22 Police UPD 4 Police Report 14-0951 Apr-14 Apr-22 Police UPD 4 Police Report 14-0952 Apr-14 Apr-22 Police UPD 4 Police Report 14-0953 Apr-14 Apr-22 Police UPD 4 Police Report 14-0954 Apr-14 Apr-22 Police UPD 4 Police Report 14-0955 Apr-14 Apr-22 Police UPD 4 Police Report 14-0956 Apr-14 Apr-22 Police UPD 4 Police Report 14-0957 Apr-14 Apr-22 Police UPD 4 Police Report 14-0958 Apr-14 Apr-22 Police UPD 4 Police Report 14-0959 Apr-14 Apr-22 Police UPD 4 Police Report 14-0960 Apr-14 Apr-22 Police UPD 4 Police Report 14-0961 Apr-14 Apr-22 Police UPD 4 Police Report 14-0962 Apr-14 Apr-22 Police UPD 4 Police Report 14-0964 Apr-14 Apr-22 Police UPD 4 Police Report 14-0965 Apr-14 Apr-22 Police UPD 4 Police Report 14-0966 Apr-14 Apr-22 Police UPD 4 Police Report 14-0967 Apr-14 Apr-22 Police UPD 4 Police Report 14-0968 Apr-14 Apr-22 Police UPD 5 Police Report 14-0972 Apr-14 Apr-22 Police UPD 5 Police Report 14-0973 Apr-14 Apr-22 Police UPD 5 Police Report 14-0974 Apr-14 Apr-22 Police UPD 5 Police Report 14-0975 Apr-14 Apr-22 Police UPD 5 Police Report 14-0977 Apr-14 Apr-22 Police UPD 5 Police Report 14-0978 Apr-14 Apr-22 Police UPD 5 Police Report 14-0979 Apr-14 Apr-22 Police UPD 5 Police Report 14-0980 Apr-14 Apr-22 Police UPD 5 Police Report 14-0981 Apr-14 Apr-22 Police UPD 5 Police Report 14-0982 Apr-14 Apr-22 Police UPD 5 Police Report 14-0984 Apr-14 Apr-22 Police 53 Page 27 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 5 Police Report 14-0985 Apr-14 Apr-22 Police UPD 5 Police Report 14-0987 Apr-14 Apr-22 Police UPD 5 Police Report 14-0988 Apr-14 Apr-22 Police UPD 5 Police Report 14-0989 Apr-14 Apr-22 Police UPD 5 Police Report 14-0990 Apr-14 Apr-22 Police UPD 5 Police Report 14-0991 Apr-14 Apr-22 Police UPD 5 Police Report 14-0992 Apr-14 Apr-22 Police UPD 5 Police Report 14-0993 Apr-14 Apr-22 Police UPD 5 Police Report 14-0994 Apr-14 Apr-22 Police UPD 5 Police Report 14-0995 Apr-14 Apr-22 Police UPD 5 Police Report 14-0996 Apr-14 Apr-22 Police UPD 5 Police Report 14-0997 Apr-14 Apr-22 Police UPD 5 Police Report 14-0998 Apr-14 Apr-22 Police UPD 5 Police Report 14-0999 Apr-14 Apr-22 Police UPD 5 Police Report 14-1000 Apr-14 Apr-22 Police UPD 5 Police Report 14-1001 Apr-14 Apr-22 Police UPD 5 Police Report 14-1002 Apr-14 Apr-22 Police UPD 5 Police Report 14-1004 Apr-14 Apr-22 Police UPD 5 Police Report 14-1005 Apr-14 Apr-22 Police UPD 5 Police Report 14-1006 Apr-14 Apr-22 Police UPD 5 Police Report 14-1007 Apr-14 Apr-22 Police UPD 5 Police Report 14-1008 Apr-14 Apr-22 Police UPD 5 Police Report 14-1009 Apr-14 Apr-22 Police UPD 5 Police Report 14-1010 Apr-14 Apr-22 Police UPD 5 Police Report 14-1011 Apr-14 Apr-22 Police UPD 5 Police Report 14-1012 Apr-14 Apr-22 Police UPD 5 Police Report 14-1013 Apr-14 Apr-22 Police UPD 5 Police Report 14-1014 Apr-14 Apr-22 Police UPD 5 Police Report 14-1015 Apr-14 Apr-22 Police UPD 5 Police Report 14-1016 Apr-14 Apr-22 Police UPD 5 Police Report 14-1017 Apr-14 Apr-22 Police UPD 5 Police Report 14-1018 Apr-14 Apr-22 Police UPD 5 Police Report 14-1019 Apr-14 Apr-22 Police UPD 5 Police Report 14-1020 Apr-14 Apr-22 Police UPD 5 Police Report 14-1021 Apr-14 Apr-22 Police UPD 5 Police Report 14-1022 Apr-14 Apr-22 Police UPD 5 Police Report 14-1024 Apr-14 Apr-22 Police UPD 5 Police Report 14-1025 Apr-14 Apr-22 Police UPD 5 Police Report 14-1026 Apr-14 Apr-22 Police UPD 5 Police Report 14-1027 Apr-14 Apr-22 Police UPD 5 Police Report 14-1028 Apr-14 Apr-22 Police UPD 5 Police Report 14-1029 Apr-14 Apr-22 Police UPD 5 Police Report 14-1030 Apr-14 Apr-22 Police UPD 5 Police Report 14-1032 Apr-14 Apr-22 Police UPD 5 Police Report 14-1033 Apr-14 Apr-22 Police UPD 5 Police Report 14-1036 Apr-14 Apr-22 Police UPD 5 Police Report 14-1037 Apr-14 Apr-22 Police UPD 5 Police Report 14-1038 Apr-14 Apr-22 Police UPD 5 Police Report 14-1039 Apr-14 Apr-22 Police UPD 5 Police Report 14-1041 Apr-14 Apr-22 Police UPD 5 Police Report 14-1042 Apr-14 Apr-22 Police UPD 5 Police Report 14-1043 Apr-14 Apr-22 Police UPD 5 Police Report 14-1045 Apr-14 Apr-22 Police UPD 5 Police Report 14-1046 Apr-14 Apr-22 Police UPD 5 Police Report 14-1047 Apr-14 Apr-22 Police UPD 5 Police Report 14-1048 Apr-14 Apr-22 Police UPD 5 Police Report 14-1049 Apr-14 Apr-22 Police UPD 5 Police Report 14-1050 Apr-14 Apr-22 Police UPD 5 Police Report 14-1051 Apr-14 Apr-22 Police UPD 5 Police Report 14-1052 Apr-14 Apr-22 Police UPD 5 Police Report 14-1054 Apr-14 Apr-22 Police UPD 5 Police Report 14-1055 Apr-14 Apr-22 Police UPD 5 Police Report 14-1056 Apr-14 Apr-22 Police UPD 5 Police Report 14-1057 Apr-14 Apr-22 Police 53 Page 28 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 5 Police Report 14-1058 Apr-14 Apr-22 Police UPD 5 Police Report 14-1059 Apr-14 Apr-22 Police UPD 5 Police Report 14-1060 Apr-14 Apr-22 Police UPD 5 Police Report 14-1061 Apr-14 Apr-22 Police UPD 5 Police Report 14-1062 Apr-14 Apr-22 Police UPD 5 Police Report 14-1063 Apr-14 Apr-22 Police UPD 5 Police Report 14-1064 Apr-14 Apr-22 Police UPD 5 Police Report 14-1065 Apr-14 Apr-22 Police UPD 5 Police Report 14-1066 Apr-14 Apr-22 Police UPD 5 Police Report 14-1067 Apr-14 Apr-22 Police UPD 5 Police Report 14-1068 Apr-14 Apr-22 Police UPD 5 Police Report 14-1070 Apr-14 Apr-22 Police UPD 5 Police Report 14-1073 Apr-14 Apr-22 Police UPD 5 Police Report 14-1075 Apr-14 Apr-22 Police UPD 5 Police Report 14-1076 Apr-14 Apr-22 Police UPD 5 Police Report 14-1077 Apr-14 Apr-22 Police UPD 5 Police Report 14-1078 Apr-14 Apr-22 Police UPD 5 Police Report 14-1079 Apr-14 Apr-22 Police UPD 5 Police Report 14-1081 Apr-14 Apr-22 Police UPD 5 Police Report 14-1082 Apr-14 Apr-22 Police UPD 5 Police Report 14-1083 Apr-14 Apr-22 Police UPD 5 Police Report 14-1084 Apr-14 Apr-22 Police UPD 5 Police Report 14-1085 Apr-14 Apr-22 Police UPD 5 Police Report 14-1086 Apr-14 Apr-22 Police UPD 5 Police Report 14-1087 Apr-14 Apr-22 Police UPD 5 Police Report 14-1088 Apr-14 Apr-22 Police UPD 5 Police Report 14-1089 Apr-14 Apr-22 Police UPD 5 Police Report 14-1090 Apr-14 Apr-22 Police UPD 5 Police Report 14-1091 Apr-14 Apr-22 Police UPD 5 Police Report 14-1092 Apr-14 Apr-22 Police UPD 5 Police Report 14-1093 Apr-14 Apr-22 Police UPD 5 Police Report 14-1094 Apr-14 Apr-22 Police UPD 5 Police Report 14-1095 Apr-14 Apr-22 Police UPD 5 Police Report 14-1098 Apr-14 Apr-22 Police UPD 5 Police Report 14-1099 Apr-14 Apr-22 Police UPD 5 Police Report 14-1100 Apr-14 Apr-22 Police UPD 5 Police Report 14-1101 Apr-14 Apr-22 Police UPD 5 Police Report 14-1102 Apr-14 Apr-22 Police UPD 5 Police Report 14-1103 Apr-14 Apr-22 Police UPD 5 Police Report 14-1104 Apr-14 Apr-22 Police UPD 5 Police Report 14-1105 Apr-14 Apr-22 Police UPD 5 Police Report 14-1106 Apr-14 Apr-22 Police UPD 5 Police Report 14-1107 Apr-14 Apr-22 Police UPD 5 Police Report 14-1108 Apr-14 Apr-22 Police UPD 5 Police Report 14-1109 Apr-14 Apr-22 Police UPD 5 Police Report 14-1110 Apr-14 Apr-22 Police UPD 5 Police Report 14-1111 Apr-14 Apr-22 Police UPD 5 Police Report 14-1112 Apr-14 Apr-22 Police UPD 5 Police Report 14-1113 Apr-14 Apr-22 Police UPD 5 Police Report 14-1114 Apr-14 Apr-22 Police UPD 5 Police Report 14-1115 Apr-14 Apr-22 Police UPD 5 Police Report 14-1116 Apr-14 Apr-22 Police UPD 5 Police Report 14-1117 Apr-14 Apr-22 Police UPD 5 Police Report 14-1118 Apr-14 Apr-22 Police UPD 5 Police Report 14-1119 Apr-14 Apr-22 Police UPD 5 Police Report 14-1120 Apr-14 Apr-22 Police UPD 5 Police Report 14-1121 Apr-14 Apr-22 Police UPD 5 Police Report 14-1122 Apr-14 Apr-22 Police UPD 5 Police Report 14-1123 Apr-14 Apr-22 Police UPD 5 Police Report 14-1125 Apr-14 Apr-22 Police UPD 5 Police Report 14-1126 Apr-14 Apr-22 Police UPD 5 Police Report 14-1127 Apr-14 Apr-22 Police UPD 5 Police Report 14-1129 Apr-14 Apr-22 Police UPD 5 Police Report 14-1130 Apr-14 Apr-22 Police 53 Page 29 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 5 Police Report 14-1131 Apr-14 Apr-22 Police UPD 5 Police Report 14-1133 Apr-14 Apr-22 Police UPD 5 Police Report 14-1134 Apr-14 Apr-22 Police UPD 5 Police Report 14-1135 Apr-14 Apr-22 Police UPD 5 Police Report 14-1136 Apr-14 Apr-22 Police UPD 5 Police Report 14-1137 Apr-14 Apr-22 Police UPD 5 Police Report 14-1138 Apr-14 Apr-22 Police UPD 5 Police Report 14-1139 Apr-14 Apr-22 Police UPD 5 Police Report 14-1140 Apr-14 Apr-22 Police UPD 5 Police Report 14-1141 Apr-14 Apr-22 Police UPD 5 Police Report 14-1142 Apr-14 Apr-22 Police UPD 5 Police Report 14-1143 Apr-14 Apr-22 Police UPD 5 Police Report 14-1145 Apr-14 Apr-22 Police UPD 5 Police Report 14-1146 Apr-14 Apr-22 Police UPD 5 Police Report 14-1147 Apr-14 Apr-22 Police UPD 5 Police Report 14-1148 Apr-14 Apr-22 Police UPD 5 Police Report 14-1149 Apr-14 Apr-22 Police UPD 5 Police Report 14-1150 Apr-14 Apr-22 Police UPD 5 Police Report 14-1151 Apr-14 Apr-22 Police UPD 5 Police Report 14-1152 Apr-14 Apr-22 Police UPD 5 Police Report 14-1153 Apr-14 Apr-22 Police UPD 5 Police Report 14-1154 Apr-14 Apr-22 Police UPD 5 Police Report 14-1158 Apr-14 Apr-22 Police UPD 5 Police Report 14-1161 Apr-14 Apr-22 Police UPD 5 Police Report 14-1162 Apr-14 Apr-22 Police UPD 5 Police Report 14-1163 Apr-14 Apr-22 Police UPD 5 Police Report 14-1164 Apr-14 Apr-22 Police UPD 5 Police Report 14-1165 Apr-14 Apr-22 Police UPD 5 Police Report 14-1167 Apr-14 Apr-22 Police UPD 5 Police Report 14-1169 Apr-14 Apr-22 Police UPD 5 Police Report 14-1170 Apr-14 Apr-22 Police UPD 5 Police Report 14-1171 Apr-14 Apr-22 Police UPD 5 Police Report 14-1172 Apr-14 Apr-22 Police UPD 5 Police Report 14-1173 Apr-14 Apr-22 Police UPD 5 Police Report 14-1174 Apr-14 Apr-22 Police UPD 5 Police Report 14-1175 Apr-14 Apr-22 Police UPD 5 Police Report 14-1176 Apr-14 Apr-22 Police UPD 5 Police Report 14-1177 Apr-14 Apr-22 Police UPD 5 Police Report 14-1178 Apr-14 Apr-22 Police UPD 5 Police Report 14-1179 Apr-14 Apr-22 Police UPD 5 Police Report 14-1180 Apr-14 Apr-22 Police UPD 5 Police Report 14-1181 Apr-14 Apr-22 Police UPD 5 Police Report 14-1182 Apr-14 Apr-22 Police UPD 5 Police Report 14-1183 Apr-14 Apr-22 Police UPD 5 Police Report 14-1184 Apr-14 Apr-22 Police UPD 5 Police Report 14-1185 Apr-14 Apr-22 Police UPD 5 Police Report 14-1186 Apr-14 Apr-22 Police UPD 5 Police Report 14-1187 Apr-14 Apr-22 Police UPD 5 Police Report 14-1188 Apr-14 Apr-22 Police UPD 5 Police Report 14-1189 Apr-14 Apr-22 Police UPD 5 Police Report 14-1190 Apr-14 Apr-22 Police UPD 5 Police Report 14-1191 Apr-14 Apr-22 Police UPD 5 Police Report 14-1192 Apr-14 Apr-22 Police UPD 5 Police Report 14-1193 Apr-14 Apr-22 Police UPD 5 Police Report 14-1194 Apr-14 Apr-22 Police UPD 5 Police Report 14-1196 Apr-14 Apr-22 Police UPD 5 Police Report 14-1197 Apr-14 Apr-22 Police UPD 5 Police Report 14-1198 Apr-14 Apr-22 Police UPD 5 Police Report 14-1200 Apr-14 Apr-22 Police UPD 5 Police Report 14-1201 Apr-14 Apr-22 Police UPD 5 Police Report 14-1202 Apr-14 Apr-22 Police UPD 5 Police Report 14-1203 Apr-14 Apr-22 Police UPD 5 Police Report 14-1204 Apr-14 Apr-22 Police UPD 5 Police Report 14-1205 Apr-14 Apr-22 Police 53 Page 30 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 5 Police Report 14-1206 Apr-14 Apr-22 Police UPD 5 Police Report 14-1207 Apr-14 Apr-22 Police UPD 5 Police Report 14-1208 Apr-14 Apr-22 Police UPD 5 Police Report 14-1209 Apr-14 Apr-22 Police UPD 5 Police Report 14-1210 Apr-14 Apr-22 Police UPD 5 Police Report 14-1211 Apr-14 Apr-22 Police UPD 5 Police Report 14-1212 Apr-14 Apr-22 Police UPD 5 Police Report 14-1213 Apr-14 Apr-22 Police UPD 5 Police Report 14-1214 Apr-14 Apr-22 Police UPD 5 Police Report 14-1215 Apr-14 Apr-22 Police UPD 5 Police Report 14-1216 Apr-14 Apr-22 Police UPD 5 Police Report 14-1217 Apr-14 Apr-22 Police UPD 5 Police Report 14-1218 Apr-14 Apr-22 Police UPD 5 Police Report 14-1219 Apr-14 Apr-22 Police UPD 5 Police Report 14-1220 Apr-14 Apr-22 Police UPD 5 Police Report 14-1221 Apr-14 Apr-22 Police UPD 5 Police Report 14-1222 Apr-14 Apr-22 Police UPD 5 Police Report 14-1223 Apr-14 Apr-22 Police UPD 5 Police Report 14-1224 Apr-14 Apr-22 Police UPD 5 Police Report 14-1226 Apr-14 Apr-22 Police UPD 6 Police Report 14-1227 Apr-14 Apr-22 Police UPD 6 Police Report 14-1228 Apr-14 Apr-22 Police UPD 6 Police Report 14-1229 Apr-14 Apr-22 Police UPD 6 Police Report 14-1230 Apr-14 Apr-22 Police UPD 6 Police Report 14-1231 Apr-14 Apr-22 Police UPD 6 Police Report 14-1232 Apr-14 Apr-22 Police UPD 6 Police Report 14-1233 Apr-14 Apr-22 Police UPD 6 Police Report 14-1234 Apr-14 Apr-22 Police UPD 6 Police Report 14-1235 Apr-14 Apr-22 Police UPD 6 Police Report 14-1236 Apr-14 Apr-22 Police UPD 6 Police Report 14-1237 Apr-14 Apr-22 Police UPD 6 Police Report 14-1238 Apr-14 Apr-22 Police UPD 6 Police Report 14-1239 Apr-14 Apr-22 Police UPD 6 Police Report 14-1240 Apr-14 Apr-22 Police UPD 6 Police Report 14-1241 Apr-14 Apr-22 Police UPD 6 Police Report 14-1242 Apr-14 Apr-22 Police UPD 6 Police Report 14-1243 Apr-14 Apr-22 Police UPD 6 Police Report 14-1244 Apr-14 Apr-22 Police UPD 6 Police Report 14-1245 Apr-14 Apr-22 Police UPD 6 Police Report 14-1246 Apr-14 Apr-22 Police UPD 6 Police Report 14-1247 Apr-14 Apr-22 Police UPD 6 Police Report 14-1248 Apr-14 Apr-22 Police UPD 6 Police Report 14-1249 Apr-14 Apr-22 Police UPD 6 Police Report 14-1250 Apr-14 Apr-22 Police UPD 6 Police Report 14-1251 Apr-14 Apr-22 Police UPD 6 Police Report 14-1252 Apr-14 Apr-22 Police UPD 6 Police Report 14-1253 Apr-14 Apr-22 Police UPD 6 Police Report 14-1254 May-14 May-22 Police UPD 6 Police Report 14-1255 May-14 May-22 Police UPD 6 Police Report 14-1257 May-14 May-22 Police UPD 6 Police Report 14-1258 May-14 May-22 Police UPD 6 Police Report 14-1259 May-14 May-22 Police UPD 6 Police Report 14-1260 May-14 May-22 Police UPD 6 Police Report 14-1261 May-14 May-22 Police UPD 6 Police Report 14-1262 May-14 May-22 Police UPD 6 Police Report 14-1263 May-14 May-22 Police UPD 6 Police Report 14-1264 May-14 May-22 Police UPD 6 Police Report 14-1265 May-14 May-22 Police UPD 6 Police Report 14-1266 May-14 May-22 Police UPD 6 Police Report 14-1267 May-14 May-22 Police UPD 6 Police Report 14-1268 May-14 May-22 Police UPD 6 Police Report 14-1269 May-14 May-22 Police UPD 6 Police Report 14-1270 May-14 May-22 Police UPD 6 Police Report 14-1271 May-14 May-22 Police 53 Page 31 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 6 Police Report 14-1272 May-14 May-22 Police UPD 6 Police Report 14-1273 May-14 May-22 Police UPD 6 Police Report 14-1274 May-14 May-22 Police UPD 6 Police Report 14-1275 May-14 May-22 Police UPD 6 Police Report 14-1276 May-14 May-22 Police UPD 6 Police Report 14-1277 May-14 May-22 Police UPD 6 Police Report 14-1278 May-14 May-22 Police UPD 6 Police Report 14-1279 May-14 May-22 Police UPD 6 Police Report 14-1280 May-14 May-22 Police UPD 6 Police Report 14-1281 May-14 May-22 Police UPD 6 Police Report 14-1282 May-14 May-22 Police UPD 6 Police Report 14-1283 May-14 May-22 Police UPD 6 Police Report 14-1284 May-14 May-22 Police UPD 6 Police Report 14-1285 May-14 May-22 Police UPD 6 Police Report 14-1286 May-14 May-22 Police UPD 6 Police Report 14-1287 May-14 May-22 Police UPD 6 Police Report 14-1288 May-14 May-22 Police UPD 6 Police Report 14-1289 May-14 May-22 Police UPD 6 Police Report 14-1290 May-14 May-22 Police UPD 6 Police Report 14-1291 May-14 May-22 Police UPD 6 Police Report 14-1292 May-14 May-22 Police UPD 6 Police Report 14-1293 May-14 May-22 Police UPD 6 Police Report 14-1294 May-14 May-22 Police UPD 6 Police Report 14-1295 May-14 May-22 Police UPD 6 Police Report 14-1296 May-14 May-22 Police UPD 6 Police Report 14-1297 May-14 May-22 Police UPD 6 Police Report 14-1298 May-14 May-22 Police UPD 6 Police Report 14-1299 May-14 May-22 Police UPD 6 Police Report 14-1300 May-14 May-22 Police UPD 6 Police Report 14-1301 May-14 May-22 Police UPD 6 Police Report 14-1302 May-14 May-22 Police UPD 6 Police Report 14-1303 May-14 May-22 Police UPD 6 Police Report 14-1304 May-14 May-22 Police UPD 6 Police Report 14-1305 May-14 May-22 Police UPD 6 Police Report 14-1306 May-14 May-22 Police UPD 6 Police Report 14-1307 May-14 May-22 Police UPD 6 Police Report 14-1308 May-14 May-22 Police UPD 6 Police Report 14-1309 May-14 May-22 Police UPD 6 Police Report 14-1310 May-14 May-22 Police UPD 6 Police Report 14-1311 May-14 May-22 Police UPD 6 Police Report 14-1312 May-14 May-22 Police UPD 6 Police Report 14-1313 May-14 May-22 Police UPD 6 Police Report 14-1314 May-14 May-22 Police UPD 6 Police Report 14-1315 May-14 May-22 Police UPD 6 Police Report 14-1316 May-14 May-22 Police UPD 6 Police Report 14-1317 May-14 May-22 Police UPD 6 Police Report 14-1318 May-14 May-22 Police UPD 6 Police Report 14-1319 May-14 May-22 Police UPD 6 Police Report 14-1320 May-14 May-22 Police UPD 6 Police Report 14-1321 May-14 May-22 Police UPD 6 Police Report 14-1322 May-14 May-22 Police UPD 6 Police Report 14-1323 May-14 May-22 Police UPD 6 Police Report 14-1324 May-14 May-22 Police UPD 6 Police Report 14-1325 May-14 May-22 Police UPD 6 Police Report 14-1326 May-14 May-22 Police UPD 6 Police Report 14-1327 May-14 May-22 Police UPD 6 Police Report 14-1328 May-14 May-22 Police UPD 6 Police Report 14-1329 May-14 May-22 Police UPD 6 Police Report 14-1330 May-14 May-22 Police UPD 6 Police Report 14-1331 May-14 May-22 Police UPD 6 Police Report 14-1332 May-14 May-22 Police UPD 6 Police Report 14-1333 May-14 May-22 Police UPD 6 Police Report 14-1334 May-14 May-22 Police UPD 6 Police Report 14-1335 May-14 May-22 Police 53 Page 32 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 6 Police Report 14-1336 May-14 May-22 Police UPD 6 Police Report 14-1337 May-14 May-22 Police UPD 6 Police Report 14-1338 May-14 May-22 Police UPD 6 Police Report 14-1339 May-14 May-22 Police UPD 6 Police Report 14-1340 May-14 May-22 Police UPD 6 Police Report 14-1341 May-14 May-22 Police UPD 6 Police Report 14-1342 May-14 May-22 Police UPD 6 Police Report 14-1343 May-14 May-22 Police UPD 6 Police Report 14-1344 May-14 May-22 Police UPD 6 Police Report 14-1345 May-14 May-22 Police UPD 6 Police Report 14-1346 May-14 May-22 Police UPD 6 Police Report 14-1347 May-14 May-22 Police UPD 6 Police Report 14-1348 May-14 May-22 Police UPD 6 Police Report 14-1349 May-14 May-22 Police UPD 6 Police Report 14-1350 May-14 May-22 Police UPD 6 Police Report 14-1351 May-14 May-22 Police UPD 6 Police Report 14-1352 May-14 May-22 Police UPD 6 Police Report 14-1353 May-14 May-22 Police UPD 6 Police Report 14-1354 May-14 May-22 Police UPD 6 Police Report 14-1355 May-14 May-22 Police UPD 6 Police Report 14-1356 May-14 May-22 Police UPD 6 Police Report 14-1357 May-14 May-22 Police UPD 6 Police Report 14-1358 May-14 May-22 Police UPD 6 Police Report 14-1360 May-14 May-22 Police UPD 6 Police Report 14-1361 May-14 May-22 Police UPD 6 Police Report 14-1362 May-14 May-22 Police UPD 6 Police Report 14-1364 May-14 May-22 Police UPD 6 Police Report 14-1366 May-14 May-22 Police UPD 6 Police Report 14-1367 May-14 May-22 Police UPD 6 Police Report 14-1370 May-14 May-22 Police UPD 6 Police Report 14-1371 May-14 May-22 Police UPD 6 Police Report 14-1372 May-14 May-22 Police UPD 6 Police Report 14-1373 May-14 May-22 Police UPD 6 Police Report 14-1374 May-14 May-22 Police UPD 6 Police Report 14-1375 May-14 May-22 Police UPD 6 Police Report 14-1376 May-14 May-22 Police UPD 6 Police Report 14-1377 May-14 May-22 Police UPD 6 Police Report 14-1378 May-14 May-22 Police UPD 6 Police Report 14-1379 May-14 May-22 Police UPD 6 Police Report 14-1380 May-14 May-22 Police UPD 6 Police Report 14-1382 May-14 May-22 Police UPD 6 Police Report 14-1383 May-14 May-22 Police UPD 6 Police Report 14-1388 May-14 May-22 Police UPD 6 Police Report 14-1389 May-14 May-22 Police UPD 6 Police Report 14-1390 May-14 May-22 Police UPD 6 Police Report 14-1391 May-14 May-22 Police UPD 6 Police Report 14-1392 May-14 May-22 Police UPD 6 Police Report 14-1393 May-14 May-22 Police UPD 6 Police Report 14-1394 May-14 May-22 Police UPD 6 Police Report 14-1395 May-14 May-22 Police UPD 6 Police Report 14-1396 May-14 May-22 Police UPD 6 Police Report 14-1397 May-14 May-22 Police UPD 6 Police Report 14-1398 May-14 May-22 Police UPD 6 Police Report 14-1399 May-14 May-22 Police UPD 6 Police Report 14-1400 May-14 May-22 Police UPD 6 Police Report 14-1401 May-14 May-22 Police UPD 6 Police Report 14-1402 May-14 May-22 Police UPD 6 Police Report 14-1403 May-14 May-22 Police UPD 6 Police Report 14-1404 May-14 May-22 Police UPD 6 Police Report 14-1406 May-14 May-22 Police UPD 6 Police Report 14-1407 May-14 May-22 Police UPD 6 Police Report 14-1409 May-14 May-22 Police UPD 6 Police Report 14-1413 May-14 May-22 Police UPD 6 Police Report 14-1414 May-14 May-22 Police 53 Page 33 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 6 Police Report 14-1415 May-14 May-22 Police UPD 6 Police Report 14-1416 May-14 May-22 Police UPD 6 Police Report 14-1417 May-14 May-22 Police UPD 6 Police Report 14-1418 May-14 May-22 Police UPD 6 Police Report 14-1419 May-14 May-22 Police UPD 6 Police Report 14-1420 May-14 May-22 Police UPD 6 Police Report 14-1421 May-14 May-22 Police UPD 6 Police Report 14-1422 May-14 May-22 Police UPD 6 Police Report 14-1423 May-14 May-22 Police UPD 6 Police Report 14-1424 May-14 May-22 Police UPD 6 Police Report 14-1425 May-14 May-22 Police UPD 6 Police Report 14-1426 May-14 May-22 Police UPD 6 Police Report 14-1427 May-14 May-22 Police UPD 6 Police Report 14-1428 May-14 May-22 Police UPD 6 Police Report 14-1429 May-14 May-22 Police UPD 6 Police Report 14-1430 May-14 May-22 Police UPD 6 Police Report 14-1431 May-14 May-22 Police UPD 6 Police Report 14-1432 May-14 May-22 Police UPD 6 Police Report 14-1433 May-14 May-22 Police UPD 6 Police Report 14-1434 May-14 May-22 Police UPD 6 Police Report 14-1435 May-14 May-22 Police UPD 6 Police Report 14-1436 May-14 May-22 Police UPD 6 Police Report 14-1437 May-14 May-22 Police UPD 6 Police Report 14-1438 May-14 May-22 Police UPD 6 Police Report 14-1439 May-14 May-22 Police UPD 6 Police Report 14-1440 May-14 May-22 Police UPD 6 Police Report 14-1442 May-14 May-22 Police UPD 6 Police Report 14-1443 May-14 May-22 Police UPD 6 Police Report 14-1444 May-14 May-22 Police UPD 6 Police Report 14-1445 May-14 May-22 Police UPD 6 Police Report 14-1446 May-14 May-22 Police UPD 6 Police Report 14-1447 May-14 May-22 Police UPD 6 Police Report 14-1448 May-14 May-22 Police UPD 6 Police Report 14-1449 May-14 May-22 Police UPD 6 Police Report 14-1450 May-14 May-22 Police UPD 6 Police Report 14-1451 May-14 May-22 Police UPD 6 Police Report 14-1452 May-14 May-22 Police UPD 6 Police Report 14-1453 May-14 May-22 Police UPD 6 Police Report 14-1454 May-14 May-22 Police UPD 6 Police Report 14-1455 May-14 May-22 Police UPD 6 Police Report 14-1456 May-14 May-22 Police UPD 6 Police Report 14-1457 May-14 May-22 Police UPD 6 Police Report 14-1458 May-14 May-22 Police UPD 6 Police Report 14-1460 May-14 May-22 Police UPD 6 Police Report 14-1461 May-14 May-22 Police UPD 6 Police Report 14-1463 May-14 May-22 Police UPD 6 Police Report 14-1464 May-14 May-22 Police UPD 6 Police Report 14-1465 May-14 May-22 Police UPD 6 Police Report 14-1467 May-14 May-22 Police UPD 6 Police Report 14-1468 May-14 May-22 Police UPD 6 Police Report 14-1469 May-14 May-22 Police UPD 6 Police Report 14-1470 May-14 May-22 Police UPD 7 Police Report 14-1473 May-14 May-22 Police UPD 7 Police Report 14-1474 May-14 May-22 Police UPD 7 Police Report 14-1475 May-14 May-22 Police UPD 7 Police Report 14-1476 May-14 May-22 Police UPD 7 Police Report 14-1477 May-14 May-22 Police UPD 7 Police Report 14-1479 May-14 May-22 Police UPD 7 Police Report 14-1480 May-14 May-22 Police UPD 7 Police Report 14-1482 May-14 May-22 Police UPD 7 Police Report 14-1484 May-14 May-22 Police UPD 7 Police Report 14-1486 May-14 May-22 Police UPD 7 Police Report 14-1487 May-14 May-22 Police UPD 7 Police Report 14-1488 May-14 May-22 Police 53 Page 34 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 7 Police Report 14-1489 May-14 May-22 Police UPD 7 Police Report 14-1490 May-14 May-22 Police UPD 7 Police Report 14-1491 May-14 May-22 Police UPD 7 Police Report 14-1492 May-14 May-22 Police UPD 7 Police Report 14-1493 May-14 May-22 Police UPD 7 Police Report 14-1494 May-14 May-22 Police UPD 7 Police Report 14-1495 May-14 May-22 Police UPD 7 Police Report 14-1496 May-14 May-22 Police UPD 7 Police Report 14-1497 May-14 May-22 Police UPD 7 Police Report 14-1499 May-14 May-22 Police UPD 7 Police Report 14-1502 May-14 May-22 Police UPD 7 Police Report 14-1503 May-14 May-22 Police UPD 7 Police Report 14-1504 May-14 May-22 Police UPD 7 Police Report 14-1505 May-14 May-22 Police UPD 7 Police Report 14-1506 May-14 May-22 Police UPD 7 Police Report 14-1508 May-14 May-22 Police UPD 7 Police Report 14-1509 May-14 May-22 Police UPD 7 Police Report 14-1510 May-14 May-22 Police UPD 7 Police Report 14-1511 May-14 May-22 Police UPD 7 Police Report 14-1512 May-14 May-22 Police UPD 7 Police Report 14-1513 May-14 May-22 Police UPD 7 Police Report 14-1514 May-14 May-22 Police UPD 7 Police Report 14-1515 May-14 May-22 Police UPD 7 Police Report 14-1516 May-14 May-22 Police UPD 7 Police Report 14-1517 May-14 May-22 Police UPD 7 Police Report 14-1518 May-14 May-22 Police UPD 7 Police Report 14-1519 May-14 May-22 Police UPD 7 Police Report 14-1520 May-14 May-22 Police UPD 7 Police Report 14-1521 May-14 May-22 Police UPD 7 Police Report 14-1522 May-14 May-22 Police UPD 7 Police Report 14-1524 May-14 May-22 Police UPD 7 Police Report 14-1525 May-14 May-22 Police UPD 7 Police Report 14-1526 May-14 May-22 Police UPD 7 Police Report 14-1527 May-14 May-22 Police UPD 7 Police Report 14-1530 May-14 May-22 Police UPD 7 Police Report 14-1532 May-14 May-22 Police UPD 7 Police Report 14-1533 May-14 May-22 Police UPD 7 Police Report 14-1534 May-14 May-22 Police UPD 7 Police Report 14-1536 May-14 May-22 Police UPD 7 Police Report 14-1537 May-14 May-22 Police UPD 7 Police Report 14-1538 May-14 May-22 Police UPD 7 Police Report 14-1539 May-14 May-22 Police UPD 7 Police Report 14-1540 May-14 May-22 Police UPD 7 Police Report 14-1541 May-14 May-22 Police UPD 7 Police Report 14-1543 May-14 May-22 Police UPD 7 Police Report 14-1544 May-14 May-22 Police UPD 7 Police Report 14-1546 May-14 May-22 Police UPD 7 Police Report 14-1547 May-14 May-22 Police UPD 7 Police Report 14-1548 May-14 May-22 Police UPD 7 Police Report 14-1549 May-14 May-22 Police UPD 7 Police Report 14-1550 May-14 May-22 Police UPD 7 Police Report 14-1551 May-14 May-22 Police UPD 7 Police Report 14-1553 May-14 May-22 Police UPD 7 Police Report 14-1554 May-14 May-22 Police UPD 7 Police Report 14-1555 May-14 May-22 Police UPD 7 Police Report 14-1556 May-14 May-22 Police UPD 7 Police Report 14-1557 May-14 May-22 Police UPD 7 Police Report 14-1558 May-14 May-22 Police UPD 7 Police Report 14-1559 May-14 May-22 Police UPD 7 Police Report 14-1560 May-14 May-22 Police UPD 7 Police Report 14-1562 May-14 May-22 Police UPD 7 Police Report 14-1563 May-14 May-22 Police UPD 7 Police Report 14-1564 May-14 May-22 Police UPD 7 Police Report 14-1565 May-14 May-22 Police 53 Page 35 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 7 Police Report 14-1567 May-14 May-22 Police UPD 7 Police Report 14-1568 May-14 May-22 Police UPD 7 Police Report 14-1569 May-14 May-22 Police UPD 7 Police Report 14-1570 May-14 May-22 Police UPD 7 Police Report 14-1571 May-14 May-22 Police UPD 7 Police Report 14-1572 May-14 May-22 Police UPD 7 Police Report 14-1574 Jun-14 Jun-22 Police UPD 7 Police Report 14-1575 Jun-14 Jun-22 Police UPD 7 Police Report 14-1576 Jun-14 Jun-22 Police UPD 7 Police Report 14-1577 Jun-14 Jun-22 Police UPD 7 Police Report 14-1579 Jun-14 Jun-22 Police UPD 7 Police Report 14-1580 Jun-14 Jun-22 Police UPD 7 Police Report 14-1581 Jun-14 Jun-22 Police UPD 7 Police Report 14-1582 Jun-14 Jun-22 Police UPD 7 Police Report 14-1583 Jun-14 Jun-22 Police UPD 7 Police Report 14-1584 Jun-14 Jun-22 Police UPD 7 Police Report 14-1585 Jun-14 Jun-22 Police UPD 7 Police Report 14-1586 Jun-14 Jun-22 Police UPD 7 Police Report 14-1587 Jun-14 Jun-22 Police UPD 7 Police Report 14-1588 Jun-14 Jun-22 Police UPD 7 Police Report 14-1589 Jun-14 Jun-22 Police UPD 7 Police Report 14-1591 Jun-14 Jun-22 Police UPD 7 Police Report 14-1592 Jun-14 Jun-22 Police UPD 7 Police Report 14-1593 Jun-14 Jun-22 Police UPD 7 Police Report 14-1594 Jun-14 Jun-22 Police UPD 7 Police Report 14-1595 Jun-14 Jun-22 Police UPD 7 Police Report 14-1596 Jun-14 Jun-22 Police UPD 7 Police Report 14-1597 Jun-14 Jun-22 Police UPD 7 Police Report 14-1598 Jun-14 Jun-22 Police UPD 7 Police Report 14-1599 Jun-14 Jun-22 Police UPD 7 Police Report 14-1601 Jun-14 Jun-22 Police UPD 7 Police Report 14-1602 Jun-14 Jun-22 Police UPD 7 Police Report 14-1603 Jun-14 Jun-22 Police UPD 7 Police Report 14-1604 Jun-14 Jun-22 Police UPD 7 Police Report 14-1605 Jun-14 Jun-22 Police UPD 7 Police Report 14-1608 Jun-14 Jun-22 Police UPD 7 Police Report 14-1609 Jun-14 Jun-22 Police UPD 7 Police Report 14-1611 Jun-14 Jun-22 Police UPD 7 Police Report 14-1614 Jun-14 Jun-22 Police UPD 7 Police Report 14-1615 Jun-14 Jun-22 Police UPD 7 Police Report 14-1616 Jun-14 Jun-22 Police UPD 7 Police Report 14-1618 Jun-14 Jun-22 Police UPD 7 Police Report 14-1619 Jun-14 Jun-22 Police UPD 7 Police Report 14-1624 Jun-14 Jun-22 Police UPD 7 Police Report 14-1627 Jun-14 Jun-22 Police UPD 7 Police Report 14-1628 Jun-14 Jun-22 Police UPD 7 Police Report 14-1629 Jun-14 Jun-22 Police UPD 7 Police Report 14-1630 Jun-14 Jun-22 Police UPD 7 Police Report 14-1631 Jun-14 Jun-22 Police UPD 7 Police Report 14-1632 Jun-14 Jun-22 Police UPD 7 Police Report 14-1633 Jun-14 Jun-22 Police UPD 7 Police Report 14-1634 Jun-14 Jun-22 Police UPD 7 Police Report 14-1635 Jun-14 Jun-22 Police UPD 7 Police Report 14-1636 Jun-14 Jun-22 Police UPD 7 Police Report 14-1637 Jun-14 Jun-22 Police UPD 7 Police Report 14-1638 Jun-14 Jun-22 Police UPD 7 Police Report 14-1639 Jun-14 Jun-22 Police UPD 7 Police Report 14-1641 Jun-14 Jun-22 Police UPD 7 Police Report 14-1642 Jun-14 Jun-22 Police UPD 7 Police Report 14-1643 Jun-14 Jun-22 Police UPD 7 Police Report 14-1645 Jun-14 Jun-22 Police UPD 7 Police Report 14-1647 Jun-14 Jun-22 Police UPD 7 Police Report 14-1648 Jun-14 Jun-22 Police UPD 7 Police Report 14-1649 Jun-14 Jun-22 Police 53 Page 36 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 7 Police Report 14-1650 Jun-14 Jun-22 Police UPD 7 Police Report 14-1651 Jun-14 Jun-22 Police UPD 7 Police Report 14-1653 Jun-14 Jun-22 Police UPD 7 Police Report 14-1654 Jun-14 Jun-22 Police UPD 7 Police Report 14-1655 Jun-14 Jun-22 Police UPD 7 Police Report 14-1656 Jun-14 Jun-22 Police UPD 7 Police Report 14-1658 Jun-14 Jun-22 Police UPD 7 Police Report 14-1659 Jun-14 Jun-22 Police UPD 7 Police Report 14-1660 Jun-14 Jun-22 Police UPD 7 Police Report 14-1661 Jun-14 Jun-22 Police UPD 7 Police Report 14-1662 Jun-14 Jun-22 Police UPD 7 Police Report 14-1663 Jun-14 Jun-22 Police UPD 7 Police Report 14-1664 Jun-14 Jun-22 Police UPD 7 Police Report 14-1667 Jun-14 Jun-22 Police UPD 7 Police Report 14-1668 Jun-14 Jun-22 Police UPD 7 Police Report 14-1669 Jun-14 Jun-22 Police UPD 7 Police Report 14-1670 Jun-14 Jun-22 Police UPD 7 Police Report 14-1671 Jun-14 Jun-22 Police UPD 7 Police Report 14-1672 Jun-14 Jun-22 Police UPD 7 Police Report 14-1677 Jun-14 Jun-22 Police UPD 7 Police Report 14-1678 Jun-14 Jun-22 Police UPD 7 Police Report 14-1680 Jun-14 Jun-22 Police UPD 7 Police Report 14-1681 Jun-14 Jun-22 Police UPD 7 Police Report 14-1682 Jun-14 Jun-22 Police UPD 7 Police Report 14-1689 Jun-14 Jun-22 Police UPD 7 Police Report 14-1690 Jun-14 Jun-22 Police UPD 7 Police Report 14-1691 Jun-14 Jun-22 Police UPD 7 Police Report 14-1692 Jun-14 Jun-22 Police UPD 7 Police Report 14-1693 Jun-14 Jun-22 Police UPD 7 Police Report 14-1694 Jun-14 Jun-22 Police UPD 7 Police Report 14-1695 Jun-14 Jun-22 Police UPD 7 Police Report 14-1696 Jun-14 Jun-22 Police UPD 7 Police Report 14-1697 Jun-14 Jun-22 Police UPD 7 Police Report 14-1698 Jun-14 Jun-22 Police UPD 7 Police Report 14-1699 Jun-14 Jun-22 Police UPD 7 Police Report 14-1700 Jun-14 Jun-22 Police UPD 7 Police Report 14-1701 Jun-14 Jun-22 Police UPD 7 Police Report 14-1702 Jun-14 Jun-22 Police UPD 7 Police Report 14-1703 Jun-14 Jun-22 Police UPD 7 Police Report 14-1704 Jun-14 Jun-22 Police UPD 7 Police Report 14-1706 Jun-14 Jun-22 Police UPD 7 Police Report 14-1707 Jun-14 Jun-22 Police UPD 7 Police Report 14-1708 Jun-14 Jun-22 Police UPD 7 Police Report 14-1709 Jun-14 Jun-22 Police UPD 7 Police Report 14-1710 Jun-14 Jun-22 Police UPD 7 Police Report 14-1711 Jun-14 Jun-22 Police UPD 7 Police Report 14-1712 Jun-14 Jun-22 Police UPD 7 Police Report 14-1713 Jun-14 Jun-22 Police UPD 7 Police Report 14-1714 Jun-14 Jun-22 Police UPD 7 Police Report 14-1715 Jun-14 Jun-22 Police UPD 7 Police Report 14-1716 Jun-14 Jun-22 Police UPD 7 Police Report 14-1717 Jun-14 Jun-22 Police UPD 7 Police Report 14-1718 Jun-14 Jun-22 Police UPD 7 Police Report 14-1719 Jun-14 Jun-22 Police UPD 7 Police Report 14-1721 Jun-14 Jun-22 Police UPD 7 Police Report 14-1722 Jun-14 Jun-22 Police UPD 7 Police Report 14-1723 Jun-14 Jun-22 Police UPD 7 Police Report 14-1724 Jun-14 Jun-22 Police UPD 7 Police Report 14-1725 Jun-14 Jun-22 Police UPD 7 Police Report 14-1726 Jun-14 Jun-22 Police UPD 7 Police Report 14-1728 Jun-14 Jun-22 Police UPD 7 Police Report 14-1730 Jun-14 Jun-22 Police UPD 7 Police Report 14-1731 Jun-14 Jun-22 Police UPD 7 Police Report 14-1732 Jun-14 Jun-22 Police 53 Page 37 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 7 Police Report 14-1733 Jun-14 Jun-22 Police UPD 7 Police Report 14-1734 Jun-14 Jun-22 Police UPD 7 Police Report 14-1735 Jun-14 Jun-22 Police UPD 7 Police Report 14-1736 Jun-14 Jun-22 Police UPD 7 Police Report 14-1738 Jun-14 Jun-22 Police UPD 7 Police Report 14-1739 Jun-14 Jun-22 Police UPD 7 Police Report 14-1740 Jun-14 Jun-22 Police UPD 7 Police Report 14-1742 Jun-14 Jun-22 Police UPD 7 Police Report 14-1743 Jun-14 Jun-22 Police UPD 7 Police Report 14-1744 Jun-14 Jun-22 Police UPD 7 Police Report 14-1746 Jun-14 Jun-22 Police UPD 7 Police Report 14-1747 Jun-14 Jun-22 Police UPD 7 Police Report 14-1748 Jun-14 Jun-22 Police UPD 7 Police Report 14-1749 Jun-14 Jun-22 Police UPD 7 Police Report 14-1750 Jun-14 Jun-22 Police UPD 7 Police Report 14-1751 Jun-14 Jun-22 Police UPD 7 Police Report 14-1752 Jun-14 Jun-22 Police UPD 7 Police Report 14-1753 Jun-14 Jun-22 Police UPD 7 Police Report 14-1754 Jun-14 Jun-22 Police UPD 7 Police Report 14-1757 Jun-14 Jun-22 Police UPD 8 Police Report 14-1758 Jun-14 Jun-22 Police UPD 8 Police Report 14-1760 Jun-14 Jun-22 Police UPD 8 Police Report 14-1761 Jun-14 Jun-22 Police UPD 8 Police Report 14-1762 Jun-14 Jun-22 Police UPD 8 Police Report 14-1763 Jun-14 Jun-22 Police UPD 8 Police Report 14-1764 Jun-14 Jun-22 Police UPD 8 Police Report 14-1765 Jun-14 Jun-22 Police UPD 8 Police Report 14-1768 Jun-14 Jun-22 Police UPD 8 Police Report 14-1769 Jun-14 Jun-22 Police UPD 8 Police Report 14-1770 Jun-14 Jun-22 Police UPD 8 Police Report 14-1771 Jun-14 Jun-22 Police UPD 8 Police Report 14-1772 Jun-14 Jun-22 Police UPD 8 Police Report 14-1773 Jun-14 Jun-22 Police UPD 8 Police Report 14-1774 Jun-14 Jun-22 Police UPD 8 Police Report 14-1775 Jun-14 Jun-22 Police UPD 8 Police Report 14-1776 Jun-14 Jun-22 Police UPD 8 Police Report 14-1778 Jun-14 Jun-22 Police UPD 8 Police Report 14-1780 Jun-14 Jun-22 Police UPD 8 Police Report 14-1781 Jun-14 Jun-22 Police UPD 8 Police Report 14-1782 Jun-14 Jun-22 Police UPD 8 Police Report 14-1783 Jun-14 Jun-22 Police UPD 8 Police Report 14-1784 Jun-14 Jun-22 Police UPD 8 Police Report 14-1785 Jun-14 Jun-22 Police UPD 8 Police Report 14-1786 Jun-14 Jun-22 Police UPD 8 Police Report 14-1787 Jun-14 Jun-22 Police UPD 8 Police Report 14-1788 Jun-14 Jun-22 Police UPD 8 Police Report 14-1789 Jun-14 Jun-22 Police UPD 8 Police Report 14-1791 Jun-14 Jun-22 Police UPD 8 Police Report 14-1792 Jun-14 Jun-22 Police UPD 8 Police Report 14-1793 Jun-14 Jun-22 Police UPD 8 Police Report 14-1794 Jun-14 Jun-22 Police UPD 8 Police Report 14-1795 Jun-14 Jun-22 Police UPD 8 Police Report 14-1796 Jun-14 Jun-22 Police UPD 8 Police Report 14-1797 Jun-14 Jun-22 Police UPD 8 Police Report 14-1798 Jun-14 Jun-22 Police UPD 8 Police Report 14-1799 Jun-14 Jun-22 Police UPD 8 Police Report 14-1800 Jun-14 Jun-22 Police UPD 8 Police Report 14-1801 Jun-14 Jun-22 Police UPD 8 Police Report 14-1802 Jun-14 Jun-22 Police UPD 8 Police Report 14-1803 Jun-14 Jun-22 Police UPD 8 Police Report 14-1804 Jun-14 Jun-22 Police UPD 8 Police Report 14-1805 Jun-14 Jun-22 Police UPD 8 Police Report 14-1806 Jun-14 Jun-22 Police UPD 8 Police Report 14-1807 Jun-14 Jun-22 Police 53 Page 38 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 8 Police Report 14-1808 Jun-14 Jun-22 Police UPD 8 Police Report 14-1809 Jun-14 Jun-22 Police UPD 8 Police Report 14-1810 Jun-14 Jun-22 Police UPD 8 Police Report 14-1811 Jun-14 Jun-22 Police UPD 8 Police Report 14-1812 Jun-14 Jun-22 Police UPD 8 Police Report 14-1813 Jun-14 Jun-22 Police UPD 8 Police Report 14-1814 Jun-14 Jun-22 Police UPD 8 Police Report 14-1815 Jun-14 Jun-22 Police UPD 8 Police Report 14-1816 Jun-14 Jun-22 Police UPD 8 Police Report 14-1818 Jun-14 Jun-22 Police UPD 8 Police Report 14-1819 Jun-14 Jun-22 Police UPD 8 Police Report 14-1820 Jun-14 Jun-22 Police UPD 8 Police Report 14-1821 Jun-14 Jun-22 Police UPD 8 Police Report 14-1822 Jun-14 Jun-22 Police UPD 8 Police Report 14-1823 Jun-14 Jun-22 Police UPD 8 Police Report 14-1824 Jun-14 Jun-22 Police UPD 8 Police Report 14-1825 Jun-14 Jun-22 Police UPD 8 Police Report 14-1826 Jun-14 Jun-22 Police UPD 8 Police Report 14-1827 Jun-14 Jun-22 Police UPD 8 Police Report 14-1828 Jun-14 Jun-22 Police UPD 8 Police Report 14-1831 Jun-14 Jun-22 Police UPD 8 Police Report 14-1832 Jun-14 Jun-22 Police UPD 8 Police Report 14-1833 Jun-14 Jun-22 Police UPD 8 Police Report 14-1834 Jun-14 Jun-22 Police UPD 8 Police Report 14-1835 Jun-14 Jun-22 Police UPD 8 Police Report 14-1836 Jun-14 Jun-22 Police UPD 8 Police Report 14-1837 Jun-14 Jun-22 Police UPD 8 Police Report 14-1838 Jun-14 Jun-22 Police UPD 8 Police Report 14-1839 Jun-14 Jun-22 Police UPD 8 Police Report 14-1840 Jun-14 Jun-22 Police UPD 8 Police Report 14-1841 Jun-14 Jun-22 Police UPD 8 Police Report 14-1842 Jun-14 Jun-22 Police UPD 8 Police Report 14-1843 Jun-14 Jun-22 Police UPD 8 Police Report 14-1844 Jun-14 Jun-22 Police UPD 8 Police Report 14-1845 Jun-14 Jun-22 Police UPD 8 Police Report 14-1846 Jun-14 Jun-22 Police UPD 8 Police Report 14-1847 Jun-14 Jun-22 Police UPD 8 Police Report 14-1848 Jun-14 Jun-22 Police UPD 8 Police Report 14-1849 Jun-14 Jun-22 Police UPD 8 Police Report 14-1850 Jun-14 Jun-22 Police UPD 8 Police Report 14-1851 Jun-14 Jun-22 Police UPD 8 Police Report 14-1852 Jun-14 Jun-22 Police UPD 8 Police Report 14-1853 Jun-14 Jun-22 Police UPD 8 Police Report 14-1854 Jun-14 Jun-22 Police UPD 8 Police Report 14-1855 Jun-14 Jun-22 Police UPD 8 Police Report 14-1858 Jun-14 Jun-22 Police UPD 8 Police Report 14-1860 Jun-14 Jun-22 Police UPD 8 Police Report 14-1861 Jun-14 Jun-22 Police UPD 8 Police Report 14-1862 Jun-14 Jun-22 Police UPD 8 Police Report 14-1863 Jun-14 Jun-22 Police UPD 8 Police Report 14-1864 Jun-14 Jun-22 Police UPD 8 Police Report 14-1865 Jun-14 Jun-22 Police UPD 8 Police Report 14-1866 Jun-14 Jun-22 Police UPD 8 Police Report 14-1867 Jun-14 Jun-22 Police UPD 8 Police Report 14-1868 Jun-14 Jun-22 Police UPD 8 Police Report 14-1869 Jun-14 Jun-22 Police UPD 8 Police Report 14-1870 Jun-14 Jun-22 Police UPD 8 Police Report 14-1871 Jun-14 Jun-22 Police UPD 8 Police Report 14-1872 Jun-14 Jun-22 Police UPD 8 Police Report 14-1873 Jun-14 Jun-22 Police UPD 8 Police Report 14-1874 Jun-14 Jun-22 Police UPD 8 Police Report 14-1875 Jun-14 Jun-22 Police UPD 8 Police Report 14-1876 Jun-14 Jun-22 Police UPD 8 Police Report 14-1877 Jun-14 Jun-22 Police 53 Page 39 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 8 Police Report 14-1879 Jun-14 Jun-22 Police UPD 8 Police Report 14-1880 Jun-14 Jun-22 Police UPD 8 Police Report 14-1882 Jun-14 Jun-22 Police UPD 8 Police Report 14-1883 Jun-14 Jun-22 Police UPD 8 Police Report 14-1884 Jun-14 Jun-22 Police UPD 8 Police Report 14-1886 Jun-14 Jun-22 Police UPD 8 Police Report 14-1887 Jun-14 Jun-22 Police UPD 8 Police Report 14-1888 Jun-14 Jun-22 Police UPD 8 Police Report 14-1889 Jun-14 Jun-22 Police UPD 8 Police Report 14-1890 Jun-14 Jun-22 Police UPD 8 Police Report 14-1891 Jun-14 Jun-22 Police UPD 8 Police Report 14-1892 Jun-14 Jun-22 Police UPD 8 Police Report 14-1893 Jun-14 Jun-22 Police UPD 8 Police Report 14-1894 Jun-14 Jun-22 Police UPD 8 Police Report 14-1895 Jun-14 Jun-22 Police UPD 8 Police Report 14-1896 Jun-14 Jun-22 Police UPD 8 Police Report 14-1898 Jun-14 Jun-22 Police UPD 8 Police Report 14-1899 Jun-14 Jun-22 Police UPD 8 Police Report 14-1900 Jun-14 Jun-22 Police UPD 8 Police Report 14-1902 Jun-14 Jun-22 Police UPD 8 Police Report 14-1903 Jun-14 Jun-22 Police UPD 8 Police Report 14-1904 Jun-14 Jun-22 Police UPD 8 Police Report 14-1905 Jun-14 Jun-22 Police UPD 8 Police Report 14-1906 Jun-14 Jun-22 Police UPD 8 Police Report 14-1907 Jun-14 Jun-22 Police UPD 8 Police Report 14-1908 Jun-14 Jun-22 Police UPD 8 Police Report 14-1909 Jun-14 Jun-22 Police UPD 8 Police Report 14-1910 Jun-14 Jun-22 Police UPD 8 Police Report 14-1911 Jun-14 Jun-22 Police UPD 8 Police Report 14-1912 Jun-14 Jun-22 Police UPD 8 Police Report 14-1913 Jun-14 Jun-22 Police UPD 8 Police Report 14-1914 Jun-14 Jun-22 Police UPD 8 Police Report 14-1915 Jun-14 Jun-22 Police UPD 8 Police Report 14-1916 Jul-14 Jul-22 Police UPD 8 Police Report 14-1918 Jul-14 Jul-22 Police UPD 8 Police Report 14-1919 Jul-14 Jul-22 Police UPD 8 Police Report 14-1921 Jul-14 Jul-22 Police UPD 8 Police Report 14-1922 Jul-14 Jul-22 Police UPD 8 Police Report 14-1923 Jul-14 Jul-22 Police UPD 8 Police Report 14-1927 Jul-14 Jul-22 Police UPD 8 Police Report 14-1928 Jul-14 Jul-22 Police UPD 8 Police Report 14-1929 Jul-14 Jul-22 Police UPD 8 Police Report 14-1930 Jul-14 Jul-22 Police UPD 8 Police Report 14-1931 Jul-14 Jul-22 Police UPD 8 Police Report 14-1933 Jul-14 Jul-22 Police UPD 8 Police Report 14-1934 Jul-14 Jul-22 Police UPD 8 Police Report 14-1935 Jul-14 Jul-22 Police UPD 8 Police Report 14-1936 Jul-14 Jul-22 Police UPD 8 Police Report 14-1937 Jul-14 Jul-22 Police UPD 8 Police Report 14-1938 Jul-14 Jul-22 Police UPD 8 Police Report 14-1939 Jul-14 Jul-22 Police UPD 8 Police Report 14-1940 Jul-14 Jul-22 Police UPD 8 Police Report 14-1942 Jul-14 Jul-22 Police UPD 8 Police Report 14-1944 Jul-14 Jul-22 Police UPD 8 Police Report 14-1945 Jul-14 Jul-22 Police UPD 8 Police Report 14-1946 Jul-14 Jul-22 Police UPD 8 Police Report 14-1947 Jul-14 Jul-22 Police UPD 8 Police Report 14-1948 Jul-14 Jul-22 Police UPD 8 Police Report 14-1949 Jul-14 Jul-22 Police UPD 8 Police Report 14-1950 Jul-14 Jul-22 Police UPD 8 Police Report 14-1951 Jul-14 Jul-22 Police UPD 8 Police Report 14-1952 Jul-14 Jul-22 Police UPD 8 Police Report 14-1953 Jul-14 Jul-22 Police UPD 8 Police Report 14-1954 Jul-14 Jul-22 Police 53 Page 40 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 8 Police Report 14-1955 Jul-14 Jul-22 Police UPD 8 Police Report 14-1956 Jul-14 Jul-22 Police UPD 8 Police Report 14-1957 Jul-14 Jul-22 Police UPD 8 Police Report 14-1959 Jul-14 Jul-22 Police UPD 8 Police Report 14-1960 Jul-14 Jul-22 Police UPD 8 Police Report 14-1961 Jul-14 Jul-22 Police UPD 8 Police Report 14-1962 Jul-14 Jul-22 Police UPD 8 Police Report 14-1966 Jul-14 Jul-22 Police UPD 8 Police Report 14-1967 Jul-14 Jul-22 Police UPD 8 Police Report 14-1968 Jul-14 Jul-22 Police UPD 8 Police Report 14-1969 Jul-14 Jul-22 Police UPD 8 Police Report 14-1970 Jul-14 Jul-22 Police UPD 8 Police Report 14-1971 Jul-14 Jul-22 Police UPD 8 Police Report 14-1972 Jul-14 Jul-22 Police UPD 8 Police Report 14-1973 Jul-14 Jul-22 Police UPD 8 Police Report 14-1974 Jul-14 Jul-22 Police UPD 8 Police Report 14-1975 Jul-14 Jul-22 Police UPD 8 Police Report 14-1976 Jul-14 Jul-22 Police UPD 8 Police Report 14-1977 Jul-14 Jul-22 Police UPD 8 Police Report 14-1979 Jul-14 Jul-22 Police UPD 8 Police Report 14-1980 Jul-14 Jul-22 Police UPD 8 Police Report 14-1981 Jul-14 Jul-22 Police UPD 8 Police Report 14-1982 Jul-14 Jul-22 Police UPD 8 Police Report 14-1983 Jul-14 Jul-22 Police UPD 8 Police Report 14-1984 Jul-14 Jul-22 Police UPD 8 Police Report 14-1985 Jul-14 Jul-22 Police UPD 8 Police Report 14-1986 Jul-14 Jul-22 Police UPD 8 Police Report 14-1987 Jul-14 Jul-22 Police UPD 8 Police Report 14-1988 Jul-14 Jul-22 Police UPD 8 Police Report 14-1990 Jul-14 Jul-22 Police UPD 8 Police Report 14-1991 Jul-14 Jul-22 Police UPD 8 Police Report 14-1997 Jul-14 Jul-22 Police UPD 8 Police Report 14-1998 Jul-14 Jul-22 Police UPD 8 Police Report 14-1999 Jul-14 Jul-22 Police UPD 8 Police Report 14-2001 Jul-14 Jul-22 Police UPD 8 Police Report 14-2002 Jul-14 Jul-22 Police UPD 8 Police Report 14-2003 Jul-14 Jul-22 Police UPD 8 Police Report 14-2004 Jul-14 Jul-22 Police UPD 8 Police Report 14-2005 Jul-14 Jul-22 Police UPD 8 Police Report 14-2006 Jul-14 Jul-22 Police UPD 8 Police Report 14-2007 Jul-14 Jul-22 Police UPD 8 Police Report 14-2008 Jul-14 Jul-22 Police UPD 8 Police Report 14-2009 Jul-14 Jul-22 Police UPD 8 Police Report 14-2010 Jul-14 Jul-22 Police UPD 9 Police Report 14-2012 Jul-14 Jul-22 Police UPD 9 Police Report 14-2013 Jul-14 Jul-22 Police UPD 9 Police Report 14-2014 Jul-14 Jul-22 Police UPD 9 Police Report 14-2015 Jul-14 Jul-22 Police UPD 9 Police Report 14-2016 Jul-14 Jul-22 Police UPD 9 Police Report 14-2017 Jul-14 Jul-22 Police UPD 9 Police Report 14-2018 Jul-14 Jul-22 Police UPD 9 Police Report 14-2019 Jul-14 Jul-22 Police UPD 9 Police Report 14-2020 Jul-14 Jul-22 Police UPD 9 Police Report 14-2021 Jul-14 Jul-22 Police UPD 9 Police Report 14-2022 Jul-14 Jul-22 Police UPD 9 Police Report 14-2023 Jul-14 Jul-22 Police UPD 9 Police Report 14-2024 Jul-14 Jul-22 Police UPD 9 Police Report 14-2025 Jul-14 Jul-22 Police UPD 9 Police Report 14-2026 Jul-14 Jul-22 Police UPD 9 Police Report 14-2027 Jul-14 Jul-22 Police UPD 9 Police Report 14-2028 Jul-14 Jul-22 Police UPD 9 Police Report 14-2029 Jul-14 Jul-22 Police UPD 9 Police Report 14-2030 Jul-14 Jul-22 Police UPD 9 Police Report 14-2031 Jul-14 Jul-22 Police 53 Page 41 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 9 Police Report 14-2032 Jul-14 Jul-22 Police UPD 9 Police Report 14-2033 Jul-14 Jul-22 Police UPD 9 Police Report 14-2034 Jul-14 Jul-22 Police UPD 9 Police Report 14-2035 Jul-14 Jul-22 Police UPD 9 Police Report 14-2036 Jul-14 Jul-22 Police UPD 9 Police Report 14-2038 Jul-14 Jul-22 Police UPD 9 Police Report 14-2040 Jul-14 Jul-22 Police UPD 9 Police Report 14-2041 Jul-14 Jul-22 Police UPD 9 Police Report 14-2042 Jul-14 Jul-22 Police UPD 9 Police Report 14-2043 Jul-14 Jul-22 Police UPD 9 Police Report 14-2046 Jul-14 Jul-22 Police UPD 9 Police Report 14-2047 Jul-14 Jul-22 Police UPD 9 Police Report 14-2048 Jul-14 Jul-22 Police UPD 9 Police Report 14-2049 Jul-14 Jul-22 Police UPD 9 Police Report 14-2050 Jul-14 Jul-22 Police UPD 9 Police Report 14-2051 Jul-14 Jul-22 Police UPD 9 Police Report 14-2052 Jul-14 Jul-22 Police UPD 9 Police Report 14-2053 Jul-14 Jul-22 Police UPD 9 Police Report 14-2054 Jul-14 Jul-22 Police UPD 9 Police Report 14-2055 Jul-14 Jul-22 Police UPD 9 Police Report 14-2056 Jul-14 Jul-22 Police UPD 9 Police Report 14-2057 Jul-14 Jul-22 Police UPD 9 Police Report 14-2058 Jul-14 Jul-22 Police UPD 9 Police Report 14-2059 Jul-14 Jul-22 Police UPD 9 Police Report 14-2060 Jul-14 Jul-22 Police UPD 9 Police Report 14-2061 Jul-14 Jul-22 Police UPD 9 Police Report 14-2062 Jul-14 Jul-22 Police UPD 9 Police Report 14-2063 Jul-14 Jul-22 Police UPD 9 Police Report 14-2064 Jul-14 Jul-22 Police UPD 9 Police Report 14-2065 Jul-14 Jul-22 Police UPD 9 Police Report 14-2067 Jul-14 Jul-22 Police UPD 9 Police Report 14-2069 Jul-14 Jul-22 Police UPD 9 Police Report 14-2070 Jul-14 Jul-22 Police UPD 9 Police Report 14-2071 Jul-14 Jul-22 Police UPD 9 Police Report 14-2072 Jul-14 Jul-22 Police UPD 9 Police Report 14-2074 Jul-14 Jul-22 Police UPD 9 Police Report 14-2075 Jul-14 Jul-22 Police UPD 9 Police Report 14-2076 Jul-14 Jul-22 Police UPD 9 Police Report 14-2077 Jul-14 Jul-22 Police UPD 9 Police Report 14-2078 Jul-14 Jul-22 Police UPD 9 Police Report 14-2079 Jul-14 Jul-22 Police UPD 9 Police Report 14-2080 Jul-14 Jul-22 Police UPD 9 Police Report 14-2081 Jul-14 Jul-22 Police UPD 9 Police Report 14-2082 Jul-14 Jul-22 Police UPD 9 Police Report 14-2083 Jul-14 Jul-22 Police UPD 9 Police Report 14-2084 Jul-14 Jul-22 Police UPD 9 Police Report 14-2085 Jul-14 Jul-22 Police UPD 9 Police Report 14-2086 Jul-14 Jul-22 Police UPD 9 Police Report 14-2087 Jul-14 Jul-22 Police UPD 9 Police Report 14-2088 Jul-14 Jul-22 Police UPD 9 Police Report 14-2089 Jul-14 Jul-22 Police UPD 9 Police Report 14-2090 Jul-14 Jul-22 Police UPD 9 Police Report 14-2091 Jul-14 Jul-22 Police UPD 9 Police Report 14-2092 Jul-14 Jul-22 Police UPD 9 Police Report 14-2093 Jul-14 Jul-22 Police UPD 9 Police Report 14-2094 Jul-14 Jul-22 Police UPD 9 Police Report 14-2095 Jul-14 Jul-22 Police UPD 9 Police Report 14-2096 Jul-14 Jul-22 Police UPD 9 Police Report 14-2097 Jul-14 Jul-22 Police UPD 9 Police Report 14-2098 Jul-14 Jul-22 Police UPD 9 Police Report 14-2099 Jul-14 Jul-22 Police UPD 9 Police Report 14-2100 Jul-14 Jul-22 Police UPD 9 Police Report 14-2101 Jul-14 Jul-22 Police UPD 9 Police Report 14-2102 Jul-14 Jul-22 Police 53 Page 42 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 9 Police Report 14-2103 Jul-14 Jul-22 Police UPD 9 Police Report 14-2104 Jul-14 Jul-22 Police UPD 9 Police Report 14-2105 Jul-14 Jul-22 Police UPD 9 Police Report 14-2106 Jul-14 Jul-22 Police UPD 9 Police Report 14-2107 Jul-14 Jul-22 Police UPD 9 Police Report 14-2108 Jul-14 Jul-22 Police UPD 9 Police Report 14-2109 Jul-14 Jul-22 Police UPD 9 Police Report 14-2110 Jul-14 Jul-22 Police UPD 9 Police Report 14-2111 Jul-14 Jul-22 Police UPD 9 Police Report 14-2112 Jul-14 Jul-22 Police UPD 9 Police Report 14-2113 Jul-14 Jul-22 Police UPD 9 Police Report 14-2114 Jul-14 Jul-22 Police UPD 9 Police Report 14-2115 Jul-14 Jul-22 Police UPD 9 Police Report 14-2116 Jul-14 Jul-22 Police UPD 9 Police Report 14-2117 Jul-14 Jul-22 Police UPD 9 Police Report 14-2118 Jul-14 Jul-22 Police UPD 9 Police Report 14-2119 Jul-14 Jul-22 Police UPD 9 Police Report 14-2120 Jul-14 Jul-22 Police UPD 9 Police Report 14-2121 Jul-14 Jul-22 Police UPD 9 Police Report 14-2122 Jul-14 Jul-22 Police UPD 9 Police Report 14-2123 Jul-14 Jul-22 Police UPD 9 Police Report 14-2124 Jul-14 Jul-22 Police UPD 9 Police Report 14-2125 Jul-14 Jul-22 Police UPD 9 Police Report 14-2126 Jul-14 Jul-22 Police UPD 9 Police Report 14-2127 Jul-14 Jul-22 Police UPD 9 Police Report 14-2128 Jul-14 Jul-22 Police UPD 9 Police Report 14-2129 Jul-14 Jul-22 Police UPD 9 Police Report 14-2130 Jul-14 Jul-22 Police UPD 9 Police Report 14-2131 Jul-14 Jul-22 Police UPD 9 Police Report 14-2132 Jul-14 Jul-22 Police UPD 9 Police Report 14-2133 Jul-14 Jul-22 Police UPD 9 Police Report 14-2134 Jul-14 Jul-22 Police UPD 9 Police Report 14-2135 Jul-14 Jul-22 Police UPD 9 Police Report 14-2136 Jul-14 Jul-22 Police UPD 9 Police Report 14-2137 Jul-14 Jul-22 Police UPD 9 Police Report 14-2138 Jul-14 Jul-22 Police UPD 9 Police Report 14-2139 Jul-14 Jul-22 Police UPD 9 Police Report 14-2143 Jul-14 Jul-22 Police UPD 9 Police Report 14-2144 Jul-14 Jul-22 Police UPD 9 Police Report 14-2146 Jul-14 Jul-22 Police UPD 9 Police Report 14-2147 Jul-14 Jul-22 Police UPD 9 Police Report 14-2148 Jul-14 Jul-22 Police UPD 9 Police Report 14-2149 Jul-14 Jul-22 Police UPD 9 Police Report 14-2150 Jul-14 Jul-22 Police UPD 9 Police Report 14-2151 Jul-14 Jul-22 Police UPD 9 Police Report 14-2153 Jul-14 Jul-22 Police UPD 9 Police Report 14-2155 Jul-14 Jul-22 Police UPD 9 Police Report 14-2156 Jul-14 Jul-22 Police UPD 9 Police Report 14-2157 Jul-14 Jul-22 Police UPD 9 Police Report 14-2158 Jul-14 Jul-22 Police UPD 9 Police Report 14-2159 Jul-14 Jul-22 Police UPD 9 Police Report 14-2160 Jul-14 Jul-22 Police UPD 9 Police Report 14-2161 Jul-14 Jul-22 Police UPD 9 Police Report 14-2162 Jul-14 Jul-22 Police UPD 9 Police Report 14-2163 Jul-14 Jul-22 Police UPD 9 Police Report 14-2164 Jul-14 Jul-22 Police UPD 9 Police Report 14-2165 Jul-14 Jul-22 Police UPD 9 Police Report 14-2166 Jul-14 Jul-22 Police UPD 9 Police Report 14-2167 Jul-14 Jul-22 Police UPD 9 Police Report 14-2168 Jul-14 Jul-22 Police UPD 9 Police Report 14-2169 Jul-14 Jul-22 Police UPD 9 Police Report 14-2170 Jul-14 Jul-22 Police UPD 9 Police Report 14-2171 Jul-14 Jul-22 Police UPD 9 Police Report 14-2172 Jul-14 Jul-22 Police 53 Page 43 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 9 Police Report 14-2173 Jul-14 Jul-22 Police UPD 9 Police Report 14-2174 Jul-14 Jul-22 Police UPD 9 Police Report 14-2175 Jul-14 Jul-22 Police UPD 9 Police Report 14-2176 Jul-14 Jul-22 Police UPD 9 Police Report 14-2177 Jul-14 Jul-22 Police UPD 9 Police Report 14-2178 Jul-14 Jul-22 Police UPD 9 Police Report 14-2179 Jul-14 Jul-22 Police UPD 9 Police Report 14-2180 Jul-14 Jul-22 Police UPD 9 Police Report 14-2181 Jul-14 Jul-22 Police UPD 9 Police Report 14-2182 Jul-14 Jul-22 Police UPD 9 Police Report 142183 Jul-14 Jul-22 Police UPD 9 Police Report 14-2184 Jul-14 Jul-22 Police UPD 9 Police Report 14-2185 Jul-14 Jul-22 Police UPD 9 Police Report 14-2186 Jul-14 Jul-22 Police UPD 9 Police Report 14-2187 Jul-14 Jul-22 Police UPD 9 Police Report 14-2188 Jul-14 Jul-22 Police UPD 9 Police Report 14-2189 Jul-14 Jul-22 Police UPD 9 Police Report 14-2190 Jul-14 Jul-22 Police UPD 9 Police Report 14-2191 Jul-14 Jul-22 Police UPD 9 Police Report 14-2192 Jul-14 Jul-22 Police UPD 9 Police Report 14-2194 Jul-14 Jul-22 Police UPD 9 Police Report 14-2196 Jul-14 Jul-22 Police UPD 9 Police Report 14-2197 Jul-14 Jul-22 Police UPD 9 Police Report 14-2199 Jul-14 Jul-22 Police UPD 9 Police Report 14-2200 Jul-14 Jul-22 Police UPD 9 Police Report 14-2201 Jul-14 Jul-22 Police UPD 9 Police Report 14-2202 Jul-14 Jul-22 Police UPD 9 Police Report 14-2203 Jul-14 Jul-22 Police UPD 9 Police Report 14-2204 Jul-14 Jul-22 Police UPD 9 Police Report 14-2205 Jul-14 Jul-22 Police UPD 9 Police Report 14-2206 Jul-14 Jul-22 Police UPD 9 Police Report 14-2207 Jul-14 Jul-22 Police UPD 9 Police Report 14-2208 Jul-14 Jul-22 Police UPD 9 Police Report 14-2209 Jul-14 Jul-22 Police UPD 9 Police Report 14-2210 Jul-14 Jul-22 Police UPD 9 Police Report 14-2212 Jul-14 Jul-22 Police UPD 9 Police Report 14-2213 Jul-14 Jul-22 Police UPD 9 Police Report 14-2214 Jul-14 Jul-22 Police UPD 9 Police Report 14-2215 Jul-14 Jul-22 Police UPD 9 Police Report 14-2216 Jul-14 Jul-22 Police UPD 9 Police Report 14-2217 Jul-14 Jul-22 Police UPD 9 Police Report 14-2218 Jul-14 Jul-22 Police UPD 9 Police Report 14-2219 Jul-14 Jul-22 Police UPD 9 Police Report 14-2220 Jul-14 Jul-22 Police UPD 9 Police Report 14-2221 Jul-14 Jul-22 Police UPD 9 Police Report 14-2222 Jul-14 Jul-22 Police UPD 9 Police Report 14-2223 Jul-14 Jul-22 Police UPD 9 Police Report 14-2224 Jul-14 Jul-22 Police UPD 9 Police Report 14-2225 Jul-14 Jul-22 Police UPD 9 Police Report 14-2227 Jul-14 Jul-22 Police UPD 9 Police Report 14-2228 Jul-14 Jul-22 Police UPD 9 Police Report 14-2230 Jul-14 Jul-22 Police UPD 9 Police Report 14-2231 Jul-14 Jul-22 Police UPD 9 Police Report 14-2233 Jul-14 Jul-22 Police UPD 9 Police Report 14-2234 Jul-14 Jul-22 Police UPD 9 Police Report 14-2235 Jul-14 Jul-22 Police UPD 9 Police Report 14-2236 Jul-14 Jul-22 Police UPD 9 Police Report 14-2237 Jul-14 Jul-22 Police UPD 9 Police Report 14-2238 Jul-14 Jul-22 Police UPD 9 Police Report 14-2239 Jul-14 Jul-22 Police UPD 9 Police Report 14-2242 Jul-14 Jul-22 Police UPD 9 Police Report 14-2243 Jul-14 Jul-22 Police UPD 9 Police Report 14-2244 Jul-14 Jul-22 Police UPD 9 Police Report 14-2246 Jul-14 Jul-22 Police 53 Page 44 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 9 Police Report 14-2247 Jul-14 Jul-22 Police UPD 9 Police Report 14-2248 Jul-14 Jul-22 Police UPD 9 Police Report 14-2249 Jul-14 Jul-22 Police UPD 9 Police Report 14-2251 Jul-14 Jul-22 Police UPD 9 Police Report 14-2252 Jul-14 Jul-22 Police UPD 9 Police Report 14-2254 Jul-14 Jul-22 Police UPD 9 Police Report 14-2263 Jul-14 Jul-22 Police UPD 9 Police Report 14-2264 Jul-14 Jul-22 Police UPD 9 Police Report 14-2265 Jul-14 Jul-22 Police UPD 9 Police Report 14-2266 Jul-14 Jul-22 Police UPD 9 Police Report 14-2267 Jul-14 Jul-22 Police UPD 9 Police Report 14-2268 Jul-14 Jul-22 Police UPD 9 Police Report 14-2269 Jul-14 Jul-22 Police UPD 9 Police Report 14-2270 Jul-14 Jul-22 Police UPD 9 Police Report 14-2273 Jul-14 Jul-22 Police UPD 9 Police Report 14-2274 Jul-14 Jul-22 Police UPD 9 Police Report 14-2275 Jul-14 Jul-22 Police UPD 9 Police Report 14-2276 Jul-14 Jul-22 Police UPD 9 Police Report 14-2277 Jul-14 Jul-22 Police UPD 9 Police Report 14-2278 Jul-14 Jul-22 Police UPD 9 Police Report 14-2279 Aug-14 Aug-22 Police UPD 9 Police Report 14-2280 Aug-14 Aug-22 Police UPD 10 Police Report 14-2281 Aug-14 Aug-22 Police UPD 10 Police Report 14-2283 Aug-14 Aug-22 Police UPD 10 Police Report 14-2284 Aug-14 Aug-22 Police UPD 10 Police Report 14-2285 Aug-14 Aug-22 Police UPD 10 Police Report 14-2286 Aug-14 Aug-22 Police UPD 10 Police Report 14-2287 Aug-14 Aug-22 Police UPD 10 Police Report 14-2288 Aug-14 Aug-22 Police UPD 10 Police Report 14-2289 Aug-14 Aug-22 Police UPD 10 Police Report 14-2290 Aug-14 Aug-22 Police UPD 10 Police Report 14-2291 Aug-14 Aug-22 Police UPD 10 Police Report 14-2292 Aug-14 Aug-22 Police UPD 10 Police Report 14-2293 Aug-14 Aug-22 Police UPD 10 Police Report 14-2294 Aug-14 Aug-22 Police UPD 10 Police Report 14-2295 Aug-14 Aug-22 Police UPD 10 Police Report 14-2296 Aug-14 Aug-22 Police UPD 10 Police Report 14-2297 Aug-14 Aug-22 Police UPD 10 Police Report 14-2299 Aug-14 Aug-22 Police UPD 10 Police Report 14-2300 Aug-14 Aug-22 Police UPD 10 Police Report 14-2301 Aug-14 Aug-22 Police UPD 10 Police Report 14-2302 Aug-14 Aug-22 Police UPD 10 Police Report 14-2303 Aug-14 Aug-22 Police UPD 10 Police Report 14-2304 Aug-14 Aug-22 Police UPD 10 Police Report 14-2305 Aug-14 Aug-22 Police UPD 10 Police Report 14-2306 Aug-14 Aug-22 Police UPD 10 Police Report 14-2307 Aug-14 Aug-22 Police UPD 10 Police Report 14-2308 Aug-14 Aug-22 Police UPD 10 Police Report 14-2309 Aug-14 Aug-22 Police UPD 10 Police Report 14-2310 Aug-14 Aug-22 Police UPD 10 Police Report 14-2314 Aug-14 Aug-22 Police UPD 10 Police Report 14-2317 Aug-14 Aug-22 Police UPD 10 Police Report 14-2318 Aug-14 Aug-22 Police UPD 10 Police Report 14-2319 Aug-14 Aug-22 Police UPD 10 Police Report 14-2320 Aug-14 Aug-22 Police UPD 10 Police Report 14-2322 Aug-14 Aug-22 Police UPD 10 Police Report 14-2323 Aug-14 Aug-22 Police UPD 10 Police Report 14-2324 Aug-14 Aug-22 Police UPD 10 Police Report 14-2325 Aug-14 Aug-22 Police UPD 10 Police Report 14-2326 Aug-14 Aug-22 Police UPD 10 Police Report 14-2327 Aug-14 Aug-22 Police UPD 10 Police Report 14-2329 Aug-14 Aug-22 Police UPD 10 Police Report 14-2330 Aug-14 Aug-22 Police UPD 10 Police Report 14-2331 Aug-14 Aug-22 Police 53 Page 45 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 10 Police Report 14-2332 Aug-14 Aug-22 Police UPD 10 Police Report 14-2333 Aug-14 Aug-22 Police UPD 10 Police Report 14-2334 Aug-14 Aug-22 Police UPD 10 Police Report 14-2335 Aug-14 Aug-22 Police UPD 10 Police Report 14-2337 Aug-14 Aug-22 Police UPD 10 Police Report 14-2338 Aug-14 Aug-22 Police UPD 10 Police Report 14-2339 Aug-14 Aug-22 Police UPD 10 Police Report 14-2340 Aug-14 Aug-22 Police UPD 10 Police Report 14-2341 Aug-14 Aug-22 Police UPD 10 Police Report 14-2342 Aug-14 Aug-22 Police UPD 10 Police Report 14-2343 Aug-14 Aug-22 Police UPD 10 Police Report 14-2344 Aug-14 Aug-22 Police UPD 10 Police Report 14-2345 Aug-14 Aug-22 Police UPD 10 Police Report 14-2346 Aug-14 Aug-22 Police UPD 10 Police Report 14-2347 Aug-14 Aug-22 Police UPD 10 Police Report 14-2348 Aug-14 Aug-22 Police UPD 10 Police Report 14-2349 Aug-14 Aug-22 Police UPD 10 Police Report 14-2350 Aug-14 Aug-22 Police UPD 10 Police Report 14-2351 Aug-14 Aug-22 Police UPD 10 Police Report 14-2352 Aug-14 Aug-22 Police UPD 10 Police Report 14-2353 Aug-14 Aug-22 Police UPD 10 Police Report 14-2354 Aug-14 Aug-22 Police UPD 10 Police Report 14-2355 Aug-14 Aug-22 Police UPD 10 Police Report 14-2356 Aug-14 Aug-22 Police UPD 10 Police Report 14-2357 Aug-14 Aug-22 Police UPD 10 Police Report 14-2358 Aug-14 Aug-22 Police UPD 10 Police Report 14-2359 Aug-14 Aug-22 Police UPD 10 Police Report 14-2360 Aug-14 Aug-22 Police UPD 10 Police Report 14-2361 Aug-14 Aug-22 Police UPD 10 Police Report 14-2362 Aug-14 Aug-22 Police UPD 10 Police Report 14-2363 Aug-14 Aug-22 Police UPD 10 Police Report 14-2364 Aug-14 Aug-22 Police UPD 10 Police Report 14-2365 Aug-14 Aug-22 Police UPD 10 Police Report 14-2366 Aug-14 Aug-22 Police UPD 10 Police Report 14-2367 Aug-14 Aug-22 Police UPD 10 Police Report 14-2368 Aug-14 Aug-22 Police UPD 10 Police Report 14-2369 Aug-14 Aug-22 Police UPD 10 Police Report 14-2370 Aug-14 Aug-22 Police UPD 10 Police Report 14-2371 Aug-14 Aug-22 Police UPD 10 Police Report 14-2372 Aug-14 Aug-22 Police UPD 10 Police Report 14-2373 Aug-14 Aug-22 Police UPD 10 Police Report 14-2374 Aug-14 Aug-22 Police UPD 10 Police Report 14-2376 Aug-14 Aug-22 Police UPD 10 Police Report 14-2377 Aug-14 Aug-22 Police UPD 10 Police Report 14-2378 Aug-14 Aug-22 Police UPD 10 Police Report 14-2379 Aug-14 Aug-22 Police UPD 10 Police Report 14-2380 Aug-14 Aug-22 Police UPD 10 Police Report 14-2381 Aug-14 Aug-22 Police UPD 10 Police Report 14-2382 Aug-14 Aug-22 Police UPD 10 Police Report 14-2383 Aug-14 Aug-22 Police UPD 10 Police Report 14-2384 Aug-14 Aug-22 Police UPD 10 Police Report 14-2385 Aug-14 Aug-22 Police UPD 10 Police Report 14-2386 Aug-14 Aug-22 Police UPD 10 Police Report 14-2387 Aug-14 Aug-22 Police UPD 10 Police Report 14-2388 Aug-14 Aug-22 Police UPD 10 Police Report 14-2389 Aug-14 Aug-22 Police UPD 10 Police Report 14-2390 Aug-14 Aug-22 Police UPD 10 Police Report 14-2391 Aug-14 Aug-22 Police UPD 10 Police Report 14-2392 Aug-14 Aug-22 Police UPD 10 Police Report 14-2393 Aug-14 Aug-22 Police UPD 10 Police Report 14-2394 Aug-14 Aug-22 Police UPD 10 Police Report 14-2395 Aug-14 Aug-22 Police UPD 10 Police Report 14-2396 Aug-14 Aug-22 Police UPD 10 Police Report 14-2397 Aug-14 Aug-22 Police 53 Page 46 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 10 Police Report 14-2398 Aug-14 Aug-22 Police UPD 10 Police Report 14-2399 Aug-14 Aug-22 Police UPD 10 Police Report 14-2400 Aug-14 Aug-22 Police UPD 10 Police Report 14-2401 Aug-14 Aug-22 Police UPD 10 Police Report 14-2402 Aug-14 Aug-22 Police UPD 10 Police Report 14-2403 Aug-14 Aug-22 Police UPD 10 Police Report 14-2404 Aug-14 Aug-22 Police UPD 10 Police Report 14-2405 Aug-14 Aug-22 Police UPD 10 Police Report 14-2406 Aug-14 Aug-22 Police UPD 10 Police Report 14-2407 Aug-14 Aug-22 Police UPD 10 Police Report 14-2408 Aug-14 Aug-22 Police UPD 10 Police Report 14-2409 Aug-14 Aug-22 Police UPD 10 Police Report 14-2410 Aug-14 Aug-22 Police UPD 10 Police Report 14-2411 Aug-14 Aug-22 Police UPD 10 Police Report 14-2412 Aug-14 Aug-22 Police UPD 10 Police Report 14-2413 Aug-14 Aug-22 Police UPD 10 Police Report 14-2414 Aug-14 Aug-22 Police UPD 10 Police Report 14-2415 Aug-14 Aug-22 Police UPD 10 Police Report 14-2416 Aug-14 Aug-22 Police UPD 10 Police Report 14-2417 Aug-14 Aug-22 Police UPD 10 Police Report 14-2418 Aug-14 Aug-22 Police UPD 10 Police Report 14-2419 Aug-14 Aug-22 Police UPD 10 Police Report 14-2420 Aug-14 Aug-22 Police UPD 10 Police Report 14-2422 Aug-14 Aug-22 Police UPD 10 Police Report 14-2423 Aug-14 Aug-22 Police UPD 10 Police Report 14-2424 Aug-14 Aug-22 Police UPD 10 Police Report 14-2427 Aug-14 Aug-22 Police UPD 10 Police Report 14-2428 Aug-14 Aug-22 Police UPD 10 Police Report 14-2429 Aug-14 Aug-22 Police UPD 10 Police Report 14-2430 Aug-14 Aug-22 Police UPD 10 Police Report 14-2431 Aug-14 Aug-22 Police UPD 10 Police Report 14-2432 Aug-14 Aug-22 Police UPD 10 Police Report 14-2433 Aug-14 Aug-22 Police UPD 10 Police Report 14-2434 Aug-14 Aug-22 Police UPD 10 Police Report 14-2435 Aug-14 Aug-22 Police UPD 10 Police Report 14-2436 Aug-14 Aug-22 Police UPD 10 Police Report 14-2437 Aug-14 Aug-22 Police UPD 10 Police Report 14-2438 Aug-14 Aug-22 Police UPD 10 Police Report 14-2439 Aug-14 Aug-22 Police UPD 10 Police Report 14-2440 Aug-14 Aug-22 Police UPD 10 Police Report 14-2441 Aug-14 Aug-22 Police UPD 10 Police Report 14-2442 Aug-14 Aug-22 Police UPD 10 Police Report 14-2443 Aug-14 Aug-22 Police UPD 10 Police Report 14-2444 Aug-14 Aug-22 Police UPD 10 Police Report 14-2445 Aug-14 Aug-22 Police UPD 10 Police Report 14-2446 Aug-14 Aug-22 Police UPD 10 Police Report 14-2447 Aug-14 Aug-22 Police UPD 10 Police Report 14-2448 Aug-14 Aug-22 Police UPD 10 Police Report 14-2449 Aug-14 Aug-22 Police UPD 10 Police Report 14-2450 Aug-14 Aug-22 Police UPD 10 Police Report 14-2451 Aug-14 Aug-22 Police UPD 10 Police Report 14-2452 Aug-14 Aug-22 Police UPD 10 Police Report 14-2454 Aug-14 Aug-22 Police UPD 10 Police Report 14-2460 Aug-14 Aug-22 Police UPD 10 Police Report 14-2461 Aug-14 Aug-22 Police UPD 10 Police Report 14-2463 Aug-14 Aug-22 Police UPD 10 Police Report 14-2464 Aug-14 Aug-22 Police UPD 10 Police Report 14-2465 Aug-14 Aug-22 Police UPD 10 Police Report 14-2466 Aug-14 Aug-22 Police UPD 10 Police Report 14-2467 Aug-14 Aug-22 Police UPD 10 Police Report 14-2468 Aug-14 Aug-22 Police UPD 10 Police Report 14-2469 Aug-14 Aug-22 Police UPD 10 Police Report 14-2470 Aug-14 Aug-22 Police UPD 10 Police Report 14-2471 Aug-14 Aug-22 Police 53 Page 47 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 10 Police Report 14-2472 Aug-14 Aug-22 Police UPD 10 Police Report 14-2473 Aug-14 Aug-22 Police UPD 10 Police Report 14-2474 Aug-14 Aug-22 Police UPD 10 Police Report 14-2475 Aug-14 Aug-22 Police UPD 10 Police Report 14-2476 Aug-14 Aug-22 Police UPD 10 Police Report 14-2477 Aug-14 Aug-22 Police UPD 10 Police Report 14-2478 Aug-14 Aug-22 Police UPD 10 Police Report 14-2479 Aug-14 Aug-22 Police UPD 10 Police Report 14-2480 Aug-14 Aug-22 Police UPD 10 Police Report 14-2481 Aug-14 Aug-22 Police UPD 10 Police Report 14-2482 Aug-14 Aug-22 Police UPD 10 Police Report 14-2483 Aug-14 Aug-22 Police UPD 10 Police Report 14-2484 Aug-14 Aug-22 Police UPD 10 Police Report 14-2485 Aug-14 Aug-22 Police UPD 10 Police Report 14-2486 Aug-14 Aug-22 Police UPD 10 Police Report 14-2487 Aug-14 Aug-22 Police UPD 10 Police Report 14-2488 Aug-14 Aug-22 Police UPD 10 Police Report 14-2489 Aug-14 Aug-22 Police UPD 10 Police Report 14-2490 Aug-14 Aug-22 Police UPD 10 Police Report 14-2491 Aug-14 Aug-22 Police UPD 10 Police Report 14-2492 Aug-14 Aug-22 Police UPD 10 Police Report 14-2493 Aug-14 Aug-22 Police UPD 10 Police Report 14-2494 Aug-14 Aug-22 Police UPD 10 Police Report 14-2495 Aug-14 Aug-22 Police UPD 10 Police Report 14-2496 Aug-14 Aug-22 Police UPD 10 Police Report 14-2497 Aug-14 Aug-22 Police UPD 10 Police Report 14-2499 Aug-14 Aug-22 Police UPD 10 Police Report 14-2500 Aug-14 Aug-22 Police UPD 10 Police Report 14-2501 Aug-14 Aug-22 Police UPD 10 Police Report 14-2502 Aug-14 Aug-22 Police UPD 10 Police Report 14-2503 Aug-14 Aug-22 Police UPD 10 Police Report 14-2504 Aug-14 Aug-22 Police UPD 10 Police Report 14-2505 Aug-14 Aug-22 Police UPD 10 Police Report 14-2507 Aug-14 Aug-22 Police UPD 10 Police Report 14-2508 Aug-14 Aug-22 Police UPD 10 Police Report 14-2509 Aug-14 Aug-22 Police UPD 10 Police Report 14-2512 Aug-14 Aug-22 Police UPD 10 Police Report 14-2513 Aug-14 Aug-22 Police UPD 10 Police Report 14-2514 Aug-14 Aug-22 Police UPD 10 Police Report 14-2515 Aug-14 Aug-22 Police UPD 10 Police Report 14-2516 Aug-14 Aug-22 Police UPD 10 Police Report 14-2518 Aug-14 Aug-22 Police UPD 10 Police Report 14-2519 Aug-14 Aug-22 Police UPD 10 Police Report 14-2520 Aug-14 Aug-22 Police UPD 10 Police Report 14-2521 Aug-14 Aug-22 Police UPD 10 Police Report 14-2522 Aug-14 Aug-22 Police UPD 10 Police Report 14-2523 Aug-14 Aug-22 Police UPD 10 Police Report 14-2527 Aug-14 Aug-22 Police UPD 10 Police Report 14-2529 Aug-14 Aug-22 Police UPD 10 Police Report 14-2530 Aug-14 Aug-22 Police UPD 10 Police Report 14-2531 Aug-14 Aug-22 Police UPD 10 Police Report 14-2532 Aug-14 Aug-22 Police UPD 10 Police Report 14-2533 Aug-14 Aug-22 Police UPD 10 Police Report 14-2534 Aug-14 Aug-22 Police UPD 10 Police Report 14-2535 Aug-14 Aug-22 Police UPD 10 Police Report 14-2536 Aug-14 Aug-22 Police UPD 10 Police Report 14-2537 Aug-14 Aug-22 Police UPD 10 Police Report 14-2538 Aug-14 Aug-22 Police UPD 10 Police Report 14-2539 Aug-14 Aug-22 Police UPD 10 Police Report 14-2540 Aug-14 Aug-22 Police UPD 10 Police Report 14-2541 Aug-14 Aug-22 Police UPD 10 Police Report 14-2542 Aug-14 Aug-22 Police UPD 10 Police Report 14-2543 Aug-14 Aug-22 Police UPD 10 Police Report 14-2544 Aug-14 Aug-22 Police 53 Page 48 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 10 Police Report 14-2545 Aug-14 Aug-22 Police UPD 10 Police Report 14-2546 Aug-14 Aug-22 Police UPD 10 Police Report 14-2547 Aug-14 Aug-22 Police UPD 10 Police Report 14-2548 Aug-14 Aug-22 Police UPD 10 Police Report 14-2549 Aug-14 Aug-22 Police UPD 10 Police Report 14-2550 Aug-14 Aug-22 Police UPD 10 Police Report 14-2551 Aug-14 Aug-22 Police UPD 10 Police Report 14-2552 Aug-14 Aug-22 Police UPD 10 Police Report 14-2553 Aug-14 Aug-22 Police UPD 10 Police Report 14-2554 Aug-14 Aug-22 Police UPD 10 Police Report 14-2555 Aug-14 Aug-22 Police UPD 10 Police Report 14-2556 Aug-14 Aug-22 Police UPD 10 Police Report 14-2557 Aug-14 Aug-22 Police UPD 10 Police Report 14-2558 Aug-14 Aug-22 Police UPD 10 Police Report 14-2559 Aug-14 Aug-22 Police UPD 10 Police Report 14-2560 Aug-14 Aug-22 Police UPD 10 Police Report 14-2561 Aug-14 Aug-22 Police UPD 10 Police Report 14-2562 Aug-14 Aug-22 Police UPD 10 Police Report 14-2563 Aug-14 Aug-22 Police UPD 10 Police Report 14-2564 Aug-14 Aug-22 Police UPD 10 Police Report 14-2565 Aug-14 Aug-22 Police UPD 10 Police Report 14-2566 Aug-14 Aug-22 Police UPD 10 Police Report 14-2567 Aug-14 Aug-22 Police UPD 10 Police Report 14-2568 Aug-14 Aug-22 Police UPD 11 Police Report 14-2569 Aug-14 Aug-22 Police UPD 11 Police Report 14-2570 Aug-14 Aug-22 Police UPD 11 Police Report 14-2572 Aug-14 Aug-22 Police UPD 11 Police Report 14-2573 Aug-14 Aug-22 Police UPD 11 Police Report 14-2574 Aug-14 Aug-22 Police UPD 11 Police Report 14-2575 Aug-14 Aug-22 Police UPD 11 Police Report 14-2576 Aug-14 Aug-22 Police UPD 11 Police Report 14-2577 Aug-14 Aug-22 Police UPD 11 Police Report 14-2578 Aug-14 Aug-22 Police UPD 11 Police Report 14-2579 Aug-14 Aug-22 Police UPD 11 Police Report 14-2580 Aug-14 Aug-22 Police UPD 11 Police Report 14-2581 Aug-14 Aug-22 Police UPD 11 Police Report 14-2582 Aug-14 Aug-22 Police UPD 11 Police Report 14-2583 Aug-14 Aug-22 Police UPD 11 Police Report 14-2584 Aug-14 Aug-22 Police UPD 11 Police Report 14-2585 Aug-14 Aug-22 Police UPD 11 Police Report 14-2586 Aug-14 Aug-22 Police UPD 11 Police Report 14-2587 Aug-14 Aug-22 Police UPD 11 Police Report 14-2588 Aug-14 Aug-22 Police UPD 11 Police Report 14-2589 Aug-14 Aug-22 Police UPD 11 Police Report 14-2590 Aug-14 Aug-22 Police UPD 11 Police Report 14-2591 Aug-14 Aug-22 Police UPD 11 Police Report 14-2592 Aug-14 Aug-22 Police UPD 11 Police Report 14-2593 Aug-14 Aug-22 Police UPD 11 Police Report 14-2594 Aug-14 Aug-22 Police UPD 11 Police Report 14-2595 Aug-14 Aug-22 Police UPD 11 Police Report 14-2596 Aug-14 Aug-22 Police UPD 11 Police Report 14-2597 Aug-14 Aug-22 Police UPD 11 Police Report 14-2598 Aug-14 Aug-22 Police UPD 11 Police Report 14-2599 Aug-14 Aug-22 Police UPD 11 Police Report 14-2600 Aug-14 Aug-22 Police UPD 11 Police Report 14-2601 Aug-14 Aug-22 Police UPD 11 Police Report 14-2602 Aug-14 Aug-22 Police UPD 11 Police Report 14-2603 Aug-14 Aug-22 Police UPD 11 Police Report 14-2604 Aug-14 Aug-22 Police UPD 11 Police Report 14-2605 Aug-14 Aug-22 Police UPD 11 Police Report 14-2606 Aug-14 Aug-22 Police UPD 11 Police Report 14-2607 Aug-14 Aug-22 Police UPD 11 Police Report 14-2608 Aug-14 Aug-22 Police UPD 11 Police Report 14-2609 Aug-14 Aug-22 Police 53 Page 49 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 11 Police Report 14-2610 Aug-14 Aug-22 Police UPD 11 Police Report 14-2611 Aug-14 Aug-22 Police UPD 11 Police Report 14-2612 Aug-14 Aug-22 Police UPD 11 Police Report 14-2613 Aug-14 Aug-22 Police UPD 11 Police Report 14-2614 Aug-14 Aug-22 Police UPD 11 Police Report 14-2615 Aug-14 Aug-22 Police UPD 11 Police Report 14-2616 Aug-14 Aug-22 Police UPD 11 Police Report 14-2617 Aug-14 Aug-22 Police UPD 11 Police Report 14-2618 Aug-14 Aug-22 Police UPD 11 Police Report 14-2619 Aug-14 Aug-22 Police UPD 11 Police Report 14-2620 Aug-14 Aug-22 Police UPD 11 Police Report 14-2621 Aug-14 Aug-22 Police UPD 11 Police Report 14-2622 Aug-14 Aug-22 Police UPD 11 Police Report 14-2623 Aug-14 Aug-22 Police UPD 11 Police Report 14-2624 Aug-14 Aug-22 Police UPD 11 Police Report 14-2625 Aug-14 Aug-22 Police UPD 11 Police Report 14-2626 Aug-14 Aug-22 Police UPD 11 Police Report 14-2627 Aug-14 Aug-22 Police UPD 11 Police Report 14-2628 Aug-14 Aug-22 Police UPD 11 Police Report 14-2629 Aug-14 Aug-22 Police UPD 11 Police Report 14-2634 Aug-14 Aug-22 Police UPD 11 Police Report 14-2635 Aug-14 Aug-22 Police UPD 11 Police Report 14-2636 Aug-14 Aug-22 Police UPD 11 Police Report 14-2638 Aug-14 Aug-22 Police UPD 11 Police Report 14-2639 Aug-14 Aug-22 Police UPD 11 Police Report 14-2640 Aug-14 Aug-22 Police UPD 11 Police Report 14-2641 Aug-14 Aug-22 Police UPD 11 Police Report 14-2642 Aug-14 Aug-22 Police UPD 11 Police Report 14-2643 Aug-14 Aug-22 Police UPD 11 Police Report 14-2644 Aug-14 Aug-22 Police UPD 11 Police Report 14-2645 Aug-14 Aug-22 Police UPD 11 Police Report 14-2646 Aug-14 Aug-22 Police UPD 11 Police Report 14-2650 Aug-14 Aug-22 Police UPD 11 Police Report 14-2651 Aug-14 Aug-22 Police UPD 11 Police Report 14-2652 Aug-14 Aug-22 Police UPD 11 Police Report 14-2653 Aug-14 Aug-22 Police UPD 11 Police Report 14-2654 Aug-14 Aug-22 Police UPD 11 Police Report 14-2656 Aug-14 Aug-22 Police UPD 11 Police Report 14-2657 Aug-14 Aug-22 Police UPD 11 Police Report 14-2658 Aug-14 Aug-22 Police UPD 11 Police Report 14-2659 Aug-14 Aug-22 Police UPD 11 Police Report 14-2660 Aug-14 Aug-22 Police UPD 11 Police Report 14-2661 Aug-14 Aug-22 Police UPD 11 Police Report 14-2662 Aug-14 Aug-22 Police UPD 11 Police Report 14-2663 Aug-14 Aug-22 Police UPD 11 Police Report 14-2664 Aug-14 Aug-22 Police UPD 11 Police Report 14-2665 Aug-14 Aug-22 Police UPD 11 Police Report 14-2666 Aug-14 Aug-22 Police UPD 11 Police Report 14-2667 Aug-14 Aug-22 Police UPD 11 Police Report 14-2668 Aug-14 Aug-22 Police UPD 11 Police Report 14-2669 Aug-14 Aug-22 Police UPD 11 Police Report 14-2670 Aug-14 Aug-22 Police UPD 11 Police Report 14-2671 Aug-14 Aug-22 Police UPD 11 Police Report 14-2672 Aug-14 Aug-22 Police UPD 11 Police Report 14-2673 Aug-14 Aug-22 Police UPD 11 Police Report 14-2675 Aug-14 Aug-22 Police UPD 11 Police Report 14-2676 Aug-14 Aug-22 Police UPD 11 Police Report 14-2677 Aug-14 Aug-22 Police UPD 11 Police Report 14-2678 Aug-14 Aug-22 Police UPD 11 Police Report 14-2679 Aug-14 Aug-22 Police UPD 11 Police Report 14-2680 Aug-14 Aug-22 Police UPD 11 Police Report 14-2681 Sep-14 Sep-22 Police UPD 11 Police Report 14-2682 Sep-14 Sep-22 Police UPD 11 Police Report 14-2683 Sep-14 Sep-22 Police 53 Page 50 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 11 Police Report 14-2685 Sep-14 Sep-22 Police UPD 11 Police Report 14-2686 Sep-14 Sep-22 Police UPD 11 Police Report 14-2687 Sep-14 Sep-22 Police UPD 11 Police Report 14-2688 Sep-14 Sep-22 Police UPD 11 Police Report 14-2689 Sep-14 Sep-22 Police UPD 11 Police Report 14-2690 Sep-14 Sep-22 Police UPD 11 Police Report 14-2691 Sep-14 Sep-22 Police UPD 11 Police Report 14-2692 Sep-14 Sep-22 Police UPD 11 Police Report 14-2693 Sep-14 Sep-22 Police UPD 11 Police Report 14-2694 Sep-14 Sep-22 Police UPD 11 Police Report 14-2695 Sep-14 Sep-22 Police UPD 11 Police Report 14-2696 Sep-14 Sep-22 Police UPD 11 Police Report 14-2697 Sep-14 Sep-22 Police UPD 11 Police Report 14-2698 Sep-14 Sep-22 Police UPD 11 Police Report 14-2699 Sep-14 Sep-22 Police UPD 11 Police Report 14-2703 Sep-14 Sep-22 Police UPD 11 Police Report 14-2704 Sep-14 Sep-22 Police UPD 11 Police Report 14-2705 Sep-14 Sep-22 Police UPD 11 Police Report 14-2707 Sep-14 Sep-22 Police UPD 11 Police Report 14-2708 Sep-14 Sep-22 Police UPD 11 Police Report 14-2709 Sep-14 Sep-22 Police UPD 11 Police Report 14-2710 Sep-14 Sep-22 Police UPD 11 Police Report 14-2711 Sep-14 Sep-22 Police UPD 11 Police Report 14-2712 Sep-14 Sep-22 Police UPD 11 Police Report 14-2713 Sep-14 Sep-22 Police UPD 11 Police Report 14-2714 Sep-14 Sep-22 Police UPD 11 Police Report 14-2715 Sep-14 Sep-22 Police UPD 11 Police Report 14-2716 Sep-14 Sep-22 Police UPD 11 Police Report 14-2717 Sep-14 Sep-22 Police UPD 11 Police Report 14-2718 Sep-14 Sep-22 Police UPD 11 Police Report 14-2721 Sep-14 Sep-22 Police UPD 11 Police Report 14-2722 Sep-14 Sep-22 Police UPD 11 Police Report 14-2723 Sep-14 Sep-22 Police UPD 11 Police Report 14-2725 Sep-14 Sep-22 Police UPD 11 Police Report 14-2726 Sep-14 Sep-22 Police UPD 11 Police Report 14-2727 Sep-14 Sep-22 Police UPD 11 Police Report 14-2728 Sep-14 Sep-22 Police UPD 11 Police Report 14-2729 Sep-14 Sep-22 Police UPD 11 Police Report 14-2730 Sep-14 Sep-22 Police UPD 11 Police Report 14-2732 Sep-14 Sep-22 Police UPD 11 Police Report 14-2733 Sep-14 Sep-22 Police UPD 11 Police Report 14-2734 Sep-14 Sep-22 Police UPD 11 Police Report 14-2736 Sep-14 Sep-22 Police UPD 11 Police Report 14-2737 Sep-14 Sep-22 Police UPD 11 Police Report 14-2738 Sep-14 Sep-22 Police UPD 11 Police Report 14-2739 Sep-14 Sep-22 Police UPD 11 Police Report 14-2740 Sep-14 Sep-22 Police UPD 11 Police Report 14-2741 Sep-14 Sep-22 Police UPD 11 Police Report 14-2742 Sep-14 Sep-22 Police UPD 11 Police Report 14-2743 Sep-14 Sep-22 Police UPD 11 Police Report 14-2744 Sep-14 Sep-22 Police UPD 11 Police Report 14-2745 Sep-14 Sep-22 Police UPD 11 Police Report 14-2746 Sep-14 Sep-22 Police UPD 11 Police Report 14-2747 Sep-14 Sep-22 Police UPD 11 Police Report 14-2748 Sep-14 Sep-22 Police UPD 12 Police Report 14-2749 Sep-14 Sep-22 Police UPD 12 Police Report 14-2750 Sep-14 Sep-22 Police UPD 12 Police Report 14-2751 Sep-14 Sep-22 Police UPD 12 Police Report 14-2752 Sep-14 Sep-22 Police UPD 12 Police Report 14-2755 Sep-14 Sep-22 Police UPD 12 Police Report 14-2756 Sep-14 Sep-22 Police UPD 12 Police Report 14-2758 Sep-14 Sep-22 Police UPD 12 Police Report 14-2759 Sep-14 Sep-22 Police UPD 12 Police Report 14-2760 Sep-14 Sep-22 Police 53 Page 51 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 12 Police Report 14-2761 Sep-14 Sep-22 Police UPD 12 Police Report 14-2762 Sep-14 Sep-22 Police UPD 12 Police Report 14-2763 Sep-14 Sep-22 Police UPD 12 Police Report 14-2764 Sep-14 Sep-22 Police UPD 12 Police Report 14-2765 Sep-14 Sep-22 Police UPD 12 Police Report 14-2766 Sep-14 Sep-22 Police UPD 12 Police Report 14-2767 Sep-14 Sep-22 Police UPD 12 Police Report 14-2768 Sep-14 Sep-22 Police UPD 12 Police Report 14-2769 Sep-14 Sep-22 Police UPD 12 Police Report 14-2770 Sep-14 Sep-22 Police UPD 12 Police Report 14-2771 Sep-14 Sep-22 Police UPD 12 Police Report 14-2772 Sep-14 Sep-22 Police UPD 12 Police Report 14-2775 Sep-14 Sep-22 Police UPD 12 Police Report 14-2776 Sep-14 Sep-22 Police UPD 12 Police Report 14-2777 Sep-14 Sep-22 Police UPD 12 Police Report 14-2778 Sep-14 Sep-22 Police UPD 12 Police Report 14-2779 Sep-14 Sep-22 Police UPD 12 Police Report 14-2780 Sep-14 Sep-22 Police UPD 12 Police Report 14-2781 Sep-14 Sep-22 Police UPD 12 Police Report 14-2782 Sep-14 Sep-22 Police UPD 12 Police Report 14-2783 Sep-14 Sep-22 Police UPD 12 Police Report 14-2784 Sep-14 Sep-22 Police UPD 12 Police Report 14-2785 Sep-14 Sep-22 Police UPD 12 Police Report 14-2786 Sep-14 Sep-22 Police UPD 12 Police Report 14-2787 Sep-14 Sep-22 Police UPD 12 Police Report 14-2788 Sep-14 Sep-22 Police UPD 12 Police Report 14-2789 Sep-14 Sep-22 Police UPD 12 Police Report 14-2790 Sep-14 Sep-22 Police UPD 12 Police Report 14-2791 Sep-14 Sep-22 Police UPD 12 Police Report 14-2792 Sep-14 Sep-22 Police UPD 12 Police Report 14-2793 Sep-14 Sep-22 Police UPD 12 Police Report 14-2794 Sep-14 Sep-22 Police UPD 12 Police Report 14-2795 Sep-14 Sep-22 Police UPD 12 Police Report 14-2796 Sep-14 Sep-22 Police UPD 12 Police Report 14-2798 Sep-14 Sep-22 Police UPD 12 Police Report 14-2799 Sep-14 Sep-22 Police UPD 12 Police Report 14-2800 Sep-14 Sep-22 Police UPD 12 Police Report 14-2801 Sep-14 Sep-22 Police UPD 12 Police Report 14-2802 Sep-14 Sep-22 Police UPD 12 Police Report 14-2803 Sep-14 Sep-22 Police UPD 12 Police Report 14-2805 Sep-14 Sep-22 Police UPD 12 Police Report 14-2806 Sep-14 Sep-22 Police UPD 12 Police Report 14-2807 Sep-14 Sep-22 Police UPD 12 Police Report 14-2808 Sep-14 Sep-22 Police UPD 12 Police Report 14-2809 Sep-14 Sep-22 Police UPD 12 Police Report 14-2810 Sep-14 Sep-22 Police UPD 12 Police Report 14-2811 Sep-14 Sep-22 Police UPD 12 Police Report 14-2812 Sep-14 Sep-22 Police UPD 12 Police Report 14-2813 Sep-14 Sep-22 Police UPD 12 Police Report 14-2814 Sep-14 Sep-22 Police UPD 12 Police Report 14-2815 Sep-14 Sep-22 Police UPD 12 Police Report 14-2816 Sep-14 Sep-22 Police UPD 12 Police Report 14-2818 Sep-14 Sep-22 Police UPD 12 Police Report 14-2819 Sep-14 Sep-22 Police UPD 12 Police Report 14-2820 Sep-14 Sep-22 Police UPD 12 Police Report 14-2821 Sep-14 Sep-22 Police UPD 12 Police Report 14-2822 Sep-14 Sep-22 Police UPD 12 Police Report 14-2823 Sep-14 Sep-22 Police UPD 12 Police Report 14-2825 Sep-14 Sep-22 Police UPD 12 Police Report 14-2826 Sep-14 Sep-22 Police UPD 12 Police Report 14-2827 Sep-14 Sep-22 Police UPD 12 Police Report 14-2828 Sep-14 Sep-22 Police UPD 12 Police Report 14-2829 Sep-14 Sep-22 Police UPD 12 Police Report 14-2830 Sep-14 Sep-22 Police 53 Page 52 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 12 Police Report 14-2831 Sep-14 Sep-22 Police UPD 12 Police Report 14-2832 Sep-14 Sep-22 Police UPD 12 Police Report 14-2833 Sep-14 Sep-22 Police UPD 12 Police Report 14-2836 Sep-14 Sep-22 Police UPD 12 Police Report 14-2838 Sep-14 Sep-22 Police UPD 12 Police Report 14-2841 Sep-14 Sep-22 Police UPD 12 Police Report 14-2842 Sep-14 Sep-22 Police UPD 12 Police Report 14-2844 Sep-14 Sep-22 Police UPD 12 Police Report 14-2845 Sep-14 Sep-22 Police UPD 12 Police Report 14-2846 Sep-14 Sep-22 Police UPD 12 Police Report 14-2847 Sep-14 Sep-22 Police UPD 12 Police Report 14-2848 Sep-14 Sep-22 Police UPD 12 Police Report 14-2850 Sep-14 Sep-22 Police UPD 12 Police Report 14-2851 Sep-14 Sep-22 Police UPD 12 Police Report 14-2852 Sep-14 Sep-22 Police UPD 12 Police Report 14-2856 Sep-14 Sep-22 Police UPD 12 Police Report 14-2857 Sep-14 Sep-22 Police UPD 12 Police Report 14-2858 Sep-14 Sep-22 Police UPD 12 Police Report 14-2859 Sep-14 Sep-22 Police UPD 12 Police Report 14-2860 Sep-14 Sep-22 Police UPD 12 Police Report 14-2861 Sep-14 Sep-22 Police UPD 12 Police Report 14-2862 Sep-14 Sep-22 Police UPD 12 Police Report 14-2863 Sep-14 Sep-22 Police UPD 12 Police Report 14-2864 Sep-14 Sep-22 Police UPD 12 Police Report 14-2867 Sep-14 Sep-22 Police UPD 12 Police Report 14-2868 Sep-14 Sep-22 Police UPD 12 Police Report 14-2869 Sep-14 Sep-22 Police UPD 12 Police Report 14-2870 Sep-14 Sep-22 Police UPD 12 Police Report 14-2871 Sep-14 Sep-22 Police UPD 12 Police Report 14-2872 Sep-14 Sep-22 Police UPD 12 Police Report 14-2873 Sep-14 Sep-22 Police UPD 12 Police Report 14-2874 Sep-14 Sep-22 Police UPD 12 Police Report 14-2875 Sep-14 Sep-22 Police UPD 12 Police Report 14-2876 Sep-14 Sep-22 Police UPD 12 Police Report 14-2877 Sep-14 Sep-22 Police UPD 12 Police Report 14-2878 Sep-14 Sep-22 Police UPD 12 Police Report 14-2879 Sep-14 Sep-22 Police UPD 12 Police Report 14-2880 Sep-14 Sep-22 Police UPD 12 Police Report 14-2881 Sep-14 Sep-22 Police UPD 12 Police Report 14-2882 Sep-14 Sep-22 Police UPD 12 Police Report 14-2884 Sep-14 Sep-22 Police UPD 12 Police Report 14-2885 Sep-14 Sep-22 Police UPD 12 Police Report 14-2887 Sep-14 Sep-22 Police UPD 12 Police Report 14-2888 Sep-14 Sep-22 Police UPD 12 Police Report 14-2889 Sep-14 Sep-22 Police UPD 12 Police Report 14-2890 Sep-14 Sep-22 Police UPD 12 Police Report 14-2891 Sep-14 Sep-22 Police UPD 12 Police Report 14-2893 Sep-14 Sep-22 Police UPD 12 Police Report 14-2894 Sep-14 Sep-22 Police UPD 12 Police Report 14-2895 Sep-14 Sep-22 Police UPD 12 Police Report 14-2896 Sep-14 Sep-22 Police UPD 12 Police Report 14-2897 Sep-14 Sep-22 Police UPD 12 Police Report 14-2898 Sep-14 Sep-22 Police UPD 12 Police Report 14-2900 Sep-14 Sep-22 Police UPD 12 Police Report 14-2901 Sep-14 Sep-22 Police UPD 12 Police Report 14-2902 Sep-14 Sep-22 Police UPD 12 Police Report 14-2903 Sep-14 Sep-22 Police UPD 12 Police Report 14-2904 Sep-14 Sep-22 Police UPD 12 Police Report 14-2905 Sep-14 Sep-22 Police UPD 12 Police Report 14-2906 Sep-14 Sep-22 Police UPD 12 Police Report 14-2907 Sep-14 Sep-22 Police UPD 12 Police Report 14-2908 Sep-14 Sep-22 Police UPD 12 Police Report 14-2909 Sep-14 Sep-22 Police UPD 12 Police Report 14-2911 Sep-14 Sep-22 Police 53 Page 53 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 12 Police Report 14-2912 Sep-14 Sep-22 Police UPD 12 Police Report 14-2913 Sep-14 Sep-22 Police UPD 12 Police Report 14-2914 Sep-14 Sep-22 Police UPD 12 Police Report 14-2915 Sep-14 Sep-22 Police UPD 12 Police Report 14-2916 Sep-14 Sep-22 Police UPD 12 Police Report 14-2917 Sep-14 Sep-22 Police UPD 12 Police Report 14-2918 Sep-14 Sep-22 Police UPD 12 Police Report 14-2920 Sep-14 Sep-22 Police UPD 12 Police Report 14-2921 Sep-14 Sep-22 Police UPD 12 Police Report 14-2922 Sep-14 Sep-22 Police UPD 12 Police Report 14-2923 Sep-14 Sep-22 Police UPD 12 Police Report 14-2924 Sep-14 Sep-22 Police UPD 12 Police Report 14-2926 Sep-14 Sep-22 Police UPD 12 Police Report 14-2927 Sep-14 Sep-22 Police UPD 12 Police Report 14-2928 Sep-14 Sep-22 Police UPD 12 Police Report 14-2929 Sep-14 Sep-22 Police UPD 12 Police Report 14-2930 Sep-14 Sep-22 Police UPD 12 Police Report 14-2933 Sep-14 Sep-22 Police UPD 12 Police Report 14-2934 Sep-14 Sep-22 Police UPD 12 Police Report 14-2935 Sep-14 Sep-22 Police UPD 12 Police Report 14-2936 Sep-14 Sep-22 Police UPD 12 Police Report 14-2937 Sep-14 Sep-22 Police UPD 12 Police Report 14-2938 Sep-14 Sep-22 Police UPD 12 Police Report 14-2939 Sep-14 Sep-22 Police UPD 12 Police Report 14-2940 Sep-14 Sep-22 Police UPD 12 Police Report 14-2941 Sep-14 Sep-22 Police UPD 12 Police Report 14-2942 Sep-14 Sep-22 Police UPD 12 Police Report 14-2943 Sep-14 Sep-22 Police UPD 12 Police Report 14-2944 Sep-14 Sep-22 Police UPD 12 Police Report 14-2945 Sep-14 Sep-22 Police UPD 12 Police Report 14-2946 Sep-14 Sep-22 Police UPD 12 Police Report 14-2950 Sep-14 Sep-22 Police UPD 12 Police Report 14-2952 Sep-14 Sep-22 Police UPD 12 Police Report 14-2953 Sep-14 Sep-22 Police UPD 12 Police Report 14-2955 Sep-14 Sep-22 Police UPD 12 Police Report 14-2956 Sep-14 Sep-22 Police UPD 12 Police Report 14-2957 Sep-14 Sep-22 Police UPD 12 Police Report 14-2958 Sep-14 Sep-22 Police UPD 12 Police Report 14-2959 Sep-14 Sep-22 Police UPD 12 Police Report 14-2960 Sep-14 Sep-22 Police UPD 12 Police Report 14-2961 Sep-14 Sep-22 Police UPD 12 Police Report 14-2962 Sep-14 Sep-22 Police UPD 12 Police Report 14-2963 Sep-14 Sep-22 Police UPD 12 Police Report 14-2964 Sep-14 Sep-22 Police UPD 12 Police Report 14-2965 Sep-14 Sep-22 Police UPD 12 Police Report 14-2966 Sep-14 Sep-22 Police UPD 12 Police Report 14-2967 Sep-14 Sep-22 Police UPD 12 Police Report 14-2968 Sep-14 Sep-22 Police UPD 12 Police Report 14-2969 Sep-14 Sep-22 Police UPD 12 Police Report 14-2971 Sep-14 Sep-22 Police UPD 12 Police Report 14-2972 Sep-14 Sep-22 Police UPD 12 Police Report 14-2973 Sep-14 Sep-22 Police UPD 12 Police Report 14-2974 Sep-14 Sep-22 Police UPD 12 Police Report 14-2975 Sep-14 Sep-22 Police UPD 12 Police Report 14-2976 Sep-14 Sep-22 Police UPD 12 Police Report 14-2977 Sep-14 Sep-22 Police UPD 12 Police Report 14-2978 Sep-14 Sep-22 Police UPD 12 Police Report 14-2979 Sep-14 Sep-22 Police UPD 12 Police Report 14-2980 Sep-14 Sep-22 Police UPD 12 Police Report 14-2981 Sep-14 Sep-22 Police UPD 12 Police Report 14-2982 Sep-14 Sep-22 Police UPD 12 Police Report 14-2983 Sep-14 Sep-22 Police UPD 12 Police Report 14-2984 Sep-14 Sep-22 Police UPD 12 Police Report 14-2985 Sep-14 Sep-22 Police 53 Page 54 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 12 Police Report 14-2986 Sep-14 Sep-22 Police UPD 12 Police Report 14-2987 Sep-14 Sep-22 Police UPD 12 Police Report 14-2988 Sep-14 Sep-22 Police UPD 12 Police Report 14-2989 Sep-14 Sep-22 Police UPD 12 Police Report 14-2990 Sep-14 Sep-22 Police UPD 12 Police Report 14-2991 Sep-14 Sep-22 Police UPD 12 Police Report 14-2994 Sep-14 Sep-22 Police UPD 12 Police Report 14-2995 Sep-14 Sep-22 Police UPD 12 Police Report 14-2996 Sep-14 Sep-22 Police UPD 12 Police Report 14-2997 Sep-14 Sep-22 Police UPD 12 Police Report 14-2998 Sep-14 Sep-22 Police UPD 12 Police Report 14-2999 Sep-14 Sep-22 Police UPD 12 Police Report 14-3001 Sep-14 Sep-22 Police UPD 12 Police Report 14-3002 Sep-14 Sep-22 Police UPD 12 Police Report 14-3003 Sep-14 Sep-22 Police UPD 12 Police Report 14-3004 Sep-14 Sep-22 Police UPD 12 Police Report 14-3005 Sep-14 Sep-22 Police UPD 12 Police Report 14-3006 Sep-14 Sep-22 Police UPD 12 Police Report 14-3007 Sep-14 Sep-22 Police UPD 12 Police Report 14-3008 Sep-14 Sep-22 Police UPD 12 Police Report 14-3009 Sep-14 Sep-22 Police UPD 12 Police Report 14-3010 Sep-14 Sep-22 Police UPD 12 Police Report 14-3011 Sep-14 Sep-22 Police UPD 12 Police Report 14-3012 Oct-14 Oct-22 Police UPD 12 Police Report 14-3013 Oct-14 Oct-22 Police UPD 12 Police Report 14-3014 Oct-14 Oct-22 Police UPD 12 Police Report 14-3015 Oct-14 Oct-22 Police UPD 12 Police Report 14-3016 Oct-14 Oct-22 Police UPD 12 Police Report 14-3017 Oct-14 Oct-22 Police UPD 12 Police Report 14-3018 Oct-14 Oct-22 Police UPD 12 Police Report 14-3019 Oct-14 Oct-22 Police UPD 12 Police Report 14-3020 Oct-14 Oct-22 Police UPD 12 Police Report 14-3021 Oct-14 Oct-22 Police UPD 12 Police Report 14-3023 Oct-14 Oct-22 Police UPD 12 Police Report 14-3024 Oct-14 Oct-22 Police UPD 12 Police Report 14-3025 Oct-14 Oct-22 Police UPD 12 Police Report 14-3026 Oct-14 Oct-22 Police UPD 12 Police Report 14-3027 Oct-14 Oct-22 Police UPD 12 Police Report 14-3028 Oct-14 Oct-22 Police UPD 12 Police Report 14-3029 Oct-14 Oct-22 Police UPD 12 Police Report 14-3030 Oct-14 Oct-22 Police UPD 12 Police Report 14-3034 Oct-14 Oct-22 Police UPD 12 Police Report 14-3035 Oct-14 Oct-22 Police UPD 12 Police Report 14-3036 Oct-14 Oct-22 Police UPD 12 Police Report 14-3037 Oct-14 Oct-22 Police UPD 12 Police Report 14-3038 Oct-14 Oct-22 Police UPD 12 Police Report 14-3040 Oct-14 Oct-22 Police UPD 12 Police Report 14-3041 Oct-14 Oct-22 Police UPD 12 Police Report 14-3042 Oct-14 Oct-22 Police UPD 12 Police Report 14-3043 Oct-14 Oct-22 Police UPD 12 Police Report 14-3044 Oct-14 Oct-22 Police UPD 12 Police Report 14-3045 Oct-14 Oct-22 Police UPD 12 Police Report 14-3046 Oct-14 Oct-22 Police UPD 12 Police Report 14-3047 Oct-14 Oct-22 Police UPD 12 Police Report 14-3048 Oct-14 Oct-22 Police UPD 12 Police Report 14-3049 Oct-14 Oct-22 Police UPD 12 Police Report 14-3050 Oct-14 Oct-22 Police UPD 12 Police Report 14-3051 Oct-14 Oct-22 Police UPD 12 Police Report 14-3052 Oct-14 Oct-22 Police UPD 13 Police Report 14-3053 Oct-14 Oct-22 Police UPD 13 Police Report 14-3054 Oct-14 Oct-22 Police UPD 13 Police Report 14-3055 Oct-14 Oct-22 Police UPD 13 Police Report 14-3056 Oct-14 Oct-22 Police UPD 13 Police Report 14-3057 Oct-14 Oct-22 Police 53 Page 55 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 13 Police Report 14-3058 Oct-14 Oct-22 Police UPD 13 Police Report 14-3059 Oct-14 Oct-22 Police UPD 13 Police Report 14-3060 Oct-14 Oct-22 Police UPD 13 Police Report 14-3061 Oct-14 Oct-22 Police UPD 13 Police Report 14-3062 Oct-14 Oct-22 Police UPD 13 Police Report 14-3063 Oct-14 Oct-22 Police UPD 13 Police Report 14-3064 Oct-14 Oct-22 Police UPD 13 Police Report 14-3065 Oct-14 Oct-22 Police UPD 13 Police Report 14-3066 Oct-14 Oct-22 Police UPD 13 Police Report 14-3067 Oct-14 Oct-22 Police UPD 13 Police Report 14-3068 Oct-14 Oct-22 Police UPD 13 Police Report 14-3070 Oct-14 Oct-22 Police UPD 13 Police Report 14-3071 Oct-14 Oct-22 Police UPD 13 Police Report 14-3072 Oct-14 Oct-22 Police UPD 13 Police Report 14-3073 Oct-14 Oct-22 Police UPD 13 Police Report 14-3074 Oct-14 Oct-22 Police UPD 13 Police Report 14-3075 Oct-14 Oct-22 Police UPD 13 Police Report 14-3077 Oct-14 Oct-22 Police UPD 13 Police Report 14-3078 Oct-14 Oct-22 Police UPD 13 Police Report 14-3079 Oct-14 Oct-22 Police UPD 13 Police Report 14-3080 Oct-14 Oct-22 Police UPD 13 Police Report 14-3081 Oct-14 Oct-22 Police UPD 13 Police Report 14-3082 Oct-14 Oct-22 Police UPD 13 Police Report 14-3083 Oct-14 Oct-22 Police UPD 13 Police Report 14-3084 Oct-14 Oct-22 Police UPD 13 Police Report 14-3085 Oct-14 Oct-22 Police UPD 13 Police Report 14-3086 Oct-14 Oct-22 Police UPD 13 Police Report 14-3087 Oct-14 Oct-22 Police UPD 13 Police Report 14-3088 Oct-14 Oct-22 Police UPD 13 Police Report 14-3089 Oct-14 Oct-22 Police UPD 13 Police Report 14-3090 Oct-14 Oct-22 Police UPD 13 Police Report 14-3091 Oct-14 Oct-22 Police UPD 13 Police Report 14-3092 Oct-14 Oct-22 Police UPD 13 Police Report 14-3093 Oct-14 Oct-22 Police UPD 13 Police Report 14-3094 Oct-14 Oct-22 Police UPD 13 Police Report 14-3095 Oct-14 Oct-22 Police UPD 13 Police Report 14-3096 Oct-14 Oct-22 Police UPD 13 Police Report 14-3097 Oct-14 Oct-22 Police UPD 13 Police Report 14-3099 Oct-14 Oct-22 Police UPD 13 Police Report 14-3100 Oct-14 Oct-22 Police UPD 13 Police Report 14-3102 Oct-14 Oct-22 Police UPD 13 Police Report 14-3103 Oct-14 Oct-22 Police UPD 13 Police Report 14-3104 Oct-14 Oct-22 Police UPD 13 Police Report 14-3105 Oct-14 Oct-22 Police UPD 13 Police Report 14-3106 Oct-14 Oct-22 Police UPD 13 Police Report 14-3107 Oct-14 Oct-22 Police UPD 13 Police Report 14-3108 Oct-14 Oct-22 Police UPD 13 Police Report 14-3109 Oct-14 Oct-22 Police UPD 13 Police Report 14-3110 Oct-14 Oct-22 Police UPD 13 Police Report 14-3111 Oct-14 Oct-22 Police UPD 13 Police Report 14-3112 Oct-14 Oct-22 Police UPD 13 Police Report 14-3113 Oct-14 Oct-22 Police UPD 13 Police Report 14-3114 Oct-14 Oct-22 Police UPD 13 Police Report 14-3115 Oct-14 Oct-22 Police UPD 13 Police Report 14-3116 Oct-14 Oct-22 Police UPD 13 Police Report 14-3117 Oct-14 Oct-22 Police UPD 13 Police Report 14-3118 Oct-14 Oct-22 Police UPD 13 Police Report 14-3120 Oct-14 Oct-22 Police UPD 13 Police Report 14-3121 Oct-14 Oct-22 Police UPD 13 Police Report 14-3124 Oct-14 Oct-22 Police UPD 13 Police Report 14-3125 Oct-14 Oct-22 Police UPD 13 Police Report 14-3126 Oct-14 Oct-22 Police UPD 13 Police Report 14-3127 Oct-14 Oct-22 Police UPD 13 Police Report 14-3128 Oct-14 Oct-22 Police 53 Page 56 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 13 Police Report 14-3129 Oct-14 Oct-22 Police UPD 13 Police Report 14-3130 Oct-14 Oct-22 Police UPD 13 Police Report 14-3131 Oct-14 Oct-22 Police UPD 13 Police Report 14-3132 Oct-14 Oct-22 Police UPD 13 Police Report 14-3135 Oct-14 Oct-22 Police UPD 13 Police Report 14-3136 Oct-14 Oct-22 Police UPD 13 Police Report 14-3137 Oct-14 Oct-22 Police UPD 13 Police Report 14-3138 Oct-14 Oct-22 Police UPD 13 Police Report 14-3139 Oct-14 Oct-22 Police UPD 13 Police Report 14-3140 Oct-14 Oct-22 Police UPD 13 Police Report 14-3141 Oct-14 Oct-22 Police UPD 13 Police Report 14-3142 Oct-14 Oct-22 Police UPD 13 Police Report 14-3143 Oct-14 Oct-22 Police UPD 13 Police Report 14-3144 Oct-14 Oct-22 Police UPD 13 Police Report 14-3145 Oct-14 Oct-22 Police UPD 13 Police Report 14-3146 Oct-14 Oct-22 Police UPD 13 Police Report 14-3147 Oct-14 Oct-22 Police UPD 13 Police Report 14-3148 Oct-14 Oct-22 Police UPD 13 Police Report 14-3149 Oct-14 Oct-22 Police UPD 13 Police Report 14-3150 Oct-14 Oct-22 Police UPD 13 Police Report 14-3151 Oct-14 Oct-22 Police UPD 13 Police Report 14-3152 Oct-14 Oct-22 Police UPD 13 Police Report 14-3153 Oct-14 Oct-22 Police UPD 13 Police Report 14-3154 Oct-14 Oct-22 Police UPD 13 Police Report 14-3155 Oct-14 Oct-22 Police UPD 13 Police Report 14-3156 Oct-14 Oct-22 Police UPD 13 Police Report 14-3157 Oct-14 Oct-22 Police UPD 13 Police Report 14-3158 Oct-14 Oct-22 Police UPD 13 Police Report 14-3159 Oct-14 Oct-22 Police UPD 13 Police Report 14-3160 Oct-14 Oct-22 Police UPD 13 Police Report 14-3161 Oct-14 Oct-22 Police UPD 13 Police Report 14-3162 Oct-14 Oct-22 Police UPD 13 Police Report 14-3163 Oct-14 Oct-22 Police UPD 13 Police Report 14-3164 Oct-14 Oct-22 Police UPD 13 Police Report 14-3165 Oct-14 Oct-22 Police UPD 13 Police Report 14-3166 Oct-14 Oct-22 Police UPD 13 Police Report 14-3167 Oct-14 Oct-22 Police UPD 13 Police Report 14-3168 Oct-14 Oct-22 Police UPD 13 Police Report 14-3169 Oct-14 Oct-22 Police UPD 13 Police Report 14-3171 Oct-14 Oct-22 Police UPD 13 Police Report 14-3172 Oct-14 Oct-22 Police UPD 13 Police Report 14-3173 Oct-14 Oct-22 Police UPD 13 Police Report 14-3174 Oct-14 Oct-22 Police UPD 13 Police Report 14-3175 Oct-14 Oct-22 Police UPD 13 Police Report 14-3176 Oct-14 Oct-22 Police UPD 13 Police Report 14-3177 Oct-14 Oct-22 Police UPD 13 Police Report 14-3178 Oct-14 Oct-22 Police UPD 13 Police Report 14-3179 Oct-14 Oct-22 Police UPD 13 Police Report 14-3180 Oct-14 Oct-22 Police UPD 13 Police Report 14-3181 Oct-14 Oct-22 Police UPD 13 Police Report 14-3182 Oct-14 Oct-22 Police UPD 13 Police Report 14-3183 Oct-14 Oct-22 Police UPD 13 Police Report 14-3184 Oct-14 Oct-22 Police UPD 13 Police Report 14-3185 Oct-14 Oct-22 Police UPD 13 Police Report 14-3186 Oct-14 Oct-22 Police UPD 13 Police Report 14-3187 Oct-14 Oct-22 Police UPD 13 Police Report 14-3188 Oct-14 Oct-22 Police UPD 13 Police Report 14-3189 Oct-14 Oct-22 Police UPD 13 Police Report 14-3190 Oct-14 Oct-22 Police UPD 13 Police Report 14-3191 Oct-14 Oct-22 Police UPD 13 Police Report 14-3192 Oct-14 Oct-22 Police UPD 13 Police Report 14-3193 Oct-14 Oct-22 Police UPD 13 Police Report 14-3194 Oct-14 Oct-22 Police UPD 13 Police Report 14-3195 Oct-14 Oct-22 Police 53 Page 57 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 13 Police Report 14-3196 Oct-14 Oct-22 Police UPD 13 Police Report 14-3198 Oct-14 Oct-22 Police UPD 13 Police Report 14-3199 Oct-14 Oct-22 Police UPD 13 Police Report 14-3200 Oct-14 Oct-22 Police UPD 13 Police Report 14-3201 Oct-14 Oct-22 Police UPD 13 Police Report 14-3203 Oct-14 Oct-22 Police UPD 13 Police Report 14-3204 Oct-14 Oct-22 Police UPD 13 Police Report 14-3205 Oct-14 Oct-22 Police UPD 13 Police Report 14-3206 Oct-14 Oct-22 Police UPD 13 Police Report 14-3207 Oct-14 Oct-22 Police UPD 13 Police Report 14-3208 Oct-14 Oct-22 Police UPD 13 Police Report 14-3210 Oct-14 Oct-22 Police UPD 13 Police Report 14-3211 Oct-14 Oct-22 Police UPD 13 Police Report 14-3212 Oct-14 Oct-22 Police UPD 13 Police Report 14-3213 Oct-14 Oct-22 Police UPD 13 Police Report 14-3214 Oct-14 Oct-22 Police UPD 13 Police Report 14-3215 Oct-14 Oct-22 Police UPD 13 Police Report 14-3216 Oct-14 Oct-22 Police UPD 13 Police Report 14-3217 Oct-14 Oct-22 Police UPD 13 Police Report 14-3218 Oct-14 Oct-22 Police UPD 13 Police Report 14-3219 Oct-14 Oct-22 Police UPD 13 Police Report 14-3220 Oct-14 Oct-22 Police UPD 13 Police Report 14-3221 Oct-14 Oct-22 Police UPD 13 Police Report 14-3222 Oct-14 Oct-22 Police UPD 13 Police Report 14-3223 Oct-14 Oct-22 Police UPD 13 Police Report 14-3224 Oct-14 Oct-22 Police UPD 13 Police Report 14-3225 Oct-14 Oct-22 Police UPD 13 Police Report 14-3226 Oct-14 Oct-22 Police UPD 13 Police Report 14-3227 Oct-14 Oct-22 Police UPD 13 Police Report 14-3228 Oct-14 Oct-22 Police UPD 13 Police Report 14-3229 Oct-14 Oct-22 Police UPD 14 Police Report 14-3230 Oct-14 Oct-22 Police UPD 14 Police Report 14-3231 Oct-14 Oct-22 Police UPD 14 Police Report 14-3232 Oct-14 Oct-22 Police UPD 14 Police Report 14-3233 Oct-14 Oct-22 Police UPD 14 Police Report 14-3234 Oct-14 Oct-22 Police UPD 14 Police Report 14-3235 Oct-14 Oct-22 Police UPD 14 Police Report 14-3236 Oct-14 Oct-22 Police UPD 14 Police Report 14-3237 Oct-14 Oct-22 Police UPD 14 Police Report 14-3238 Oct-14 Oct-22 Police UPD 14 Police Report 14-3239 Oct-14 Oct-22 Police UPD 14 Police Report 14-3240 Oct-14 Oct-22 Police UPD 14 Police Report 14-3242 Oct-14 Oct-22 Police UPD 14 Police Report 14-3243 Oct-14 Oct-22 Police UPD 14 Police Report 14-3244 Oct-14 Oct-22 Police UPD 14 Police Report 14-3245 Oct-14 Oct-22 Police UPD 14 Police Report 14-3246 Oct-14 Oct-22 Police UPD 14 Police Report 14-3247 Oct-14 Oct-22 Police UPD 14 Police Report 14-3248 Oct-14 Oct-22 Police UPD 14 Police Report 14-3249 Oct-14 Oct-22 Police UPD 14 Police Report 14-3250 Oct-14 Oct-22 Police UPD 14 Police Report 14-3251 Oct-14 Oct-22 Police UPD 14 Police Report 14-3252 Oct-14 Oct-22 Police UPD 14 Police Report 14-3253 Oct-14 Oct-22 Police UPD 14 Police Report 14-3254 Oct-14 Oct-22 Police UPD 14 Police Report 14-3255 Oct-14 Oct-22 Police UPD 14 Police Report 14-3256 Oct-14 Oct-22 Police UPD 14 Police Report 14-3257 Oct-14 Oct-22 Police UPD 14 Police Report 14-3258 Oct-14 Oct-22 Police UPD 14 Police Report 14-3259 Oct-14 Oct-22 Police UPD 14 Police Report 14-3260 Oct-14 Oct-22 Police UPD 14 Police Report 14-3261 Oct-14 Oct-22 Police UPD 14 Police Report 14-3262 Oct-14 Oct-22 Police UPD 14 Police Report 14-3263 Oct-14 Oct-22 Police 53 Page 58 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 14 Police Report 14-3265 Oct-14 Oct-22 Police UPD 14 Police Report 14-3266 Oct-14 Oct-22 Police UPD 14 Police Report 14-3267 Oct-14 Oct-22 Police UPD 14 Police Report 14-3268 Oct-14 Oct-22 Police UPD 14 Police Report 14-3269 Oct-14 Oct-22 Police UPD 14 Police Report 14-3270 Oct-14 Oct-22 Police UPD 14 Police Report 14-3271 Oct-14 Oct-22 Police UPD 14 Police Report 14-3272 Oct-14 Oct-22 Police UPD 14 Police Report 14-3273 Oct-14 Oct-22 Police UPD 14 Police Report 14-3274 Oct-14 Oct-22 Police UPD 14 Police Report 14-3275 Oct-14 Oct-22 Police UPD 14 Police Report 14-3276 Oct-14 Oct-22 Police UPD 14 Police Report 14-3277 Oct-14 Oct-22 Police UPD 14 Police Report 14-3278 Oct-14 Oct-22 Police UPD 14 Police Report 14-3279 Oct-14 Oct-22 Police UPD 14 Police Report 14-3280 Oct-14 Oct-22 Police UPD 14 Police Report 14-3281 Oct-14 Oct-22 Police UPD 14 Police Report 14-3282 Oct-14 Oct-22 Police UPD 14 Police Report 14-3283 Oct-14 Oct-22 Police UPD 14 Police Report 14-3284 Oct-14 Oct-22 Police UPD 14 Police Report 14-3285 Oct-14 Oct-22 Police UPD 14 Police Report 14-3286 Oct-14 Oct-22 Police UPD 14 Police Report 14-3287 Oct-14 Oct-22 Police UPD 14 Police Report 14-3288 Oct-14 Oct-22 Police UPD 14 Police Report 14-3289 Oct-14 Oct-22 Police UPD 14 Police Report 14-3290 Oct-14 Oct-22 Police UPD 14 Police Report 14-3291 Oct-14 Oct-22 Police UPD 14 Police Report 14-3292 Oct-14 Oct-22 Police UPD 14 Police Report 14-3293 Oct-14 Oct-22 Police UPD 14 Police Report 14-3294 Oct-14 Oct-22 Police UPD 14 Police Report 14-3295 Oct-14 Oct-22 Police UPD 14 Police Report 14-3296 Oct-14 Oct-22 Police UPD 14 Police Report 14-3297 Oct-14 Oct-22 Police UPD 14 Police Report 14-3298 Oct-14 Oct-22 Police UPD 14 Police Report 14-3299 Oct-14 Oct-22 Police UPD 14 Police Report 14-3300 Oct-14 Oct-22 Police UPD 14 Police Report 14-3301 Oct-14 Oct-22 Police UPD 14 Police Report 14-3302 Nov-14 Nov-22 Police UPD 14 Police Report 14-3303 Nov-14 Nov-22 Police UPD 14 Police Report 14-3304 Nov-14 Nov-22 Police UPD 14 Police Report 14-3305 Nov-14 Nov-22 Police UPD 14 Police Report 14-3306 Nov-14 Nov-22 Police UPD 14 Police Report 14-3307 Nov-14 Nov-22 Police UPD 14 Police Report 14-3308 Nov-14 Nov-22 Police UPD 14 Police Report 14-3309 Nov-14 Nov-22 Police UPD 14 Police Report 14-3311 Nov-14 Nov-22 Police UPD 14 Police Report 14-3312 Nov-14 Nov-22 Police UPD 14 Police Report 14-3313 Nov-14 Nov-22 Police UPD 14 Police Report 14-3314 Nov-14 Nov-22 Police UPD 14 Police Report 14-3315 Nov-14 Nov-22 Police UPD 14 Police Report 14-3316 Nov-14 Nov-22 Police UPD 14 Police Report 14-3317 Nov-14 Nov-22 Police UPD 14 Police Report 14-3318 Nov-14 Nov-22 Police UPD 14 Police Report 14-3319 Nov-14 Nov-22 Police UPD 14 Police Report 14-3322 Nov-14 Nov-22 Police UPD 14 Police Report 14-3323 Nov-14 Nov-22 Police UPD 14 Police Report 14-3325 Nov-14 Nov-22 Police UPD 14 Police Report 14-3329 Nov-14 Nov-22 Police UPD 14 Police Report 14-3331 Nov-14 Nov-22 Police UPD 14 Police Report 14-3334 Nov-14 Nov-22 Police UPD 14 Police Report 14-3335 Nov-14 Nov-22 Police UPD 14 Police Report 14-3336 Nov-14 Nov-22 Police UPD 14 Police Report 14-3337 Nov-14 Nov-22 Police UPD 14 Police Report 14-3338 Nov-14 Nov-22 Police 53 Page 59 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 14 Police Report 14-3340 Nov-14 Nov-22 Police UPD 14 Police Report 14-3341 Nov-14 Nov-22 Police UPD 14 Police Report 14-3342 Nov-14 Nov-22 Police UPD 14 Police Report 14-3343 Nov-14 Nov-22 Police UPD 14 Police Report 14-3344 Nov-14 Nov-22 Police UPD 14 Police Report 14-3345 Nov-14 Nov-22 Police UPD 14 Police Report 14-3346 Nov-14 Nov-22 Police UPD 14 Police Report 14-3347 Nov-14 Nov-22 Police UPD 14 Police Report 14-3348 Nov-14 Nov-22 Police UPD 14 Police Report 14-3349 Nov-14 Nov-22 Police UPD 14 Police Report 14-3350 Nov-14 Nov-22 Police UPD 14 Police Report 14-3351 Nov-14 Nov-22 Police UPD 14 Police Report 14-3352 Nov-14 Nov-22 Police UPD 14 Police Report 14-3353 Nov-14 Nov-22 Police UPD 14 Police Report 14-3354 Nov-14 Nov-22 Police UPD 14 Police Report 14-3355 Nov-14 Nov-22 Police UPD 14 Police Report 14-3356 Nov-14 Nov-22 Police UPD 14 Police Report 14-3358 Nov-14 Nov-22 Police UPD 14 Police Report 14-3359 Nov-14 Nov-22 Police UPD 14 Police Report 14-3360 Nov-14 Nov-22 Police UPD 14 Police Report 14-3361 Nov-14 Nov-22 Police UPD 14 Police Report 14-3362 Nov-14 Nov-22 Police UPD 14 Police Report 14-3363 Nov-14 Nov-22 Police UPD 14 Police Report 14-3364 Nov-14 Nov-22 Police UPD 14 Police Report 14-3365 Nov-14 Nov-22 Police UPD 14 Police Report 14-3366 Nov-14 Nov-22 Police UPD 14 Police Report 14-3367 Nov-14 Nov-22 Police UPD 14 Police Report 14-3368 Nov-14 Nov-22 Police UPD 14 Police Report 14-3369 Nov-14 Nov-22 Police UPD 14 Police Report 14-3370 Nov-14 Nov-22 Police UPD 14 Police Report 14-3371 Nov-14 Nov-22 Police UPD 14 Police Report 14-3372 Nov-14 Nov-22 Police UPD 14 Police Report 14-3374 Nov-14 Nov-22 Police UPD 14 Police Report 14-3375 Nov-14 Nov-22 Police UPD 14 Police Report 14-3376 Nov-14 Nov-22 Police UPD 14 Police Report 14-3377 Nov-14 Nov-22 Police UPD 14 Police Report 14-3378 Nov-14 Nov-22 Police UPD 14 Police Report 14-3380 Nov-14 Nov-22 Police UPD 14 Police Report 14-3383 Nov-14 Nov-22 Police UPD 14 Police Report 14-3384 Nov-14 Nov-22 Police UPD 14 Police Report 14-3385 Nov-14 Nov-22 Police UPD 14 Police Report 14-3386 Nov-14 Nov-22 Police UPD 14 Police Report 14-3387 Nov-14 Nov-22 Police UPD 14 Police Report 14-3388 Nov-14 Nov-22 Police UPD 14 Police Report 14-3389 Nov-14 Nov-22 Police UPD 14 Police Report 14-3390 Nov-14 Nov-22 Police UPD 14 Police Report 14-3391 Nov-14 Nov-22 Police UPD 14 Police Report 14-3393 Nov-14 Nov-22 Police UPD 14 Police Report 14-3394 Nov-14 Nov-22 Police UPD 14 Police Report 14-3395 Nov-14 Nov-22 Police UPD 14 Police Report 14-3396 Nov-14 Nov-22 Police UPD 14 Police Report 14-3397 Nov-14 Nov-22 Police UPD 14 Police Report 14-3398 Nov-14 Nov-22 Police UPD 14 Police Report 14-3399 Nov-14 Nov-22 Police UPD 14 Police Report 14-3401 Nov-14 Nov-22 Police UPD 14 Police Report 14-3402 Nov-14 Nov-22 Police UPD 14 Police Report 14-3406 Nov-14 Nov-22 Police UPD 14 Police Report 14-3407 Nov-14 Nov-22 Police UPD 14 Police Report 14-3408 Nov-14 Nov-22 Police UPD 14 Police Report 14-3409 Nov-14 Nov-22 Police UPD 14 Police Report 14-3410 Nov-14 Nov-22 Police UPD 14 Police Report 14-3412 Nov-14 Nov-22 Police UPD 14 Police Report 14-3413 Nov-14 Nov-22 Police UPD 14 Police Report 14-3414 Nov-14 Nov-22 Police 53 Page 60 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 14 Police Report 14-3415 Nov-14 Nov-22 Police UPD 14 Police Report 14-3416 Nov-14 Nov-22 Police UPD 14 Police Report 14-3417 Nov-14 Nov-22 Police UPD 14 Police Report 14-3418 Nov-14 Nov-22 Police UPD 14 Police Report 14-3419 Nov-14 Nov-22 Police UPD 14 Police Report 14-3421 Nov-14 Nov-22 Police UPD 14 Police Report 14-3423 Nov-14 Nov-22 Police UPD 14 Police Report 14-3424 Nov-14 Nov-22 Police UPD 14 Police Report 14-3425 Nov-14 Nov-22 Police UPD 14 Police Report 14-3426 Nov-14 Nov-22 Police UPD 14 Police Report 14-3430 Nov-14 Nov-22 Police UPD 14 Police Report 14-3431 Nov-14 Nov-22 Police UPD 14 Police Report 14-3432 Nov-14 Nov-22 Police UPD 14 Police Report 14-3433 Nov-14 Nov-22 Police UPD 14 Police Report 14-3435 Nov-14 Nov-22 Police UPD 14 Police Report 14-3436 Nov-14 Nov-22 Police UPD 14 Police Report 14-3437 Nov-14 Nov-22 Police UPD 14 Police Report 14-3438 Nov-14 Nov-22 Police UPD 14 Police Report 14-3439 Nov-14 Nov-22 Police UPD 14 Police Report 14-3440 Nov-14 Nov-22 Police UPD 14 Police Report 14-3441 Nov-14 Nov-22 Police UPD 14 Police Report 14-3444 Nov-14 Nov-22 Police UPD 14 Police Report 14-3446 Nov-14 Nov-22 Police UPD 14 Police Report 14-3447 Nov-14 Nov-22 Police UPD 14 Police Report 14-3448 Nov-14 Nov-22 Police UPD 14 Police Report 14-3449 Nov-14 Nov-22 Police UPD 14 Police Report 14-3450 Nov-14 Nov-22 Police UPD 14 Police Report 14-3451 Nov-14 Nov-22 Police UPD 14 Police Report 14-3452 Nov-14 Nov-22 Police UPD 14 Police Report 14-3453 Nov-14 Nov-22 Police UPD 14 Police Report 14-3454 Nov-14 Nov-22 Police UPD 14 Police Report 14-3455 Nov-14 Nov-22 Police UPD 14 Police Report 14-3456 Nov-14 Nov-22 Police UPD 14 Police Report 14-3458 Nov-14 Nov-22 Police UPD 14 Police Report 14-3460 Nov-14 Nov-22 Police UPD 14 Police Report 14-3462 Nov-14 Nov-22 Police UPD 14 Police Report 14-3463 Nov-14 Nov-22 Police UPD 14 Police Report 14-3464 Nov-14 Nov-22 Police UPD 14 Police Report 14-3465 Nov-14 Nov-22 Police UPD 14 Police Report 14-3466 Nov-14 Nov-22 Police UPD 14 Police Report 14-3467 Nov-14 Nov-22 Police UPD 14 Police Report 14-3468 Nov-14 Nov-22 Police UPD 14 Police Report 14-3469 Nov-14 Nov-22 Police UPD 14 Police Report 14-3470 Nov-14 Nov-22 Police UPD 14 Police Report 14-3472 Nov-14 Nov-22 Police UPD 14 Police Report 14-3473 Nov-14 Nov-22 Police UPD 14 Police Report 14-3474 Nov-14 Nov-22 Police UPD 14 Police Report 14-3475 Nov-14 Nov-22 Police UPD 14 Police Report 14-3476 Nov-14 Nov-22 Police UPD 14 Police Report 14-3477 Nov-14 Nov-22 Police UPD 14 Police Report 14-3478 Nov-14 Nov-22 Police UPD 14 Police Report 14-3479 Nov-14 Nov-22 Police UPD 14 Police Report 14-3480 Nov-14 Nov-22 Police UPD 14 Police Report 14-3481 Nov-14 Nov-22 Police UPD 14 Police Report 14-3483 Nov-14 Nov-22 Police UPD 14 Police Report 14-3484 Nov-14 Nov-22 Police UPD 14 Police Report 14-3485 Nov-14 Nov-22 Police UPD 14 Police Report 14-3487 Nov-14 Nov-22 Police UPD 14 Police Report 14-3488 Nov-14 Nov-22 Police UPD 14 Police Report 14-3489 Nov-14 Nov-22 Police UPD 14 Police Report 14-3492 Nov-14 Nov-22 Police UPD 14 Police Report 14-3493 Nov-14 Nov-22 Police UPD 14 Police Report 14-3494 Nov-14 Nov-22 Police UPD 14 Police Report 14-3496 Nov-14 Nov-22 Police 53 Page 61 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 14 Police Report 14-3497 Nov-14 Nov-22 Police UPD 14 Police Report 14-3498 Nov-14 Nov-22 Police UPD 14 Police Report 14-3500 Nov-14 Nov-22 Police UPD 14 Police Report 14-3501 Nov-14 Nov-22 Police UPD 14 Police Report 14-3502 Nov-14 Nov-22 Police UPD 14 Police Report 14-3503 Nov-14 Nov-22 Police UPD 14 Police Report 14-3504 Nov-14 Nov-22 Police UPD 14 Police Report 14-3506 Nov-14 Nov-22 Police UPD 14 Police Report 14-3507 Nov-14 Nov-22 Police UPD 14 Police Report 14-3509 Nov-14 Nov-22 Police UPD 14 Police Report 14-3512 Nov-14 Nov-22 Police UPD 14 Police Report 14-3513 Nov-14 Nov-22 Police UPD 14 Police Report 14-3514 Nov-14 Nov-22 Police UPD 14 Police Report 14-3515 Nov-14 Nov-22 Police UPD 14 Police Report 14-3516 Nov-14 Nov-22 Police UPD 14 Police Report 14-3517 Nov-14 Nov-22 Police UPD 14 Police Report 14-3521 Nov-14 Nov-22 Police UPD 14 Police Report 14-3522 Nov-14 Nov-22 Police UPD 14 Police Report 14-3523 Nov-14 Nov-22 Police UPD 14 Police Report 14-3524 Nov-14 Nov-22 Police UPD 14 Police Report 14-3525 Nov-14 Nov-22 Police UPD 14 Police Report 14-3526 Nov-14 Nov-22 Police UPD 14 Police Report 14-3527 Nov-14 Nov-22 Police UPD 14 Police Report 14-3528 Nov-14 Nov-22 Police UPD 14 Police Report 14-3530 Nov-14 Nov-22 Police UPD 14 Police Report 14-3534 Nov-14 Nov-22 Police UPD 14 Police Report 14-3539 Nov-14 Nov-22 Police UPD 14 Police Report 14-3540 Nov-14 Nov-22 Police UPD 14 Police Report 14-3541 Nov-14 Nov-22 Police UPD 14 Police Report 14-3542 Nov-14 Nov-22 Police UPD 14 Police Report 14-3543 Nov-14 Nov-22 Police UPD 14 Police Report 14-3544 Nov-14 Nov-22 Police UPD 14 Police Report 14-3545 Nov-14 Nov-22 Police UPD 14 Police Report 14-3546 Nov-14 Nov-22 Police UPD 14 Police Report 14-3547 Nov-14 Nov-22 Police UPD 14 Police Report 14-3549 Nov-14 Nov-22 Police UPD 14 Police Report 14-3550 Nov-14 Nov-22 Police UPD 14 Police Report 14-3551 Nov-14 Nov-22 Police UPD 14 Police Report 14-3552 Nov-14 Nov-22 Police UPD 14 Police Report 14-3553 Nov-14 Nov-22 Police UPD 14 Police Report 14-3554 Nov-14 Nov-22 Police UPD 14 Police Report 14-3555 Nov-14 Nov-22 Police UPD 14 Police Report 14-3556 Nov-14 Nov-22 Police UPD 14 Police Report 14-3557 Nov-14 Nov-22 Police UPD 14 Police Report 14-3558 Nov-14 Nov-22 Police UPD 14 Police Report 14-3560 Nov-14 Nov-22 Police UPD 14 Police Report 14-3561 Nov-14 Nov-22 Police UPD 14 Police Report 14-3562 Nov-14 Nov-22 Police UPD 14 Police Report 14-3563 Nov-14 Nov-22 Police UPD 14 Police Report 14-3564 Nov-14 Nov-22 Police UPD 14 Police Report 14-3565 Nov-14 Nov-22 Police UPD 14 Police Report 14-3566 Nov-14 Nov-22 Police UPD 14 Police Report 14-3567 Nov-14 Nov-22 Police UPD 14 Police Report 14-3568 Nov-14 Nov-22 Police UPD 14 Police Report 14-3569 Nov-14 Nov-22 Police UPD 14 Police Report 14-3570 Nov-14 Nov-22 Police UPD 14 Police Report 14-3571 Nov-14 Nov-22 Police UPD 14 Police Report 14-3572 Nov-14 Nov-22 Police UPD 14 Police Report 14-3573 Nov-14 Nov-22 Police UPD 14 Police Report 14-3574 Nov-14 Nov-22 Police UPD 14 Police Report 14-3575 Nov-14 Nov-22 Police UPD 14 Police Report 14-3576 Nov-14 Nov-22 Police UPD 14 Police Report 14-3577 Nov-14 Nov-22 Police UPD 14 Police Report 14-3578 Nov-14 Nov-22 Police 53 Page 62 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 14 Police Report 14-3579 Nov-14 Nov-22 Police UPD 14 Police Report 14-3580 Nov-14 Nov-22 Police UPD 15 Police Report 14-3581 Nov-14 Nov-22 Police UPD 15 Police Report 14-3582 Nov-14 Nov-22 Police UPD 15 Police Report 14-3583 Nov-14 Nov-22 Police UPD 15 Police Report 14-3585 Nov-14 Nov-22 Police UPD 15 Police Report 14-3586 Nov-14 Nov-22 Police UPD 15 Police Report 14-3587 Nov-14 Nov-22 Police UPD 15 Police Report 14-3588 Nov-14 Nov-22 Police UPD 15 Police Report 14-3589 Nov-14 Nov-22 Police UPD 15 Police Report 14-3590 Nov-14 Nov-22 Police UPD 15 Police Report 14-3591 Nov-14 Nov-22 Police UPD 15 Police Report 14-3592 Nov-14 Nov-22 Police UPD 15 Police Report 14-3593 Nov-14 Nov-22 Police UPD 15 Police Report 14-3594 Nov-14 Nov-22 Police UPD 15 Police Report 14-3595 Nov-14 Nov-22 Police UPD 15 Police Report 14-3596 Nov-14 Nov-22 Police UPD 15 Police Report 14-3597 Nov-14 Nov-22 Police UPD 15 Police Report 14-3598 Dec-14 Dec-22 Police UPD 15 Police Report 14-3600 Dec-14 Dec-22 Police UPD 15 Police Report 14-3601 Dec-14 Dec-22 Police UPD 15 Police Report 14-3602 Dec-14 Dec-22 Police UPD 15 Police Report 14-3603 Dec-14 Dec-22 Police UPD 15 Police Report 14-3604 Dec-14 Dec-22 Police UPD 15 Police Report 14-3605 Dec-14 Dec-22 Police UPD 15 Police Report 14-3607 Dec-14 Dec-22 Police UPD 15 Police Report 14-3608 Dec-14 Dec-22 Police UPD 15 Police Report 14-3609 Dec-14 Dec-22 Police UPD 15 Police Report 14-3610 Dec-14 Dec-22 Police UPD 15 Police Report 14-3611 Dec-14 Dec-22 Police UPD 15 Police Report 14-3612 Dec-14 Dec-22 Police UPD 15 Police Report 14-3613 Dec-14 Dec-22 Police UPD 15 Police Report 14-3615 Dec-14 Dec-22 Police UPD 15 Police Report 14-3616 Dec-14 Dec-22 Police UPD 15 Police Report 14-3618 Dec-14 Dec-22 Police UPD 15 Police Report 14-3619 Dec-14 Dec-22 Police UPD 15 Police Report 14-3620 Dec-14 Dec-22 Police UPD 15 Police Report 14-3622 Dec-14 Dec-22 Police UPD 15 Police Report 14-3623 Dec-14 Dec-22 Police UPD 15 Police Report 14-3624 Dec-14 Dec-22 Police UPD 15 Police Report 14-3625 Dec-14 Dec-22 Police UPD 15 Police Report 14-3627 Dec-14 Dec-22 Police UPD 15 Police Report 14-3628 Dec-14 Dec-22 Police UPD 15 Police Report 14-3630 Dec-14 Dec-22 Police UPD 15 Police Report 14-3631 Dec-14 Dec-22 Police UPD 15 Police Report 14-3632 Dec-14 Dec-22 Police UPD 15 Police Report 14-3633 Dec-14 Dec-22 Police UPD 15 Police Report 14-3634 Dec-14 Dec-22 Police UPD 15 Police Report 14-3635 Dec-14 Dec-22 Police UPD 15 Police Report 14-3636 Dec-14 Dec-22 Police UPD 15 Police Report 14-3637 Dec-14 Dec-22 Police UPD 15 Police Report 14-3638 Dec-14 Dec-22 Police UPD 15 Police Report 14-3639 Dec-14 Dec-22 Police UPD 15 Police Report 14-3640 Dec-14 Dec-22 Police UPD 15 Police Report 14-3641 Dec-14 Dec-22 Police UPD 15 Police Report 14-3642 Dec-14 Dec-22 Police UPD 15 Police Report 14-3644 Dec-14 Dec-22 Police UPD 15 Police Report 14-3645 Dec-14 Dec-22 Police UPD 15 Police Report 14-3646 Dec-14 Dec-22 Police UPD 15 Police Report 14-3647 Dec-14 Dec-22 Police UPD 15 Police Report 14-3648 Dec-14 Dec-22 Police UPD 15 Police Report 14-3649 Dec-14 Dec-22 Police UPD 15 Police Report 14-3650 Dec-14 Dec-22 Police UPD 15 Police Report 14-3651 Dec-14 Dec-22 Police 53 Page 63 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 15 Police Report 14-3652 Dec-14 Dec-22 Police UPD 15 Police Report 14-3653 Dec-14 Dec-22 Police UPD 15 Police Report 14-3654 Dec-14 Dec-22 Police UPD 15 Police Report 14-3655 Dec-14 Dec-22 Police UPD 15 Police Report 14-3657 Dec-14 Dec-22 Police UPD 15 Police Report 14-3658 Dec-14 Dec-22 Police UPD 15 Police Report 14-3659 Dec-14 Dec-22 Police UPD 15 Police Report 14-3660 Dec-14 Dec-22 Police UPD 15 Police Report 14-3661 Dec-14 Dec-22 Police UPD 15 Police Report 14-3662 Dec-14 Dec-22 Police UPD 15 Police Report 14-3663 Dec-14 Dec-22 Police UPD 15 Police Report 14-3664 Dec-14 Dec-22 Police UPD 15 Police Report 14-3665 Dec-14 Dec-22 Police UPD 15 Police Report 14-3666 Dec-14 Dec-22 Police UPD 15 Police Report 14-3667 Dec-14 Dec-22 Police UPD 15 Police Report 14-3668 Dec-14 Dec-22 Police UPD 15 Police Report 14-3669 Dec-14 Dec-22 Police UPD 15 Police Report 14-3670 Dec-14 Dec-22 Police UPD 15 Police Report 14-3671 Dec-14 Dec-22 Police UPD 15 Police Report 14-3672 Dec-14 Dec-22 Police UPD 15 Police Report 14-3674 Dec-14 Dec-22 Police UPD 15 Police Report 14-3677 Dec-14 Dec-22 Police UPD 15 Police Report 14-3678 Dec-14 Dec-22 Police UPD 15 Police Report 14-3680 Dec-14 Dec-22 Police UPD 15 Police Report 14-3681 Dec-14 Dec-22 Police UPD 15 Police Report 14-3682 Dec-14 Dec-22 Police UPD 15 Police Report 14-3683 Dec-14 Dec-22 Police UPD 15 Police Report 14-3684 Dec-14 Dec-22 Police UPD 15 Police Report 14-3685 Dec-14 Dec-22 Police UPD 15 Police Report 14-3686 Dec-14 Dec-22 Police UPD 15 Police Report 14-3687 Dec-14 Dec-22 Police UPD 15 Police Report 14-3688 Dec-14 Dec-22 Police UPD 15 Police Report 14-3689 Dec-14 Dec-22 Police UPD 15 Police Report 14-3690 Dec-14 Dec-22 Police UPD 15 Police Report 14-3699 Dec-14 Dec-22 Police UPD 15 Police Report 14-3700 Dec-14 Dec-22 Police UPD 15 Police Report 14-3701 Dec-14 Dec-22 Police UPD 15 Police Report 14-3702 Dec-14 Dec-22 Police UPD 15 Police Report 14-3703 Dec-14 Dec-22 Police UPD 15 Police Report 14-3704 Dec-14 Dec-22 Police UPD 15 Police Report 14-3705 Dec-14 Dec-22 Police UPD 15 Police Report 14-3706 Dec-14 Dec-22 Police UPD 15 Police Report 14-3707 Dec-14 Dec-22 Police UPD 15 Police Report 14-3708 Dec-14 Dec-22 Police UPD 15 Police Report 14-3709 Dec-14 Dec-22 Police UPD 15 Police Report 14-3710 Dec-14 Dec-22 Police UPD 15 Police Report 14-3711 Dec-14 Dec-22 Police UPD 15 Police Report 14-3712 Dec-14 Dec-22 Police UPD 15 Police Report 14-3713 Dec-14 Dec-22 Police UPD 15 Police Report 14-3714 Dec-14 Dec-22 Police UPD 15 Police Report 14-3715 Dec-14 Dec-22 Police UPD 15 Police Report 14-3716 Dec-14 Dec-22 Police UPD 15 Police Report 14-3718 Dec-14 Dec-22 Police UPD 15 Police Report 14-3720 Dec-14 Dec-22 Police UPD 15 Police Report 14-3721 Dec-14 Dec-22 Police UPD 15 Police Report 14-3723 Dec-14 Dec-22 Police UPD 15 Police Report 14-3726 Dec-14 Dec-22 Police UPD 15 Police Report 14-3727 Dec-14 Dec-22 Police UPD 15 Police Report 14-3728 Dec-14 Dec-22 Police UPD 15 Police Report 14-3729 Dec-14 Dec-22 Police UPD 15 Police Report 14-3730 Dec-14 Dec-22 Police UPD 15 Police Report 14-3731 Dec-14 Dec-22 Police UPD 15 Police Report 14-3732 Dec-14 Dec-22 Police UPD 15 Police Report 14-3733 Dec-14 Dec-22 Police 53 Page 64 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 15 Police Report 14-3734 Dec-14 Dec-22 Police UPD 15 Police Report 14-3735 Dec-14 Dec-22 Police UPD 15 Police Report 14-3736 Dec-14 Dec-22 Police UPD 15 Police Report 14-3737 Dec-14 Dec-22 Police UPD 15 Police Report 14-3738 Dec-14 Dec-22 Police UPD 15 Police Report 14-3739 Dec-14 Dec-22 Police UPD 15 Police Report 14-3740 Dec-14 Dec-22 Police UPD 15 Police Report 14-3741 Dec-14 Dec-22 Police UPD 15 Police Report 14-3742 Dec-14 Dec-22 Police UPD 15 Police Report 14-3743 Dec-14 Dec-22 Police UPD 15 Police Report 14-3744 Dec-14 Dec-22 Police UPD 15 Police Report 14-3745 Dec-14 Dec-22 Police UPD 15 Police Report 14-3746 Dec-14 Dec-22 Police UPD 15 Police Report 14-3747 Dec-14 Dec-22 Police UPD 15 Police Report 14-3748 Dec-14 Dec-22 Police UPD 15 Police Report 14-3749 Dec-14 Dec-22 Police UPD 15 Police Report 14-3750 Dec-14 Dec-22 Police UPD 15 Police Report 14-3751 Dec-14 Dec-22 Police UPD 15 Police Report 14-3752 Dec-14 Dec-22 Police UPD 15 Police Report 14-3753 Dec-14 Dec-22 Police UPD 15 Police Report 14-3754 Dec-14 Dec-22 Police UPD 15 Police Report 14-3755 Dec-14 Dec-22 Police UPD 15 Police Report 14-3756 Dec-14 Dec-22 Police UPD 15 Police Report 14-3757 Dec-14 Dec-22 Police UPD 15 Police Report 14-3758 Dec-14 Dec-22 Police UPD 15 Police Report 14-3759 Dec-14 Dec-22 Police UPD 15 Police Report 14-3760 Dec-14 Dec-22 Police UPD 15 Police Report 14-3761 Dec-14 Dec-22 Police UPD 15 Police Report 14-3762 Dec-14 Dec-22 Police UPD 15 Police Report 14-3764 Dec-14 Dec-22 Police UPD 15 Police Report 14-3765 Dec-14 Dec-22 Police UPD 15 Police Report 14-3766 Dec-14 Dec-22 Police UPD 15 Police Report 14-3767 Dec-14 Dec-22 Police UPD 15 Police Report 14-3768 Dec-14 Dec-22 Police UPD 15 Police Report 14-3769 Dec-14 Dec-22 Police UPD 15 Police Report 14-3770 Dec-14 Dec-22 Police UPD 15 Police Report 14-3771 Dec-14 Dec-22 Police UPD 15 Police Report 14-3772 Dec-14 Dec-22 Police UPD 15 Police Report 14-3775 Dec-14 Dec-22 Police UPD 15 Police Report 14-3776 Dec-14 Dec-22 Police UPD 15 Police Report 14-3777 Dec-14 Dec-22 Police UPD 15 Police Report 14-3778 Dec-14 Dec-22 Police UPD 15 Police Report 14-3779 Dec-14 Dec-22 Police UPD 15 Police Report 14-3780 Dec-14 Dec-22 Police UPD 15 Police Report 14-3781 Dec-14 Dec-22 Police UPD 15 Police Report 14-3782 Dec-14 Dec-22 Police UPD 15 Police Report 14-3783 Dec-14 Dec-22 Police UPD 15 Police Report 14-3784 Dec-14 Dec-22 Police UPD 15 Police Report 14-3785 Dec-14 Dec-22 Police UPD 15 Police Report 14-3786 Dec-14 Dec-22 Police UPD 15 Police Report 14-3787 Dec-14 Dec-22 Police UPD 15 Police Report 14-3788 Dec-14 Dec-22 Police UPD 15 Police Report 14-3789 Dec-14 Dec-22 Police UPD 15 Police Report 14-3790 Dec-14 Dec-22 Police UPD 15 Police Report 14-3794 Dec-14 Dec-22 Police UPD 15 Police Report 14-3795 Dec-14 Dec-22 Police UPD 15 Police Report 14-3798 Dec-14 Dec-22 Police UPD 15 Police Report 14-3799 Dec-14 Dec-22 Police UPD 15 Police Report 14-3800 Dec-14 Dec-22 Police UPD 15 Police Report 14-3801 Dec-14 Dec-22 Police UPD 15 Police Report 14-3802 Dec-14 Dec-22 Police UPD 15 Police Report 14-3803 Dec-14 Dec-22 Police UPD 15 Police Report 14-3804 Dec-14 Dec-22 Police UPD 15 Police Report 14-3805 Dec-14 Dec-22 Police 53 Page 65 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 15 Police Report 14-3806 Dec-14 Dec-22 Police UPD 15 Police Report 14-3807 Dec-14 Dec-22 Police UPD 15 Police Report 14-3808 Dec-14 Dec-22 Police UPD 15 Police Report 14-3809 Dec-14 Dec-22 Police UPD 15 Police Report 14-3810 Dec-14 Dec-22 Police UPD 15 Police Report 14-3811 Dec-14 Dec-22 Police UPD 15 Police Report 14-3812 Dec-14 Dec-22 Police UPD 15 Police Report 14-3813 Dec-14 Dec-22 Police UPD 15 Police Report 14-3814 Dec-14 Dec-22 Police UPD 15 Police Report 14-3815 Dec-14 Dec-22 Police UPD 15 Police Report 14-3816 Dec-14 Dec-22 Police UPD 15 Police Report 14-3817 Dec-14 Dec-22 Police UPD 15 Police Report 14-3818 Dec-14 Dec-22 Police UPD 15 Police Report 14-3819 Dec-14 Dec-22 Police UPD 15 Police Report 14-3822 Dec-14 Dec-22 Police UPD 15 Police Report 14-3823 Dec-14 Dec-22 Police UPD 15 Police Report 14-3826 Dec-14 Dec-22 Police UPD 15 Police Report 14-3827 Dec-14 Dec-22 Police UPD 15 Police Report 14-3828 Dec-14 Dec-22 Police UPD 15 Police Report 14-3829 Dec-14 Dec-22 Police UPD 15 Police Report 14-3830 Dec-14 Dec-22 Police UPD 15 Police Report 14-3831 Dec-14 Dec-22 Police UPD 16 Police Report 14-3832 Dec-14 Dec-22 Police UPD 16 Police Report 14-3833 Dec-14 Dec-22 Police UPD 16 Police Report 14-3834 Dec-14 Dec-22 Police UPD 16 Police Report 14-3835 Dec-14 Dec-22 Police UPD 16 Police Report 14-3836 Dec-14 Dec-22 Police UPD 16 Police Report 14-3837 Dec-14 Dec-22 Police UPD 16 Police Report 14-3838 Dec-14 Dec-22 Police UPD 16 Police Report 14-3839 Dec-14 Dec-22 Police UPD 16 Police Report 14-3840 Dec-14 Dec-22 Police UPD 16 Police Report 14-3841 Dec-14 Dec-22 Police UPD 16 Police Report 14-3842 Dec-14 Dec-22 Police UPD 16 Police Report 14-3843 Dec-14 Dec-22 Police UPD 16 Police Report 14-3844 Dec-14 Dec-22 Police UPD 16 Police Report 14-3846 Dec-14 Dec-22 Police UPD 16 Police Report 14-3847 Dec-14 Dec-22 Police UPD 16 Police Report 14-3848 Dec-14 Dec-22 Police UPD 16 Police Report 14-3849 Dec-14 Dec-22 Police UPD 16 Police Report 14-3850 Dec-14 Dec-22 Police UPD 16 Police Report 14-3851 Dec-14 Dec-22 Police UPD 16 Police Report 14-3852 Dec-14 Dec-22 Police UPD 16 Police Report 14-3853 Dec-14 Dec-22 Police UPD 16 Police Report 14-3854 Dec-14 Dec-22 Police UPD 16 Police Report 14-3856 Dec-14 Dec-22 Police UPD 16 Police Report 14-3858 Dec-14 Dec-22 Police UPD 16 Police Report 14-3859 Dec-14 Dec-22 Police UPD 16 Police Report 14-3862 Dec-14 Dec-22 Police UPD 16 Police Report 14-3863 Dec-14 Dec-22 Police UPD 16 Police Report 14-3864 Dec-14 Dec-22 Police UPD 16 Police Report 14-3865 Dec-14 Dec-22 Police UPD 16 Police Report 14-3866 Dec-14 Dec-22 Police UPD 16 Police Report 14-3867 Dec-14 Dec-22 Police UPD 16 Police Report 14-3868 Dec-14 Dec-22 Police UPD 16 Police Report 14-3870 Dec-14 Dec-22 Police UPD 16 Police Report 14-3871 Dec-14 Dec-22 Police UPD 16 Police Report 14-3873 Dec-14 Dec-22 Police UPD 16 Police Report 14-3874 Dec-14 Dec-22 Police UPD 16 Police Report 14-3875 Dec-14 Dec-22 Police UPD 16 Police Report 14-3876 Dec-14 Dec-22 Police UPD 16 Police Report 14-3877 Dec-14 Dec-22 Police UPD 16 Police Report 14-3879 Dec-14 Dec-22 Police UPD 16 Police Report 14-3881 Dec-14 Dec-22 Police UPD 16 Police Report 14-3883 Dec-14 Dec-22 Police 53 Page 66 of 457 LOC. BOX# RECORD TITLE REPORT NUMBER RECORDS DATE RETAIN UNTIL DEPARTMENT UPD 16 Police Report 14-3885 Dec-14 Dec-22 Police UPD 16 Police Report 14-3886 Dec-14 Dec-22 Police UPD 16 Police Report 14-3891 Dec-14 Dec-22 Police UPD 16 Police Report 14-3893 Dec-14 Dec-22 Police UPD 16 Police Report 14-3894 Dec-14 Dec-22 Police UPD 16 Police Report 14-3895 Dec-14 Dec-22 Police UPD 16 Police Report 14-3896 Dec-14 Dec-22 Police UPD 16 Police Report 14-3897 Dec-14 Dec-22 Police UPD 16 Police Report 14-3898 Dec-14 Dec-22 Police UPD 16 Police Report 14-3899 Dec-14 Dec-22 Police UPD 16 Police Report 14-3900 Dec-14 Dec-22 Police UPD 16 Police Report 14-3901 Dec-14 Dec-22 Police UPD 16 Police Report 14-3902 Dec-14 Dec-22 Police UPD 16 Police Report 14-3903 Dec-14 Dec-22 Police UPD 16 Police Report 14-3905 Dec-14 Dec-22 Police UPD 16 Police Report 14-3906 Dec-14 Dec-22 Police UPD 16 Police Report 14-3907 Dec-14 Dec-22 Police UPD 16 Police Report 14-3908 Dec-14 Dec-22 Police UPD 16 Police Report 14-3909 Dec-14 Dec-22 Police 53 Page 67 of 457 Page 1 of 2 Agenda Item No: 8.b. MEETING DATE/TIME: 11/1/2023 ITEM NO: 2023-3144 AGENDA SUMMARY REPORT SUBJECT: Consideration of Nomination and Possible Adoption of a Resolution Appointing Steven Ratley to the Public Spaces Commission. DEPARTMENT: City Clerk PREPARED BY: Kristine Lawler, City Clerk PRESENTER: Kristine Lawler, City Clerk ATTACHMENTS: 1. Public Spaces Commission - Municiple Code Sections 2. Application 3. Nomination 4. Proposed Resolution Summary: Council will review a nomination, and possibly adopt a resolution appointing Steven Ratley to the At-large City or County Resident position on the Public Spaces Commission. Background: The Public Spaces Commission (PSC) (see Attachment 1 for more information) has two ‘At- large City or County Resident’ positions, with at least one of the positions having been noticed since May 20, 2022. Discussion: The City Clerk’s office has received an application from Steven Ratley (Attachment 2) that meets the residency requirements, with no other applications having been received. Councilmember Sher, being the next in line to make a nomination to the PSC, has submitted a nomination (Attachment 3) for Steven Ratley’s appointment. Therefore, Staff is recommending that Council adopt the resolution (Attachment 4) appointing Steven Rately to the At-large City or County Resident position on the Public Spaces Commission, term to expire on November 1, 2026. Recommended Action: Adopt Resolution appointing Steven Ratley to the At-large City or County Resident position on the Public Spaces Commission, term to expire on November 1, 2026. BUDGET AMENDMENT REQUIRED: N/A CURRENT BUDGET AMOUNT: N/A PROPOSED BUDGET AMOUNT: N/A FINANCING SOURCE: N/A PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A COORDINATED WITH: N/A DIVERSITY-EQUITY INITIATIVES (DEI): Goal 5 – Instill diversity, equity, and inclusion as essential core elements of policy-making, accountability, and delivery of City services. CLIMATE INITIATIVES (CI): Page 68 of 457 Page 2 of 2 Page 69 of 457 10/24/23, 7:54 AM Div. 1, Ch. 4, Art. 1 PUBLIC SPACES COMMISSION https://www.codepublishing.com/CA/Ukiah/#!/Ukiah01/Ukiah0104-0100.html#art1 1/3 CHAPTER 4 COMMISSIONS AND BOARDS ARTICLE 1. PUBLIC SPACES COMMISSION SECTION: §1000 CREATION There is hereby created a Public Spaces Commission. This advisory body shall report to the City Council. (Ord. 783, §1, adopted 1982; Ord. 916, §2, adopted 1990; Ord. 1020, adopted 1999; Ord. 1219, §2, adopted 2022) §1001 MEMBERSHIP; APPOINTMENT The Commission shall consist of seven (7) at large members who may reside within the City limits or outside the City limits but within the Ukiah Valley; provided, that a majority of the seven (7) Commission members must reside within the City limits. All members of the Commission shall be appointed by the City Council. (Ord. 783, §1, adopted 1982; Ord. 890, adopted 1989; Ord. 916, §2, adopted 1990; Ord. 935, §2, adopted 1993; Ord. 1020, adopted 1999; Ord. 1100, §1, adopted 2007; Ord. 1159, §1, adopted 2015; Ord. 1219, §2, adopted 2022) §1002 TERM OF OFFICE; VACANCIES All appointments to this Commission shall be for a term of three (3) years. Reappointments to the Commission shall be pursuant to Chapter 4, Article 5 of this division. (Ord. 783, §1, adopted 1982; Ord. 916, §2, adopted 1990; Ord. 1020, adopted 1999; Ord. 1219, §2, adopted 2022) §1003 DUTIES AND POWERS The Public Spaces Commission shall provide advice and recommendations to Council regarding (1) City-owned properties that are open to the public, free of charge, such as parks, paths, and public rights-of-way; (2) creeks within the City limits; (3) open spaces within and outside of the City limits that are undeveloped and conserved or in consideration of future conservation; (4) and the recreational uses of these spaces. In addition, the Public Spaces Commission shall have the power and duty to: ATTACHMENT 1 Page 70 of 457 10/24/23, 7:54 AM Div. 1, Ch. 4, Art. 1 PUBLIC SPACES COMMISSION https://www.codepublishing.com/CA/Ukiah/#!/Ukiah01/Ukiah0104-0100.html#art1 2/3 A.Solicit, collate, and analyze public input on the wise use of public spaces. B.Provide recommendations and advice to both City staff and the City Council based on said public input. C.If deemed necessary by the Commission, form working groups in collaboration with City staff to explore and formulate advice or recommendations on specific areas regarding the wise use of public spaces. D.Commission activities related to solicitation, review, and analysis of public input shall be guided by the Community Outreach Plan. The Commission shall prepare and annually update a Community Outreach Plan to be approved by City Council. The Community Outreach Plan will guide the methodology, scheduling, and tracking of the Commission’s community engagement. E.The Commission shall hold at least six (6) regular meetings per year as scheduled and noticed in compliance with the annually updated Community Outreach Plan. It shall adopt rules for the transaction of business which shall be included in the Community Outreach Plan. F.The Commission shall keep a record of its transactions, findings, recommendations, and any other action item, which record shall be a public record. (Ord. 783, §1, adopted 1982; Ord. 916, §2, adopted 1990; Ord. 1020, adopted 1999; Ord. 1219, §2, adopted 2022) §1004 COMPENSATION The members of the Commission shall receive no compensation, except such traveling expenses as are authorized by law. (Ord. 783, §1, adopted 1982; Ord. 916, §2, adopted 1990; Ord. 1219, §2, adopted 2022) §1005 CHAIRPERSON; OFFICERS The Commission shall elect a chairperson from among its members for a term of one year and may elect such other officers as it may determine. (Ord. 783, §1, adopted 1982; Ord. 916, §2, adopted 1990; Ord. 1219, §2, adopted 2022) The Ukiah City Code is current through Ordinance 1232, passed May 3, 2023. Disclaimer: The City Clerk’s office has the official version of the Ukiah City Code. Users should contact the City Clerk’s office for ordinances passed subsequent to the ordinance cited above. City Website: https://www.cityofukiah.com/ City Telephone: (707) 463-6217 Code Publishing Company Page 71 of 457 ATTACHMENT 2 Page 72 of 457 Page 73 of 457 MEMORANDUM Date: November 25, 2023 To: Kristine Lawler, City Clerk From: Susan Sher, Councilmember Subject: Nomination for Public Spaces Commission I nominate Steven Ratley for the Public Spaces Commission as an At-large City or County Resident Representative, to be considered at the November 1, 2023, Regular City Council meeting. Signature ______________________________ Susan Sher (Oct 24, 2023 13:43 CDT) Susan Sher ATTACHMENT 3 Page 74 of 457 RESOLUTION NO. 2023- RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH APPOINTING STEVEN RATLEY TO THE PUBLIC SPACES COMMISSION WHEREAS, The Public Spaces Commission (PSC) has two ‘At-large City or County Resident’ positions; and WHEREAS, at least one ‘At-large City or County Resident’ vacancy has been noticed since May 20, 2022; and WHEREAS, the Clerk’s office has received an application from Steven Ratley, who meets the residency requirements, with no other applications having been received; and WHEREAS, the City Clerk’s office has received a nomination from Councilmember Sher, being the next in line to make a nomination, for the appointment of Steven Ratley. NOW, THEREFORE, BE IT RESOLVED, that the Ukiah City Council does hereby appoint the following person and term: BOARD/ COMMISSION NAME POSITION TERM ENDING Public Spaces Commission Steven Ratley At-large City or County Representative 11/1/26 PASSED AND ADOPTED this 1st day of November, 2023, by the following roll call vote: AYES: NOES: ABSTAIN: ABSENT: _______________________________ Mari Rodin, Mayor ATTEST: __________________________________ Kristine Lawler, City Clerk ATTACHMENT 4 Page 75 of 457 Page 1 of 2 Agenda Item No: 8.c. MEETING DATE/TIME: 11/1/2023 ITEM NO: 2023-3149 AGENDA SUMMARY REPORT SUBJECT: Approval Notice of Completion for Ghilotti Construction Co. for the Clara Avenue Reconstruction Project, Specification 20-08, and Direct the City Clerk to File the Notice of Completion with the County Recorder. DEPARTMENT: Public Works PREPARED BY: Seth Strader, Administrative Analyst PRESENTER: Tim Eriksen, Director of Public Works ATTACHMENTS: 1. Plans and Specifications ATT 1 2. Notice-of-Completion att 2 Summary: Council will consider approving the Notice of Completion for the Clara Avenue Reconstruction Project, Specification 201, and approving a final payment of the 5% retention to Ghilotti Construction Co. Background: The Public Works Department has completed the water and sewer utility replacement, pedestrian and sidewalk improvements, ADA accessibility, and street striping along Clara Avenue. Discussion: At the August 3, 2022, Regular Meeting the City Council had awarded the Clara Avenue Reconstruction Project to Ghilotti Construction Co. in the amount of $3,476,711.98. The contract price was based on the engineer’s estimate provided in the bid package. The project cost increased due to project actuals and additional construction services that were not included in the original contract but found necessary during the course of project work, which included additional asphalt reinforcement and speed cushions. The total project cost was $3,529,096.76. The contract work was completed in conformance with the Project Plans (Attachment 1) on September 30, 2023. Final payment of the retention will be made to the contractor after 35 days from the date the Notice of Completion (Attachment 2) is filed with the County Recorder. Note: The Complete Street Ad-hoc and Public Works Staff continue to evaluate and gather data regarding the effectiveness and/or impact of the addivitve speed cushions. This ongoing evaluation is outside the scope of the contract work with Ghilotti and not related to the completion of the contract and corresponding notice of completion. Recommended Action: Approve the Notice of Completion for the Clara Avenue Reconstruction Project, Specification 20-08, and direct the City Clerk to file the Notice of Completion with the County Recorder. BUDGET AMENDMENT REQUIRED: N/A CURRENT BUDGET AMOUNT: 25224220.80230.18184: $3,529,096.76 PROPOSED BUDGET AMOUNT: N/A FINANCING SOURCE: 2022 Lease Revenue Bonds PREVIOUS CONTRACT/PURCHASE ORDER NO.: 2223090 COORDINATED WITH: Andrew Strickling, Senior Engineer, and Tim Eriksen, Director of Public Works DIVERSITY-EQUITY INITIATIVES (DEI): Page 76 of 457 Page 2 of 2 CLIMATE INITIATIVES (CI): 2b – Encourage active transportation as a viable alternative to automobiles. GENERAL PLAN ELEMENTS (GP):GP-A3 - Mobility Element Page 77 of 457 Attachment 1 Page 78 of 457 DETAIL AND SECTION CALLOUTS CONSTRUCTION NOTE DESIGNATIONS GENERAL NOTES ABBREVIATIONS LEGEND SURVEY CONTROL POINTS CLARA AVENUE Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 312 NO T E S & S U R V E Y C O N T R O L AB B R E V I A T I O N S , L E G E N D , G E N E R A L SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T Page 79 of 457 MA T C H L I N E - S T A . 1 3 + 0 0 S E E S H E E T N O . 4 CLARA AVENUE CONSTRUCTION NOTES Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 313 ST A . 1 0 + 0 0 T O S T A . 1 3 + 0 0 PL A N & P R O F I L E SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T NO R T H S T A T E S T R E E T PROFILE MA T C H L I N E - S T A . 1 3 + 0 0 S E E S H E E T N O . 4 CONTROL LINE POINT DATA Page 80 of 457 CLARA AVENUE MA T C H L I N E - S T A . 1 3 + 0 0 S E E S H E E T N O . 3 MA T C H L I N E - S T A . 1 6 + 7 5 S E E S H E E T N O . 5 CONSTRUCTION NOTES Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 314 ST A . 1 3 + 0 0 T O S T A . 1 6 + 7 5 PL A N & P R O F I L E SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T PROFILE MA T C H L I N E - S T A . 1 3 + 0 0 S E E S H E E T N O . 3 MA T C H L I N E - S T A . 1 6 + 7 5 S E E S H E E T N O . 5 Page 81 of 457 CLARA AVENUE MA T C H L I N E - S T A . 1 6 + 7 5 S E E S H E E T N O . 4 MA T C H L I N E - S T A . 2 0 + 5 0 S E E S H E E T N O . 6 CONSTRUCTION NOTES Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 315 ST A . 1 6 + 7 5 T O S T A . 2 0 + 5 0 PL A N & P R O F I L E SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T MA S O N ST R E E T PROFILE MA T C H L I N E - S T A . 1 6 + 7 5 S E E S H E E T N O . 4 PROFILE MA T C H L I N E - S T A . 2 0 + 5 0 S E E S H E E T N O . 6 CONTROL LINE POINT DATA Page 82 of 457 CLARA AVENUE MA T C H L I N E - S T A . 2 0 + 5 0 S E E S H E E T N O . 5 MA T C H L I N E - S T A . 2 4 + 2 5 S E E S H E E T N O . 7 CONSTRUCTION NOTES Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 316 ST A . 2 0 + 5 0 T O S T A . 2 4 + 2 5 PL A N & P R O F I L E SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T JOSEPH STREET PROFILE MA T C H L I N E - S T A . 2 0 + 5 0 S E E S H E E T N O . 5 MA T C H L I N E - S T A . 2 4 + 2 5 S E E S H E E T N O . 7 CONTROL LINE POINT DATA Page 83 of 457 CLARA AVENUE MA T C H L I N E - S T A . 2 4 + 2 5 S E E S H E E T N O . 6 MA T C H L I N E - S T A . 2 8 + 2 5 S E E S H E E T N O . 8 CONSTRUCTION NOTES Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 317 ST A . 2 4 + 2 5 T O S T A . 2 8 + 2 5 PL A N & P R O F I L E SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T HAMILTON STREET MYRON PLACE PROFILE MA T C H L I N E - S T A . 2 4 + 2 5 S E E S H E E T N O . 6 MA T C H L I N E - S T A . 2 8 + 2 5 S E E S H E E T N O . 8 CONTROL LINE POINT DATA Page 84 of 457 CLARA AVENUE MA T C H L I N E - S T A . 2 8 + 2 5 S E E S H E E T N O . 7 MA T C H L I N E - S T A . 3 2 + 2 5 S E E S H E E T N O . 9 CONSTRUCTION NOTES Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 318 ST A . 2 8 + 2 5 T O S T A . 3 2 + 2 5 PL A N & P R O F I L E SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T SI D N I E S T R E E T PROFILE MA T C H L I N E - S T A . 2 8 + 2 5 S E E S H E E T N O . 7 MA T C H L I N E - S T A . 3 2 + 2 5 S E E S H E E T N O . 9 CONTROL LINE POINT DATA Page 85 of 457 CLARA AVENUE MA T C H L I N E - S T A . 3 2 + 2 5 S E E S H E E T N O . 8 CONSTRUCTION NOTES Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 319 ST A . 3 2 + 2 5 T O S T A . 3 6 + 5 0 PL A N & P R O F I L E SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T NO R T H O R C H A R D A V E N U E PROFILE MA T C H L I N E - S T A . 3 2 + 2 5 S E E S H E E T N O . 8 CONTROL LINE CURVE DATA ∆ = ∆ = ∆ = ∆ = ∆ = ∆ = ∆ = ∆ = CONTROL LINE POINT DATA Page 86 of 457 LEGEND MA T C H L I N E - S T A . 1 4 + 5 0 S E E A B O V E R I G H T MA T C H L I N E - S T A . 1 4 + 5 0 S E E B E L O W L E F T MA T C H L I N E - S T A . 1 9 + 7 5 S E E S H E E T N O . 1 1 CONSTRUCTION NOTES - Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 3110 ST A . 1 0 + 0 0 T O S T A . 1 9 + 7 5 ST R I P I N G & R E C O N S T R U C T I O N P L A N SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T NO R T H S T A T E S T R E E T MA S O N ST R E E T Page 87 of 457 LEGEND MA T C H L I N E - S T A . 2 4 + 5 0 S E E A B O V E R I G H T MA T C H L I N E - S T A . 2 8 + 7 5 S E E S H E E T N O . 1 2 MA T C H L I N E - S T A . 1 9 + 7 5 S E E S H E E T N O . 1 0 CONSTRUCTION NOTES - Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 3111 ST A . 1 9 + 7 5 T O S T A . 2 8 + 7 5 ST R I P I N G & R E C O N S T R U C T I O N P L A N SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T MA T C H L I N E - S T A . 2 4 + 5 0 S E E B E L O W L E F T HAMILTON STREET MYRON PLACE JOSEPH STREET Page 88 of 457 LEGEND MA T C H L I N E - S T A . 2 8 + 7 5 S E E S H E E T N O . 1 1 CONSTRUCTION NOTES - Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 3112 ST A . 2 8 + 7 5 T O S T A . 3 6 + 0 0 ST R I P I N G & R E C O N S T R U C T I O N P L A N SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T MA T C H L I N E - S T A . 3 2 + 5 0 B E L O W L E F T MA T C H L I N E - S T A . 3 2 + 5 0 S E E A B O V E R I G H T - 1 EDGE GRINDING AT LIP OF GUTTER FOR OVERLAY CROSSWALK BAR DETAIL 2 - SI D N I E S T R E E T NO R T H O R C H A R D A V E N U E Page 89 of 457 - 1 Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 3113 BU L B O U T D E T A I L S N. S T A T E S T . A N D M Y R O N P L . SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T - 2 Page 90 of 457 - 1 Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 3114 BU L B O U T D E T A I L S MA S O N S T R E E T SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T Page 91 of 457 - 1 - 2 - 3 Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 3115 BU L B O U T D E T A I L S SI D N I E S T . SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T Page 92 of 457 Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 3116 DE T A I L S SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T TYPICAL PAVEMENT RECONSTRUCTION SECTION - 2 MANHOLE WATER VALVE MONUMENT SEWER CLEANOUT 5 - TYPICAL PAVEMENT RECONSTRUCTION SECTION - 3 TYPICAL PAVEMENT RECONSTRUCTION SECTION - 1 18" CURB, GUTTER & CONFORM DETAIL8 - SIDEWALK 7 - MEDIAN CURB & ISLAND9 - 4 - CURB, GUTTER & SIDEWALK DETAIL 8 - 7 - 8 - 6 - BLIND CONNECTION DETAIL10 - TYPICAL OVERLAY SECTION - 12 MAILBOX INSTALLATION DETAIL - 11 Page 93 of 457 Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 3117 DE T A I L S SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T "" " " AA BB SIDEWALK, CURB & GUTTER DOWEL DETAIL4 - NOTES: SECTION A-A PLAN - 5 1SIDEWALK WARP DETAIL - PROFILE TYPICAL SECTION PLAN VIEW TYPICAL SECTION - PAVING STONE DETAIL 2 3 - SECTION A-A LEGENDNOTE: TYP. CROSS-GUTTER PLAN DETAIL "A" AC DRIVEWAY DETAIL DRIVEWAY CONFORM DETAIL6 - GRAVEL DRIVEWAY DETAIL PCC DRIVEWAY DETAIL Page 94 of 457 Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 3118 DE T A I L S SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 10" DIAMETER PIPE AND SMALLER NOTES: 1 - ABANDONED PIPE PLUG DETAIL NOTES: TYPICAL CONCRETE ANCHOR BLOCK FOR SECTION "A-A"ELEVATION VERTICAL BEND NOTES: ELEVATION PLAN NOTES: 2 - WATER MAIN LOWERING DETAIL 3 - TYPICAL CONCRETE ANCHOR BLOCK FOR COMBINATION HORIZONTAL-VERTICAL BEND 4 - TEMPORARY BLOWOFF 3 - 5 - 5 - CONCRETE THRUST BLOCK TYPICAL CONC. BLOCKING SHOWN IN PERSPECTIVE NOTES: BEND TEE OFFSET 5 - NOTES: 7 - INSIDE DROP INLET SANITARY SEWER MANHOLE TYPICAL PIPE JOINT AND INSULATOR TYPICAL DIRT STOP DETAIL SECTION "A-A" UTILITY ENCASEMENT DETAIL 6 - Page 95 of 457 Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 3119 ST A . 1 0 + 2 5 T O S T A . 1 2 + 7 5 CR O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CROSS SECTION SCALES10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12+7511+85.64 Page 96 of 457 CROSS SECTION SCALES Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 3120 ST A . 1 2 + 9 4 . 2 7 T O S T A . 1 5 + 0 0 CR O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 13+00 13+25 13+50 13+75 14+00 14+25 14+50 14+75 15+00 12+94.27 13+60.01 14+36.35 Page 97 of 457 CROSS SECTION SCALES Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 3121 ST A . 1 5 + 1 7 . 0 3 T O S T A . 1 7 + 1 6 . 3 6 CR O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 15+25 15+50 15+75 16+00 16+25 16+50 16+75 17+00 15+17.03 15+44.40 15+95.24 17+16.36 Page 98 of 457 CROSS SECTION SCALES Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 3122 ST A . 1 7 + 2 5 T O S T A . 1 8 + 2 5 CR O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 17+25 17+50 17+75 18+00 18+25 17+68 Page 99 of 457 Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 3123 ST A . 1 8 + 5 0 T O S T A . 2 0 + 8 9 . 6 4 CR O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CROSS SECTION SCALES 18+50 18+75 19+00 19+25 19+50 19+75 20+00 20+25 20+50 20+7519+86.34 20+89.60 Page 100 of 457 Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 3124 ST A . 2 1 + 0 0 T O S T A . 2 3 + 2 5 CR O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CROSS SECTION SCALES 21+00 21+25 21+50 21+75 22+00 22+25 22+50 22+75 23+00 23+25 21+11.28 21+69 Page 101 of 457 Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 3125 ST A . 2 3 + 5 0 T O S T A . 2 5 + 8 3 . 4 8 CR O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CROSS SECTION SCALES 23+50 23+75 24+00 24+25 24+50 24+75 25+00 25+25 25+50 25+75 25+67.46 25+83.46 Page 102 of 457 Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 3126 ST A . 2 6 + 0 0 T O S T A . 2 8 + 2 5 CR O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CROSS SECTION SCALES 26+00 26+25 26+50 26+75 27+00 27+25 27+50 27+75 28+00 28+2527+66.03 27+87.52 Page 103 of 457 Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 3127 ST A . 2 8 + 5 0 T O S T A . 3 0 + 5 0 CR O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CROSS SECTION SCALES 28+50 28+75 29+00 29+25 29+50 29+75 30+00 30+25 30+50 28+92.80 29+12.94 29+38.66 Page 104 of 457 Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 3128 ST A . 3 0 + 7 5 T O S T A . 3 2 + 9 6 . 6 5 CR O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CROSS SECTION SCALES 30+75 31+00 31+25 31+50 31+75 32+00 32+25 32+50 32+75 32+80.51 32+96.6531+40.28 Page 105 of 457 Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 3129 ST A . 3 3 + 0 0 T O S T A . 3 4 + 2 5 CR O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CROSS SECTION SCALES 33+00 33+12.79 33+25 33+32.48 33+50 33+52.17 33+67.41 33+75 33+82.65 34+00 34+11.56 34+25 Page 106 of 457 Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 3130 ST A . 3 4 + 4 0 . 4 6 T O S T A . 3 5 + 5 0 CR O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CROSS SECTION SCALES 34+40.46 34+50 34+53.72 34+66.98 34+75 34+80.52 34+94.06 35+00 35+06.30 35+18.54 35+25 35+50 Page 107 of 457 Co a s t l a n d C i v i l E n g i n e e r i n g , I n c . APRIL 2020 3131 ST A . 3 5 + 7 5 T O S T A . 3 6 + 2 5 CR O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 0 - 0 8 CL A R A A V E N U E R E C O N S T R U C T I O N P R O J E C T 29-4352 CROSS SECTION SCALES 35+75 36+00 36+25 Page 108 of 457 Please return to: CITY OF UKIAH 300 Seminary Avenue Ukiah, California 95482-5400 (707) 463-6200 NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN: 1.That the project described as: Clara Avenue Reconstruction Project, Specification No. 20-08 2.That the nature of the title to the transportation, pedestrian and utility improvements on along Clara Avenue. 3.That on the 30th day of September 2023, the Contract work for this project was actually completed. 4.That the name and address of the Contractor is Ghilotti Construction Co., 246 Ghilotti Avenue, Santa Rosa, CA 95407. 5.That the real property herein referred to is situated in the County of Mendocino, State of California, and is described as follows: City-owned property identified as Clara Avenue. I hereby certify under penalty of perjury that the forgoing is true and correct: City Council Approval CITY OF UKIAH, a Municipal Corporation _________________ By: __________ Date Kristine Lawler, City Clerk Date State of California County of Mendocino Exempt from recording fees pursuant to Government Code Section 27383 ATTACHMENT 2 Page 109 of 457 Page 1 of 2 Agenda Item No: 8.d. MEETING DATE/TIME: 11/1/2023 ITEM NO: 2023-3151 AGENDA SUMMARY REPORT SUBJECT: Approval of Plans and Specifications for the Urban Core Rehabilitation and Transportation Project, Specification 23-07, and Direct Staff to Advertise for Bids. DEPARTMENT: Public Works PREPARED BY: Seth Strader, Administrative Analyst PRESENTER: Tim Eriksen, Public Works Director/City Engineer ATTACHMENTS: 1. 2022-LPP Staff Recommendations 2. PLANS DRAFT att 2 3. BID SPEC DRAFT att 3 Summary: Council will consider approving the plans and specifications for the Urban Core Rehabilitation and Transportation Project (UCRTP), Specification 23-07, and directing staff to advertise for bids. This project includes the installation of water and sewer main facilities, roadway reconstruction, curb, gutter, sidewalk and other pedestrian and ADA improvements and striping. Background: City Staff prepared and submitted a grant application for partial funding for the reconstruction of Gobbi Street, Main Street and Perkins Street. These projects will consist of utility replacement on Gobbi and Main streets with pedestrian, cyclist, and ADA improvements on all three streets. These three projects were originally envisioned, designed and budgeted to occur during separate construction seasons and were originally funded with Series 2022 Lease Revenue Bonds. Staff was notified on June 8 that the California Transportation Commission approved (Attachment 1) and $6,074,000.00 was awarded for this project, now to be called the Urban Core Rehabilitation and Transportation Project (UCRTP). This amount accounts for 43.3% of the total project cost. Due to the competitive nature of the grant, it was determined that the City putting up 57.7% of the project costs rather than the minimum 50% would give the City's application an advantage over other jurisdictions and municipalities. The engineer's estimate for the project is $14,384,000. See Attachment 2 for a copy of the completed plans and Attachment 3 for the project specifications. City staff worked with the Complete Streets Ad-Hoc in order to include as many Complete Street features as possible into this project. Roadway medians on East Gobbi Street are currently in design with the consultant and will be included with the construction project as discussed with the Ad-Hoc. The utility, pedestrian enhancements and street reconstruction will facilitate future exploration and/or implementation of gateway and streetscape features like roundabouts, refuge islands, bike lanes and road diets. Discussion: With the grant awarded and the project approved, the next step is to complete an allocation request for funds with the California Transportation Commission (CTC), the same body that awarded the project to the City. To complete the allocation request, the City must program the estimated costs for construction of the project via approved plans and specifications (Attachment 2 and 3) in time for the CTC agenda deadline of November 25, 2023, for their review and approval on February 25, 2024. Staff plans to release the project for bids in January 2024 with the bid opening and Council award following Page 110 of 457 Page 2 of 2 shortly after the CTC's review and approval on February 25, 2024. This timeline would allow for construction to begin in spring 2024. Recommended Action: Approve Plans and Specifications for the Urban Core Rehabilitation and Transportation Project, Specification 23-07, and direct Staff to advertise for bids. BUDGET AMENDMENT REQUIRED: Not at this time. CURRENT BUDGET AMOUNT: N/A PROPOSED BUDGET AMOUNT: N/A FINANCING SOURCE: 2022 Lease Revenue Bonds PREVIOUS CONTRACT/PURCHASE ORDER NO.: COORDINATED WITH: Andrew Stricklin, Senior Engineer, Jason Benson, Senior Engineer and TIm Eriksen, Public Works Director DIVERSITY-EQUITY INITIATIVES (DEI): CLIMATE INITIATIVES (CI): 2b – Encourage active transportation as a viable alternative to automobiles. GENERAL PLAN ELEMENTS (GP):GP-A3 - Mobility Element Page 111 of 457 CALIFORNIA TRANSPORTATION COMMISSION JUNE 8, 2023 SENATE BILL 1 PROGRAMS – STAFF RECOMMENDATIONS 2022 LOCAL PARTNERSHIP COMPETITIVE PROGRAM Staff recommends Local Partnership Competitive Program funds totaling $142,453,000 for eleven projects valued at approximately $610 million in total project costs. Recommendations for funding are set forth on the attached list of projects. The recommended projects contain public transit improvements including bus and rail improvements; traffic operational improvements including construction of a roundabout and the replacement of an interchange; a road diet that will reduce the number of travel lanes and incorporate more complete streets elements; and non-motorized facility improvements specifically for bicycles and pedestrians. These projects address key Climate Plan for Transportation Infrastructure principles and will address the needs of under- resourced communities, have positive environmental impacts, support efficient land use principles, and provide benefits to communities throughout California. These improvements will reduce congestion and vehicle miles traveled, improve air quality, improve safety on all modes, and create nearly 10,000 jobs. The recommended projects were determined to be the projects that best address the criteria as outlined in the guidelines. Created by Senate Bill 1 (Beall, Chapter 5, Statutes of 2017), the California Transportation Commission’s (Commission) Local Partnership Program provides $200 million annually to counties, cities, districts, and regional transportation agencies in which voters have approved fees or taxes dedicated solely to transportation improvements or that have imposed fees, including uniform developer fees, dedicated solely to transportation improvements. The annual $200 million allotment is reduced by $20 million in incentive funding and then divided into two separate programs: the formulaic program and the competitive program. Sixty percent of those funds are distributed to the formulaic program and forty percent of those funds are distributed to the competitive program. In August 2021, the Commission began development of the 2022 Local Partnership Program Guidelines. The Commission hosted seven public workshops to solicit stakeholder input on the guidelines between August 2021 and April 2022. The guidelines were prepared by Commission staff in consultation with Caltrans, the California Air Resources Board, the California Department of Housing and Community Development, the Commission’s Equity Advisory Roundtable, regional transportation planning agencies, local agencies, transportation advocates, and other stakeholders. In addition, new to this cycle, the Commission hosted 17 virtual office hour sessions from February 2022 to April 2022, where Commission staff provided technical assistance to potential applicants who wanted to discuss their project nominations for the 2022 Local Partnership Competitive Program. Adopted by the Commission at its meeting on August 17, 2022, the 2022 Local Partnership Competitive Program Guidelines describe the policy, standards, criteria, and procedures for the development, adoption, and management of the Local Partnership Competitive Program. The Commission established the 2022 Local Partnerships Program as a two-year, $144 million program (fiscal years 2023-24 and 2024-25). Project nominations were due to the Commission by November 29, 2022. 1 of 4 ATTACHMENT 1 Page 112 of 457 CALIFORNIA TRANSPORTATION COMMISSION JUNE 8, 2023 The Commission received 37 project nominations seeking over $560 million in funding. The projects nominated and the funding requested reflect a great need for local and regional transportation taxing authorities to address the state’s highest transportation needs. Since Senate Bill 1 provides an on-going funding source for the Local Partnership Competitive Program, agencies with projects not recommended for funding in this cycle will have the opportunity to apply for funding in subsequent cycles. An evaluation team consisting of Commission and Caltrans staff reviewed project nominations based on the criteria identified in the Commission’s adopted 2022 Local Partnership Competitive Program Guidelines. The nominations were also reviewed by California Department of Housing and Community Development staff to evaluate land use efficiency and housing benefits and by members of the Interagency Equity Advisory Committee to evaluate equity and community engagement sections. Due to the competitive nature of this program, staff evaluations were limited to documentation submitted with the nomination package, including the required performance metrics outlined in the program guidelines. Projects not recommended for funding were determined to be less competitive for a variety of reasons including required information was missing or unclear; non-compliance with guidelines and/or statutory requirements; or projects are being recommended for funding in other state and/or federal programs. The projects not recommended for funding demonstrated benefits but were found less competitive in this third cycle of the Local Partnerships Program. Nominating agency staff are encouraged to contact Commission staff for technical assistance to improve project nominations in future program funding cycles. The Commission will consider these staff recommendations and program adoption at its June 28-29, 2023, Commission Meeting. 2 of 4 Page 113 of 457 CALIFORNIA TRANSPORTATION COMMISSION COUNTY NOMINATING AGENCY PROJECT TITLE PROJECT TYPE RECOMMENDED FUNDING 2023-24 ($1000s) RECOMMENDED FUNDING 2024-25 ($1000s) TOTAL PROJECT COST ($1000s) RANKING Imposed Fee Taxing Authorities* El Dorado El Dorado County Pioneer Trail/US Hwy 50 Intersection Safety Improvement Project Highway / Local Road 3,055$ 9,127$ MEDIUM San Bernadino Rancho Cucamonga, City of Foothill Blvd Complete Street Project Local Road / Active Transportation 2,400$ 4,800$ MEDIUM (-) Voter Approved Taxing Authorities Sonoma Sonoma Co Transportation Authority (SCTA)US 101/Hearn Ave Regional Multimodal Interchange Highway / Local Road / Active Transportation 8,600$ 43,675$ HIGH Alameda Alameda County Transportation Commission (Alameda CTC)Oakland Alameda Access Project Highway / Local Road / Active Transportation 25,000$ 129,900$ HIGH Yuba Yuba County North Beale Road Complete Streets / Safety Project - Phase III Local Roads / Active Transportation 3,000$ 7,711$ HIGH Santa Clara Santa Clara Valley Transportation Authority (VTA)Mountain View Transit Center Grade Separation and Access Project Transit Rail / Transit Bus / Active Transportation 25,000$ 136,000$ HIGH (-) Sacramento Sacramento Transportation Authority (STA)US 50 Gold Line Corridor Enhancement Project - Hazel Ave/US 50 Interchange Highway / Local Road / Transit Rail 25,000$ 132,726$ HIGH (-) Tulare Tulare County Association of Governments (TCAG)SR99/Caldwell Ave Interchange, Safety and Multi-Modal Project Highway 15,000$ 68,227$ MED-HIGH Mendocino 1) Ukiah, City of 2) Mendocino Council of Government (MCOG)Urban Core Rehabilitation and Transportation Project Local Roads / Active Transportation 6,074$ 14,356$ MED-HIGH San Mateo San Mateo County Transit District (SamTrans)SamTrans Emission Zero Project Transit Bus $14,824 32,605$ MEDIUM (+) Los Angeles Los Angeles County Metropolitan Transportation Authority (LA Metro) Southeast Los Angeles Transit Improvements Project - NextGen Bus Line Corridors I-710 Transit Bus $14,500 $ 31,130 MEDIUM $49,898 $92,555 610,257$ $ 142,453 Total Recommended $6,253 recommendation overprogrammed COUNTY NOMINATING AGENCY PROJECT TITLE PROJECT TYPE REQUESTED FUNDING ($1000s) TOTAL PROJECT COST ($1000s) RANKING SOURCE Santa Barbara Santa Barbara County Association of Governments (SBCAG)US101 Multimodal Corridor - Segment 4D South - Three Creeks Highway 25,000$ $ 142,581 HIGH (-)SCCP Riverside 1) Riverside County Transportation Commission (RCTC) 2) So California Regional Rail Authority Metrolink Double Track Project: Moreno to Perris Transit Rail $15,500 $34,000 MED-HIGH (+)TIRCP Riverside 1) Riverside County Transportation Commission (RCTC) 2) Riverside County Mid County Parkway: Ramona Expressway Highway / Local Roads $25,000 $ 189,793 MEDIUM (-)SCCP FULLY FUNDED BY ANOTHER STATE PROGRAM RECOMMENDED FOR FUNDING 2022 Local Partnership Competitive Program STAFF RECOMMENDATIONS ($1,000s) - Project Fact Sheets are linked to the project titles *The Competitive Program will be divided in two parts: one for taxing authorities with voter-approved taxes, tolls, or fees; and the second for applicants with only imposed fees. The Competitive Program will be divided into these two groups based on relative tax, toll, and fee revenue of the applicants. In no case will the portion for applicants with only imposed fees be less than $5,000,000. June 8, 2023 13 of 4 Page 114 of 457 CALIFORNIA TRANSPORTATION COMMISSION 2022 Local Partnership Competitive Program STAFF RECOMMENDATIONS ($1,000s) COUNTY NOMINATING AGENCY PROJECT TITLE PROJECT TYPE REQUESTED FUNDING ($1000s) TOTAL PROJECT COST ($1000s) RANKING Imposed Fee Taxing Authorities Los Angeles San Gabriel, City of Valley Blvd Revitalization Project Locl Roads / Active Transportation $15,986 $11,755 MED-LOW Riverside Corona, City of Ontario Ave Widening/Complete Streets Project Highway / Local Roads / Active Transportation $2,500 $6,000 LOW Voter Approved Taxing Authorities Santa Cruz Santa Cruz Regional Transportation Commission (SCCRTC) Watsonville-Santa Cruz Multimodal Corridor Program - SR1 Freedom to State Park Auxiliary Lanes, Bus on Shoulders, and Coastal Rail Trail Segment 12 Project (SB1-Cycle 3: Contract #1) Transit Bus / Active Transportation / Highway $25,000 $ 216,743 MED-HIGH Orange 1) Orange County Transportation Authority (OCTA) 2) Caltrans D12 State Route 91 Operational and Multimodal Improvement Project Local Roads / Active Transportation $25,000 $ 107,670 MED-HIGH Stanislaus Stanislaus Council of Governments North County Corridor - Phase I Highway / Rail $25,000 $ 210,800 MEDIUM San Francisco BATA Bay Skyway Phase I Project (Bay Skyway Phase 1 - West Oakland Link)Active Transportation / Transit Ferry $11,000 $ 170,050 MEDIUM Contra Costa Contra Costa Transportation Authority (CCTA)Coordinated Adaptive Ramp Metering (CARM)Highway / Local Roads $4,500 $40,610 MEDIUM San Diego San Diego Association of Governments (SANDAG)Eastbrook to Shell Double Track Project Rail / Active Transportation / Local Roads $25,000 $ 111,543 MEDIUM Los Angeles Los Angeles County Metropolitan Transportation Authority (LA Metro)Division 8 Zero Emission Bus Charging Infrastructure Project (Equipment)Transit Bus $25,000 $71,396 MEDIUM Alameda Alameda-Contra Costa Transit District (AC Transit)Purchase Zero-Emission Buses Transit Bus $15,000 $61,839 MEDIUM (-) Madera 1) Madera County Transportation Commission (MCTC) 2) Caltrans D6 SR 99/233 Chowchilla Multimodal Interchange Improvement Project Highway / Local Roads / Active Transportation $11,000 $30,000 MED-LOW (+) San Mateo City/County Association of Governments of San Mateo County Hillside Blvd Improvement Project, Phase II Local Roads / Active Transportation $4,550 $9,100 MED-LOW (+) Santa Barbara Santa Barbara Co Association of Governments (SBCAG)US101 Multimodal Corridor - Segment 4E North - Cabrillo Interchange Highway 25,000$ $ 150,046 MED-LOW Santa Clara Santa Clara Valley Transportation Authority (VTA)I-280/Wolfe Rd Interchange Improvement Project Highway / Local Roads $25,000 $ 120,000 MED-LOW San Francisco City & County of San Francisco (CCSF) Next Generation Fare Gates at Embarcadero, Montgomery St., and Glen Park Stations Transit Rail $5,412 $10,825 MED-LOW San Francisco San Francisco County Transportation Authority (SFCTA) Next Generation Fare Gates at Embarcadero, Montgomery St., and Glen Park Stations Transit Rail $5,412 $10,825 MED-LOW San Mateo 1) San Mateo Co Transportation Authority (SMCTA) 2) City/County Association of Governments of San Mateo County US 101 / SR 92 Area Improvements and Multimodal Project - (US101/SR92 Area Improvements)Highway / Local Road / Active Transportation $12,803 $57,531 MED-LOW Sacramento 1) Sacramento Transportation Authority (STA) 2) Rancho Cordova, City of White Rock Road Safety and Congestion Relief Phase 3 Project Local Road / Active Transportation $9,250 $24,000 MED-LOW Los Angeles Los Angeles County Metropolitan Transportation Authority (LA Metro)North Hollywood Transit Center Transit Bus / Active Transportation $25,000 $62,000 MED-LOW Nevada Truckee, Town of Truckee Railyard Transit Center Transit Bus $2,000 $4,400 MED-LOW (-) San Francisco 1) City & County of San Francisco (CCSF) 2) San Francisco County Transportation Authority (SFCTA)Transbay Howard Streetscape Project Active Tansportation / Local Roads $12,875 $55,350 LOW (+) San Francisco 1) San Francisco County Transportation Authority (SFCTA) 2) City & County of San Francisco (CCSF)Transbay Howard Streetscape Project Active Tansportation / Local Roads $12,875 $55,350 LOW (+) Sacramento Galt, City of Carillion Blvd Safety Improvements Project City of Galt is not an eligible applicant $2,100 $ 2,800,000 INELIGIBLE NOT RECOMMENDED FOR FUNDING IN CYCLE 3 June 8, 2023 24 of 4 Page 115 of 457 NO T FO R BID Page 116 of 457 GENERAL NOTES ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO THE CURRENTCITY OF UKIAH DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS, THECALTRANS STANDARD PLANS AND SPECIFICATIONS (CURRENT EDITION), AND THECALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION). THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTEDCONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE ANDCOMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OFCONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THISREQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TONORMAL WORKING HOURS. THE CONTRACTOR FURTHER AGREES TO HOLD HARMLESS,INDEMNIFY AND DEFEND THE DESIGN PROFESSIONAL, THE OWNER AND THEIRCONSULTANTS, AND THE CITY OF UKIAH, AND EACH OF THEIR OFFICERS, EMPLOYEES, ANDAGENTS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THEPERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLENEGLIGENCE OF THE DESIGN PROFESSIONAL. AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE CITY OF UKIAH DEPARTMENTOF PUBLIC WORKS PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. ATRAFFIC CONTROL PLAN MUST BE SUBMITTED TO THE CITY OF UKIAH FOR APPROVAL PRIORTO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR SHALL OBTAIN A DE-WATERING PERMIT FROM THE NORTH COASTREGIONAL WATER QUALITY CONTROL BOARD FOR DE-WATERING OPERATIONS THAT AREUSED TO MANAGE THE REMOVAL OF GROUND WATER FROM EXCAVATIONS AND THEIRDISCHARGE TO THE WATERS OF THE STATE OR THE STORM DRAIN SYSTEM. APPROVAL MUSTBE OBTAINED FROM THE CITY OF UKIAH PUBLIC WORKS DEPARTMENT PRIOR TODISCHARGING GROUNDWATER TO THE SEWER. CONTRACTOR SHALL SECURE A TRENCH PERMIT FROM THE CALIFORNIA DIVISION OFINDUSTRIAL SAFETY PRIOR TO EXCAVATION OF ANY TRENCH OVER 5-FEET IN DEPTH. TEMPORARY STOCKPILES SHALL NOT BE LOCATED WITHIN CREEK SETBACK AREAS,PROTECTED VEGETATION/TREE AREAS OR WITHIN 10-FEET OF AN ADJACENT RESIDENTIALPROPERTY LINE. STOCKPILES TALLER THAN 2.5-FEET SHALL NOT BE WITHIN 50-FEET OF ANADJACENT RESIDENTIAL PROPERTY LINE. TEMPORARY STOCKPILES MUST BE REMOVED BY COMPLETION OF GRADING ACTIVITIESUNLESS A SEPARATE TEMPORARY USE PERMIT AND GRADING PERMIT IS OBTAINED FROMTHE CITY OF UKIAH FOR THE STOCKPILE. IF CONTAMINATED MATERIAL IS ENCOUNTERED DURING CONSTRUCTION, WORK MUSTSTOP UNTIL A WORK PLAN HAS BEEN APPROVED IN WRITING BY THE CITY OF UKIAH FIREDEPARTMENT AND THE NORTH COAST REGIONAL WATER QUALITY CONTROL BOARD.HAZARDOUS MATERIAL SHALL BE REMOVED AND DISPOSED OF ACCORDING TO THEREQUIREMENTS OF THE CITY OF UKIAH FIRE DEPARTMENT. THE APPLICANT IS REQUIRED TODEMONSTRATE COMPLIANCE WITH STATE AND LOCAL CODES FOR REMOVAL OF ASBESTOSCONTAINING MATERIALS DURING DEMOLITION OF THE STRUCTURES ON THE PROJECT SITE. IN THE EVENT THAT ANY REMAINS OF PREHISTORIC OR HISTORIC HUMAN ACTIVITIES AREENCOUNTERED DURING PROJECT-RELATED ACTIVITIES, WORK IN THE IMMEDIATE VICINITYOF THE FINDS SHALL HALT AND THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THEPROJECT SUPERINTENDENT AND THE CITY OF UKIAH INSPECTOR. WORK SHALL NOT RESUMEUNTIL A QUALIFIED ARCHAEOLOGIST OR HISTORIC ARCHAEOLOGIST, AS APPROPRIATE,APPROVED BY THE CITY OF UKIAH, HAS EVALUATED THE SITUATION AND MADERECOMMENDATIONS FOR TREATMENT OF THE RESOURCE, AND WHOSERECOMMENDATIONS ARE CARRIED OUT. IF HUMAN BURIAL REMAINS ARE ENCOUNTERED,THE CONTRACTOR MUST ALSO CONTACT THE MENDOCINO COUNTY CORONER. CONSTRUCTION HOURS SHALL BE LIMITED TO 7:00 AM TO 7:00 PM MONDAY THROUGHFRIDAY, AND 8:00 AM TO 6:00 PM ON SATURDAYS, EXCLUDING HOLIDAYS. THIS RESTRICTIONINCLUDES THE START UP OF ANY MOTORIZED EQUIPMENT. ALL CONTRACTORS' EQUIPMENTSHALL BE PROPERLY MUFFLED AND SHALL BE SHUT DOWN WHEN NOT IN USE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE OR DETERIORATIONOCCURRING TO EXISTING PUBLIC IMPROVEMENTS AS A DIRECT RESULT OF CONSTRUCTIONACTIVITY (GRADING, ROAD CONSTRUCTION, UTILITY INSTALLATION, ETC.). REPAIR MAYREQUIRE PATCHING, SEALING OR OVERLAYING AFFECTED AREAS AS APPROPRIATE TORETURN THE ROADS TO AT LEAST AS GOOD A CONDITION AS THEY WERE PRIOR TOCONSTRUCTION. IF THE CONTRACTOR DOES NOT ACT IN A TIMELY MANNER, THE CITY OFUKIAH MAY, AT ITS DISCRETION, PERFORM THE CORRECTION AND CHARGE THECONTRACTOR FOR ALL COSTS AND OVERHEAD INCURRED. THE CONTRACTOR SHALL PROVIDE RECORD DRAWINGS TO THE CITY OF UKIAH UPONCOMPLETION OF PROJECT AND PRIOR TO FINAL ACCEPTANCE. GRADING NOTES THE CONTRACTOR SHALL PERFORM GRADING UNDER THE OBSERVATION OF THEGEOTECHNICAL ENGINEER AND IN ACCORDANCE WITH THE RECOMMENDATIONS OF THEPROJECT GEOTECHNICAL REPORT. THE CONTRACTOR SHALL PERFORM GRADING TO WITHIN 0.10-FEET OF THE LINES ANDELEVATIONS SHOWN ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL REMOVE MATERIAL WHICH WILL NOT BE USED ON SITE AS IT ISEXCAVATED AND DISPOSE OF IN ACCORDANCE WITH THE GOVERNING AGENCY'SREQUIREMENTS. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN EXCAVATING WITHIN THE DRIPLINE OFANY TREE SHOWN ON THE PLANS TO REMAIN. ROOTS LARGER THAN 2 INCHES SHALL NOTBE CUT WITHOUT PERMISSION FROM THE ENGINEER. ADA COMPLIANCE: THE CONTRACTOR MUST COMPLY WITH THE REQUIREMENTS OF THEAMERICAN WITH DISABILITIES ACT (ADA) WHILE WORKING IN THE PUBLIC RIGHT-OF-WAY. IFTHE CONTRACTOR'S WORK IN THE PUBLIC RIGHT-OF-WAY WILL AFFECT PEDESTRIAN ACCESS,THE CONTRACTOR IS REQUIRED TO PROVIDE A PROPERLY SIGNED ACCESSIBLE ROUTE OFTRAVEL. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TONORMAL WORKING HOURS. FAILURE TO COMPLY WITH THE ADA CAN HAVE SERIOUSCONSEQUENCES FOR THE CONTRACTOR. SUCH FAILURE MAY RESULT IN LAWSUITS FORREGULATORY ACTIONS BY THE DEPARTMENT OF JUSTICE OR THE STATE ATTORNEY GENERAL. UTILITY NOTES UTILITY NOTES ALL UNDERGROUND IMPROVEMENTS INCLUDING SEWER LINES, WATER LINES, STORMDRAINS, PUBLIC UTILITY FACILITIES, AND SERVICES SHALL BE INSTALLED, TESTED, ANDACCEPTED BY THE CITY OF UKIAH PUBLIC WORKS DEPARTMENTS PRIOR TO PAVING. TRENCHPAVING FOR ALL UTILITIES SHALL BE COORDINATED AND INSTALLED AT THE SAME TIME. THE LOCATIONS OF UNDERGROUND OBSTRUCTIONS SHOWN ON THESE DRAWINGS AREAPPROXIMATE ONLY AND SHOULD NOT BE TAKEN AS FINAL OR ALL INCLUSIVE. THECONTRACTOR IS CAUTIONED THAT THESE DRAWINGS MAY NOT INCLUDE ALL EXISTINGUTILITIES INCLUDING WATER, SEWERS AND STORM DRAINS, AND THAT THE OWNER, THECITY OF UKIAH AND THE DESIGN PROFESSIONAL ASSUME NO RESPONSIBILITY FOROBSTRUCTIONS WHICH MAY BE ENCOUNTERED. CONTRACTOR TO POTHOLE ALL UNDERGROUND UTILITIES A MINIMUM OF 5 WORKING DAYSIN ADVANCE OF ANY EXCAVATION PER THE REQUIREMENTS OF CALIFORNIA GOVERNMENTCODE 4216. THE POTHOLING REQUIRES A LOG SUBMITTED TO DETERMINE THE HORIZONTALAND VERTICAL LOCATION OF THE UTILITY, TYPE, SIZE, PIPE MATERIAL, AND DEPTH TO THEBOTTOM AND TOP OF THE UTILITY. IF UNMARKED UTILITIES ARE ENCOUNTERED, OR IFUNABLE TO LOCATE A MARKED UTILITY AFTER POTHOLING, IMMEDIATELY NOTIFY THEOWNER AND ENGINEER. THE CONTRACTOR SHALL EXPOSE ALL EXISTING UTILITIES INCLUDING SEWERS AND STORMDRAINS PRIOR TO ANY TRENCHING TO ALLOW THE DESIGN PROFESSIONAL TO VERIFY THEGRADE AND ALIGNMENT OF THE UTILITIES, AND TO VERIFY DESIGN ASSUMPTIONS ANDEXACT FIELD LOCATIONS. EXISTING UTILITIES MAY REQUIRE RELOCATION AND/ORPROPOSED IMPROVEMENTS MAY REQUIRE GRADE OR ALIGNMENT REVISION DUE TO FIELDCONDITIONS. UTILITY CONFLICTS MAY OCCUR IN THOSE INSTANCES WHERE TWO GRAVITY UTILITIESCROSS AND LACK THE REQUIRED SEPARATION, OR IN THOSE INSTANCES WHERE ANEXISTING UTILITY HAS NOT BEEN IDENTIFIED IN THE CONSTRUCTION DOCUMENTS. CROSSING UTILITIES WHICH HAVE BEEN IDENTIFIED IN THE CONSTRUCTION DOCUMENTSMAY NOT BE CONSTRUED AS UTILITY CONFLICTS. THE CONTRACTOR SHALL INSTALLGRAVITY UTILITIES TO THE LINES AND ELEVATIONS IDENTIFIED IN THE CONSTRUCTIONDOCUMENTS AND INSTALL OTHER UTILITIES ABOVE OR BELOW GRAVITY UTILITIES WHILECOMPLYING WITH THE MINIMUM COVER REQUIREMENTS FOR EACH UTILITY INSTALLED. GRAVITY UTILITIES SHALL BE INSTALLED STARTING AT THE DOWNSTREAM END ANDCONSTRUCTED UP-GRADIENT. TO THE EXTENT PRACTICABLE, AND IN COORDINATION WITHTHE CITY OF UKIAH, THE CONTRACTOR SHALL ENDEAVOR TO RE-ESTABLISH EXISTING SEWERLATERAL CONNECTIONS TO THE NEW SEWER MAIN AS ENCOUNTERED DURING THE COURSEOF SEWER MAIN INSTALLATION. SEWER LATERAL DISCONNECT AND RE-ESTABLISHMENTSHALL HAPPEN DURING THE SAME WORKING DAY. THE USE OF CONTROLLED DENSITY BACKFILL (CDF) WITHIN ANY PUBLIC SEWER OR WATERTRENCH IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF UKIAHDIRECTOR OF UTILITIES. UTILITY TRENCH BACKFILL MATERIAL SHALL CONFORM TO THE LATEST LOCAL CITY, COUNTYAND/OR STATE STANDARDS. PROVIDE TRENCHING FOR STORM DRAIN PIPE IN ACCORDANCE WITH CITY OF UKIAHSTANDARD DRAWING NUMBER 420. THERE SHALL BE NO UNMETERED CONNECTIONS TO THE CITY OF UKIAH WATER SYSTEMINCLUDING CONNECTIONS BYPASSING THE METER FOR TESTING ONSITE PLUMBING OR FOROBTAINING CONSTRUCTION WATER. SUCH CONNECTIONS MAY BE SEVERED BY THEUTILITIES DEPARTMENT AND MAY RESULT IN PENALTIES, INCLUDING PAYMENT OF FINESAND ESTIMATED WATER USAGE FEES. MANHOLES SHALL BE COATED INSIDE WITH ONE (1) COAT OF THORO-SEAL, XPEX, ORAPPROVED EQUAL. UTILITY LENGTHS SHOWN REFLECT ROUNDED LENGTHS MEASURED HORIZONTALLYBETWEEN THE CENTERS OF STRUCTURES. THE CONTRACTOR SHALL VERIFY SLOPED UTILITYLENGTHS IN THE FIELD PRIOR TO ORDERING MATERIAL. STRIPING AND SIGNING NOTES UNLESS OTHERWISE SHOWN ON PLAN, THE CONTRACTOR SHALL RESTORE EXISTINGSTRIPING, SIGNAGE, CURB PAINT, ETC. THAT IS DAMAGED OR REMOVED (AND DOES NOTCONFLICT WITH THE PROPOSED STRIPING & SIGNAGE IMPROVEMENTS) AS A DIRECT RESULTOF CONSTRUCTION ACTIVITY TO AT LEAST AS GOOD OF A CONDITION AS THEY WERE PRIORTO CONSTRUCTION. STRIPING AND SIGNING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITHTHE LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD). MATERIALS SHALL BE FURNISHED BY THE CONTRACTOR. PROPOSED STRIPING AND MARKINGS SHALL BE INSTALLED THE SAME DAY AS THE REMOVALOF THE EXISTING STRIPING AND MARKINGS. IF NOT, CONTRACTOR SHALL PROVIDETEMPORARY PAVEMENT MARKERS UNTIL PROPOSED STRIPING AND MARKINGS AREINSTALLED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT AND CAT TRACKING OF ALLPROPOSED STRIPING AND MARKINGS. CAT TRACKING SHALL BE DONE A MINIMUM OF48-HOURS PRIOR TO PROPOSED STRIPING AND MARKING TO ALLOW THE CITY TIME FORREVIEW AND APPROVAL. EXISTING STRIPING AND MARKINGS TO BE REMOVED SHALL BE REMOVED BY GRINDING BYTHE CONTRACTOR. PAVEMENT LEGENDS, CROSSWALKS AND STOP BARS SHALL BE INSTALLED BY USINGTHERMOPLASTIC IN ACCORDANCE WITH LATEST EDITION OF THE CALIFORNIA MUTCD. STRIPING AND SIGNAGE ARE TO BE WORKED ON CONCURRENTLY. MAPPING NOTES THE CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND/OR PERPETUATION OF ALLEXISTING SURVEY MONUMENTS (CURB TAGS, IRON PIPES, CENTERLINE WELL DISKS, ETC). IFTHE CONTRACTOR SUSPECTS THAT WORK WILL BE CONDUCTED IN AN AREA WHICH MAYRESULT IN THE DISTURBANCE OF SURVEY MONUMENTS, THE CONTRACTOR SHALL RETAINTHE SERVICES OF A LICENSED PROFESSIONAL AUTHORIZED TO PRACTICE LAND SURVEYINGTO LOCATE SAID MONUMENTS PRIOR TO DISTURBANCE, RE-ESTABLISH MONUMENTSWHICH HAVE BEEN DISTURBED AS A RESULT OF CONSTRUCTION, AND FILE THEAPPROPRIATE DOCUMENTATION WITH THE COUNTY ONCE THE MONUMENTS ARE RESET.CONTRACTOR SHALL PROVIDE A MINIMUM OF TEN (10) WORKING DAYS NOTICE TO THEENGINEER/SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS.CONTRACTOR SHALL PROVIDE THE CITY WITH A MONUMENT CERTIFICATION LETTER FROMTHE ENGINEER/SURVEYOR STATING THAT THE EXISTING MONUMENTS HAVE BEENIDENTIFIED AND LOCATED PRIOR TO REMOVAL. THE LOCATIONS OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE DRAWINGS AREAPPROXIMATE AND ARE BASED ON OBSERVED TOPOGRAPHIC SURFACE FEATURES ANDAVAILABLE INFORMATION. THE PROFESSIONAL PREPARING THIS MAP ASSUMES NORESPONSIBILITY FOR THE ACCURACY OF THESE FACILITIES OR FOR THE INADVERTENTOMISSION OF RELATED INFORMATION. TREE DIAMETERS ARE MEASURED AT CHEST HEIGHT (48”). DRIPLINE DIAMETERS AND TREESPECIES ARE APPROXIMATE ONLY AND SHOULD BE VERIFIED BY A CERTIFIED ARBORIST. EROSION AND SEDIMENT CONTROL NOTES THE CONTRACTOR SHALL KEEP THE WORK SITE, STAGING AREAS AND OTHER AREAS USED BYTHE CONTRACTOR IN A NEAT AND CLEAN CONDITION, AND FREE FROM ANYACCUMULATION OF TRASH. THE CONTRACTOR SHALL DISPOSE OF ALL TRASH, RUBBISH ANDWASTE MATERIALS OF ANY KIND GENERATED BY THE CONTRACTOR, SUBCONTRACTOR ORANY COMPANY HIRED BY THE CONTRACTOR ON A DAILY BASIS. THE CONTRACTOR SHALLALSO KEEP HAUL ROADS FREE FROM DIRT, RUBBISH, AND UNNECESSARY OBSTRUCTIONSRESULTING FROM SITE OPERATION. DISPOSAL OF ALL TRASH, RUBBISH AND DEBRISMATERIALS SHALL BE IN A COVERED WASTE RECEPTACLE OR HAULED OFF SITE, INACCORDANCE WITH LOCAL CODES AND ORDINANCES GOVERNING LOCATIONS ANDMETHODS OF DISPOSAL, AND IN CONFORMANCE WITH ALL APPLICABLE LAWS ANDREGULATIONS. WASTE RECEPTACLES SHALL BE COVERED AT THE END OF EVERY DAY ANDDURING RAIN EVENTS. ENSURE THE CONTAINMENT OF SANITATION FACILITIES (E.G., PORTABLE TOILETS) TOPREVENT DISCHARGES OF POLLUTANTS TO THE STORM WATER DRAINAGE SYSTEM, ROADSOR RECEIVING WATERS. SANITATION FACILITIES MUST BE MAINTAINED PERIODICALLY BY ALICENSED SERVICE COMPANY TO KEEP THEM IN GOOD WORKING ORDER AND PREVENTOVERFLOWS. PORTABLE TOILETS ARE REQUIRED TO HAVE SECONDARY CONTAINMENT. EQUIPMENT AND MATERIALS NECESSARY FOR CONTROL OF SPILLS SHALL BE AVAILABLE ONSITE AT ALL TIMES. SPILLS AND LEAKS SHALL BE STOPPED AND THE MATERIAL CLEANED UPIMMEDIATELY AND DISPOSED OF PROPERLY. USE PROPER BEST MANAGEMENT PRACTICES(BMPs) TO PREVENT OIL, GREASE, OR FUEL FROM LEAKING ON THE GROUND, INTO THESTORM DRAINS OR SURFACE WATERS. CONTAIN CONCRETE WASHOUT AREAS AND SIMILAR AREAS THAT MAY CONTAINPOLLUTANTS TO PREVENT DISCHARGE INTO THE UNDERLYING SOIL OR ONTO THESURROUNDING AREAS. ESTABLISH AND MAINTAIN EFFECTIVE SITE PERIMETER CONTROLS AND STABILIZE ALLCONSTRUCTION ENTRANCES AND EXITS TO SUFFICIENTLY CONTROL EROSION ANDSEDIMENT DISCHARGES AND TRACKED MATERIALS FROM LEAVING THE SITE. AT A MINIMUMDAILY AND PRIOR TO ANY RAIN EVENT, THE CONTRACTOR SHALL REMOVE ANY SEDIMENTOR OTHER CONSTRUCTION ACTIVITY RELATED MATERIALS THAT ARE DEPOSITED ON THEROADS (BY VACUUMING OR SWEEPING). PLACE EQUIPMENT OR VEHICLES WHICH ARE BEING FUELED, MAINTAINED AND STORED, IN ADESIGNATED AREA FITTED WITH APPROPRIATE BMPs. PROVIDE DUST CONTROL THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECTTO MINIMIZE AIRBORNE POLLUTANTS. AT A MINIMUM, ALL BMPs SHALL BE INSPECTED EACH WORKING DAY AND BEFORE ALL RAINEVENTS. BMPs THAT REQUIRE MAINTENANCE OR REPLACEMENT TO FUNCTION PROPERLYSHALL BE COMPLETED BEFORE THE NEXT FORECASTED RAIN, OR WITHIN THE NEXT THREE (3)WORKING DAYS IF NO RAIN IS PREDICTED. MAINTENANCE INCLUDES REMOVAL OFACCUMULATED SEDIMENT AND TRASH. AT A MINIMUM, THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL APPLICABLEBMPs LISTED ON THESE DRAWINGS AND/OR THE STORM WATER POLLUTION PREVENTIONPLAN. MA S T E R G E N E R A L N O T E S 2COPYRIGHT © BKF ENGINEERS2023 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 53 3 0 P I R R O N E R O A D SU I T E 1 0 1 SA L I D A , C A 9 5 3 6 8 (2 0 9 ) 9 2 3 - 8 2 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 8 : 3 7 a m 143 PE R K I N S S T R E E T , G O B B I S T R E E T , A N D M A I N S T R E E T 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 117 of 457 MA S T E R S H E E T I N D E X 3 4 COVER SHEET 5 NOTES, LEGEND, AND ABBREVIATIONS 6 HORIZONTAL CONTROL PLAN 7 TYPICAL ROADWAY SECTIONS 8 DEMOLITION PLAN 9 DEMOLITION PLAN10DEMOLITION PLAN11GRADING AND UTILITY PLAN12GRADING AND UTILITY PLAN13GRADING AND UTILITY PLAN14PAVING PLAN15PAVING PLAN16PAVING PLAN17STRIPING AND SIGNAGE PLAN18STRIPING AND SIGNAGE PLAN19STRIPING AND SIGNAGE PLAN20EROSION AND SEDIMENT CONTROL PLAN21EROSION AND SEDIMENT CONTROL PLAN22EROSION AND SEDIMENT CONTROL PLAN23CURB RAMP GRADING DETAILS24CURB RAMP GRADING DETAILS25CONSTRUCTION DETAILS26CITY OF UKIAH STANDARD DETAILS27EAST PERKINS ST/ORCHARD AVETRAFFIC SIGNAL MODIFICATION28EAST PERKINS ST/ORCHARD AVETRAFFIC SIGNAL SCHEDULES29EAST PERKINS ST STREET LIGHTING PLAN30SITE PLAN31SITE PLAN32SITE PLAN33IRRIGATION PLAN34IRRIGATION PLAN35IRRIGATION PLAN36IRRIGATION DETAILS AND NOTES37IRRIGATION DETAILS38PLANTING PLAN39PLANTING PLAN40PLANTING PLAN41PLANTING DETAILS AND NOTES INDEX OF DRAWINGS EAST PERKINS STREET 42 COVER SHEET43NOTES, LEGEND AND ABBREVIATIONS44HORIZONTAL CONTROL PLAN45TYPICAL ROADWAY SECTIONS46TYPICAL ROADWAY SECTIONS47TYPICAL ROADWAY SECTIONS48TYPICAL ROADWAY SECTIONS49PHASE 1 UTILITY PLAN AND PROFILE50PHASE 1 UTILITY PLAN AND PROFILE51PHASE 1 UTILITY PLAN AND PROFILE52PHASE 1 UTILITY PLAN AND PROFILE53PHASE 1 UTILITY PLAN AND PROFILE54PHASE 1 UTILITY PLAN AND PROFILE55PHASE 1 UTILITY PLAN AND PROFILE56PHASE 1 UTILITY PLAN AND PROFILE57PHASE 1 DEMOLITION PLAN58PHASE 1 DEMOLITION PLAN59PHASE 1 DEMOLITION PLAN60PHASE 1 DEMOLITION PLAN61PHASE 2 UTILITY PLAN AND PROFILE62PHASE 2 UTILITY PLAN AND PROFILE63PHASE 2 UTILITY PLAN AND PROFILE64PHASE 2 UTILITY PLAN AND PROFILE65PHASE 2 UTILITY PLAN AND PROFILE66PHASE 2 UTILITY PLAN AND PROFILE67PHASE 2 UTILITY PLAN AND PROFILE68PHASE 2 UTILITY PLAN AND PROFILE69PHASE 2 DEMOLITION PLAN70PHASE 2 DEMOLITION PLAN71PHASE 2 DEMOLITION PLAN72PHASE 2 DEMOLITION PLAN73OVERALL PAVING PLAN74OVERALL PAVING PLAN75OVERALL PAVING PLAN76OVERALL PAVING PLAN77OVERALL STRIPING AND SIGNAGE PLAN78OVERALL STRIPING AND SIGNAGE PLAN79OVERALL STRIPING AND SIGNAGE PLAN80OVERALL STRIPING AND SIGNAGE PLAN81OVERALL EROSION AND SEDIMENT CONTROL PLAN82OVERALL EROSION AND SEDIMENT CONTROL PLAN83OVERALL EROSION AND SEDIMENT CONTROL PLAN84OVERALL EROSION AND SEDIMENT CONTROL PLAN85CURB RAMP GRADING DETAILS86CURB RAMP GRADING DETAILS87CURB RAMP GRADING DETAILS88BIORETENTION GRADING DETAIL89RAILROAD CROSSING GRADING DETAIL90TRAFFIC SIGNAL INSTALLATION PLAN91TRAFFIC SIGNAL SCHEDULES92TRAFFIC SIGNAL INTERCONNECT PLAN93TRAFFIC SIGNAL INTERCONNECT PLAN94CONSTRUCTION DETAILS95CITY OF UKIAH STANDARD DETAILS96CITY OF UKIAH STANDARD DETAILS GOBBI STREET 97 TITLE SHEET 98 ABBREVIATIONS, LEGEND, GENERAL NOTES & SURVEY CONTROL 99 SURVEY CONTROL DATA & BASE LINE DATA100PLAN & PROFILE - STA. 10+00 TO STA. 14+00101PLAN & PROFILE - STA. 14+00 TO STA. 18+00102PLAN & PROFILE - STA. 18+00 TO STA. 22+00103PLAN & PROFILE - STA. 22+00 TO STA. 26+00104PLAN & PROFILE - STA. 26+00 TO STA. 30+30105PLAN & PROFILE - STA. 30+30 TO STA. 34+25106PLAN & PROFILE - STA. 34+25 TO STA. 38+25107PLAN & PROFILE - STA. 38+25 TO STA. 42+25108PLAN & PROFILE - STA. 42+25 TO STA. 46+00109PLAN & PROFILE - STA. 46+00 TO STA. 49+50110SIDE STREET WATER MAIN PROFILES111CURB RAMP DETAILS - MARSHALL ST - SITE PLAN112CURB RAMP DETAILS - MARSHALL ST - GRADING PLAN113CURB RAMP DETAILS - E MILL ST - SITE PLAN114CURB RAMP DETAILS - E MILL ST - GRADING PLAN115CURB RAMP DETAILS - E CLEVELAND ST - SITE & GRADING PLAN116CURB RAMP DETAILS - E CLAY ST - SITE & GRADING PLAN117CURB RAMP DETAILS - E STEPHENSON ST - SITE PLAN118CURB RAMP DETAILS - E STEPHENSON - GRADING PLAN119CURB RAMP DETAILS - E CHURCH ST - SITE & GRADING PLAN120CURB RAMP DETAILS - E PERKINS ST - (E) SITE & GRADING PLAN121LIBRARY CURB RAMP DETAILS - SITE & GRADING PLAN122CURB RAMP DETAILS - E STANDLEY ST - (E) SITE & GRADING PLAN123CURB RAMP DETAILS - E SMITH ST - (W) SITE & GRADING PLAN124CURB RAMP DETAILS - E SMITH ST - (E) SITE & GRADING PLAN125CURB RAMP DETAILS - NORTON ST - SITE & GRADING PLAN126MAIN STREET CROSS SECTIONS - STA 10+35 TO STA 13+00127MAIN STREET CROSS SECTIONS - STA 13+25 TO STA 16+00128MAIN STREET CROSS SECTIONS - STA 16+25 TO STA 19+00129MAIN STREET CROSS SECTIONS - STA 19+25 TO STA 22+00130MAIN STREET CROSS SECTIONS - STA 22+25 TO STA 25+00131MAIN STREET CROSS SECTIONS - STA 25+25 TO STA 28+00132MAIN STREET CROSS SECTIONS - STA 28+25 TO STA 31+00133MAIN STREET CROSS SECTIONS - STA 31+25 TO STA 34+00134MAIN STREET CROSS SECTIONS - STA 34+25 TO STA 37+00135MAIN STREET CROSS SECTIONS - STA 37+25 TO STA 40+00136MAIN STREET CROSS SECTIONS - STA 40+25 TO STA 43+00137MAIN STREET CROSS SECTIONS - STA 43+25 TO STA 46+00138MAIN STREET CROSS SECTIONS - STA 46+25 TO STA 49+00139STRIPING & SIGNAL PLAN - STA 10+00 TO STA 29+50140STRIPING & SIGNAL PLAN - STA 29+50 TO STA 49+50141DETAILS - 1142DETAILS - 2143DETAILS - 3 MAIN STREET 1 COVER SHEET 2 NOTES, LEGEND, AND ABBREVIATIONS 3 MASTER SHEET INDEX COPYRIGHT © BKF ENGINEERS2023 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 53 3 0 P I R R O N E R O A D SU I T E 1 0 1 SA L I D A , C A 9 5 3 6 8 (2 0 9 ) 9 2 3 - 8 2 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 8 : 3 7 a m 143 PE R K I N S S T R E E T , G O B B I S T R E E T , A N D M A I N S T R E E T 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 118 of 457 VICINITY MAP CITY OF UKIAH COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 8 : 3 7 a m PE R K I N S S T R E E T P A V E M E N T R E H A B I L I T A T I O N A N D R O A D W A Y W I D E N I N G CO V E R S H E E T 4 IMPROVEMENT DRAWINGS FOR PAVEMENT REHABILITATION AND ROADWAY WIDENING CITY CONTRACT NUMBER: 2122-190 CITY OF UKIAH, CALIFORNIA EAST PERKINS STREET OCTOBER 2023 PROJECT SCOPE: WORK TO BE PERFORMED ON EAST PERKINS STREET IS LOCATED BETWEEN MAINSTREET AND ORCHARD AVENUE, WITHIN THE CITY OF UKIAH. WORK GENERALLYCONSISTS OF CURB RAMP REPLACEMENT, ROADWAY GRIND AND OVERLAY,ROADWAY WIDENING, STORM DRAINAGE IMPROVEMENTS, TRAFFIC SIGNALIMPROVEMENTS, MINOR LANDSCAPING IMPROVEMENTS, AND THE DEMOLITIONAND EXCAVATION OF HARDSCAPE TO SUPPORT THESE IMPROVEMENTS. NORTH MAIN STREET TO POMEROY STREET KEY MAP 4 COVER SHEET 5 NOTES, LEGEND, AND ABBREVIATIONS 6 HORIZONTAL CONTROL PLAN 7 TYPICAL ROADWAY SECTIONS 8 DEMOLITION PLAN 9 DEMOLITION PLAN10DEMOLITION PLAN11GRADING AND UTILITY PLAN 12 GRADING AND UTILITY PLAN 13 GRADING AND UTILITY PLAN 14 PAVING PLAN15PAVING PLAN16PAVING PLAN17STRIPING AND SIGNAGE PLAN18STRIPING AND SIGNAGE PLAN 19 STRIPING AND SIGNAGE PLAN 20 EROSION AND SEDIMENT CONTROL PLAN21EROSION AND SEDIMENT CONTROL PLAN22EROSION AND SEDIMENT CONTROL PLAN23CURB RAMP GRADING DETAILS24CURB RAMP GRADING DETAILS25CONSTRUCTION DETAILS26CITY OF UKIAH STANDARD DETAILS27EAST PERKINS ST/ORCHARD AVETRAFFIC SIGNAL MODIFICATION28EAST PERKINS ST/ORCHARD AVETRAFFIC SIGNAL SCHEDULES29EAST PERKINS ST STREET LIGHTING PLAN30SITE PLAN 31 SITE PLAN 32 SITE PLAN33IRRIGATION PLAN34IRRIGATION PLAN35IRRIGATION PLAN36IRRIGATION DETAILS AND NOTES37IRRIGATION DETAILS38PLANTING PLAN39PLANTING PLAN40PLANTING PLAN41PLANTING DETAILS AND NOTES INDEX OF DRAWINGS NO R T H M A I N S T EAST PERKINS ST SO U T H M A I N S T MA S O N S T HO S P I T A L D R LE S L I E S T WA R R E N D R N O R C H A R D A V E S O R C H A R D A V E PO M E R O Y S T EAST PERKINS ST EAST PERKINS ST SHEETS 8, 11, 14, 17, 20 US H W Y 1 0 1 SHEETS 9, 12, 15, 18, 21 SHEETS 10, 13, 16, 19, 22 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 119 of 457 EXISTING PROPOSED BENCHMARK IRON PIPECENTERLINE MONUMENTBLOW OFFVALVECHECK VALVEBACKFLOW PREVENTION DEVICEFIRE DEPARTMENT CONNECTIONFIRE HYDRANTPOST INDICATOR VALVEREDUCERRISERLIGHT POLESTREET SIGN TRAFFIC SIGNAL STREET LIGHTUTILITY POLEGUY ANCHORCATCH BASIN TREE TREE CLUSTER TREE TO BE REMOVED EXISTING FEATURE OR UTILITY TO BE REMOVEDPROPERTY LINEBUILDING SETBACKEASEMENTCENTERLINEGRADE BREAKFLOW LINEFENCETREE PROTECTION FENCE SANITARY SEWER STORM DRAIN WATER OVERHEAD UTILITY LINEUNDERGROUND UTILITY LINEUNDERGROUND ELECTRIC LINEUNDERGROUND GAS LINEUNDERGROUND TELECOM LINE DEMOLITION ASPHALT PLUG ASPHALT NEW ROADWAY SECTION ASPHALT GRIND & OVERLAY (2-INCH) ASPHALT GRIND & OVERLAY (3-INCH) WITH PAVING GRID ASPHALT CONFORM GRIND ASPHALT DIG-OUT ASPHALT CONCRETE (TYPICAL SECTIONS ONLY) AGGREGATE BASE (TYPICAL SECTIONS ONLY) CONCRETE VEHICULAR CONCRETE DETECTABLE WARNING VALLEY GUTTER BIORETENTION AREA INVERT AT CLEANOUT KEYNOTE DETAIL IDENTIFICATION SHEET WHERE DETAIL IS SHOWN CROSS SECTION IDENTIFICATION SHEET WHERE CROSS SECTION IS SHOWN SYMBOLS & LEGEND ±MORE OR LESSABAGGREGATE BASEACASPHALT CONCRETEAPNASSESSOR'S PARCEL NUMBERBLDGBUILDINGBLRDBOLLARDBMBENCHMARKCBCATCH BASINCLCENTERLINECL2CLASS IICOCLEAN OUTCONCCONCRETEDI DROP INLETDWDRIVEWAYDYLDOUBLE YELLOW LINEE ELECTRICEGEXISTING GROUNDELEVELEVATIONEPEDGE OF PAVEMENTESMTEASEMENTEXEXISTINGFGFINISHED GRADEFHFIRE HYDRANTFLSURFACE FLOWLINEFTFOOTGGASGBGRADE BREAKGIGRATE INLETHDRLHANDRAILINVBOTTOM INSIDE OF PIPEIRRIRRIGATIONLLENGTHLTLEFTMAXMAXIMUM MH MANHOLEMINMINIMUMNWPRNORTHWEST PACIFIC RAILROADOVHOVERHEAD UTILITY LINEPG&E PACIFIC GAS & ELECTRICPLPROPERTY LINEPUEPUBLIC UTILITY EASEMENTRRADIUSRTRIGHTRTWLRETAINING WALLR/W RIGHT OF WAYS=SLOPESDSTORM DRAINSDCOSTORM DRAIN CLEAN OUTSDMHSTORM DRAIN MANHOLESLSTREET LIGHTSSSANITARY SEWERSSCOSANITARY SEWER CLEAN OUTSSMHSANITARY SEWER MANHOLESTASTATIONSTDSTANDARDTBTOP OF BOXTCTOP FACE OF CURBTELTELECOMMUNICATION LINETFTRANSFORMERTGTOP OF GRATETSTRAFFIC SIGNALTVTELEVISIONTWTOP OF WALLTYPTYPICALUBUTILITY BOXVLTVAULTWWATERWLWHITE LINEWMWATER METER ABBREVIATIONS GRADING NOTES PERFORM GRADING UNDER THE OBSERVATION OF THE GEOTECHNICAL ENGINEER AND INACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT PREPAREDBY LACO ASSOCIATES, DATED JULY 1, 2022. UTILITY NOTES PROVIDE UTILITY TRENCH BACKFILL AND REPAVE TRENCHED AREAS IN ACCORDANCE WITHTHE RECOMMENDATIONS OF SECTIONS 6.3 AND 6.4 OF THE GEOTECHNICAL REPORT. UTILITY TRENCH BACKFILL MATERIAL SHALL CONFORM TO THE LATEST LOCAL CITY, COUNTYAND/OR STATE STANDARDS. UTILITY TRENCH BACKFILL MATERIAL SHALL BE OBSERVED ANDTESTED BY THE GEOTECHNICAL ENGINEER PRIOR TO USE. BACKFILL SHOULD BE PLACED INLIFTS NO THICKER THAN 8-INCHES OF LOOSE THICKNESS, MOISTURE CONDITIONED TOWITHIN 2-PERCENT OF OPTIMUM MOISTURE CONTENT, AND COMPACTED TO AT LEAST90-PERCENT RELATIVE COMPACTION. THE UPPER 6-INCHES OF SOIL SUBGRADE SHOULD BECOMPACTED TO AT LEAST 95-PERCENT RELATIVE COMPACTION AND BE FIRM ANDUNYIELDING. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROVIDE REINFORCED CONCRETEPIPE (RCP) WHERE ANNOTATED AS STORM DRAIN (SD) ON THE CONSTRUCTION DRAWINGS. MAPPING NOTES TOPOGRAPHIC INFORMATION SHOWN HEREON WAS OBTAINED FROM A FIELD SURVEYCONDUCTED BY BKF ENGINEERS IN APRIL 2022 AND SUPPLEMENTED WITH AVAILABLEINFORMATION. BASIS OF BEARING: BEARINGS ARE BASED UPON THE NORTH AMERICAN DATUM OF 1983(NAD 83) (2011), EPOCH 2017.50, AS PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCECENTER, CALIFORNIA STATE PLAN COORDINATE SYSTEM, ZONE 2. DISTANCES ARE GROUNDBASED. MULTIPLY BY A COMBINED SCALE FACTOR OF 0.9998908456 TO OBTAIN GRIDDISTANCES. BENCHMARK: MAG NAIL WITH WASHER ON SIDEWALK, LOCATION SHOWN HEREON (SHEET6), ELEVATION 630.64'. ELEVATIONS ARE BASED UPON THE NORTH AMERICAN VERTICALDATUM OF 1988 (NAVD 88) ESTABLISHED BY EPOCH 2017.50 ELLIPSOID HEIGHTS ASPUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER AND NGS GEOID 18. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 8 : 3 8 a m PE R K I N S S T R E E T P A V E M E N T R E H A B I L I T A T I O N A N D R O A D W A Y W I D E N I N G GE N E R A L N O T E S 5 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 120 of 457 EAST PERKINS ST NO R T H OR C H A R D AV E SO U T H OR C H A R D AV E US H W Y 1 0 1 PO M E R O Y S T EAST PERKINS ST HO S P I T A L D R L E S L I E S T WA R R E N D R EAST PERKINS ST NO R T H MA I N S T SO U T H MA I N S T MA S O N S T COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 8 : 3 8 a m PE R K I N S S T R E E T P A V E M E N T R E H A B I L I T A T I O N A N D R O A D W A Y W I D E N I N G HO R I Z O N T A L C O N T R O L P L A N 6 MA T C H L I N E - S E E M I D D L E L E F T MA T C H L I N E - S E E B O T T O M L E F T MA T C H L I N E - S E E T O P R I G H T MA T C H L I N E - S E E M I D D L E R I G H T 1" = 30'scale 30 0 30 feet 60 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 121 of 457 COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 8 : 3 9 a m PE R K I N S S T R E E T P A V E M E N T R E H A B I L I T A T I O N A N D R O A D W A Y W I D E N I N G TY P I C A L R O A D W A Y S E C T I O N S 7 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 122 of 457 NO R T H M A I N S T EAST PERKINS ST SO U T H M A I N S T EAST PERKINS ST EAST PERKINS ST MA S O N S T EXISTING FEATURE OR UTILITY TO REMAIN. PROTECT IN PLACE. KEYNOTES: REMOVE EXISTING MATERIAL OR FEATURE TO FACILITATE THE PROPOSEDIMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITHLOCAL REGULATIONS. REMOVE EXISTING SIDEWALK, CURB AND GUTTER TO THE NEAREST CONTROLJOINT TO FACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OFUNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS. SAWCUT AND CLEANLY REMOVE EXISTING MATERIAL, OR REMOVE EXISTINGMATERIAL TO THE NEAREST CONTROL JOINT WHERE APPLICABLE, TOFACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSEDMATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS. REMOVE EXISTING UTILITY TO FACILITATE THE PROPOSED IMPROVEMENTSAND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCALREGULATIONS. REMOVE RAIL TO NEAREST JOINT, SALVAGE AND RETURN RAILS TO CITY OFUKIAH PUBLIC WORKS DEPARTMENT. CONTRACTOR TO COORDINATE RAILREMOVAL AND RETURN WITH CITY. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 8 : 4 0 a m PE R K I N S S T R E E T P A V E M E N T R E H A B I L I T A T I O N A N D R O A D W A Y W I D E N I N G DE M O L I T I O N P L A N 8 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 9 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 123 of 457 EAST PERKINS ST HO S P I T A L D R EAST PERKINS ST WA R R E N D R LE S L I E S T REMOVE EXISTING STRIPING BY SAND BLASTING OR AN EQUIVALENTMETHOD WHICH PERMANENTLY REMOVES THE STRIPING WITHOUTJEOPARDIZING THE INTEGRITY OF THE EXISTING PAVEMENT. EXISTING FEATURE OR UTILITY TO REMAIN. PROTECT IN PLACE. KEYNOTES: REMOVE EXISTING MATERIAL OR FEATURE TO FACILITATE THE PROPOSEDIMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITHLOCAL REGULATIONS. REMOVE EXISTING SIDEWALK, CURB AND GUTTER TO THE NEAREST CONTROLJOINT TO FACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OFUNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS. SAWCUT AND CLEANLY REMOVE EXISTING MATERIAL, OR REMOVE EXISTINGMATERIAL TO THE NEAREST CONTROL JOINT WHERE APPLICABLE, TOFACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSEDMATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS. REMOVE EXISTING UTILITY TO FACILITATE THE PROPOSED IMPROVEMENTSAND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCALREGULATIONS. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 8 : 4 1 a m PE R K I N S S T R E E T P A V E M E N T R E H A B I L I T A T I O N A N D R O A D W A Y W I D E N I N G DE M O L I T I O N P L A N 9 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E S H E E T 1 0 MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 8 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 124 of 457 EAST PERKINS ST EAST PERKINS ST NO R T H OR C H A R D AV E SO U T H OR C H A R D AV E PO M E R O Y S T US H W Y 10 1 EXISTING FEATURE OR UTILITY TO REMAIN. PROTECT IN PLACE. KEYNOTES: REMOVE EXISTING MATERIAL OR FEATURE TO FACILITATE THE PROPOSEDIMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITHLOCAL REGULATIONS. REMOVE EXISTING SIDEWALK, CURB AND GUTTER TO THE NEAREST CONTROLJOINT TO FACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OFUNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS. SAWCUT AND CLEANLY REMOVE EXISTING MATERIAL, OR REMOVE EXISTINGMATERIAL TO THE NEAREST CONTROL JOINT WHERE APPLICABLE, TOFACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSEDMATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS. REMOVE EXISTING UTILITY TO FACILITATE THE PROPOSED IMPROVEMENTSAND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCALREGULATIONS. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 8 : 4 2 a m PE R K I N S S T R E E T P A V E M E N T R E H A B I L I T A T I O N A N D R O A D W A Y W I D E N I N G DE M O L I T I O N P L A N 10 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 9 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 125 of 457 NO R T H M A I N S T EAST PERKINS ST SO U T H M A I N S T EAST PERKINS ST EAST PERKINS ST MA S O N S T KEYNOTES: CONCRETE SIDEWALK, CURB AND GUTTER IN ACCORDANCE WITH CITY OFUKIAH STANDARD DRAWING 102. SIDEWALK SLOPE SHALL NOT EXCEED1.5-PERCENT (1.5%). CURB RAMP AND DETECTABLE WARNING SURFACE IN ACCORDANCE WITHSECTIONS 11B-406 AND 11B-705 OF THE 2022 CALIFORNIA BUILDING CODE. DRIVEWAY APRON WITH CONTINUOUS SIDEWALK IN ACCORDANCE WITHCITY OF UKIAH STANDARD DRAWING 103. SIDEWALK SLOPE SHALL NOTEXCEED 1.5-PERCENT (1.5%). CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICHGENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOTIMPEDE DRAINAGE. ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION. PEDESTRIAN BARRICADE. POTHOLE TO DETERMINE THE ACTUAL LOCATION, TYPE, SIZE, DEPTH ANDCONFIGURATION OF THE EXISTING UTILITY AND PROVIDE THIS INFORMATIONIN WRITING TO THE ENGINEER PRIOR TO PERFORMING WORK IN THIS AREA. VERIFY THE LOCATION(S) OF GAS FACILITIES IN THIS AREA AND COORDINATEWITH THE OWNER OF THE UTILITY AND THE DRY UTILITY CONSULTANT TORELOCATE GAS FACILITIES AS REQUIRED TO FACILITATE THE PROPOSEDIMPROVEMENTS. REMOVE PORTIONS OF EXISTING STORM DRAIN PIPE TO FACILITATE THEPROPOSED IMPROVEMENTS AND CONNECT TO THE NEW STRUCTURE. FORMAND FILL AREA BETWEEN PIPE AND STRUCTURE WITH CONCRETE IN AMANNER WHICH PROVIDES A PERMANENT WATER TIGHT SEAL. CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES APERMANENT WATER TIGHT SEAL. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 8 : 4 3 a m PE R K I N S S T R E E T P A V E M E N T R E H A B I L I T A T I O N A N D R O A D W A Y W I D E N I N G GR A D I N G A N D U T I L I T Y P L A N 11 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 1 2 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 126 of 457 EAST PERKINS ST HO S P I T A L D R EAST PERKINS ST WA R R E N D R LE S L I E S T KEYNOTES: MANNER WHICH PROVIDES A PERMANENT WATER TIGHT SEAL. CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES APERMANENT WATER TIGHT SEAL. FIRE HYDRANT AND LATERAL ASSEMBLY IN ACCORDANCE WITH CITY OFUKIAH STANDARD DRAWING 305. CONCRETE SIDEWALK, CURB AND GUTTER IN ACCORDANCE WITH CITY OFUKIAH STANDARD DRAWING 102. SIDEWALK SLOPE SHALL NOT EXCEED1.5-PERCENT (1.5%). CURB RAMP AND DETECTABLE WARNING SURFACE IN ACCORDANCE WITHSECTIONS 11B-406 AND 11B-705 OF THE 2022 CALIFORNIA BUILDING CODE. CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICHGENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOTIMPEDE DRAINAGE. ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION.IN WRITING TO THE ENGINEER PRIOR TO PERFORMING WORK IN THIS AREA. VERIFY THE LOCATION(S) OF GAS FACILITIES IN THIS AREA AND COORDINATEWITH THE OWNER OF THE UTILITY AND THE DRY UTILITY CONSULTANT TORELOCATE GAS FACILITIES AS REQUIRED TO FACILITATE THE PROPOSEDIMPROVEMENTS. VALLEY GUTTER IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING104. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 8 : 4 6 a m PE R K I N S S T R E E T P A V E M E N T R E H A B I L I T A T I O N A N D R O A D W A Y W I D E N I N G GR A D I N G A N D U T I L I T Y P L A N 12 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E S H E E T 1 3 MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 1 1 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 127 of 457 EAST PERKINS ST EAST PERKINS ST NO R T H OR C H A R D AV E SO U T H OR C H A R D AV E PO M E R O Y S T US H W Y 10 1 KEYNOTES: CONCRETE SIDEWALK IN ACCORDANCE WITH CITY OF UKIAH STANDARDDRAWING 102. CURB AND GUTTER IN ACCORDANCE WITH CITY OF UKIAH STANDARDDRAWING 102. DETECTABLE WARNING SURFACE IN ACCORDANCE WITH SECTION 11B-705OF THE 2022 CALIFORNIA BUILDING CODE. REMOVE PORTIONS OF EXISTING STORM DRAIN STRUCTURE TO FACILITATETHE PROPOSED IMPROVEMENTS AND CONNECT TO THE EXISTINGSTRUCTURE. FORM AND FILL AREA BETWEEN PIPE AND STRUCTURE WITHCONCRETE IN A MANNER WHICH PROVIDES A PERMANENT WATER TIGHTSEAL. 'BASIC' STYLE CROSSWALK (2018 CALTRANS STANDARD PLAN A24F). CONCRETE SIDEWALK, CURB AND GUTTER IN ACCORDANCE WITH CITY OFUKIAH STANDARD DRAWING 102. SIDEWALK SLOPE SHALL NOT EXCEED1.5-PERCENT (1.5%). CURB RAMP AND DETECTABLE WARNING SURFACE IN ACCORDANCE WITHSECTIONS 11B-406 AND 11B-705 OF THE 2022 CALIFORNIA BUILDING CODE. DRIVEWAY APRON WITH CONTINUOUS SIDEWALK IN ACCORDANCE WITHCITY OF UKIAH STANDARD DRAWING 103. SIDEWALK SLOPE SHALL NOTEXCEED 1.5-PERCENT (1.5%). CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICHGENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOTIMPEDE DRAINAGE. ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION.POTHOLE TO DETERMINE THE ACTUAL LOCATION, TYPE, SIZE, DEPTH ANDCONFIGURATION OF THE EXISTING UTILITY AND PROVIDE THIS INFORMATIONIN WRITING TO THE ENGINEER PRIOR TO PERFORMING WORK IN THIS AREA. VERIFY THE LOCATION(S) OF GAS FACILITIES IN THIS AREA AND COORDINATEWITH THE OWNER OF THE UTILITY AND THE DRY UTILITY CONSULTANT TORELOCATE GAS FACILITIES AS REQUIRED TO FACILITATE THE PROPOSEDIMPROVEMENTS. REMOVE PORTIONS OF EXISTING STORM DRAIN PIPE TO FACILITATE THEPROPOSED IMPROVEMENTS AND CONNECT TO THE NEW STRUCTURE. FORMAND FILL AREA BETWEEN PIPE AND STRUCTURE WITH CONCRETE IN AMANNER WHICH PROVIDES A PERMANENT WATER TIGHT SEAL. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 8 : 4 8 a m PE R K I N S S T R E E T P A V E M E N T R E H A B I L I T A T I O N A N D R O A D W A Y W I D E N I N G GR A D I N G A N D U T I L I T Y P L A N 13 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 1 2 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 128 of 457 NO R T H M A I N S T EAST PERKINS ST SO U T H M A I N S T EAST PERKINS ST EAST PERKINS ST MA S O N S T KEYNOTES: ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 8 : 4 9 a m PE R K I N S S T R E E T P A V E M E N T R E H A B I L I T A T I O N A N D R O A D W A Y W I D E N I N G PA V I N G P L A N 14 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 1 5 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 129 of 457 EAST PERKINS ST HO S P I T A L D R EAST PERKINS ST WA R R E N D R LE S L I E S T KEYNOTES: ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 8 : 4 9 a m PE R K I N S S T R E E T P A V E M E N T R E H A B I L I T A T I O N A N D R O A D W A Y W I D E N I N G PA V I N G P L A N 15 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E S H E E T 1 6 MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 1 4 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 130 of 457 EAST PERKINS ST EAST PERKINS ST NO R T H OR C H A R D AV E SO U T H OR C H A R D AV E PO M E R O Y S T US H W Y 10 1 KEYNOTES: ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 8 : 5 0 a m PE R K I N S S T R E E T P A V E M E N T R E H A B I L I T A T I O N A N D R O A D W A Y W I D E N I N G PA V I N G P L A N 16 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 1 5 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 131 of 457 NO R T H M A I N S T EAST PERKINS ST SO U T H M A I N S T EAST PERKINS ST EAST PERKINS ST MA S O N S T KEYNOTES: 'BASIC' STYLE CROSSWALK (2018 CALTRANS STANDARD PLAN A24F). 'CONTINENTAL' STYLE CROSSWALK (2018 CALTRANS STANDARD PLAN A24F). 'STOP' LEGEND (2018 CALTRANS STANDARD PLAN A24D). SOLID LANELINE (CALTRANS STANDARD DETAIL 38/38A). DASHED LANELINE (CALTRANS STANDARD DETAIL 8). DOUBLE YELLOW CENTERLINE (CALTRANS STANDARD DETAIL 21). 'SHARK TEETH' PAVEMENT MARKINGS (2018 CALTRANS STANDARD PLAN24E). MEDIAN STRIPING IN ACCORDANCE WITH FIGURE 3B-15 OF THE 2014CALIFORNIA MUTCD. SOLID-DASHED YELLOW CENTERLINE (CALTRANS STANDARD DETAIL 32).RELOCATE EXISTING STREET SIGN. BLUE RETROREFLECTIVE FIRE HYDRANT PAVEMENT MARKER. MA T C H L I N E - S E E B E L O W COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 8 : 5 1 a m PE R K I N S S T R E E T P A V E M E N T R E H A B I L I T A T I O N A N D R O A D W A Y W I D E N I N G ST R I P I N G A N D S I G N A G E P L A N 17 MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 1 8 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 132 of 457 EAST PERKINS ST HO S P I T A L D R EAST PERKINS ST WA R R E N D R LE S L I E S T KEYNOTES: 'BASIC' STYLE CROSSWALK (2018 CALTRANS STANDARD PLAN A24F). 'CONTINENTAL' STYLE CROSSWALK (2018 CALTRANS STANDARD PLAN A24F). 'STOP' LEGEND (2018 CALTRANS STANDARD PLAN A24D).SOLID LANELINE (CALTRANS STANDARD DETAIL 38/38A). DASHED LANELINE (CALTRANS STANDARD DETAIL 8). DOUBLE YELLOW CENTERLINE (CALTRANS STANDARD DETAIL 21).SIGN IN PLACE WHILE CONDUCTING IMPROVEMENTS IN THIS AREA. BLUE RETROREFLECTIVE FIRE HYDRANT PAVEMENT MARKER. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 8 : 5 2 a m PE R K I N S S T R E E T P A V E M E N T R E H A B I L I T A T I O N A N D R O A D W A Y W I D E N I N G ST R I P I N G A N D S I G N A G E P L A N 18 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E S H E E T 1 9 MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 1 7 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 133 of 457 EAST PERKINS ST EAST PERKINS ST NO R T H OR C H A R D AV E SO U T H OR C H A R D AV E PO M E R O Y S T US H W Y 10 1 KEYNOTES: 'BASIC' STYLE CROSSWALK (2018 CALTRANS STANDARD PLAN A24F). 'CONTINENTAL' STYLE CROSSWALK (2018 CALTRANS STANDARD PLAN A24F). 'STOP' LEGEND (2018 CALTRANS STANDARD PLAN A24D). SOLID LANELINE (CALTRANS STANDARD DETAIL 38/38A). DASHED LANELINE (CALTRANS STANDARD DETAIL 8). DOUBLE YELLOW CENTERLINE (CALTRANS STANDARD DETAIL 21). SOLID-DASHED YELLOW CENTERLINE (CALTRANS STANDARD DETAIL 32). TYPE I 10-FOOT ARROW (2018 CALTRANS STANDARD PLAN A24A). TYPE IV ARROW (2018 CALTRANS STANDARD PLAN A24A). TYPE VII ARROW (2018 CALTRANS STANDARD PLAN A24A). RELOCATE EXISTING STREET SIGN. STREET LIGHT AND PULL BOX RELOCATION. REFER TO THE TRANSPORTATIONDRAWINGS. TRAFFIC SIGNAL, PUSH BUTTON, AND/OR PULL BOX. REFER TO THETRANSPORTATION DRAWINGS. COORDINATE WITH THE OWNER OF THIS SIGN TO HAVE THEM HOLD THESIGN IN PLACE WHILE CONDUCTING IMPROVEMENTS IN THIS AREA. BLUE RETROREFLECTIVE FIRE HYDRANT PAVEMENT MARKER. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 8 : 5 3 a m PE R K I N S S T R E E T P A V E M E N T R E H A B I L I T A T I O N A N D R O A D W A Y W I D E N I N G ST R I P I N G A N D S I G N A G E P L A N 19 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 1 8 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 134 of 457 NO R T H M A I N S T EAST PERKINS ST SO U T H M A I N S T EAST PERKINS ST EAST PERKINS ST MA S O N S T COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 8 : 5 3 a m PE R K I N S S T R E E T P A V E M E N T R E H A B I L I T A T I O N A N D R O A D W A Y W I D E N I N G ER O S I O N A N D S E D I M E N T C O N T R O L P L A N 20 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 2 1 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 135 of 457 EAST PERKINS ST HO S P I T A L D R EAST PERKINS ST WA R R E N D R LE S L I E S T COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 8 : 5 4 a m PE R K I N S S T R E E T P A V E M E N T R E H A B I L I T A T I O N A N D R O A D W A Y W I D E N I N G ER O S I O N A N D S E D I M E N T C O N T R O L P L A N 21 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E S H E E T 2 2 MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 2 0 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 136 of 457 EAST PERKINS ST EAST PERKINS ST NO R T H OR C H A R D AV E SO U T H OR C H A R D AV E PO M E R O Y S T US H W Y 10 1 COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 8 : 5 5 a m PE R K I N S S T R E E T P A V E M E N T R E H A B I L I T A T I O N A N D R O A D W A Y W I D E N I N G ER O S I O N A N D S E D I M E N T C O N T R O L P L A N 22 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 2 1 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 137 of 457 MA S O N S T EAST PERKINS ST EAST PERKINS ST LE S L I E S T EAST PERKINS ST EAST PERKINS ST LE S L I E S T EAST PERKINS ST MA S O N S T CU R B R A M P G R A D I N G D E T A I L S 23COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 8 : 5 6 a m PE R K I N S S T R E E T P A V E M E N T R E H A B I L I T A T I O N A N D R O A D W A Y W I D E N I N G CURB RAMP ONECR1-CURB RAMP TWOCR2-CURB RAMP THREECR3- CURB RAMP FOURCR4-CURB RAMP FIVECR5-CURB RAMP SIXCR6- 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 138 of 457 E PERKINS ST S O R C H A R D A V E EAST PERKINS ST EAST PERKINS ST S O R C H A R D A V E EAST PERKINS ST PO M E R O Y S T S O R C H A R D A V E EAST PERKINS ST S O R C H A R D A V E EAST PERKINS ST CU R B R A M P G R A D I N G D E T A I L S 24COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 8 : 5 7 a m PE R K I N S S T R E E T P A V E M E N T R E H A B I L I T A T I O N A N D R O A D W A Y W I D E N I N G CURB RAMP SEVENCR7-CURB RAMP EIGHTCR8-CURB RAMP NINECR9- CURB RAMP TENCR10-CURB RAMP ELEVENCR11-CURB RAMP TWELVECR12- 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 139 of 457 PERKINS STREET SI D E S T R E E T COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 9 : 0 3 a m PE R K I N S S T R E E T P A V E M E N T R E H A B I L I T A T I O N A N D R O A D W A Y W I D E N I N G CO N S T R U C T I O N D E T A I L S 25 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 140 of 457 COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 212351_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 8 : 5 9 a m PE R K I N S S T R E E T P A V E M E N T R E H A B I L I T A T I O N A N D R O A D W A Y W I D E N I N G CI T Y O F U K I A H A N D C O U N T Y O F ME N D O C I N O S T A N D A R D D E T A I L S 26 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 141 of 457 PERKINS ST O R C H A R D A V E DEMO PLAN REMOVAL LIST: RELOCATION LIST: CONSTRUCTION NOTES (THIS SHEET ONLY) GENERAL NOTES (THIS SHEET ONLY) 143 UR B A N C O R E R E H A B I L I T A T I O N PE R K I N S S T R E E T , G O B B I S T R E E T , A N D M A I N S T R E E T CI T Y O F U K I A H , C A L I F O R N I A (7 0 7 ) 5 4 2 - 9 5 0 0 W- T r a n s 49 0 M e n d o c i n o A v e , S u i t e 2 0 1 Sa n t a R o s a , C A 9 5 4 0 1 EA S T P E R K I N S S T / O R C H A R D A V E TR A F F I C S I G N A L M O D I F I C A T I O N E1.027 DETAIL A NO T FO R BI D Page 142 of 457 CONDUCTOR TABLE AWG CIRCUIT RUNS NO. 14 NO. 10 NO. 6 POLE AND EQUIPMENT SCHEDULE 143 UR B A N C O R E R E H A B I L I T A T I O N PE R K I N S S T R E E T , G O B B I S T R E E T , A N D M A I N S T R E E T CI T Y O F U K I A H , C A L I F O R N I A (7 0 7 ) 5 4 2 - 9 5 0 0 W- T r a n s 49 0 M e n d o c i n o A v e , S u i t e 2 0 1 Sa n t a R o s a , C A 9 5 4 0 1 EA S T P E R K I N S S T / O R C H A R D A V E TR A F F I C S I G N A L S C H E D U L E S E1.1 28 NO T FO R BI D Page 143 of 457 E PERKINS ST OR C H A R D A V E WA R R E N D R PROJECT NOTES (THIS SHEET ONLY) 143 UR B A N C O R E R E H A B I L I T A T I O N PE R K I N S S T R E E T , G O B B I S T R E E T , A N D M A I N S T R E E T CI T Y O F U K I A H , C A L I F O R N I A (7 0 7 ) 5 4 2 - 9 5 0 0 W- T r a n s 49 0 M e n d o c i n o A v e , S u i t e 2 0 1 Sa n t a R o s a , C A 9 5 4 0 1 EA S T P E R K I N S S T R E E T ST R E E T L I G H T I N G P L A N E1.229 NO T FO R BI D Page 144 of 457 SO U T H OR C H A R D A V E NO R T H OR C H A R D A V E PO M E R O Y S T HWY 101 11 / 30 / 24Renewal Date Date Signature P.L.A. 5094 L ICENS E D L A N DSCAPE A R C H I T E C T S T A T E OF C A L I F O R NIA Ric J . H e ndri c k s IN T E G R A I S N O T R E S P O N S I B L E F O R T H E A C C U R A C Y O R CO M P L E T E N E S S O F R E P R O D U C T I O N S O F T H I S D O C U M E N T GE N E R A T E D B Y O T H E R S F R O M E L E C T R O N I C M E D I A . © 2 0 2 1 . A L L R I G H T S R E S E V E R E D 1 5 0 6 4 T H . S T R E E T S A N T A R O S A , C A L I F O R N I A 9 5 4 0 4 7 0 7 . 8 5 2 . 0 5 0 0 WW W . I N T E G R A P L A . C O M 10 / 06 / 2023 143 UR B A N C O R E R E H A B I L I T A T I O N PE R K I N S S T R E E T , G O B B I S T R E E T , A N D M A I N S T R E E T CI T Y O F U K I A H , C A L I F O R N I A 1 inch = ft ( IN FEET ) GRAPHIC SCALE 0 20 40 20 SI T E P L A N L1.030 SO U T H O R C H A R D A V E N U E (E) BUILDING N O R T H O R C H A R D A V E N U E EAST PERKINS STREET (E) SIDEWALK MA T C H L I N E , S E E L - 1 . 1 PO M E R O Y S T R E E T LI M I T O F W O R K (N) ADA RAMPS & STRIPING, SEE CIVIL DRAWINGS, TYP. (N) SIDEWALKS & DRIVEWAY APRONS, SEE CIVIL DRAWINGS, TYP. (E) PLANTING & IRRIGATION TO BE FIELD ADJUSTED, TYP. (E) IRRIGATION TO BE FIELD ADJUSTED, TYP. 1. REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. NOTES CONSTRUCTION LEGEND pa (E) SIDEWALK pa pa pa pa (E) IRRIGATION TO BE FIELD ADJUSTED, TYP. (E) TREES TO REMAIN AND PROTECTED IN PLACE, TYP. (E) TREES TO REMAIN AND PROTECTED IN PLACE, TYP. (N) BIO-RETENTION FACILITIES, SEE CIVIL DRAWINGS, TYP. (E) EXISTING PA NEW PLANTING AREA TYP. TYPICAL 20' MIN. SIGHT DISTANCE TRIANGLE, TYP. 20' MIN. SIGHT DISTANCE TRIANGLE, TYP. NO T FO R BID Page 145 of 457 HO S P I T A L D R LE S L I E S T WA R R E N D R 11 / 30 / 24Renewal Date Date Signature P.L.A. 5094 L ICENS E D L A N DSCAPE A R C H I T E C T S T A T E OF C A L I F O R NIA Ric J . H e ndri c k s IN T E G R A I S N O T R E S P O N S I B L E F O R T H E A C C U R A C Y O R CO M P L E T E N E S S O F R E P R O D U C T I O N S O F T H I S D O C U M E N T GE N E R A T E D B Y O T H E R S F R O M E L E C T R O N I C M E D I A . © 2 0 2 1 . A L L R I G H T S R E S E V E R E D 1 5 0 6 4 T H . S T R E E T S A N T A R O S A , C A L I F O R N I A 9 5 4 0 4 7 0 7 . 8 5 2 . 0 5 0 0 WW W . I N T E G R A P L A . C O M 10 / 06 / 2023 143 UR B A N C O R E R E H A B I L I T A T I O N PE R K I N S S T R E E T , G O B B I S T R E E T , A N D M A I N S T R E E T CI T Y O F U K I A H , C A L I F O R N I A 1 inch = ft ( IN FEET ) GRAPHIC SCALE 0 20 40 20 SI T E P L A N L1.131 H O S P I T A L D R I V E (E) SIDEWALK (E) SIDEWALK (E ) S I D E W A L K (E ) S I D E W A L K (E) SIDEWALK (E) SIDEWALK W A R R E N D R I V E (E) BUILDING (E) SIDEWALK EAST PERKINS STREET EAST PERKINS STREET MA T C H L I N E , S E E A B O V E MA T C H L I N E , S E E B E L O W MA T C H L I N E , S E E L - 1 . 0 MA T C H L I N E , S E E S H E E T L - 1 . 3 (E) SIDEWALK(E) SIDEWALK(E) SIDEWALK (E) SIDEWALK (E) SIDEWALK (E) SIDEWALK (N) ADA RAMPS & STRIPING, SEE CIVIL DRAWINGS, TYP. (N) SIDEWALKS & DRIVEWAY APRONS, SEE CIVIL DRAWINGS, TYP. (E) PLANTING & IRRIGATION TO BE FIELD ADJUSTED, TYP. (N) ADA RAMPS & STRIPING, SEE CIVIL DRAWINGS, TYP. (N) ADA RAMPS & STRIPING, SEE CIVIL DRAWINGS, TYP. L E S L I E S T R E E T 1. REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. NOTES pa pa (N) BIO-RETENTION FACILITIES, SEE CIVIL DRAWINGS, TYP. NO T FO R BID Page 146 of 457 NO R T H M A I N S T SO U T H M A I N S T E PERKINS ST MA S O N S T 11 / 30 / 24Renewal Date Date Signature P.L.A. 5094 L ICENS E D L A N DSCAPE A R C H I T E C T S T A T E OF C A L I F O R NIA Ric J . H e ndri c k s IN T E G R A I S N O T R E S P O N S I B L E F O R T H E A C C U R A C Y O R CO M P L E T E N E S S O F R E P R O D U C T I O N S O F T H I S D O C U M E N T GE N E R A T E D B Y O T H E R S F R O M E L E C T R O N I C M E D I A . © 2 0 2 1 . A L L R I G H T S R E S E V E R E D 1 5 0 6 4 T H . S T R E E T S A N T A R O S A , C A L I F O R N I A 9 5 4 0 4 7 0 7 . 8 5 2 . 0 5 0 0 WW W . I N T E G R A P L A . C O M 10 / 06 / 2023 143 UR B A N C O R E R E H A B I L I T A T I O N PE R K I N S S T R E E T , G O B B I S T R E E T , A N D M A I N S T R E E T CI T Y O F U K I A H , C A L I F O R N I A 1 inch = ft ( IN FEET ) GRAPHIC SCALE 0 20 40 20 SI T E P L A N L1.232 S O U T H M A I N S T R E E T N O R T H M A I N S T R E E T EAST PERKINS STREET (E) BUILDING (E) SIDEWALK (E) SIDEWALK MA T C H L I N E , S E E A B O V E LI M I T O F W O R K (E) BUILDING (E) SIDEWALK (E) SIDEWALK EAST PERKINS STREET MA S O N S T R E E T (E) BUILDING (E) SIDEWALK (E) SIDEWALK (E ) S I D E W A L K (E) SIDEWALK (E) SIDEWALK (E) SIDEWALK (E) CONCRETE HEADWALL MA T C H L I N E , S E E B E L O W MA T C H L I N E , S E E L - 1 . 1 (N) ADA RAMPS & STRIPING, SEE CIVIL DRAWINGS, TYP. 1. REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. NOTES (N) SIDEWALKS & DRIVEWAY APRONS, SEE CIVIL DRAWINGS, TYP. (N) SIDEWALKS, SEE CIVIL DRAWINGS, TYP.NO T FO R BID Page 147 of 457 SO U T H OR C H A R D A V E NO R T H OR C H A R D A V E PO M E R O Y S T HWY 101B1 B2 11 / 30 / 24Renewal Date Date Signature P.L.A. 5094 L ICENS E D L A N DSCAPE A R C H I T E C T S T A T E OF C A L I F O R NIA Ric J . H e ndri c k s IN T E G R A I S N O T R E S P O N S I B L E F O R T H E A C C U R A C Y O R CO M P L E T E N E S S O F R E P R O D U C T I O N S O F T H I S D O C U M E N T GE N E R A T E D B Y O T H E R S F R O M E L E C T R O N I C M E D I A . © 2 0 2 1 . A L L R I G H T S R E S E V E R E D 1 5 0 6 4 T H . S T R E E T S A N T A R O S A , C A L I F O R N I A 9 5 4 0 4 7 0 7 . 8 5 2 . 0 5 0 0 WW W . I N T E G R A P L A . C O M 10 / 06 / 2023 143 UR B A N C O R E R E H A B I L I T A T I O N PE R K I N S S T R E E T , G O B B I S T R E E T , A N D M A I N S T R E E T CI T Y O F U K I A H , C A L I F O R N I A IR R I G A T I O N P L A N L2.033 MA T C H L I N E , S E E L 2 . 1 1 inch = ft ( IN FEET ) GRAPHIC SCALE 0 20 40 20 IRRIGATION NOTES 1.LANDSCAPE CONTRACTOR (C-27 LICENSE) SHALL BID AND INSTALL IRRIGATION PER THESE PLANS AND SPECIFICATIONS, UNLESS GIVEN FURTHER WRITTEN INSTRUCTIONS, OR REVISED PLANS PER OWNER OR LANDSCAPE ARCHITECT. WORK INCLUDES, BUT IS NOT LIMITED TO ALL LABOR, COVERED LIABILITY INSURANCE, WORKMAN'S COMPENSATIONS, EQUIPMENT AND MATERIALS NECESSARY TO FURNISH, INSTALL AND TEST IRRIGATION SYSTEM, AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2.COORDINATE A MINIMUM OF (2) FIELD OBSERVATIONS WITH LANDSCAPE ARCHITECT AND CALL TO PROVIDE 48 HOUR NOTICE: A. VERIFY FLAGGED HEAD AND CHALKED MAINLINE LAYOUT PRIOR TO TRENCHING OPERATIONS. ADJUST LAYOUT AS DIRECTED BY LANDSCAPE ARCHITECT. B. OBSERVE COMPLETE PLUMBING SYSTEM AND PRESSURE TEST ALL MAINLINE & LATERALS PRIOR TO ANY BACKFILLING OPERATIONS. 3.CONTRACTOR SHALL PROVIDE SUBMITTALS/CUT SHEETS TO LANDSCAPE ARCHITECT OF ALL IRRIGATION MATERIALS INCLUDING, BUT NOT LIMITED TO CONTROLLER, CONTROL WIRE, MAIN LINE PVC, VALVES, PRESSURE REDUCER, ETC. CONTRACTOR SHALL FURNISH TO OWNER KEYS TO CONTROLLER, QUICK COUPLER AND ANY SPECIAL TOOLS REQUIRED FOR MAINTENANCE OF ALL IRRIGATION COMPONENTS. 4.MANUFACTURERS DIRECTIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURERS OF COMPONENTS, USED IN THIS CONTRACT, COVER POINTS NOT SHOWN ON DRAWINGS AND SPECIFICATIONS. A. CONTRACTOR SHALL KEEP DETAILED REDLINE PLAN RECORDING INSTALLATION OF IRRIGATION SYSTEM AS IT PROGRESSES. RECORD PLAN SHALL BE DRAFTED ONTO DRAWINGS PROVIDED BY LANDSCAPE ARCHITECT, INTO AS-BUILT DRAWINGS SHOWING LOCATIONS OF POINT OF CONNECTION, LATERALS, MAIN LINES, QUICK COUPLERS, VALVES, HEADS, WIRING, ETC., FOR APPROVAL BY LANDSCAPE ARCHITECT. FOLLOWING APPROVAL, AS-BUILTS SHALL BE REDUCED TO 11X17 SIZE, COLOR CODED BY STATION, AND LAMINATED IN 6 MIL. PLASTIC. 3 REQUIRED FOR EACH CONTROLLER. B. THREE LAMINATED DETAILED IRRIGATION SCHEDULES SHOWING STATION PROGRAMMING AND RUN TIMES SHALL BE PROVIDED FOR EACH CONTROLLER AND APPROVED BY LANDSCAPE ARCHITECT; ONE WARM SEASON, ONE COOL SEASON AND ONE FOR ESTABLISHMENT PERIOD. EACH SCHEDULE SHALL BE ACCOMPANIED BY REDUCED "AS-BUILT" PLAN PERMANENTLY MOUNTED IN OR NEAR CONTROLLER. THESE SHALL BE SUBMITTED PRIOR TO ACCEPTANCE TO WORK AND AS A CONDITION OF COMMENCEMENT OF MAINTENANCE PERIOD. 5.ALL IRRIGATION EQUIPMENT TO BE INSTALLED PER COUNTY OF MENDOCINO AND STATE OF CALIFORNIA STANDARDS. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ANY AND ALL PERMITS AND INSPECTIONS AS REQUIRED. THE MATERIAL AND WORK SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF THE LATEST ADDITIONS OF THE UNIFORM PLUMBING CODE AND THE NATIONAL ELECTRIC CODE. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL STATE AND LOCAL LAWS, CODES, ORDINANCES, RESTRICTIONS BEFORE BEGINNING INSTALLATION. 6.CONTRACTOR SHALL VERIFY GALLONS PER MINUTE (G.P.M.) AT POINT OF CONNECTION DOWNSTREAM OF BACKFLOW DEVICE TO BE A MINIMUM OF 60 G.P.M. AND 30 P.S.I. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK, FAILURE TO DO SO WILL MAKE THE CONTRACTOR LIABLE FOR ALL NECESSARY CHANGES. 7.TEST ALL PRESSURE LINES PRIOR TO BACK FILLING, UNDER STATIC PRESSURE OF 150 PSI FOR A PERIOD OF 2 HOURS. IF LEAKS DEVELOP, REPAIR SYSTEM AND REPEAT TEST UNTIL PRESSURE IS HELD. 8.ALL 120V. ELECTRIC POWER SUPPLY FOR IRRIGATION CONTROLLER SHALL BE PROVIDED AND CONNECTED TO CONTROLLER BY A LICENSED ELECTRICIAN. LANDSCAPE CONTRACTOR SHALL MAKE HARDWIRE CONNECTION FOR ALL CONTROL WIRES. CONTRACTOR SHALL INSTALL CONTROL WIRES THAT: A. CONNECTIONS BETWEEN THE CONTROLLER AND THE REMOTE CONTROL VALVES SHALL BE MADE CONTINUOUS (NO SPLICES) WITH DIRECT BURIAL COPPER WIRE 14 GA. AWG U.F. 600 VOLT. TAPE WIRES TO THE MAINLINE AT 10 FOOT INTERVALS, EXCEPT WHERE INDEPENDENTLY SLEEVED UNDER PAVING. B. PROVIDE THREE CONTINUOUS LOOP WIRES FROM THE CONTROLLER TO EACH VALVE WITH 9' LOOP, LABEL IN VALVE BOX. PROVIDE SEPARATE COLOR WIRES FOR CONTROL, COMMON AND EXTRA LOOP WIRES. CONTROL SHALL BE RED, COMMON SHALL BE WHITE AND EXTRAS SHALL BE BLACK/YELLOW. C. AN EXPANSION CURL SHALL BE PROVIDED WITHIN (3) FEET OF EACH WIRE CONNECTION IN VALVE BOX. EXPANSION CURLS SHALL BE 18 INCHES IN LENGTH AT EACH SPLICE CONNECTION AND AT EACH CONTROL VALVE, SO THAT IN CASE OF REPAIR THE VALVE BONNET CAN BE BROUGHT TO THE SURFACE WITHOUT DISCONNECTION OF THE CONTROL WIRES. D. ALL SPLICES SHALL BE MADE WATERPROOF WITH RAINBIRD SNAP-TIE WIRE CONNECTIONS OR APPROVED EQUAL. 9.THESE DRAWINGS INCLUDE A DIAGRAMMATIC DISPLAY THAT SHOWS: A. BEFORE PROCEEDING WITH ANY WORK, CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND QUANTITIES; CONTACT AND INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL CONDITION IMMEDIATELY. B. LAYOUT OF PIPING, VALVES, AND HEADS IS DIAGRAMMATIC. THERE MAY BE FIELD ADJUSTED FOR EASE OF INSTALLATION, COMMON TRENCHING, AND OPTIMUM COVERAGE. OBTAIN WRITTEN APPROVAL FOR CHANGES PRIOR TO CONSTRUCTION. C. DRIP SYMBOL IS SCHEMATIC, VERIFY PLANT QUALITIES FOR EXACT NUMBER OF EMITTERS AND LENGTH OF PIPE. ALL OFFSET, FITTINGS, SLEEVES, ETC. ARE NOT INDICATED DUE TO SCALE OF DRAWINGS, AND ARE TO BE FURNISHED AS REQUIRED. D. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR WORK INSTALLED IN AREA WHERE WORK HAS BEEN MODIFIED WITHOUT WRITTEN APPROVAL. E. PIPE SIZES ON PLANS ARE MINIMUM ALLOWABLE. 10.FINAL LOCATION OF BACKFLOW PREVENTION DEVICE SHALL BE APPROVED BY LANDSCAPE ARCHITECT. 11.THE DRIP PORTION OF THE SYSTEM SHALL BE AUTOMATICALLY OPERATED AND CAPABLE OF OPERATING THE SYSTEM FROM 1/2 HOUR TO SEVERAL HOURS PER DAY AND PER SETTING, AND HAVE AN AUTOMATIC RAIN SHUTOFF UNIT. THE SYSTEM SHALL MEET THE FOLLOWING BASIC PARAMETERS: A. FROM THE VALVE ASSEMBLY, A 3/4 INCH SCH 40 PVC PIPE SHALL BE BROUGHT TO A 3/4 INCH PVC TEE. ALL STATIONS SHOULD BE CENTER-LOADED WHEREVER POSSIBLE, AND AT NO TIME SHALL THE WATER FLOW IN ANY PIPE EXCEED A SPEED OF 5 FEET PER SECOND. B. A 5/8" A/R PVC HOSE SHALL EXTEND FROM EACH SIDE OF THE PVC TEE. THE FLOW IN EACH OF THESE 5/8" LINES SHALL NOT EXCEED 180 GALLONS PER HOUR. A TORO NGE PC EMITTER (OR APPROVED EQUAL) SHALL BE INSTALLED INTO THIS HOSE PER THESE QUANTITIES: TWO 1/2 GALLON PER HOUR SINGLE OUTLET EMITTERS SHALL BE PLACED AT THE BASE OF EACH 1 GALLON CONTAINER, TWO 1 GALLON PER HOUR EMITTERS SHALL BE PLACED AT THE BASE OF EACH 5 GALLON CONTAINER. CAP ALL LINE ENDS WITH A BALL VALVE SO THEY MAY BE FLUSHED. USE A KB INLINE CHECK VALVE WHERE REQUIRED FOR LOW-HEAD DRAINAGE WHERE ELEVATION DIFFERENTIAL BETWEEN HEADS MAY CAUSE RUN OFF. C. THE SYSTEM SHALL BE DESIGNED ACCORDING TO TORO RECOMMENDATIONS AND FOR A WORKING PRESSURE OF 25 PSI. 12.AVOID CUTTING EXISTING ROOTS GREATER THAN 1" DIAMETER, TUNNEL UNDER ROOT WITHOUT DAMAGING CAMBIUM LAYER OF BARK. ALL TRENCHING WITHIN THE DRIPLINE OF EXISTING TREES SHALL BE DONE BY HAND, VERIFY PIPE ROUTE WITH LANDSCAPE ARCHITECT PRIOR TO TRENCHING. 13.USE SCH 40 PVC AT DRIVEWAY/ROAD CROSSING WITH 24" OF COVER. ALL SLEEVES TO BE TWICE DIAMETER OF REQUIRED PIPE AND EXTEND 12" BEYOND PAVING EDGE. SLEEVE EACH PIPE SEPARATELY AND PROVIDE SEPARATE SLEEVE FOR CONTROL WIRES. 14.THE TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED TESTS ARE PERFORMED. BACKFILL SHALL BE WATER SETTLED OR MECHANICALLY COMPACTED IN LANDSCAPED AREAS TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED AREAS. CONTRACTOR WILL INSTALL 3" WIDE DETECTABLE TAPE (#3 DTP, AS MANUFACTURED BY T. CHRISTY). TAPE SHALL BE INSTALLED 6" ABOVE THE IRRIGATION MAINLINE AND BE LABELED "CAUTION WATER LINE BURIED BELOW". INSTALL ABOVE ALL WATER MAIN LINES. BACKFILLING SHALL CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER SURFACES IRREGULARITIES. IF SETTLEMENT OCCURS AND SUBSEQUENT ADJUSTMENTS ARE NECESSARY, THE CONTRACTOR SHALL MAKE ALL REQUIRED ADJUSTMENTS WITHOUT COST TO THE OWNER. 15.RISER UNITS SHALL BE ORIENTED PERPENDICULAR TO THE FINISH GRADE WITH NIPPLES OF THE SAME SIZE AS THE RISER OPENING IN THE IRRIGATION HEAD. 16.THE CONTRACTOR SHALL GUARANTEE THE IRRIGATION SYSTEM FOR A PERIOD OF 12 MONTHS. THE SYSTEM SHALL BE FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP AND THE CONTRACTOR SHALL REPAIR OR REPLACE ANY DEFECTS AND REPAIR ANY DAMAGE CAUSED BY DEFECTS FOR THE ABOVE MENTIONED TIME PERIOD AT NO COST TO THE OWNER. SUCH REPAIRS OR REPLACEMENTS SHALL BE COMPLETED WITHIN A 48 HOUR PERIOD AND IMMEDIATELY IF IT IS A SAFETY ISSUE. 17.CLEANUP SHALL BE MADE AS EACH PORTION OF WORK PROGRESSES. ALL PAVING AND WALKS SHALL BE BROOMED OR WASHED DOWN AND ANY DAMAGE SUSTAINED TO THE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITIONS ACCEPTABLE TO THE OWNER. NOTES 1. REFER TO SHEET L2.3 & L2.4 FOR IRRIGATION DETAILS & MWELO CALCULATIONS. 2. REFER TO SHEET L2.4 FOR IRRIGATION DETAILS LI M I T O F W O R K VALVE #WATER USE HYDROZONE TABLE: (CONTROLLER A) IRRIG. METHOD AREA (SF) % OF TOTAL VALVE #1 VALVE #2 TOTAL 177 252 70.2% 100.0% 75 29.8% MWELO STATEMENT "I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION PLAN" 10/06/2023 RIC J. HENDRICKS DATE REGISTERED LANDSCAPE ARCHITECT #5094 PLANT TYPE AREA (SF) SUMMARY HYDROZONE TABLE: (CONTROLLER A) % OF LANDSCAPE LOW WATER USE MEDIUM WATER USE HIGH WATER USE TOTAL 100.0% DRIP LOW BUBBLER LOW 252 252 100% 0 0% 0 0% 1" SYMBOL DESC. POINT OF CONNECTION WATER METER: (PER CITY/COUNTY STANDARDS) BACKFLOW DEVICE (PER CITY/COUNTY STANDARDS) PRESSURE REGULATOR: WATTS #LF-U5B Z3 2, SYSTEM SET TO 55 MASTER VALVE: SUPERIOR 3100 1-1/2" NORMALLY OPEN. FLOW SENSOR: IRRITROL FS-B100. ELECTRICAL CONNECTION CONTROLLER: IRRITROL MCE-12E WEATHER SENSOR: IRRITROL CL-100-WIRELESS CLIMATE LOGIC SENSOR. GATE VALVE: NIBCO T-1131RR BRASS (LINE SIZE) BALL VALVE: WATTS FBV BRASS (LINE SIZE) REMOTE CONTROL VALVE: TORO 700 SERIES. (SIZE AS SHOWN) DRIP REMOTE CONTROL VALVE: TORO 700 SERIES W/DZK-700 DRIP KIT. (SIZE AS SHOWN) QUICK COUPLER: RAINBIRD 1" 44-NP W/LOCKING COVER. MAINLINE: SCH. 40 PVC; ALL MAINLINES & FITTINGS TO BE 1" UNLESS OTHERWISE NOTED ON PLANS. LATERAL LINE: SCH. 40 PVC; ALL LATERALS & FITTINGS TO BE 3/4" UNLESS OTHERWISE NOTED ON PLANS. FLEXIBLE DRIP LINE:SCH. 40 PVC LATERAL & RISERS W/ 5/8" POLY DRIP TUBING & END CAPS (TUBING NOT SHOWN FOR CLARITY) STREAM BUBBLER: TORO #570Z-6P PRX COM W/SB-180-PC2, SCH 40 PVC LATERALS AND RISERS. FLOOD BUBBLER: RAINBIRD 1404 WITH RWS-BC-1404; ADD SAND SOCK. SLEEVES: SCH. 40 PVC; TWICE THE SIZE AS PIPING. HYDROZONE BOUNDARY PRPR BB WW FF EE 3/4" CC WSWS MVMV 4" IRRIGATION LEGEND F FB1 VALVE NUMBER GALLONS PER MINUTE (G.P.M.) VALVE SIZE1" 1.011 SO U T H O R C H A R D A V E N U E (E) BUILDING N O R T H O R C H A R D A V E N U E EAST PERKINS STREET (E) SIDEWALK PO M E R O Y S T R E E T (N) ADA RAMPS & STRIPING, SEE CIVIL DRAWINGS, TYP. (N) SIDEWALKS & DRIVEWAY APRONS, SEE CIVIL DRAWINGS, TYP. (E) PLANTING & IRRIGATION TO BE FIELD ADJUSTED, TYP. (E) IRRIGATION TO BE FIELD ADJUSTED, TYP. (E) SIDEWALK (E) IRRIGATION TO BE FIELD ADJUSTED, TYP. (E) TREES TO REMAIN AND PROTECTED IN PLACE, TYP. (E) TREES TO REMAIN AND PROTECTED IN PLACE, TYP. (N) BIO-RETENTION FACILITIES, SEE CIVIL DRAWINGS, TYP. 20' MIN. SIGHT DISTANCE TRIANGLE, TYP. 20' MIN. SIGHT DISTANCE TRIANGLE, TYP. 143 NO T FO R BID Page 148 of 457 WA R R E N D R BB WW B1 B1 MVMV FF B2 B2 HO S P I T A L D R LE S L I E S T 11 / 30 / 24Renewal Date Date Signature P.L.A. 5094 L ICENS E D L A N DSCAPE A R C H I T E C T S T A T E OF C A L I F O R NIA Ric J . H e ndri c k s IN T E G R A I S N O T R E S P O N S I B L E F O R T H E A C C U R A C Y O R CO M P L E T E N E S S O F R E P R O D U C T I O N S O F T H I S D O C U M E N T GE N E R A T E D B Y O T H E R S F R O M E L E C T R O N I C M E D I A . © 2 0 2 1 . A L L R I G H T S R E S E V E R E D 1 5 0 6 4 T H . S T R E E T S A N T A R O S A , C A L I F O R N I A 9 5 4 0 4 7 0 7 . 8 5 2 . 0 5 0 0 WW W . I N T E G R A P L A . C O M 10 / 06 / 2023 143 UR B A N C O R E R E H A B I L I T A T I O N PE R K I N S S T R E E T , G O B B I S T R E E T , A N D M A I N S T R E E T CI T Y O F U K I A H , C A L I F O R N I A IR R I G A T I O N P L A N L2.1341 inch = ft ( IN FEET ) GRAPHIC SCALE 0 20 40 20 MWELO STATEMENT "I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION PLAN" 10/06/2023 RIC J. HENDRICKS DATE REGISTERED LANDSCAPE ARCHITECT #5094 MA T C H L I N E , S E E B E L O W MA T C H L I N E , S E E L 2 . 0 MA T C H L I N E , S E E A B O V E MA T C H L I N E , S E E S H E E T L 2 . 2 W A R R E N D R I V E EAST PERKINS STREET (E) SIDEWALK(E) SIDEWALK(E) SIDEWALK (E) SIDEWALK (E) SIDEWALK (E) SIDEWALK (N) ADA RAMPS & STRIPING, SEE CIVIL DRAWINGS, TYP. (N) SIDEWALKS & DRIVEWAY APRONS, SEE CIVIL DRAWINGS, TYP. (E) PLANTING & IRRIGATION TO BE FIELD ADJUSTED, TYP. (N) BIO-RETENTION FACILITIES, SEE CIVIL DRAWINGS, TYP. H O S P I T A L D R I V E (E) SIDEWALK (E) SIDEWALK (E ) S I D E W A L K (E ) S I D E W A L K (E) SIDEWALK (E) SIDEWALK (E) BUILDING (E) SIDEWALK EAST PERKINS STREET (N) ADA RAMPS & STRIPING, SEE CIVIL DRAWINGS, TYP. (N) ADA RAMPS & STRIPING, SEE CIVIL DRAWINGS, TYP. L E S L I E S T R E E T 3/4" DRIPA1 3/4" 4.5 GPMA2 143 NO T FO R BID Page 149 of 457 NO R T H M A I N S T SO U T H M A I N S T E PERKINS ST MA S O N S T 11 / 30 / 24Renewal Date Date Signature P.L.A. 5094 L ICENS E D L A N DSCAPE A R C H I T E C T S T A T E OF C A L I F O R NIA Ric J . H e ndri c k s IN T E G R A I S N O T R E S P O N S I B L E F O R T H E A C C U R A C Y O R CO M P L E T E N E S S O F R E P R O D U C T I O N S O F T H I S D O C U M E N T GE N E R A T E D B Y O T H E R S F R O M E L E C T R O N I C M E D I A . © 2 0 2 1 . A L L R I G H T S R E S E V E R E D 1 5 0 6 4 T H . S T R E E T S A N T A R O S A , C A L I F O R N I A 9 5 4 0 4 7 0 7 . 8 5 2 . 0 5 0 0 WW W . I N T E G R A P L A . C O M 10 / 06 / 2023 143 UR B A N C O R E R E H A B I L I T A T I O N PE R K I N S S T R E E T , G O B B I S T R E E T , A N D M A I N S T R E E T CI T Y O F U K I A H , C A L I F O R N I A IR R I G A T I O N P L A N L2.2351 inch = ft ( IN FEET ) GRAPHIC SCALE 0 20 40 20 MWELO STATEMENT "I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION PLAN" 10/06/2023 RIC J. HENDRICKS DATE REGISTERED LANDSCAPE ARCHITECT #5094 MA T C H L I N E , S E E A B O V E LI M I T O F W O R K MA T C H L I N E , S E E B E L O W MA T C H L I N E , S E E L 2 . 1 EAST PERKINS STREET MA S O N S T R E E T (E) BUILDING (E) SIDEWALK (E) SIDEWALK (E ) S I D E W A L K (E) SIDEWALK (E) SIDEWALK (E) SIDEWALK (E) CONCRETE HEADWALL (N) ADA RAMPS & STRIPING, SEE CIVIL DRAWINGS, TYP. (N) SIDEWALKS & DRIVEWAY APRONS, SEE CIVIL DRAWINGS, TYP. S O U T H M A I N S T R E E T N O R T H M A I N S T R E E T EAST PERKINS STREET (E) BUILDING (E) SIDEWALK (E) SIDEWALK (E) BUILDING (E) SIDEWALK (E) SIDEWALK (N) SIDEWALKS, SEE CIVIL DRAWINGS, TYP. 143 NO T FO R BID Page 150 of 457 3 2 4 8 6 510 11 / 30 / 24Renewal Date Date Signature P.L.A. 5094 L ICENS E D L A N DSCAPE A R C H I T E C T S T A T E OF C A L I F O R NIA Ric J . He ndri c k s IN T E G R A I S N O T R E S P O N S I B L E F O R T H E A C C U R A C Y O R CO M P L E T E N E S S O F R E P R O D U C T I O N S O F T H I S D O C U M E N T GE N E R A T E D B Y O T H E R S F R O M E L E C T R O N I C M E D I A . © 2 0 2 1 . A L L R I G H T S R E S E V E R E D 1 5 0 6 4 T H . S T R E E T S A N T A R O S A , C A L I F O R N I A 9 5 4 0 4 7 0 7 . 8 5 2 . 0 5 0 0 WW W . I N T E G R A P L A . C O M 10 / 06 / 2023 143 UR B A N C O R E R E H A B I L I T A T I O N PE R K I N S S T R E E T , G O B B I S T R E E T , A N D M A I N S T R E E T CI T Y O F U K I A H , C A L I F O R N I A IR R I G A T I O N D E T A I L S & N O T E S L2.336 CONTROLLER A 7 NOTES: HARDSCAPE/PAVING NON-PRESSURE LATERAL LINE SLEEVE SIZE TWICE DIAMETER OF NON-PRESSURE LATERAL LINE PRESSURE SUPPLY LINE SLEEVE- SIZE TWICE DIA. OF PRESSURE SUPPLY LINE CONTROL WIRE SLEEVE- SIZE PER PLAN. INSTALL ADJACENT TO PRESSURE SUPPLY LINE 1. ALL SLEEVES TO BE SCHEDULE 40 PVC.2. EXTEND ALL SLEEVES 12'' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS.3. 24'' MINIMUM COVER ON MAINLINE 3'' AND LARGER CLEAN BACKFILL- 90% COMPACTION REQUIRED SAND 18 " M I N I M U M 2 TYPICAL SLEEVING N.T.SSCALE: 6" 2" 6" (TYP.) 1 2 3 4 5 6 1 3 4 5 6 STRIP WIRES APPROXIMATELY 5/8'' FROM END TWIST CONNECTOR UNTIL WIRE ENDS REACH BOTTOM AFTER MIXING CONTENTS OF PACK AS PER INSTRUCTIONS, CUT 1/2'' OFF END OF PACK AND INSERT CONNECTOR TO OPPOSITE END WRAP OPEN END OF PACK WITH TAPE AND LEAVE IN RAISED POSITION UNTIL RESIN JELLS. (APPROX. 8 MIN. AT 72`F.) 1 2 3 4 1 2 3 4 TYPICALWIRE CONNECTIONS N.T.SSCALE: 18 " MI N . 7' ' M I N 1' ' M I N . 1. PILOT WIRES TO BE DIFFERENT COLOR FOR EACH VALVE. COMMON WIRES SHALL BEWHITE WITH DIFFERENT COLOR STRIPES FOR EACH AUTOMATIC CONTROLLER.2. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTECONTROL VALVES & AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTIONSEQUENCE SHOWN ON DETAIL IS FOR REFERENCE ONLY. SEE IRRIGATION PLAN FORCORRECT VALVE SEQUENCE.3. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER & REMOTE CONTROL VALVEUNDER 500 LINEAL FEET. AUTOMATIC SPRINKLER CONTROL UNIT SECURED WITHIN WEATHERTIGHT ENCLOSURE COMMON WIRE SHALL BE TIED INSIDE HOUSING WHEN REQUIRED ON/OFF SWITCH AND 110 VOLT EXTERIOR OUTLET TO BE PROVIDED BY CONTRACTOR WITHIN ENCLOSURE CONCRETE FOOTING -INSTALL A MIN. OF 3" ABOVE GRADE & SLOPE TOP TO DRAIN AT A MIN, OF 2% FINISHED GRADE ELECTRICAL CONDUIT TO SOURCE- (CONTROL UNIT ELECTRICAL REQUIREMENTS: 117 VOLTS, 60HZ, 2AMPS MAX.) ELECTRICAL TAPE - TAPE WIRING AT INTERVALS OF 10' O.C. (1) COMMON WIRE TO ALL RCV'S (1) CONTROL WIRE TO EACH RCV CONTROL WIRING SECURE TO CONTROL UNIT UNLESS OTHERWISE NOTED. PROVIDE PVC SLEEVE FOR WIRES. NOTES: PEDESTALMOUNTED CONTROLLER N.T.S.SCALE: 1 2 3 4 5 6 7 1 2 3 4 5 6 7 SECTION 8" 3/4" WASHED CRUSHED AGGREGATE BASE OR PEA GRAVEL 1 PVC MALE ADAPTER, TYP. 2 EXTENSION LENGHT AS REQUIRED3 GATE VALVE MANUFACTURER AND MODEL AS INDICATED IN LEGEND, OR APPROVED EQUAL 4 ROUND VALVE BOX 5 FINISHED GRADE 6 7 4 5 1 3 2 GATE VALVE N.T.S.SCALE: SUPPORT BRICKS (4) TOTAL 7 6 8" BALL VALVE N.T.S.SCALE: 3/4" WASHED CRUSHED AGGREGATE BASE OR PEA GRAVEL 1 PVC MALE ADAPTER, TYP. 2 EXTENSION LENGHT AS REQUIRED3 BALL VALVE MANUFACTURER AND MODEL AS INDICATED IN LEGEND, OR APPROVED EQUAL 4 ROUND VALVE BOX 5 FINISHED GRADE 6 SUPPORT BRICKS (3) TOTAL 7 7 4 3 2 6 5 1 PLAN VIEW 12 ' ' 12''12''12'' EDGE OF LAWN, WALK, FENCE, CURB, ETC.1 1 23 23"x33" RECTANGULAR VALVE BOX2 14"x19" RECTANGULAR VALVE BOX3 TYPICAL QUICK COUPLING VALVE443 NOTES: VALVE BOX INSTALLATION N.T.SSCALE: 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE.2. SET BOXES 1" ABOVE FINISH GRADE OR MULCH COVER INGROUND-COVER/SHRUB AREA AND FLUSH WITH FINISH GRADE IN TURF AREA.3. SET RVC AND VALVE BOX ASSEMBLY IN GROUNDCOVER/SHRUB AREA WHERE POSSIBLE.INSTALL IN LAWN ONLY IF GROUNDCOVER DOES NOT EXIST ADJACENT TO LAWN.4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE.5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE ANDDEFORMATION OF VALVE BOX SIDES.6. IDENTIFY VALVE BOX WITH CONTROLLER LETTER AND VALVE NUMBER USING 1 1/2 - 2"LETTERING. MASTER CONTROL VALVE & FLOW SENSOR N.T.SSCALE: REDUCER AS REQUIRED PVC MAIN LINE TO BACKFLOW DEVICE SCHEDULE 80 NIPPLES, VALVE INLET SIZE FLOW SENSOR AS SPECIFIED WATERPROOF WIRE CONNECTORS ON 18" LOOPED WIRES 10X15 RECTANGULAR BOXES WITH 6' EXTENSIONS AS INDICATED CABLE TO CONTROLLER SENSOR TERMINAL BARD, AS MFG. RECOMMEND 3" MINIMUM DEPTH, 3/4" WASHED GRAVEL MASTER CONTROL VALVE AS SPECIFIED WATERPROOF WIRE CONNECTORS, ON 30" LOOPED WIRES 1 2 3 4 flow 34 55 66 7 7 8 7 8 9 9 10 6 12 11 FINISHED GRADE 2 1 11 TEN PIPE DIAMETERS NO VALVES, REDUCERS OR ELBOWS IN THIS AREA FIVE PIPE DIAMETERS 18 " M I N . B E L O W G R A D E 12 SUPPORT BRICKS (4) TOTAL EACH BOX 10 18 ' ' M I N I M U M 3'' IN PLANT BEDS 6' ' MI N 1'' IN LAWN AREAS 12 1 QUICK COUPLING VALVE FINISH GRADE 1 2 2 33 4 4 6 7 8 9 5 7 8 9 10 10 11 118 127 ROUND PLASTIC VALVE BOX AND COVER- PROVIDE 6'' CLEARANCE AROUND COUPLER STAINLESS STEEL SCREW CLAMP MIN. THREE PLACES 3/4'' WASHED CRUSHED AGGREGATE BASE OR GRAVEL 1/2'' x 36'' GALVANIZED STEEL STAKE BRASS 90` STREET ELL BRASS 90` ELL PRESSURE SUPPLY LINE FITTING 6" LONG BRASS NIPPLE BRASS NIPPLE QUICK COUPLINGVALVE ASSEMBLY N.T.S.SCALE: 2" 5 SUPPORT BRICKS (3) TOTAL 6 PRESSURE REGULATOR MI N3" 1" 1 1 2 2 3 3 TO EMITTER BOX4 4 FINISH GRADE5 5 6 "Y" STRAINER6 7 7 DRIP IRRIGATION VALVE N.T.S.SCALE: ELECTRIC VALVE MANUFACTURER & MODEL AS INDICATED IN LEGEND, OR APPROVED EQUAL VALVE BOX MANUFACTURER & MODEL ASINDICATED IN LEGEND, OR APPROVED EQUAL 3/4'' WASHED AGGREGATE OR GRAVEL 8 SUPPORT BRICKS (4) TOTAL 8 1 TYPICAL TRENCHING N.T.SSCALE: (TYP) NOTES: 12 ' ' M I N I M U M 18 ' ' M I N I M U M 6'' 1. PIGTAIL AND LOOP CONTROL WIRE AT ALL 90° CHANGES IN DIRECTION.2. PROVIDE A MINIMUM 10 FEET SEPARATION BETWEEN POTABLE ANDRECLAIMED MAINLINE PIPING.3. 24'' MINIMUM COVER ON 3'' MAINLINE AND LARGER. CONTROL WIRES-BUNDLE ANDTAPE AT 10' O.C.AND INSTALLADJACENT TOPRESSURESUPPLY LINE CLEAN BACKFILL-90% COMPACTIONREQUIRED FINISH GRADE NON-PRESSURELATERAL LINESNAKE PIPE INTRENCH PRESSURESUPPLY LINESNAKE PIPE INTRENCH PROVIDE 2'' MIN.OF CLEANBACKFILL 1 2 1 2 3 3 4 4 5 5 6 6 9 NO T FO R BI D Page 151 of 457 1 2 3 11 / 30 / 24Renewal Date Date Signature P.L.A. 5094 L ICENS E D L A N DSCAPE A R C H I T E C T S T A T E OF C A L I F O R NIA Ric J . He ndri c k s IN T E G R A I S N O T R E S P O N S I B L E F O R T H E A C C U R A C Y O R CO M P L E T E N E S S O F R E P R O D U C T I O N S O F T H I S D O C U M E N T GE N E R A T E D B Y O T H E R S F R O M E L E C T R O N I C M E D I A . © 2 0 2 1 . A L L R I G H T S R E S E V E R E D 1 5 0 6 4 T H . S T R E E T S A N T A R O S A , C A L I F O R N I A 9 5 4 0 4 7 0 7 . 8 5 2 . 0 5 0 0 WW W . I N T E G R A P L A . C O M 10 / 06 / 2023 143 UR B A N C O R E R E H A B I L I T A T I O N PE R K I N S S T R E E T , G O B B I S T R E E T , A N D M A I N S T R E E T CI T Y O F U K I A H , C A L I F O R N I A IR R I G A T I O N D E T A I L S L2.437 1. (2) 1/2 GAL./HR EMITTERS PER 1 GALLON CONTAINER 2. (2) 1 GAL./HR EMITTERS PER 5 GALLON CONTAINER 3. (3) 1 GAL./HR EMITTERS PER 15 GALLON CONTAINER4. LAYOUT ON PLAN IS SCHEMATIC. VERIFY PLANTQUANTITIES FOR TOTAL NUMBER OF EMITTERS. END CAP DETAIL 6" M A X . 2" M I N . 3/4" PVC LATERAL TEE UP TO DRIP TUBING AUTOMATIC FLUSH VALVE 5/8" FLEXIBLE DRIP TUBING FINISH GRADE 6" ROUND VALVE BOX BRICK SUPPORTS (3) 18" PEA GRAVEL COMPRESSION ELBOW 1 2 3 4 4 6 57 1 2 3 4 5 6 7 9 DRIP EMITER8 10 9 EDGE OF PLANT ROOTBALL9 MAIN STEM OR TRUNK10 10 8 2 MULCH1111 10 12 13 5/8" DRIP ADAPTER12 13 FLEXIBLE DRIP LINE N.T.S.SCALE: NOTES:6" 1. INSTALL PRODUCT SO THAT THE LID IS EVEN WITH FINISH GRADE OR TOPOF MULCH.2. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" GRAVELUNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION ANDROOT PENETRATION.3. ONCE PRODUCT HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVELBEFORE LOCKING LID. PLACE POP-UP STREAM BUBBLER AT EDGE OF ROOTBALL INSIDE BERM ROUTE LATERAL LINE AROUND ROOT BALL AT EDGE OF PLANTING PIT PLACE POP-UP FLOOD BUBBLER AT EDGE OF ROOTBALL INSIDE BERM 2" BERM AT EDGE OF PLANTING PIT TO FORM BASIN SAND SOCK OUTSIDE BASIN FURTHEST AWAY FROM CURB OR HIGH SIDE OF SLOPE PLACE FIRM SOIL IMMEDIATELY AROUND TUBE FLOOD BUBBLER IN FIXED RISER LOW DENSITY PIPE OR POLYETHTLENE PIPE 14" MIN. / 24" MAX. FINISH GRADE11 2 3 PVC LATERAL LINE2 ROOTBALL3 2 1 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 NOTES: TREE DEEP ROOT WATERING N.T.SSCALE: APPROVED WATERPROOF WIRE CONNECTORS (TYPICAL) LOOP THIRTY-SIX (36) INCHES EXCESS WIRE INTO EACH SINGLE BOX AND INTO ONE VALVE BOX IN EACH GROUP OF VALVES. ELECTRIC CONTROL VALVE MANUFACTURER AND MODEL AS INDICATED IN LEGEND, OR APPROVED EQUAL. 3 2 11 REMOTE CONTROL VALVE ASSEMBLY N.T.SSCALE: 1" 23 4 VALVE BOX4 PVC SCH. 80 PIPE5 5 PVC SxS 90 ELL6 6 SUPPORT BRICKS (4) TOTAL7 7 5 8 PVC TxS MALE ADAPTER (TYPICAL)8 CONTROL WIRES TO CONTROLLER9 9 10 FINISH GRADE10 11 MAINLINE TO COUPLING11 LINE SIZED PVC TEE TO COMPRESSION COUPLING12 MAINLINE13 12 13 14 3 4" WASHED AGGREGATE OR GRAVEL14 15 COUPLING W/ THREADED CAP AT EACH END. LOCATE COUPLING UP AND DOWN STREAM OF PVC TEE 15 COMMON WIRES TO VALVES ON SAME CONTROLLER16 EXISTING MAINLINE17 16 17 LOWER LATERAL LINE WITH 40 PVC 45° ELBOWS18 18 19 SCH. 80 PVC UNION19 12 " 6" 6 " - 8 " 6" NO T FO R BI D Page 152 of 457 1 inch = ft ( IN FEET ) GRAPHIC SCALE 0 20 40 20 PL A N T I N G P L A N L3.038 PLANTING NOTES 1. CONTRACTOR SHALL BID AND INSTALL PLANTING MATERIALS PER THESE PLANS AND SPECIFICATIONS, UNLESS GIVEN FURTHER WRITTEN INSTRUCTIONS, OR WRITTEN INSTRUCTION BY LANDSCAPE ARCHITECT. WORK INCLUDES, BUT IS NOT LIMITED TO ALL LABOR, GENERAL LIABILITY INSURANCE, WORKMAN'S COMPENSATION, EQUIPMENT, AND MATERIALS NECESSARY TO FURNISH, INSTALL AND GUARANTEE PLANTING, AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. COORDINATE FIELD OBSERVATIONS WITH LANDSCAPE ARCHITECT (MINIMUM 2 VISITS), CALL TO PROVIDE 48 HOUR NOTICE. A. REVIEW FINISHED GRADE W/ LANDSCAPE ARCHITECT PRIOR TO PLANT PLACEMENT. ALL PLANTS SHALL BE INSPECTED BY ARBORIST/ LANDSCAPE ARCHITECT FOR HEALTH, PESTS AND SIZE PRIOR TO LAYOUT. B. LAYOUT PLANTINGS FOR APPROVAL IN FULL QUANTITIES, PRIOR TO DIGGING HOLES. ADJUST LAYOUT AS DIRECTED BY LANDSCAPE ARCHITECT. 3. CONTRACTOR SHALL PROVIDE SUBMITTALS/SAMPLES TO LANDSCAPE ARCHITECT OF ALL SPECIMEN TREES (PHOTOGRAPHS WITH HUMAN SCALE), SOIL, MULCH, STAKES, TIES, AGRIFORM TABLETS, GRASS PAVE MATERIALS, STEEL EDGING, AND OTHER MATERIALS. 4. ALL WORK SHALL CONFORM TO THE LATEST APPLICABLE MENDOCINO COUNTY WATER AGENCY ORDINANCES RELATING TO PLANTING AND IRRIGATION. ALL PLANT MATERIALS TO BE INSTALLED PER CITY OF UKIAH STANDARDS AND PLANTING DETAILS. THE PLANT MATERIALS SHALL CONFORM TO THE PLANT LEGEND SPECIFICATION FOR SIZE & LATEST EDITION OF THE AMERICAN NURSERYMAN STANDARDS. 5. PRIOR TO REMOVING ANY PLANTS, CONTRACTOR SHALL OBTAIN APPROVAL OF OWNER AND LANDSCAPE ARCHITECT TO DETERMINE SPECIMENS TO REMAIN OR BE TRANSPLANTED. ALL PLANTING AREAS ARE TO BE FREE OF DELETERIOUS MATERIALS AND WEEDS PRIOR TO PLANTING. 6. A SOIL FERTILITY TEST SHALL BE REQUIRED FOR REVIEW BY THE LANDSCAPE ARCHITECT AFTER GRADING IS COMPLETE AND BEFORE ANY PLANT WORK. A SOIL TEST SHALL BE PERFORMED TO DETERMINE THE FINAL AMENDMENT AND FERTILIZER FORMULA. THE SOILS REPORT CONDUCTED BY WAYPOINT ANALYTICAL, (408) 727-0330, UNLESS OTHERWISE APPROVED) MUST CONTAIN THE FOLLOWING INFORMATION: A. SOIL PERMEABILITY RATE IN INCHES PER HOUR B. SOIL TEXTURE TEST C. CATION EXCHANGE CAPACITY D. SOIL FERTILITY INCLUDING TESTS FOR NITROGEN, POTASSIUM, PHOSPHOROUS, PH, ORGANIC MATTER E. TOTAL SOLUBLE SALTS AND SODIUM CONTENT F. CONTRACTOR TO REQUEST A "BAY-FRIENDLY" RECOMMENDATION FOR AMENDMENTS TO THE PLANTING AREA SOIL 7. A MINIMUM OF 8" OF NON-MECHANICALLY COMPACTED SOIL SHALL BE AVAILABLE FOR WATER ABSORPTION AND ROOT GROWTH IN PLANTED AREAS. WITHIN THE LIMITS OF NEW PLANTING AREAS, THE TOP 12" OF EXISTING SOIL OR TO THE EXTENT OF EXISTING TOPSOIL, WHICH EVER IS LESS, SHALL BE STRIPPED AND STOCKPILED ON THE SITE FOR RE-USE. ALL PLANTING AREAS TO BE TILLED SO THAT SOIL IS LOOSE AND NOT COMPACTED. ALL PLANTING BEDS TO RECEIVE A MINIMUM OF 12" OF APPROVED TOPSOIL. TO PREPARE PLANTING BEDS AND LAWN AREAS, CULTIVATE INTO TOP 12" OF SOIL: 6 CUBIC YARDS OF ORGANIC COMPOST PER 1,000 SQUARE FEET. COMPOST IS TO HAVE THE US COMPOSTING COUNCIL'S SEAL OF TESTING ASSURANCE (STA) AND THE ORGANIC MATERIALS REVIEW INSTITUTE (OMRI) LISTING. INCORPORATE COMPOST OR NATURAL FERTILIZER INTO THE SOIL TO A MINIMUM DEPTH OF 8" AT A MINIMUM RATE OF 6 CUBIC YARDS PER 1000 SQUARE FEET OR PER SPECIFIC AMENDMENT RECOMMENDATIONS FROM A SOILS LABORATORY REPORT. ANY ADDITIONAL AMENDMENTS SHALL BE CERTIFIED ORGANIC BY OMRI. 8. ALL PLANT LOCATIONS TO BE CONFIRMED IN THE FIELD BY THE LANDSCAPE ARCHITECT. CONTRACTOR IS TO COORDINATE ALL PLANTING WITH UTILITY LOCATIONS NOT SHOWN ON THIS PLAN. ANY CONFLICTS BETWEEN LOCATIONS OF PROPOSED PLANTING AND SITE UTILITIES OR LIGHTING TO BE CALLED TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 9. LAYOUT OF PLANTINGS IS DIAGRAMMATIC AND MAY NEED FIELD ADJUSTMENT FOR EXISTING SITE CONDITIONS NOT SHOWN ON PLANS, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT. ADJUSTMENTS WILL BE MADE FOR VIEWS, ACCESS, ETC. ALL PLANTINGS SHALL BE FIELD ADJUSTED TO MEET THE MINIMUM STATE REGULATIONS FOR PLANTING AND MAINTAINING A FIRE DEFENSIBLE SPACE, DEPT. OF FORESTRY. PLANT QUANTITIES ARE FOR INFORMATIONAL USE ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANTS AS SHOWN ON THE DRAWINGS. 10. PLANTS SHALL BE SUFFICIENTLY ROOTED TO THE EDGE OF THE CONTAINER AND TO AN EXTENT SUFFICIENT TO HOLD THE ROOTBALL INTACT WHEN REMOVED FROM THE CONTAINER. NO PLANTS SHALL BE ACCEPTABLE THAT SHOW SIGNS OF CIRCLING OR GIRDLING OF ROOTS, OR ANY OTHER ROOT-BOUND CONDITION. PLANTS SHALL BE FREE FROM ALL PESTS AND DISEASES. 11. ALL PLANTS SHALL BE PLACED IN A TRIANGULAR SPACED PATTERN, UNLESS OTHERWISE SPECIFIED. 12. EXCAVATE PLANTING PITS 1" LESS THAN THE DEPTH OF THE PLANT CONTAINER AND TWO TIMES THE WIDTH OF THE PLANT CONTAINER. PREPARE HOLE BACKFILL MATERIAL BY USING 1 PART EXISTING SOIL TO 1 PART ORGANIC COMPOST. THOROUGHLY MIX THIS COMBINATION BEFORE BACKFILLING. SET PLANT PLUMB IN PLANTING PIT AND BRACE RIGIDLY IN POSITION, TAMPING BACKFILL MIX SOLIDLY AROUND THE BALL AND ROOTS. PLACE TOP OF ROOTBALL 1" ABOVE SURROUNDING GRADE. (SEE PLANTING DETAILS FOR TREES, SHRUBS AND GROUNDCOVERS ON THIS SHEET). DO NOT OVER COMPACT SOIL. 13. ALL TREES ARE TO BE STAKED AND TREES AND SHRUBS ARE TO HAVE WATERING BASINS. ALL TREES CLOSER THAN 8'-0" TO BUILDINGS, WALKS, PAVING, CURBS OR FOOTINGS SHALL BE INSTALLED WITH A DEEP ROOT BARRIER. USE DEEP ROOT BARRIER, TYPE UB 24-2 PER MANUFACTURER'S RECOMMENDATIONS. 14. AFTER PLANTING, WATER NEW PLANTINGS DEEPLY AND THOROUGHLY. 15. A MINIMUM 3" LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN TURF AREAS, CREEPING OR ROOTING GROUNDCOVERS OR DIRECT SEEDING APPLICATIONS. MULCH SHALL BE "WOOD CHIPS" FROM SEQUOIA LANDSCAPE MATERIALS (707-527-5512), NATURAL COLOR OR EQUIVALENT. 16. THE CONTRACTOR SHALL MAINTAIN THE PLANTING AND IRRIGATION INSTALLATIONS FOR 60 DAYS FROM THE DATE OF FINAL ACCEPTANCE. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF 6 MONTHS FROM DATE OF FINAL ACCEPTANCE. NOTES 1. REFER TO SHEET L3.3 FOR PLANTING DETAILS. MWELO STATEMENT "I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE PLANTING PLAN" 10/06/2023 RIC J. HENDRICKS DATE REGISTERED LANDSCAPE ARCHITECT #5094 MA T C H L I N E , S E E L 3 . 1 LI M I T O F W O R K 1 QUE AGR 15 GAL. ABBREV. BOTANICAL NAME COMMON NAME WUCOLS SIZE QTY REMARKS/SPACING TREES QUE AGR QUERCUS AGRIFOLIA COAST LIVE OAK VL 15 GAL. 3 SINGLE TRUNK SHRUBS *ACH MIL ACHILLEA MILLEFOLIUM YARROW L 1 GAL. 60 18" O.C. SPACING CAL GRA CALANDRINIA GRANDIFLORA ROCK PURSLANE L 1 GAL. 33 2' O.C. SPACING CIS SUN CISTUS 'SUNSET'MAGENTA ROCKROSE L 1 GAL. 5 5' O.C. SPACING *EPI CAN EPILOBIUM CANUM CAL. FUSCHIA L 1 GAL. 31 3' O.C. SPACING *IRI DOU IRIS DOUGLASIANA DOUGLAS IRIS L 1 GAL. 34 12" O.C. SPACING MON VIL MONARDELLA VILLOSA COYOTE MINT VL 1 GAL. 30 18" O.C. SPACING PHO MAO PHORMIUM 'MAORI QUEEN' NEW ZEALAND FLAX L 5 GAL. 7 4' O.C. SPACING GRASSES *BOU GRA BOUTELOUA GRACILIS BLUE GRAMA L 1 GAL. 102 2' O.C. SPACING *MUH RIG MUHLENBERGIA RIGENS DEER GRASS L 1 GAL. 31 4' O.C. SPACING GROUNDCOVERS ARCTOSTAPHYLOS MANZANITA L 1 GAL. - 5' O.C. SPACING 'PACIFIC MIST' CEANOTHUS 'CENTENNIAL' CEANOTHUS L 1 GAL. - 4' O.C. SPACING MYOPORUM P. 'PINK' PINK MYOPORUM L 1 GAL. - 7' O.C. SPACING *BASMAA RECOMMENDED BIORETENTION PLANTS PLANTING LEGEND 6 CAL GRA 1 GAL. 25 BOU GRA 1 GAL. 6 EPI CAN 1 GAL. 6 ACH MIL 1 GAL. 17 MUH RIG 1 GAL. 6 IRI DOU 1 GAL. 8 MON VIL 1 GAL. 6 CAL GRA 1 GAL. 8 MON VIL 1 GAL. 6 EPI CAN 1 GAL. 6 ACH MIL 1 GAL. 8 MON VIL 1 GAL. 12 IRI DOU 1 GAL. 35 BOU GRA 1 GAL. 6 CAL GRA 1 GAL. 7 PHO MAO 5 GAL. 4 EPI CAN 1 GAL. 6 ACH MIL 1 GAL. 21 BOU GRA 1 GAL. 3 EPI CAN 1 GAL. 6 IRI DOU 1 GAL. 16 IRI DOU 1 GAL. 15 ACH MIL 1 GAL. 6 EPI CAN 1 GAL. 5 MUH RIG 1 GAL. 9 CAL GRA 1 GAL. 5 CIS SUN 1 GAL. 6 CAL GRA 1 GAL. SO U T H O R C H A R D A V E N U E (E) BUILDING N O R T H O R C H A R D A V E N U E EAST PERKINS STREET (E) SIDEWALK PO M E R O Y S T R E E T (N) ADA RAMPS & STRIPING, SEE CIVIL DRAWINGS, TYP. (N) SIDEWALKS & DRIVEWAY APRONS, SEE CIVIL DRAWINGS, TYP. (E) PLANTING & IRRIGATION TO BE FIELD ADJUSTED, TYP. (E) SIDEWALK (E) TREES TO REMAIN AND PROTECTED IN PLACE, TYP. (E) TREES TO REMAIN AND PROTECTED IN PLACE, TYP. (E) SIGNAGE TO REMAIN, TYP. (E) EQUIPMENT TO REMAIN IN PLACE, TYP. 11 / 30 / 24Renewal Date Date Signature P.L.A. 5094 L ICENS E D L A N DSCAPE A R C H I T E C T S T A T E OF C A L I F O R NIA Ric J . H e ndri c k s IN T E G R A I S N O T R E S P O N S I B L E F O R T H E A C C U R A C Y O R CO M P L E T E N E S S O F R E P R O D U C T I O N S O F T H I S D O C U M E N T GE N E R A T E D B Y O T H E R S F R O M E L E C T R O N I C M E D I A . © 2 0 2 1 . A L L R I G H T S R E S E V E R E D 1 5 0 6 4 T H . S T R E E T S A N T A R O S A , C A L I F O R N I A 9 5 4 0 4 7 0 7 . 8 5 2 . 0 5 0 0 WW W . I N T E G R A P L A . C O M 10 / 06 / 2023 143 UR B A N C O R E R E H A B I L I T A T I O N PE R K I N S S T R E E T , G O B B I S T R E E T , A N D M A I N S T R E E T CI T Y O F U K I A H , C A L I F O R N I A 20' MIN. SIGHT DISTANCE TRIANGLE, TYP. 20' MIN. SIGHT DISTANCE TRIANGLE, TYP. 143 5 IRI DOU 1 GAL. 5 ACH MIL 1 GAL. NO T FO R BID Page 153 of 457 1 inch = ft ( IN FEET ) GRAPHIC SCALE 0 20 40 20 PL A N T I N G P L A N L3.139 MWELO STATEMENT "I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE PLANTING PLAN" 10/06/2023 RIC J. HENDRICKS DATE REGISTERED LANDSCAPE ARCHITECT #5094 MA T C H L I N E , S E E B E L O W MA T C H L I N E , S E E L 3 . 0 MA T C H L I N E , S E E A B O V E MA T C H L I N E , S E E S H E E T L 3 . 2 NOTES 1. REFER TO SHEET L3.3 FOR PLANTING DETAILS. W A R R E N D R I V E EAST PERKINS STREET (E) SIDEWALK(E) SIDEWALK(E) SIDEWALK (E) SIDEWALK (E) SIDEWALK (E) SIDEWALK (N) ADA RAMPS & STRIPING, SEE CIVIL DRAWINGS, TYP. (N) SIDEWALKS & DRIVEWAY APRONS, SEE CIVIL DRAWINGS, TYP. (E) PLANTING & IRRIGATION TO BE FIELD ADJUSTED, TYP. H O S P I T A L D R I V E (E) SIDEWALK (E) SIDEWALK (E ) S I D E W A L K (E ) S I D E W A L K (E) SIDEWALK (E) SIDEWALK (E) BUILDING (E) SIDEWALK EAST PERKINS STREET (N) ADA RAMPS & STRIPING, SEE CIVIL DRAWINGS, TYP. (N) ADA RAMPS & STRIPING, SEE CIVIL DRAWINGS, TYP. L E S L I E S T R E E T 11 / 30 / 24Renewal Date Date Signature P.L.A. 5094 L ICENS E D L A N DSCAPE A R C H I T E C T S T A T E OF C A L I F O R NIA Ric J . H e ndri c k s IN T E G R A I S N O T R E S P O N S I B L E F O R T H E A C C U R A C Y O R CO M P L E T E N E S S O F R E P R O D U C T I O N S O F T H I S D O C U M E N T GE N E R A T E D B Y O T H E R S F R O M E L E C T R O N I C M E D I A . © 2 0 2 1 . A L L R I G H T S R E S E V E R E D 1 5 0 6 4 T H . S T R E E T S A N T A R O S A , C A L I F O R N I A 9 5 4 0 4 7 0 7 . 8 5 2 . 0 5 0 0 WW W . I N T E G R A P L A . C O M 10 / 06 / 2023 143 UR B A N C O R E R E H A B I L I T A T I O N PE R K I N S S T R E E T , G O B B I S T R E E T , A N D M A I N S T R E E T CI T Y O F U K I A H , C A L I F O R N I A 14 ACH MIL 1 GAL. 2 MUH RIG 1 GAL. 4 EPI CAN 1 GAL. 10 IRI DOU 1 GAL. 1 QUE AGR 15 GAL. 8 ACH MIL 1 GAL. 2 MUH RIG 1 GAL. 2 EPI CAN 1 GAL. 6 IRI DOU 1 GAL. NO T FO R BID Page 154 of 457 1 inch = ft ( IN FEET ) GRAPHIC SCALE 0 20 40 20 PL A N T I N G P L A N L3.240 MWELO STATEMENT "I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE PLANTING PLAN" 10/06/2023 RIC J. HENDRICKS DATE REGISTERED LANDSCAPE ARCHITECT #5094 MA T C H L I N E , S E E A B O V E LI M I T O F W O R K MA T C H L I N E , S E E B E L O W MA T C H L I N E , S E E L 3 . 1 NOTES 1. REFER TO SHEET L3.3 FOR PLANTING DETAILS. EAST PERKINS STREET MA S O N S T R E E T (E) BUILDING (E) SIDEWALK (E) SIDEWALK (E ) S I D E W A L K (E) SIDEWALK (E) SIDEWALK (E) SIDEWALK (E) CONCRETE HEADWALL (N) ADA RAMPS & STRIPING, SEE CIVIL DRAWINGS, TYP. (N) SIDEWALKS & DRIVEWAY APRONS, SEE CIVIL DRAWINGS, TYP. S O U T H M A I N S T R E E T N O R T H M A I N S T R E E T EAST PERKINS STREET (E) BUILDING (E) SIDEWALK (E) SIDEWALK (E) BUILDING (E) SIDEWALK (E) SIDEWALK (N) SIDEWALKS, SEE CIVIL DRAWINGS, TYP. 11 / 30 / 24Renewal Date Date Signature P.L.A. 5094 L ICENS E D L A N DSCAPE A R C H I T E C T S T A T E OF C A L I F O R NIA Ric J . H e ndri c k s IN T E G R A I S N O T R E S P O N S I B L E F O R T H E A C C U R A C Y O R CO M P L E T E N E S S O F R E P R O D U C T I O N S O F T H I S D O C U M E N T GE N E R A T E D B Y O T H E R S F R O M E L E C T R O N I C M E D I A . © 2 0 2 1 . A L L R I G H T S R E S E V E R E D 1 5 0 6 4 T H . S T R E E T S A N T A R O S A , C A L I F O R N I A 9 5 4 0 4 7 0 7 . 8 5 2 . 0 5 0 0 WW W . I N T E G R A P L A . C O M 10 / 06 / 2023 143 UR B A N C O R E R E H A B I L I T A T I O N PE R K I N S S T R E E T , G O B B I S T R E E T , A N D M A I N S T R E E T CI T Y O F U K I A H , C A L I F O R N I A NO T FO R BID Page 155 of 457 11 / 30 / 24Renewal Date Date Signature P.L.A. 5094 L ICENS E D L A N DSCAPE A R C H I T E C T S T A T E OF C A L I F O R NIA Ric J . He ndri c k s IN T E G R A I S N O T R E S P O N S I B L E F O R T H E A C C U R A C Y O R CO M P L E T E N E S S O F R E P R O D U C T I O N S O F T H I S D O C U M E N T GE N E R A T E D B Y O T H E R S F R O M E L E C T R O N I C M E D I A . © 2 0 2 1 . A L L R I G H T S R E S E V E R E D 1 5 0 6 4 T H . S T R E E T S A N T A R O S A , C A L I F O R N I A 9 5 4 0 4 7 0 7 . 8 5 2 . 0 5 0 0 WW W . I N T E G R A P L A . C O M 10 / 06 / 2023 143 UR B A N C O R E R E H A B I L I T A T I O N PE R K I N S S T R E E T , G O B B I S T R E E T , A N D M A I N S T R E E T CI T Y O F U K I A H , C A L I F O R N I A 1 3 2 PL A N T I N G D E T A I L S & N O T E S L3.341 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'SSPECIFICATIONS. 2. THE TOP OF THE BARRIER PANELS MUST BE SLIGHTLY ABOVE GRADE (NEVER BELOW GRADE)3. POSITION BARRIER PANELS VERTICALLY WITH TOP AGAINST THE STRUCTURE TOBE PROTECTED4. ALL TREES WITHIN 10' OF PAVING, WALLS, BUILDINGS OR UTILITES SHALLRECEIVE ROOT BARRIER. SCALE: LINEAR ROOT BARRIER N.T.S. 1 2 4 5 FINISH GRADE 3 ROOT BARRIER CONCRETE CURB NEW OR EXISTING TREE NATIVE BACKFILL 1 2 4 3 5 NOTES: 4 1 NOTES: 2 EQ U A L EQUALEQUAL 1 2 E Q U A L TYPICAL PLANT SPACING VARIES - SEE PLANT LEGEND AND/OR PLANS EDGE OF PLANTING AREA 1. ALL PLANTS SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESSOTHERWISE INDICATED ON PLANS.2. AS APPROPRIATE, CENTERLINE OF PLANTS SHALL BE 1/2 OF EQUAL SPACINGMINIMUM FROM EDGE OF PLANTING AREA.3. INFILL PLANTS AS REQUIRED TO MAINTAIN SPACING AT IRREGULAR EDGES.4. FOR ADDITIONAL INFORMATION REFER TO PLANTING NOTES ANDSPECIFICATIONS. GROUNDCOVER SPACING N.T.SSCALE: 1 NOTES: FINISH GRADE ROOTBALL4 3 2 4 3 2 1 BACKFILL IN ACCORDANCE WITH PROJECT AGRICULTURAL SUITABILITY SOILS REPORT 1. CROWN OF ROOTBALL TO BE 1/2"-1" ABOVE FINISH GRADE.2. FOR ADDITIONAL INFORMATION REFER TO PLANTING NOTES ANDSPECIFICATIONS. A SHALLOW BASIN 2" DEEP SHALL BE FORMED AROUND ROOTBALL BELOW FINISH GRADE ℄ DE P T H O F CO N T A I N E R 2X DIAMETER OF ROOT BALL SHRUB PLANTING 1" = 1'-0"SCALE: NOTES: 1 2 212 - 1 8 ' ' 6' ' PREVAILING WINDS 4 5 3 4 7 6 6 5 FINISH GRADE 7 12-18'' 12 " DE P T H O F CO N T A I N E R MI N . 1 ROOTBALL SCALE: 2 x DIAMETER 3 (DOUBLE STAKE - 15 GAL. & 24" BOX) A SHALLOW BASIN 2'' DEEP SHALL BE FORMED AROUND BALL BELOW FINISH GRADE. TREES PLANTED IN TURF AREAS SHALL NOT HAVE BASINS. BACKFILL IN ACCORDANCE WITH PROJECT AGRICULTURAL SUITABILITY SOILS REPORT CINCH TIE, ARBOR TIE, OR APPROVED EQUAL 10' LODGE POLE STAKE BOTH SIDES, 'TOMAHAWK TREE STABILIZER SYSTEM' (800) 845-3343, OR APPROVED EQUAL TREES INSTALLED WITHIN TURF AREAS SHALL BE INSTALLED WITH 'ARBOR-GARD' OR APPROVED EQUAL AT BASE OF TRUNK. TREE PLANTING N.T.S. 1. CROWN OF ROOTBALL TO BE 1" ABOVE FINISH GRADE.2. FOR ADDITIONAL INFORMATION REFER TO PLANTINGNOTES AND SPECIFICATIONS. ROOTBALL NO T FO R BI D Page 156 of 457 COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 9 : 1 1 a m CO V E R S H E E T 42 42 COVER SHEET 43 NOTES, LEGEND AND ABBREVIATIONS44HORIZONTAL CONTROL PLAN45TYPICAL ROADWAY SECTIONS46TYPICAL ROADWAY SECTIONS47TYPICAL ROADWAY SECTIONS48TYPICAL ROADWAY SECTIONS49PHASE 1 UTILITY PLAN AND PROFILE 50 PHASE 1 UTILITY PLAN AND PROFILE 51 PHASE 1 UTILITY PLAN AND PROFILE 52 PHASE 1 UTILITY PLAN AND PROFILE 53 PHASE 1 UTILITY PLAN AND PROFILE 54 PHASE 1 UTILITY PLAN AND PROFILE 55 PHASE 1 UTILITY PLAN AND PROFILE 56 PHASE 1 UTILITY PLAN AND PROFILE 57 PHASE 1 DEMOLITION PLAN58PHASE 1 DEMOLITION PLAN59PHASE 1 DEMOLITION PLAN60PHASE 1 DEMOLITION PLAN61PHASE 2 UTILITY PLAN AND PROFILE 62 PHASE 2 UTILITY PLAN AND PROFILE 63 PHASE 2 UTILITY PLAN AND PROFILE 64 PHASE 2 UTILITY PLAN AND PROFILE 65 PHASE 2 UTILITY PLAN AND PROFILE 66 PHASE 2 UTILITY PLAN AND PROFILE 67 PHASE 2 UTILITY PLAN AND PROFILE 68 PHASE 2 UTILITY PLAN AND PROFILE 69 PHASE 2 DEMOLITION PLAN70PHASE 2 DEMOLITION PLAN71PHASE 2 DEMOLITION PLAN72PHASE 2 DEMOLITION PLAN73OVERALL PAVING PLAN74OVERALL PAVING PLAN 75 OVERALL PAVING PLAN 76 OVERALL PAVING PLAN 77 OVERALL STRIPING AND SIGNAGE PLAN78OVERALL STRIPING AND SIGNAGE PLAN79OVERALL STRIPING AND SIGNAGE PLAN80OVERALL STRIPING AND SIGNAGE PLAN81OVERALL EROSION AND SEDIMENT CONTROL PLAN82OVERALL EROSION AND SEDIMENT CONTROL PLAN83OVERALL EROSION AND SEDIMENT CONTROL PLAN84OVERALL EROSION AND SEDIMENT CONTROL PLAN85CURB RAMP GRADING DETAILS86CURB RAMP GRADING DETAILS87CURB RAMP GRADING DETAILS88BIORETENTION GRADING DETAIL89RAILROAD CROSSING GRADING DETAIL90TRAFFIC SIGNAL INSTALLATION PLAN91TRAFFIC SIGNAL SCHEDULES92TRAFFIC SIGNAL INTERCONNECT PLAN93TRAFFIC SIGNAL INTERCONNECT PLAN94CONSTRUCTION DETAILS95CITY OF UKIAH STANDARD DETAILS96CITY OF UKIAH STANDARD DETAILS IMPROVEMENT DRAWINGS FOR UTILITY REPLACEMENT PROJECT GOBBI STREETINDEX OF DRAWINGS VICINITY MAP KEY MAP SHEETS 49 & 61 SHEETS 60, 72, 76, 80, 84 S O A K S T R E E T S S T A T E S T R E E T C O U R T S T R E E T S M A I N S T R E E T P O R Z I O L A N E M A R S H A L L S T R E E T V I L L A G E C I R C L E R A I L R O A D WA U G H L A N E LE S L I E S T R E E T S O R C H A R D A V E N U E W GOBBI STREET E GOBBI STREET SHEETS 50 & 62 SHEETS 51 & 63 SHEETS 52 & 64 SHEETS 53 & 65 SHEETS 54 & 66 SHEETS 55 & 67 SHEETS 56 & 68 SHEETS 59, 71, 75, 79, 83 SHEETS 58, 70, 74, 7 8 , 8 2 SHEETS 57, 69, 73, 7 7 , 8 1 PROJECT SCOPE: WORK TO BE PERFORMED ON GOBBI STREET IS LOCATED BETWEEN SOUTH DORASTREET AND SOUTH ORCHARD STREET, WITHIN THE CITY OF UKIAH. WORKGENERALLY CONSISTS OF WATER AND SEWER MAIN REMOVAL ANDREPLACEMENT, WATER AND SEWER SERVICE CONNECTION UPGRADES, CURB RAMPREPLACEMENT, BULB OUT CONSTRUCTION, BICYCLE LANE STRIPINGIMPROVEMENTS, TRAFFIC SIGNAL INSTALLATION, ROADWAY GRIND AND OVERLAY,ASPHALT CONCRETE DIGOUTS, MINOR LANDSCAPING IMPROVEMENTS, ANDDEMOLITION AND EXCAVATION OF HARDSCAPE TO SUPPORT THESEIMPROVEMENTS. S D O R A S T R E E T CITY OF UKIAH CITY CONTRACT NUMBER: 2122-105 CITY OF UKIAH, CALIFORNIA OCTOBER 2023 SOUTH DORA STREET TO SOUTH ORCHARD AVENUE 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 157 of 457 GRADING NOTES PERFORM GRADING UNDER THE OBSERVATION OF THE GEOTECHNICAL ENGINEER AND INACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT PREPAREDBY LACO ASSOCIATES, DATED MAY 12, 2022. UTILITY NOTES PROVIDE UTILITY TRENCH BACKFILL AND REPAVE TRENCHED AREAS IN ACCORDANCE WITHTHE RECOMMENDATIONS OF SECTIONS 6.1 AND 6.2 OF THE GEOTECHNICAL REPORT. UTILITY TRENCH BACKFILL MATERIAL SHALL BE FREE OF ORGANIC MATERIAL, ROCKS WITH AMAXIMUM DIMENSION GREATER THAN 3-INCHES, AND OTHER DELETERIOUS MATERIAL.UTILITY TRENCH BACKFILL SHALL HAVE A MAXIMUM LIQUID LIMIT OF 35-PERCENT, AMAXIMUM PLASTICITY INDEX OF 15-PERCENT, AND A FRACTION FINER THAN NO. 200 SIEVEOF BETWEEN 5-PERCENT AND 60-PERCENT. UTILITY TRENCH BACKFILL MATERIAL SHALL BEOBSERVED AND TESTED BY THE GEOTECHNICAL ENGINEER FOR CONFORMANCE TO THEAFOREMENTIONED CRITERIA. BACKFILL SHOULD BE PLACED IN LIFTS NO THICKER THAN8-INCHES OF LOOSE THICKNESS, MOISTURE CONDITIONED TO WITHIN 2-PERCENT OFOPTIMUM MOISTURE CONTENT, AND COMPACTED TO AT LEAST 90-PERCENT RELATIVECOMPACTION. THE UPPER 6-INCHES OF SOIL SUBGRADE SHOULD BE COMPACTED TO ATLEAST 95-PERCENT RELATIVE COMPACTION AND BE FIRM AND UNYIELDING. PROVIDE TRENCHING FOR SANITARY SEWER PIPE IN ACCORDANCE WITH CITY OF UKIAHSTANDARD DRAWING NUMBER 220. PROVIDE TRENCHING FOR WATER PIPE IN ACCORDANCE WITH CITY OF UKIAH STANDARDDRAWING NUMBER 320. CONTRACTOR SHALL CONTACT THE CITY OF UKIAH PUBLIC WORKS DEPARTMENT FOR FINALINSPECTION OF ALL SEWER MAINS AND LATERALS. ALL SEWER MAINS AND LATERALS MUSTBE CLEANED & MANDRELED PRIOR TO CITY ACCEPTANCE. THE CONTRACTOR SHALL CONTACT THE CITY OF UKIAH ELECTRIC DEPARTMENT AT LEAST 48HOURS IN ADVANCE FOR INSPECTIONS OF ALL CONDUIT, TRENCHING, AND GROUNDINGPRIOR TO BACKFILL. NORMAL WORK HOURS ARE MONDAY THROUGH THURSDAY.CONTRACTOR SHALL PAY ALL OVERTIME PREMIUMS ASSOCIATED WITH INSPECTIONSOUTSIDE OF THE NORMAL WORKDAY/WORKWEEK. THE CONTRACTOR SHALL HIRE AN INDEPENDENT TELEVISION INSPECTION SERVICE TOPERFORM A CLOSED-CIRCUIT TELEVISION INSPECTION OF ALL NEWLY CONSTRUCTEDSEWERS INCLUDING LATERALS FROM THE MAIN TO THE CLEAN-OUT. METER BOXES AND VAULTS SHALL BE SET SO THAT THE READING LIDS ARE ALIGNED OVERTHE METER REGISTERS AS CLOSELY AS POSSIBLE. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROVIDE POLYVINYL CHLORIDE (PVC)C900 PIPE WHERE ANNOTATED AS WATER (W) ON THE CONSTRUCTION DRAWINGS. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROVIDE DUCTILE IRON PIPE (DIP) ORSDR26 POLYVINYL CHLORIDE (PVC) PIPE WHERE ANNOTATED AS SANITARY SEWER (SS) ONTHE CONSTRUCTION DRAWINGS. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROVIDE HIGH DENSITYPOLYETHYLENE (HDPE) PIPE OR REINFORCED CONCRETE PIPE (RCP) WHERE ANNOTATED ASSTORM DRAIN (SD) ON THE CONSTRUCTION DRAWINGS. MAPPING NOTES TOPOGRAPHIC INFORMATION SHOWN HEREON WAS OBTAINED FROM A FIELD SURVEYCONDUCTED BY BKF ENGINEERS IN NOVEMBER 2021 AND SUPPLEMENTED WITH AVAILABLEINFORMATION. BASIS OF BEARING: BEARINGS ARE BASED UPON THE NORTH AMERICAN DATUM OF 1983(NAD83) (2011), EPOCH 2017.50, AS PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCECENTER, CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 2. DISTANCES ARE GROUNDBASED. MULTIPLY BY A COMBINED SCALE FACTOR OF 0.9998913117 TO OBTAIN GRIDDISTANCES. BENCHMARK: MAG NAIL WITH WASHER ON SIDEWALK, LOCATION SHOWN HEREON (SHEETHZ-1), ELEVATION 617.75'. ELEVATIONS ARE BASED UPON THE NORTH AMERICAN VERTICALDATUM OF 1988 (NAVD 88) ESTABLISHED BY EPOCH 2017.50 ELLIPSOID HEIGHTS ASPUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER AND NGS GEOID 18. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 7 , 2 0 2 3 a t 5 : 5 7 p m NO T E S , L E G E N D A N D A B B R E V I A T I O N S 43 SYMBOLS & LEGEND EXISTING PROPOSED BENCHMARK IRON PIPECENTERLINE MONUMENTBLOW OFFVALVEWATER METERCHECK VALVEBACKFLOW PREVENTION DEVICEFIRE DEPARTMENT CONNECTIONFIRE HYDRANTPOST INDICATOR VALVEREDUCERRISERLIGHT POLESTREET SIGN TRAFFIC SIGNAL STREET LIGHTUTILITY POLEGUY ANCHORCATCH BASIN TREE TREE CLUSTER RIGHT OF WAYEASEMENTCENTERLINEGRADE BREAKFLOW LINEFENCETREE PROTECTION FENCE SANITARY SEWER STORM DRAIN WATER OVERHEAD UTILITY LINEUNDERGROUND UTILITY LINEUNDERGROUND ELECTRIC LINEUNDERGROUND GAS LINEUNDERGROUND TELECOM LINEUNDERGROUND TV LINEUNDERGROUND UTILITY JOINT TRENCH AGGREGATE BASE (TYPICAL SECTIONS AND DETAILS ONLY) ASPHALT (TYPICAL SECTIONS AND DETAILS ONLY) ASPHALT PLUG ASPHALT GRIND & OVERLAY ASPHALT CONFORM GRIND ASPHALT DIG-OUT ASPHALT TRENCH REPAIR CONCRETE VEHICULAR CONCRETE DETECTABLE WARNING VALLEY GUTTER BIORETENTION INVERT AT CLEANOUT KEYNOTE DETAIL IDENTIFICATION SHEET WHERE DETAIL IS SHOWN ±MORE OR LESSABAGGREGATE BASEACASPHALT CONCRETEBEGBEGINNINGBFPBACKFLOW PREVENTERBLDGBUILDINGBLRDBOLLARDCATVTV BOXCBCATCH BASINCL2CLASS IICOCLEAN OUTCONCCONCRETEDI DROP INLETDIADIAMETERDSRAINWATER DOWN SPOUTDWDRIVEWAYDYLDOUBLE YELLOW LINEE ELECTRICEGEXISTING GROUNDELEVELEVATIONEPEDGE OF PAVEMENTEXEXISTINGFGFINISHED GRADEGGASGIGRATE INLETHMAHOT MIX ASPHALTINVBOTTOM INSIDE OF PIPELATLATERALLFLINEAR FOOTLTLEFTMAXMAXIMUM MB MAILBOXMHMANHOLEMINMINIMUMNONUMBERNTSNOT TO SCALEOVHOVERHEAD UTILITY LINEQTYQUANTITYRRADIUSRTRIGHTS=SLOPESDSTORM DRAINSDMHSTORM DRAIN MANHOLESSSANITARY SEWERSSCOSANITARY SEWER CLEAN OUTSSMHSANITARY SEWER MANHOLESTASTATIONTBTOP OF BOXTCTOP FACE OF CURBTELTELECOMMUNICATION LINETFTRANSFORMERTGTOP OF GRATETSTRAFFIC SIGNALTVTELEVISIONTWTOP OF WALLTYPTYPICALUBUTILITY BOXVLTVAULTWWATERWLWHITE LINEWMWATER METERWSWATER SERVICE ABBREVIATIONS 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 158 of 457 SO U T H D O R A S T R E E T CO U R T S T R E E T SO U T H O A K S T R E E T GOBBI STREET SO U T H S T A T E S T R E E T SO U T H S T A T E S T R E E T SO U T H M A I N S T R E E T MA R S H A L L S T R E E T VI L L A G E C I R C L E RA I L R O A D PO R Z I O L A N E GOBBI STREET WA U G H L A N E LE S L I E S T R E E T SO U T H O R C H A R D A V E N U E GOBBI STREET COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 7 , 2 0 2 3 a t 5 : 5 8 p m HO R I Z O N T A L C O N T R O L P L A N 44 MA T C H L I N E - S E E M I D D L E L E F T MA T C H L I N E - S E E B O T T O M L E F T MA T C H L I N E - S E E M I D D L E R I G H T MA T C H L I N E - S E E T O P R I G H T 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 159 of 457 COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 7 , 2 0 2 3 a t 5 : 5 8 p m TY P I C A L R O A D W A Y S E C T I O N S 45 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 160 of 457 COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 7 , 2 0 2 3 a t 5 : 5 8 p m TY P I C A L R O A D W A Y S E C T I O N S 46 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 161 of 457 COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 7 , 2 0 2 3 a t 5 : 5 8 p m TY P I C A L R O A D W A Y S E C T I O N S 47 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 162 of 457 COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 3 0 p m TY P I C A L R O A D W A Y S E C T I O N S 48 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 163 of 457 CO U R T S T R E E T WEST GOBBI STREET SO U T H D O R A S T R E E T KEYNOTES: CONTACT THE CITY OF UKIAH PUBLIC WORKS DEPARTMENT TO SCHEDULE ACUT IN 8x8x10-INCH TEE BY CITY FORCES. CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES APERMANENT WATER TIGHT SEAL. GATE VALVE AND VALVE BOX IN ACCORDANCE WITH CITY OF UKIAHSTANDARD DRAWING NO. 305. 1-INCH WATER SERVICE WITH ¾-INCH WATER METER IN ACCORDANCE WITHCITY OF UKIAH STANDARD DRAWING NO. 301. PROVIDE NON-TRAFFIC RATEDCOVER WITH IRON READER LID. CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICHGENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOTIMPEDE DRAINAGE. CURB, GUTTER, AND SIDEWALK IN ACCORDANCE WITH CITY OF UKIAHSTANDARD DRAWING NO. 102. DRIVEWAY SECTION IN ACCORDANCE WITH CITY OF UKIAH STANDARDDRAWING NO. 102. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 3 1 p m PH A S E 1 UT I L I T Y P L A N A N D P R O F I L E 49 MA T C H L I N E - S E E S H E E T 5 0 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 164 of 457 WEST GOBBI STREET SO U T H O A K S T R E E T KEYNOTES: CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES APERMANENT WATER TIGHT SEAL. GATE VALVE AND VALVE BOX IN ACCORDANCE WITH CITY OF UKIAHSTANDARD DRAWING NO. 305. 1-INCH WATER SERVICE WITH ¾-INCH WATER METER IN ACCORDANCE WITHCITY OF UKIAH STANDARD DRAWING NO. 301. PROVIDE NON-TRAFFIC RATEDCOVER WITH IRON READER LID. CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICHGENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOTIMPEDE DRAINAGE. CURB, GUTTER, AND SIDEWALK IN ACCORDANCE WITH CITY OF UKIAHSTANDARD DRAWING NO. 102. DRIVEWAY SECTION IN ACCORDANCE WITH CITY OF UKIAH STANDARDDRAWING NO. 102. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 3 2 p m PH A S E 1 UT I L I T Y P L A N A N D P R O F I L E 50 MA T C H L I N E - S E E S H E E T 5 1 MA T C H L I N E - S E E S H E E T 4 9 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 165 of 457 WEST GOBBI STREET EAST GOBBI STREET SO U T H S T A T E S T R E E T KEYNOTES: CONCRETE SIDEWALK IN ACCORDANCE WITH CITY OF UKIAH STANDARDDRAWING NO. 102. ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION. CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES APERMANENT WATER TIGHT SEAL. 1-INCH WATER SERVICE WITH ¾-INCH WATER METER IN ACCORDANCE WITHCITY OF UKIAH STANDARD DRAWING NO. 301. PROVIDE NON-TRAFFIC RATEDCOVER WITH IRON READER LID. CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICHGENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOTIMPEDE DRAINAGE. CURB, GUTTER, AND SIDEWALK IN ACCORDANCE WITH CITY OF UKIAHSTANDARD DRAWING NO. 102. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 3 4 p m PH A S E 1 UT I L I T Y P L A N A N D P R O F I L E 51 MA T C H L I N E - S E E S H E E T 5 2 MA T C H L I N E - S E E S H E E T 5 0 EXISTING SEWER AND WATER INFRASTRUCTURE IN SOUTH STATE STREET REFLECTTHE THEORETICAL FUTURE CONDITION FOLLOWING CONSTRUCTION OF THEDOWNTOWN STREETSCAPE PROJECT. IMPROVEMENTS ARE SHOWN FORREFERENCE ONLY. CONTACT THE CITY OF UKIAH FOR AS-BUILT CONDITIONS. 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 166 of 457 PO R Z I O L A N E SO U T H M A I N S T R E E T EAST GOBBI STREET KEYNOTES: ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION. INSTALL 6-INCH FIRE WATER SERVICE, METER, AND UNDERGROUND VAULTSIZED FOR FUTURE 6-INCH DOUBLE CHECK VALVE ASSEMBLY ACCORDANCEWITH CITY OF UKIAH STANDARD DRAWING NO. 383. CAP WATER SERVICE INCHECK VALVE VAULT. FIRE HYDRANT AND LATERAL IN ACCORDANCE WITH CITY OF UKIAHSTANDARD DRAWING NO. 305. INSTALL 6-INCH BLIND FLANGE. CUT AND CAP EXISTING UTILITY IN ACCORDANCE WITH LOCAL REGULATIONS. CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES APERMANENT WATER TIGHT SEAL. GATE VALVE AND VALVE BOX IN ACCORDANCE WITH CITY OF UKIAHSTANDARD DRAWING NO. 305. 1-INCH WATER SERVICE WITH ¾-INCH WATER METER IN ACCORDANCE WITHCITY OF UKIAH STANDARD DRAWING NO. 301. PROVIDE NON-TRAFFIC RATEDCOVER WITH IRON READER LID. CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICHGENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOTIMPEDE DRAINAGE. CURB, GUTTER, AND SIDEWALK IN ACCORDANCE WITH CITY OF UKIAHSTANDARD DRAWING NO. 102. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 3 5 p m PH A S E 1 UT I L I T Y P L A N A N D P R O F I L E 52 MA T C H L I N E - S E E S H E E T 5 1 MA T C H L I N E - S E E S H E E T 5 3 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 167 of 457 VI L L A G E C I R C L E MA R S H A L L S T R E E T EAST GOBBI STREET RA I L R O A D COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 3 6 p m PH A S E 1 UT I L I T Y P L A N A N D P R O F I L E 53 MA T C H L I N E - S E E S H E E T 5 4 MA T C H L I N E - S E E S H E E T 5 2 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 168 of 457 W A U G H L A N E EAST GOBBI STREET LE S L I E S T R E E T COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 3 6 p m PH A S E 1 U T I L I T Y P L A N A N D P R O F I L E 54 MA T C H L I N E - S E E S H E E T 5 5 MA T C H L I N E - S E E S H E E T 5 3 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 169 of 457 EAST GOBBI STREET COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 3 7 p m PH A S E 1 UT I L I T Y P L A N A N D P R O F I L E 55 MA T C H L I N E - S E E S H E E T 5 6 MA T C H L I N E - S E E S H E E T 5 4 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 170 of 457 EAST GOBBI STREET SO U T H O R C H A R D A V E N U E COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 3 8 p m PH A S E 1 UT I L I T Y P L A N A N D P R O F I L E 56 MA T C H L I N E - S E E S H E E T 5 5 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 171 of 457 CO U R T S T R E E T WEST GOBBI STREET SO U T H D O R A S T R E E T WEST GOBBI STREET SO U T H O A K S T R E E T KEYNOTES: CUT AND CAP EXISTING UTILITY IN ACCORDANCE WITH LOCAL REGULATIONS. REMOVE EXISTING MATERIAL OR FEATURE TO FACILITATE THE PROPOSEDIMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITHLOCAL REGULATIONS. REMOVE EXISTING SIDEWALK, CURB AND GUTTER TO THE NEAREST CONTROLJOINT TO FACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OFUNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS. SAWCUT AND CLEANLY REMOVE EXISTING MATERIAL, OR REMOVE EXISTINGMATERIAL TO THE NEAREST CONTROL JOINT WHERE APPLICABLE, TOFACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSEDMATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS. REMOVE EXISTING UTILITY TO FACILITATE THE PROPOSED IMPROVEMENTSAND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCALREGULATIONS. REMOVE EXISTING STRIPING BY SAND BLASTING OR AN EQUIVALENTMETHOD WHICH PERMANENTLY REMOVES THE STRIPING WITHOUTJEOPARDIZING THE INTEGRITY OF THE EXISTING PAVEMENT. MONUMENT WILL BE DISTURBED OR REMOVED TO FACILITATE THEPROPOSED IMPROVEMENTS. RETAIN THE SERVICES OF A LICENSED LANDSURVEYOR TO LOCATE THIS MONUMENT PRIOR TO DISTURBANCE, PROVIDEPERMANENT WITNESS MONUMENT(S) AND FILE THE APPROPRIATEDOCUMENTATION, PURSUANT TO BUSINESS AND PROFESSIONS CODESECTION 8771, WITH THE MENDOCINO COUNTY RECORDER ONCECONSTRUCTION IS COMPLETE. EXISTING UTILITY OR FEATURE TO REMAIN. PROTECT IN PLACE. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 7 , 2 0 2 3 a t 6 : 0 7 p m PH A S E 1 D E M O L I T I O N P L A N 57 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E S H E E T 5 8 MA T C H L I N E - S E E A B O V E 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 172 of 457 SO U T H S T A T E S T R E E T WEST GOBBI STREET EAST GOBBI STREET SO U T H S T A T E S T R E E T PO R Z I O L A N E SO U T H M A I N S T R E E T EAST GOBBI STREET CUT AND CAP EXISTING UTILITY IN ACCORDANCE WITH LOCAL REGULATIONS. REMOVE EXISTING MATERIAL OR FEATURE TO FACILITATE THE PROPOSEDIMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITHLOCAL REGULATIONS. REMOVE EXISTING SIDEWALK, CURB AND GUTTER TO THE NEAREST CONTROLJOINT TO FACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OFUNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS. SAWCUT AND CLEANLY REMOVE EXISTING MATERIAL, OR REMOVE EXISTINGMATERIAL TO THE NEAREST CONTROL JOINT WHERE APPLICABLE, TOFACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSEDMATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS. REMOVE EXISTING UTILITY TO FACILITATE THE PROPOSED IMPROVEMENTSAND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCALREGULATIONS. REMOVE EXISTING STRIPING BY SAND BLASTING OR AN EQUIVALENTMETHOD WHICH PERMANENTLY REMOVES THE STRIPING WITHOUTJEOPARDIZING THE INTEGRITY OF THE EXISTING PAVEMENT. MONUMENT WILL BE DISTURBED OR REMOVED TO FACILITATE THEPROPOSED IMPROVEMENTS. RETAIN THE SERVICES OF A LICENSED LANDSURVEYOR TO LOCATE THIS MONUMENT PRIOR TO DISTURBANCE, PROVIDEPERMANENT WITNESS MONUMENT(S) AND FILE THE APPROPRIATEDOCUMENTATION, PURSUANT TO BUSINESS AND PROFESSIONS CODESECTION 8771, WITH THE MENDOCINO COUNTY RECORDER ONCECONSTRUCTION IS COMPLETE. KEYNOTES: EXISTING UTILITY OR FEATURE TO REMAIN. PROTECT IN PLACE. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 7 , 2 0 2 3 a t 6 : 0 8 p m PH A S E 1 D E M O L I T I O N P L A N 58 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 5 7 MA T C H L I N E - S E E S H E E T 5 9 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 173 of 457 VI L L A G E C I R C L E MA R S H A L L S T R E E T EAST GOBBI STREET RA I L R O A D W A U G H L A N E EAST GOBBI STREET LE S L I E S T R E E T KEYNOTES:CUT AND CAP EXISTING UTILITY IN ACCORDANCE WITH LOCAL REGULATIONS. REMOVE EXISTING MATERIAL OR FEATURE TO FACILITATE THE PROPOSEDIMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITHLOCAL REGULATIONS. REMOVE EXISTING SIDEWALK, CURB AND GUTTER TO THE NEAREST CONTROLJOINT TO FACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OFUNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS. SAWCUT AND CLEANLY REMOVE EXISTING MATERIAL, OR REMOVE EXISTINGMATERIAL TO THE NEAREST CONTROL JOINT WHERE APPLICABLE, TOFACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSEDMATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS. REMOVE EXISTING UTILITY TO FACILITATE THE PROPOSED IMPROVEMENTSAND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCALREGULATIONS. REMOVE EXISTING STRIPING BY SAND BLASTING OR AN EQUIVALENTMETHOD WHICH PERMANENTLY REMOVES THE STRIPING WITHOUTJEOPARDIZING THE INTEGRITY OF THE EXISTING PAVEMENT. MONUMENT WILL BE DISTURBED OR REMOVED TO FACILITATE THEPROPOSED IMPROVEMENTS. RETAIN THE SERVICES OF A LICENSED LANDSURVEYOR TO LOCATE THIS MONUMENT PRIOR TO DISTURBANCE, PROVIDEPERMANENT WITNESS MONUMENT(S) AND FILE THE APPROPRIATEDOCUMENTATION, PURSUANT TO BUSINESS AND PROFESSIONS CODESECTION 8771, WITH THE MENDOCINO COUNTY RECORDER ONCECONSTRUCTION IS COMPLETE. REMOVE, SALVAGE AND RETURN RAILS TO CITY OF UKIAH PUBLIC WORKSDEPARTMENT. CONTRACTOR TO COORDINATE RAIL REMOVAL AND RETURNWITH CITY. EXISTING UTILITY OR FEATURE TO REMAIN. PROTECT IN PLACE. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 7 , 2 0 2 3 a t 6 : 0 9 p m PH A S E 1 D E M O L I T I O N P L A N 59 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E S H E E T 6 0 MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 5 8 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 174 of 457 EAST GOBBI STREET EAST GOBBI STREET SO U T H O R C H A R D A V E N U E KEYNOTES: REMOVE EXISTING SIDEWALK, CURB AND GUTTER TO THE NEAREST CONTROLJOINT TO FACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OFUNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS. SAWCUT AND CLEANLY REMOVE EXISTING MATERIAL, OR REMOVE EXISTINGMATERIAL TO THE NEAREST CONTROL JOINT WHERE APPLICABLE, TOFACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSEDMATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS. REMOVE EXISTING UTILITY TO FACILITATE THE PROPOSED IMPROVEMENTSAND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCALREGULATIONS. REMOVE EXISTING STRIPING BY SAND BLASTING OR AN EQUIVALENTMETHOD WHICH PERMANENTLY REMOVES THE STRIPING WITHOUTJEOPARDIZING THE INTEGRITY OF THE EXISTING PAVEMENT. MONUMENT WILL BE DISTURBED OR REMOVED TO FACILITATE THEPROPOSED IMPROVEMENTS. RETAIN THE SERVICES OF A LICENSED LANDSURVEYOR TO LOCATE THIS MONUMENT PRIOR TO DISTURBANCE, PROVIDEPERMANENT WITNESS MONUMENT(S) AND FILE THE APPROPRIATEDOCUMENTATION, PURSUANT TO BUSINESS AND PROFESSIONS CODESECTION 8771, WITH THE MENDOCINO COUNTY RECORDER ONCECONSTRUCTION IS COMPLETE. REMOVE, SALVAGE AND RETURN RAILS TO CITY OF UKIAH PUBLIC WORKSDEPARTMENT. CONTRACTOR TO COORDINATE RAIL REMOVAL AND RETURNWITH CITY. EXISTING UTILITY OR FEATURE TO REMAIN. PROTECT IN PLACE. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 7 , 2 0 2 3 a t 6 : 0 9 p m PH A S E 1 D E M O L I T I O N P L A N 60 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 5 9 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 175 of 457 CO U R T S T R E E T WEST GOBBI STREET SO U T H D O R A S T R E E T KEYNOTES: ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION. CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES APERMANENT WATER TIGHT SEAL. CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICHGENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOTIMPEDE DRAINAGE. CURB, GUTTER, AND SIDEWALK IN ACCORDANCE WITH CITY OF UKIAHSTANDARD DRAWING NO. 102. SANITARY SEWER MANHOLE WITH TRAFFIC RATED FRAME AND COVER INACCORDANCE WITH CITY OF UKIAH STANDARD DRAWINGS NO. 201 AND204. CURB RAMP AND DETECTABLE WARNING SURFACE IN ACCORDANCE WITHSECTION 11B-406 OF THE 2022 CALIFORNIA BUILDING CODE. POTHOLE TO DETERMINE THE ACTUAL LOCATION, TYPE, SIZE, DEPTH ANDCONFIGURATION OF THE EXISTING UTILITY AND PROVIDE THIS INFORMATIONIN WRITING TO THE ENGINEER PRIOR TO PERFORMING WORK IN THIS AREA. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 3 9 p m PH A S E 2 UT I L I T Y P L A N A N D P R O F I L E 61 MA T C H L I N E - S E E S H E E T 6 2 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 176 of 457 WEST GOBBI STREET SO U T H O A K S T R E E T KEYNOTES: CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICHGENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOTIMPEDE DRAINAGE. CURB, GUTTER, AND SIDEWALK IN ACCORDANCE WITH CITY OF UKIAHSTANDARD DRAWING NO. 102. CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES APERMANENT WATER TIGHT SEAL. SANITARY SEWER MANHOLE WITH TRAFFIC RATED FRAME AND COVER INACCORDANCE WITH CITY OF UKIAH STANDARD DRAWINGS NO. 201 AND204. CURB RAMP AND DETECTABLE WARNING SURFACE IN ACCORDANCE WITHSECTION 11B-406 OF THE 2022 CALIFORNIA BUILDING CODE.IN WRITING TO THE ENGINEER PRIOR TO PERFORMING WORK IN THIS AREA. SANITARY SEWER CLEANOUT IN ACCORDANCE WITH CITY OF UKIAHSTANDARD DRAWING NO. 203 AND SANITARY SEWER LATERAL ANDCLEANOUT IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWINGSNO. 210 AND 213. NEW LATERAL TO MATCH EXISTING LATERAL SIZE. 12x12-INCH STORM DRAIN BLIND CONNECTION. REMOVE PORTIONS OF EXISTING STRUCTURE TO FACILITATE THE PROPOSEDIMPROVEMENTS AND CONNECT TO THE NEW STORM DRAIN. FORM AND FILLAREA BETWEEN PIPE AND STRUCTURE WITH CONCRETE IN A MANNER WHICHPROVIDES A PERMANENT WATER TIGHT SEAL. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 4 1 p m PH A S E 2 UT I L I T Y P L A N A N D P R O F I L E 62 MA T C H L I N E - S E E S H E E T 6 3 MA T C H L I N E - S E E S H E E T 6 1 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 177 of 457 SO U T H S T A T E S T R E E T WEST GOBBI STREET EAST GOBBI STREET SO U T H S T A T E S T R E E T KEYNOTES: CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICHGENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOTIMPEDE DRAINAGE. CURB, GUTTER, AND SIDEWALK IN ACCORDANCE WITH CITY OF UKIAHSTANDARD DRAWING NO. 102. CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES APERMANENT WATER TIGHT SEAL. IN WRITING TO THE ENGINEER PRIOR TO PERFORMING WORK IN THIS AREA. SANITARY SEWER CLEANOUT IN ACCORDANCE WITH CITY OF UKIAHSTANDARD DRAWING NO. 203 AND SANITARY SEWER LATERAL ANDCLEANOUT IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWINGSNO. 210 AND 213. NEW LATERAL TO MATCH EXISTING LATERAL SIZE. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 4 2 p m PH A S E 2 UT I L I T Y P L A N A N D P R O F I L E 63 MA T C H L I N E - S E E S H E E T 6 4 MA T C H L I N E - S E E S H E E T 6 2 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 178 of 457 PO R Z I O L A N E SO U T H M A I N S T R E E T EAST GOBBI STREET KEYNOTES: ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION. CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES APERMANENT WATER TIGHT SEAL. CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICHGENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOTIMPEDE DRAINAGE. CURB, GUTTER, AND SIDEWALK IN ACCORDANCE WITH CITY OF UKIAHSTANDARD DRAWING NO. 102. SANITARY SEWER MANHOLE WITH TRAFFIC RATED FRAME AND COVER INACCORDANCE WITH CITY OF UKIAH STANDARD DRAWINGS NO. 201 AND204. CURB RAMP AND DETECTABLE WARNING SURFACE IN ACCORDANCE WITHSECTION 11B-406 OF THE 2022 CALIFORNIA BUILDING CODE. POTHOLE TO DETERMINE THE ACTUAL LOCATION, TYPE, SIZE, DEPTH ANDCONFIGURATION OF THE EXISTING UTILITY AND PROVIDE THIS INFORMATIONIN WRITING TO THE ENGINEER PRIOR TO PERFORMING WORK IN THIS AREA. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 4 4 p m PH A S E 2 UT I L I T Y P L A N A N D P R O F I L E 64 MA T C H L I N E - S E E S H E E T 6 5 MA T C H L I N E - S E E S H E E T 6 3 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 179 of 457 VI L L A G E C I R C L E MA R S H A L L S T R E E T EAST GOBBI STREET RA I L R O A D KEYNOTES: CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES APERMANENT WATER TIGHT SEAL. CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICHGENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOTIMPEDE DRAINAGE. CURB, GUTTER, AND SIDEWALK IN ACCORDANCE WITH CITY OF UKIAHSTANDARD DRAWING NO. 102. ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION. SANITARY SEWER MANHOLE WITH TRAFFIC RATED FRAME AND COVER INACCORDANCE WITH CITY OF UKIAH STANDARD DRAWINGS NO. 201 AND204. CURB RAMP AND DETECTABLE WARNING SURFACE IN ACCORDANCE WITHSECTION 11B-406 OF THE 2022 CALIFORNIA BUILDING CODE. IN WRITING TO THE ENGINEER PRIOR TO PERFORMING WORK IN THIS AREA. SANITARY SEWER CLEANOUT IN ACCORDANCE WITH CITY OF UKIAHSTANDARD DRAWING NO. 203 AND SANITARY SEWER LATERAL ANDCLEANOUT IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWINGSNO. 210 AND 213. NEW LATERAL TO MATCH EXISTING LATERAL SIZE. EMBEDDED DETECTABLE WARNING SURFACE. REMOVE EXISTING CONCRETEAS REQUIRED TO INSTALL A DETECTABLE WARNING SURFACE INACCORDANCE WITH SECTION 11B-705.1 OF THE 2022 CALIFORNIA BUILDINGCODE. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 4 5 p m PH A S E 2 UT I L I T Y P L A N A N D P R O F I L E 65 MA T C H L I N E - S E E S H E E T 6 6 MA T C H L I N E - S E E S H E E T 6 4 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 180 of 457 W A U G H L A N E EAST GOBBI STREET LE S L I E S T R E E T KEYNOTES: ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION. CUT IN 8x8x10-INCH TEE BY CITY FORCES. CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES APERMANENT WATER TIGHT SEAL. CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICHGENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOTIMPEDE DRAINAGE. CURB, GUTTER, AND SIDEWALK IN ACCORDANCE WITH CITY OF UKIAHSTANDARD DRAWING NO. 102. SANITARY SEWER MANHOLE WITH TRAFFIC RATED FRAME AND COVER INACCORDANCE WITH CITY OF UKIAH STANDARD DRAWINGS NO. 201 AND204. CURB RAMP AND DETECTABLE WARNING SURFACE IN ACCORDANCE WITHSECTION 11B-406 OF THE 2022 CALIFORNIA BUILDING CODE. POTHOLE TO DETERMINE THE ACTUAL LOCATION, TYPE, SIZE, DEPTH ANDCONFIGURATION OF THE EXISTING UTILITY AND PROVIDE THIS INFORMATIONIN WRITING TO THE ENGINEER PRIOR TO PERFORMING WORK IN THIS AREA. SANITARY SEWER CLEANOUT IN ACCORDANCE WITH CITY OF UKIAHSTANDARD DRAWING NO. 203 AND SANITARY SEWER LATERAL ANDCLEANOUT IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWINGSNO. 210 AND 213. NEW LATERAL TO MATCH EXISTING LATERAL SIZE. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 4 7 p m PH A S E 2 U T I L I T Y P L A N A N D P R O F I L E 66 MA T C H L I N E - S E E S H E E T 6 7 MA T C H L I N E - S E E S H E E T 6 5 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 181 of 457 EAST GOBBI STREET KEYNOTES: ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION. CUT IN 8x8x10-INCH TEE BY CITY FORCES. CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES APERMANENT WATER TIGHT SEAL. CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICHGENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOTIMPEDE DRAINAGE. CURB, GUTTER, AND SIDEWALK IN ACCORDANCE WITH CITY OF UKIAHSTANDARD DRAWING NO. 102. EXISTING UTILITY OR FEATURE TO REMAIN. PROTECT IN PLACE. SANITARY SEWER MANHOLE WITH TRAFFIC RATED FRAME AND COVER INACCORDANCE WITH CITY OF UKIAH STANDARD DRAWINGS NO. 201 AND204.SECTION 11B-406 OF THE 2022 CALIFORNIA BUILDING CODE. POTHOLE TO DETERMINE THE ACTUAL LOCATION, TYPE, SIZE, DEPTH ANDCONFIGURATION OF THE EXISTING UTILITY AND PROVIDE THIS INFORMATIONIN WRITING TO THE ENGINEER PRIOR TO PERFORMING WORK IN THIS AREA. SANITARY SEWER CLEANOUT IN ACCORDANCE WITH CITY OF UKIAHSTANDARD DRAWING NO. 203 AND SANITARY SEWER LATERAL ANDCLEANOUT IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWINGSNO. 210 AND 213. NEW LATERAL TO MATCH EXISTING LATERAL SIZE. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 4 8 p m PH A S E 2 UT I L I T Y P L A N A N D P R O F I L E 67 MA T C H L I N E - S E E S H E E T 6 8 MA T C H L I N E - S E E S H E E T 6 6 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 182 of 457 EAST GOBBI STREET SO U T H O R C H A R D A V E N U E KEYNOTES: ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION. CUT IN 8x8x10-INCH TEE BY CITY FORCES. CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES APERMANENT WATER TIGHT SEAL. CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICHGENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOTIMPEDE DRAINAGE. CURB, GUTTER, AND SIDEWALK IN ACCORDANCE WITH CITY OF UKIAHSTANDARD DRAWING NO. 102. SANITARY SEWER MANHOLE WITH TRAFFIC RATED FRAME AND COVER INACCORDANCE WITH CITY OF UKIAH STANDARD DRAWINGS NO. 201 AND204. CURB RAMP AND DETECTABLE WARNING SURFACE IN ACCORDANCE WITHSECTION 11B-406 OF THE 2022 CALIFORNIA BUILDING CODE. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 5 0 p m PH A S E 2 UT I L I T Y P L A N A N D P R O F I L E 68 MA T C H L I N E - S E E S H E E T 6 7 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 183 of 457 CO U R T S T R E E T WEST GOBBI STREET SO U T H D O R A S T R E E T WEST GOBBI STREET SO U T H O A K S T R E E T KEYNOTES:MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS. REMOVE EXISTING UTILITY TO FACILITATE THE PROPOSED IMPROVEMENTSAND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCALREGULATIONS. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 7 , 2 0 2 3 a t 6 : 2 1 p m PH A S E 2 D E M O L I T I O N P L A N 69 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E S H E E T 7 0 MA T C H L I N E - S E E A B O V E 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 184 of 457 SO U T H S T A T E S T R E E T WEST GOBBI STREET EAST GOBBI STREET SO U T H S T A T E S T R E E T PO R Z I O L A N E SO U T H M A I N S T R E E T EAST GOBBI STREET KEYNOTES: MONUMENT WILL BE DISTURBED OR REMOVED TO FACILITATE THEPROPOSED IMPROVEMENTS. RETAIN THE SERVICES OF A LICENSED LANDSURVEYOR TO LOCATE THIS MONUMENT PRIOR TO DISTURBANCE, PROVIDEPERMANENT WITNESS MONUMENT(S) AND FILE THE APPROPRIATEDOCUMENTATION, PURSUANT TO BUSINESS AND PROFESSIONS CODESECTION 8771, WITH THE MENDOCINO COUNTY RECORDER ONCECONSTRUCTION IS COMPLETE. CUT AND CAP EXISTING UTILITY IN ACCORDANCE WITH LOCAL REGULATIONS. REMOVE EXISTING UTILITY TO FACILITATE THE PROPOSED IMPROVEMENTSAND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCALREGULATIONS. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 7 , 2 0 2 3 a t 6 : 2 2 p m PH A S E 2 D E M O L I T I O N P L A N 70 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E S H E E T 7 1 MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 6 9 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 185 of 457 VI L L A G E C I R C L E MA R S H A L L S T R E E T EAST GOBBI STREET RA I L R O A D W A U G H L A N E EAST GOBBI STREET LE S L I E S T R E E T KEYNOTES: MONUMENT WILL BE DISTURBED OR REMOVED TO FACILITATE THEPROPOSED IMPROVEMENTS. RETAIN THE SERVICES OF A LICENSED LANDSURVEYOR TO LOCATE THIS MONUMENT PRIOR TO DISTURBANCE, PROVIDEPERMANENT WITNESS MONUMENT(S) AND FILE THE APPROPRIATEDOCUMENTATION, PURSUANT TO BUSINESS AND PROFESSIONS CODESECTION 8771, WITH THE MENDOCINO COUNTY RECORDER ONCECONSTRUCTION IS COMPLETE. UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS. SAWCUT AND CLEANLY REMOVE EXISTING MATERIAL, OR REMOVE EXISTINGMATERIAL TO THE NEAREST CONTROL JOINT WHERE APPLICABLE, TOFACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSEDMATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS. REMOVE EXISTING UTILITY TO FACILITATE THE PROPOSED IMPROVEMENTSAND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCALREGULATIONS. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 5 1 p m PH A S E 2 D E M O L I T I O N P L A N 71 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E S H E E T 7 2 MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 7 0 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 186 of 457 EAST GOBBI STREET EAST GOBBI STREET SO U T H O R C H A R D A V E N U E KEYNOTES:MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS. REMOVE EXISTING UTILITY TO FACILITATE THE PROPOSED IMPROVEMENTSAND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCALREGULATIONS. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 5 1 p m PH A S E 2 D E M O L I T I O N P L A N 72 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 7 1 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 187 of 457 CO U R T S T R E E T WEST GOBBI STREET SO U T H D O R A S T R E E T WEST GOBBI STREET SO U T H O A K S T R E E T DIG OUT LOCATIONS SHOWN ARE APPROXIMATE AND NEEDTO BE VERIFIED IN THE FIELD WITH THE CITY ENGINEER. KEYNOTES: ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 7 , 2 0 2 3 a t 6 : 2 5 p m PA V I N G P L A N 73 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E S H E E T 7 4 MA T C H L I N E - S E E A B O V E 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 188 of 457 WEST GOBBI STREET EAST GOBBI STREET SO U T H S T A T E S T R E E T PO R Z I O L A N E SO U T H M A I N S T R E E T EAST GOBBI STREET DIG OUT LOCATIONS SHOWN ARE APPROXIMATE AND NEEDTO BE VERIFIED IN THE FIELD WITH THE CITY ENGINEER. KEYNOTES: ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 7 , 2 0 2 3 a t 6 : 2 5 p m PA V I N G P L A N 74 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E S H E E T 7 5 MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 7 3 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 189 of 457 VI L L A G E C I R C L E MA R S H A L L S T R E E T EAST GOBBI STREET RA I L R O A D W A U G H L A N E EAST GOBBI STREET LE S L I E S T R E E T DIG OUT LOCATIONS SHOWN ARE APPROXIMATE AND NEEDTO BE VERIFIED IN THE FIELD WITH THE CITY ENGINEER. KEYNOTES: ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 5 2 p m PA V I N G P L A N 75 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E S H E E T 7 6 MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 7 4 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 190 of 457 EAST GOBBI STREET EAST GOBBI STREET SO U T H O R C H A R D A V E N U E DIG OUT LOCATIONS SHOWN ARE APPROXIMATE AND NEEDTO BE VERIFIED IN THE FIELD WITH THE CITY ENGINEER. KEYNOTES: ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 5 3 p m PA V I N G P L A N 76 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 7 5 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 191 of 457 CO U R T S T R E E T WEST GOBBI STREET SO U T H D O R A S T R E E T WEST GOBBI STREET SO U T H O A K S T R E E T KEYNOTES:WHITE TYPE I 10'-0" ARROW (CALTRANS STANDARD PLAN A24A). WHITE TYPE IV ARROW (CALTRANS STANDARD PLAN A24A). WHITE BIKE LANE ARROW (CALTRANS STANDARD PLAN A24A). WHITE BIKE LANE SYMBOL WITH PERSON (CALTRANS STANDARD PLAN A24C). WHITE 'STOP' LEGEND (CALTRANS STANDARD PLAN A24D). WHITE 'BASIC' STYLE CROSSWALK (CALTRANS STANDARD PLAN DETAIL A24F). SOLID WHITE 12-IN WIDE LIMIT LINE (CALTRANS STANDARD PLAN A24G). DASHED YELLOW CENTERLINE (CALTRANS STANDARD PLAN DETAIL 1). DASHED WHITE LANE LINE (CALTRANS STANDARD PLAN DETAIL 9). DASHED WHITE LANE LINE (CALTRANS STANDARD PLAN DETAIL 9). DOUBLE YELLOW CENTERLINE (CALTRANS STANDARD PLAN DETAIL 21). SOLID WHITE LANE LINE (CALTRANS STANDARD PLAN DETAIL 38). SOLID WHITE BIKE LANE LINE (CALTRANS STANDARD PLAN DETAIL 39). DASHED WHITE INTERSECTION LINE BIKE LANE (CALTRANS STANDARD PLANDETAIL 39A). DASHED GREEN CONFLICT BIKE LANE STRIPING. RELOCATE SIGN WHERE SHOWN ON THESE DRAWINGS. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 7 , 2 0 2 3 a t 6 : 2 8 p m ST R I P I N G A N D S I G N A G E P L A N 77 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E S H E E T 7 8 MA T C H L I N E - S E E A B O V E 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 192 of 457 SO U T H S T A T E S T R E E T WEST GOBBI STREET EAST GOBBI STREET SO U T H S T A T E S T R E E T STRIPING IMPROVEMENTS IN SOUTH STATE STREET REFLECTTHEORETICAL FUTURE CONDITION FOLLOWING CONSTRUCTION OF THEDOWNTOWN STREETSCAPE. IMPROVEMENTS SHOWN FOR REFERENCEONLY, CONTACT THE CITY OF UKIAH FOR AS-BUILT CONDITIONS. PO R Z I O L A N E SO U T H M A I N S T R E E T EAST GOBBI STREET KEYNOTES: WHITE TYPE I 10'-0" ARROW (CALTRANS STANDARD PLAN A24A). WHITE TYPE IV ARROW (CALTRANS STANDARD PLAN A24A). WHITE BIKE LANE ARROW (CALTRANS STANDARD PLAN A24A). WHITE BIKE LANE SYMBOL WITH PERSON (CALTRANS STANDARD PLAN A24C). WHITE SHARED ROADWAY BICYCLE MARKING (CALTRANS STANDARD PLANA24C). WHITE BICYCLE LOOP DETECTOR SYMBOL (CALTRANS STANDARD PLANA24C). WHITE 'STOP' LEGEND (CALTRANS STANDARD PLAN A24D).WHITE 'BASIC' STYLE CROSSWALK (CALTRANS STANDARD PLAN DETAIL A24F). SOLID WHITE 12-IN WIDE LIMIT LINE (CALTRANS STANDARD PLAN A24G). DASHED WHITE LANE LINE (CALTRANS STANDARD PLAN DETAIL 9). DOUBLE YELLOW CENTERLINE (CALTRANS STANDARD PLAN DETAIL 21). SOLID-DASHED YELLOW CENTERLINE (CALTRANS STANDARD PLAN DETAIL32). SOLID WHITE LANE LINE (CALTRANS STANDARD PLAN DETAIL 38). SOLID WHITE BIKE LANE LINE (CALTRANS STANDARD PLAN DETAIL 39). DASHED WHITE INTERSECTION LINE BIKE LANE (CALTRANS STANDARD PLANDETAIL 39A). YELLOW CENTER LINE EXTENSION THROUGH INTERSECTION (CALTRANSSTANDARD PLAN DETAIL 41). GREEN BIKE LANE STRIPING. DASHED GREEN CONFLICT BIKE LANE STRIPING. YELLOW DIAGONAL CROSSHATCH MEDIAN STRIPING IN ACCORDANCE WITHSECTION 3B.24 OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFICCONTROL DEVICES (CURRENT EDITION). COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 7 , 2 0 2 3 a t 6 : 2 9 p m ST R I P I N G A N D S I G N A G E P L A N 78 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E S H E E T 7 9 MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 7 7 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 193 of 457 VI L L A G E C I R C L E MA R S H A L L S T R E E T EAST GOBBI STREET RA I L R O A D W A U G H L A N E EAST GOBBI STREET LE S L I E S T R E E T KEYNOTES: SOLID WHITE LANE LINE (CALTRANS STANDARD PLAN DETAIL 38). SOLID WHITE BIKE LANE LINE (CALTRANS STANDARD PLAN DETAIL 39). WHITE TYPE I 10'-0" ARROW (CALTRANS STANDARD PLAN A24A). WHITE TYPE IV ARROW (CALTRANS STANDARD PLAN A24A). WHITE BIKE LANE ARROW (CALTRANS STANDARD PLAN A24A). WHITE BIKE LANE SYMBOL WITH PERSON (CALTRANS STANDARD PLAN A24C). WHITE SHARED ROADWAY BICYCLE MARKING (CALTRANS STANDARD PLANA24C). WHITE BICYCLE LOOP DETECTOR SYMBOL (CALTRANS STANDARD PLANA24C). WHITE 'STOP' LEGEND (CALTRANS STANDARD PLAN A24D). WHITE 'BASIC' STYLE CROSSWALK (CALTRANS STANDARD PLAN DETAIL A24F). WHITE 'CONTINENTAL' STYLE CROSSWALK (CALTRANS STANDARD PLANDETAIL A24F). SOLID WHITE 12-IN WIDE LIMIT LINE (CALTRANS STANDARD PLAN A24G). WHITE 'SHARK TEETH' YIELD LINE PAVEMENT MARKINGS (CALTRANSSTANDARD PLAN A24G). DASHED YELLOW CENTERLINE (CALTRANS STANDARD PLAN DETAIL 1). DASHED WHITE LANE LINE (CALTRANS STANDARD PLAN DETAIL 9). DOUBLE YELLOW CENTERLINE (CALTRANS STANDARD PLAN DETAIL 21). SOLID-DASHED YELLOW CENTERLINE (CALTRANS STANDARD PLAN DETAIL32). SOLID WHITE LANE LINE (CALTRANS STANDARD PLAN DETAIL 38). SOLID WHITE BIKE LANE LINE (CALTRANS STANDARD PLAN DETAIL 39). DASHED WHITE INTERSECTION LINE BIKE LANE (CALTRANS STANDARD PLANDETAIL 39A). GREEN BIKE LANE STRIPING. DASHED GREEN CONFLICT BIKE LANE STRIPING. YELLOW DIAGONAL CROSSHATCH MEDIAN STRIPING IN ACCORDANCE WITHSECTION 3B.24 OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFICCONTROL DEVICES (CURRENT EDITION). RELOCATE SIGN WHERE SHOWN ON THESE DRAWINGS. SPEED TABLE PAVEMENT MARKINGS IN ACCORDANCE WITH FIGURE 3B-30 OFTHE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(CURRENT EDITION). W17-1 "SPEED HUMP" SIGN IN ACCORDANCE WITH SECTION 2C.29 OF THECALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CURRENTEDITION). YELLOW RETROREFLECTIVE FLEXIBLE DELINEATOR, K-71 OR EQUIVALENT. R4-7 "KEEP RIGHT" SIGN IN ACCORDANCE WITH SECTION 2B.32 OF THECALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CURRENTEDITION). R1-5A "YIELD HERE TO PEDESTRIANS" SIGN IN ACCORDANCE WITH SECTION2B.11 OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (CURRENT EDITION). COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 5 4 p m ST R I P I N G A N D S I G N A G E P L A N 79 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E S H E E T 8 0 MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 7 8 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 194 of 457 EAST GOBBI STREET EAST GOBBI STREET SO U T H O R C H A R D A V E N U E KEYNOTES: WHITE TYPE IV ARROW (CALTRANS STANDARD PLAN A24A). WHITE BIKE LANE ARROW (CALTRANS STANDARD PLAN A24A). WHITE BIKE LANE SYMBOL WITH PERSON (CALTRANS STANDARD PLAN A24C). WHITE SHARED ROADWAY BICYCLE MARKING (CALTRANS STANDARD PLANA24C). WHITE BICYCLE LOOP DETECTOR SYMBOL (CALTRANS STANDARD PLANA24C). WHITE 'STOP' LEGEND (CALTRANS STANDARD PLAN A24D).WHITE 'BASIC' STYLE CROSSWALK (CALTRANS STANDARD PLAN DETAIL A24F). SOLID WHITE 12-IN WIDE LIMIT LINE (CALTRANS STANDARD PLAN A24G). WHITE 'SHARK TEETH' YIELD LINE PAVEMENT MARKINGS (CALTRANSSTANDARD PLAN A24G). DASHED YELLOW CENTERLINE (CALTRANS STANDARD PLAN DETAIL 1).DASHED WHITE LANE LINE (CALTRANS STANDARD PLAN DETAIL 9). DOUBLE YELLOW CENTERLINE (CALTRANS STANDARD PLAN DETAIL 21). SOLID-DASHED YELLOW CENTERLINE (CALTRANS STANDARD PLAN DETAIL32). SOLID WHITE LANE LINE (CALTRANS STANDARD PLAN DETAIL 38). SOLID WHITE BIKE LANE LINE (CALTRANS STANDARD PLAN DETAIL 39).GREEN BIKE LANE STRIPING. DASHED GREEN CONFLICT BIKE LANE STRIPING.YELLOW DIAGONAL CROSSHATCH MEDIAN STRIPING IN ACCORDANCE WITHSECTION 3B.24 OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFICCONTROL DEVICES (CURRENT EDITION). R1-5A "YIELD HERE TO PEDESTRIANS" SIGN IN ACCORDANCE WITH SECTION2B.11 OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (CURRENT EDITION). BLUE RETROREFLECTIVE FIRE HYDRANT PAVEMENT MARKER. COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 5 5 p m ST R I P I N G A N D S I G N A G E P L A N 80 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 7 9 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 195 of 457 CO U R T S T R E E T WEST GOBBI STREET SO U T H D O R A S T R E E T WEST GOBBI STREET SO U T H O A K S T R E E T COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 7 , 2 0 2 3 a t 6 : 3 2 p m ER O S I O N A N D S E D I M E N T C O N T R O L P L A N 81 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E S H E E T 8 2 MA T C H L I N E - S E E A B O V E 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 196 of 457 SO U T H S T A T E S T R E E T WEST GOBBI STREET EAST GOBBI STREET SO U T H S T A T E S T R E E T PO R Z I O L A N E SO U T H M A I N S T R E E T EAST GOBBI STREET COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 7 , 2 0 2 3 a t 6 : 3 2 p m ER O S I O N A N D S E D I M E N T C O N T R O L P L A N 82 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E S H E E T 8 3 MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 8 1 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 197 of 457 VI L L A G E C I R C L E MA R S H A L L S T R E E T EAST GOBBI STREET RA I L R O A D W A U G H L A N E EAST GOBBI STREET LE S L I E S T R E E T COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 5 6 p m ER O S I O N A N D S E D I M E N T C O N T R O L P L A N 83 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E S H E E T 8 4 MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 8 2 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 198 of 457 EAST GOBBI STREET EAST GOBBI STREET SO U T H O R C H A R D A V E N U E COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 5 6 p m ER O S I O N A N D S E D I M E N T C O N T R O L P L A N 84 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T 8 3 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 199 of 457 CO U R T S T R E E T CO U R T S T R E E T SO U T H O A K S T R E E T SO U T H O A K S T R E E T SO U T H O A K S T R E E T COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 7 , 2 0 2 3 a t 6 : 3 4 p m CU R B R A M P G R A D I N G D E T A I L S 85 CURB RAMP TWO 1" = 5' CR2-CURB RAMP THREE 1" = 5' CR3- CURB RAMP FIVE 1" = 5' CR5-CURB RAMP FOUR 1" = 5' CR4- CURB RAMP ONE 1" = 5' CR1- 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 200 of 457 PO R Z I O L A N E SO U T H M A I N S T R E E T PO R Z I O L A N E MA R S H A L L S T R E E T MA R S H A L L S T R E E T SO U T H M A I N S T R E E T COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 7 , 2 0 2 3 a t 6 : 3 5 p m CU R B R A M P G R A D I N G D E T A I L S 86 CURB RAMP EIGHT 1" = 5' CR8- CURB RAMP NINE 1" = 5' CR9-CURB RAMP ELEVEN 1" = 5' CR11-CURB RAMP TEN 1" = 5' CR10- CURB RAMP SEVEN 1" = 5' CR7-CURB RAMP SIX 1" = 5' CR6- 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 201 of 457 LE S L I E S T R E E T SO U T H O R C H A R D A V E N U E SO U T H O R C H A R D A V E N U E LE S L I E S T R E E T SO U T H O R C H A R D A V E N U E COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 3 : 5 7 p m CU R B R A M P G R A D I N G D E T A I L S 87 CURB RAMP THIRTEEN 1" = 5' CR13-CURB RAMP FOURTEEN 1" = 5' CR14- CURB RAMP SEVENTEEN 1" = 5' CR16-CURB RAMP SIXTEEN 1" = 5' CR15- CURB RAMP TWELVE 1" = 5' CR12- CURB RAMP FIFTEEN 1" = 5' CR14- 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 202 of 457 COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 7 , 2 0 2 3 a t 6 : 3 7 p m BI O R E T E N T I O N G R A D I N G D E T A I L 88 BIORETENTION AREA GRADING 1" = 5' BR-1- 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 203 of 457 COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 9 : 2 5 a m RA I L R O A D C R O S S I N G G R A D I N G D E T A I L 89 RAILROAD CROSSING GRADING 1" = 5' RR-1- 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 204 of 457 PO R Z I O L A N E EAST GOBBI STREET SO U T H M A I N S T R E E T 143 · · · · N TR A F F I C S I G N A L I N S T A L L A T I O N P L A N TR-190COPYRIGHT © BKF ENGINEERS2023 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T P R O J E C T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 5 7 0 0 6 JI P E I W A N G BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_TS_GOBBI_MAIN_INSTALLATION_PLAN.dwgPl o t O c t 1 6 , 2 0 2 3 a t 1 : 1 9 p m NO T FO R BID Page 205 of 457 TR A F F I C S I G N A L S C H E D U L E S TR-291143COPYRIGHT © BKF ENGINEERS2023 C 5 7 0 0 6 JI P E I W A N G BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_TS_GOBBI_MAIN_SCHEDULES.dwgPl o t O c t 1 6 , 2 0 2 3 a t 1 : 1 9 p m UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T P R O J E C T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A NO T FO R BID Page 206 of 457 TR A F F I C S I G N A L I N T E R C O N N E C T P L A N TR-392143COPYRIGHT © BKF ENGINEERS2023 C 5 7 0 0 6 JI P E I W A N G BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_TS_GOBBI_STATE_SIC.dwgPl o t O c t 1 6 , 2 0 2 3 a t 1 : 1 9 p m UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T P R O J E C T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A NO T FO R BID Page 207 of 457 TR A F F I C S I G N A L I N T E R C O N N E C T P L A N TR-493143COPYRIGHT © BKF ENGINEERS2023 C 5 7 0 0 6 JI P E I W A N G BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_TS_GOBBI_WAUGE_SIC.dwgPl o t O c t 1 6 , 2 0 2 3 a t 1 : 1 9 p m UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T P R O J E C T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A NO T FO R BID Page 208 of 457 GOBBI STREET SI D E S T R E E T COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 9 , 2 0 2 3 a t 9 : 2 7 a m CO N S T R U C T I O N D E T A I L S 94 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 209 of 457 COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 7 , 2 0 2 3 a t 6 : 4 0 p m CI T Y O F U K I A H S T A N D A R D D E T A I L S 95 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 210 of 457 COPYRIGHT © BKF ENGINEERS2023 143 UR B A N C O R E R E H A B I L I T A T I O N GO B B I S T R E E T U T I L I T Y R E P L A C E M E N T CI T Y O F U K I A H , M E N D O C I N O C O U N T Y , C A L I F O R N I A C 8 0 8 6 8 RE B E C C A D O W E R BK F E N G I N E E R S 20 0 4 t h S T R E E T SU I T E 3 0 0 SA N T A R O S A , C A 9 5 4 0 1 (7 0 7 ) 5 8 3 - 8 5 0 0 ww w . b k f . c o m 210758_IMPR.dwgPl o t O c t 1 7 , 2 0 2 3 a t 6 : 4 1 p m CI T Y O F U K I A H S T A N D A R D D E T A I L S 96 10 / 2 0 / 2 0 2 3 NO T FO R BID Page 211 of 457 IMPROVEMENT PLANS FOR : FOR USE IN CONJUNCTION WITH : CITY OF UKIAH MENDOCINO COUNTY, CALIFORNIA LOCATION MAP PROJECT CALTRANS STANDARD SPECIFICATIONS DATED 2018 VICINITY MAP CALTRANS STANDARD PLANS DATED 2018 FOR THE SITE URBAN CORE REHABILITATION AND TRANSPORTATION PROJECT P a c i f i c O c e a n C O U N T Y M E N D O C I N O SPECIFICATION NO. 23-07 COASTLAND | DCCM 1400 Neotomas Avenue Santa Rosa, CA 95405 707.571.8005 | coastlandcivil.com 29-4799 SEPTEMBER 2023 97 143 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T CITY OF UKIAH PROJECT SITE INDEX OF SHEETS NO T FO R BID Page 212 of 457 DETAIL AND SECTION CALLOUTS CONSTRUCTION NOTE DESIGNATIONS CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 14398 AB B R E V I A T I O N S & L E G E N D SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T ABBREVIATIONS NO T FO R BID Page 213 of 457 SURVEY CONTROL DATA MAIN STREET BASE LINE DATA PLAN MAIN STREET CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 14399 BA S E L I N E D A T A SU R V E Y C O N T R O L D A T A & SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T BASIS OF BEARINGS BENCHMARK ” TOPOGRAPHIC MAP MAIN STREET MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E B E L O W MA R S H A L L S T . E G O B B I S T . E M I L L S T . CL E V E L A N D L N . E C L A Y S T . E C L A Y S T . E S T E P H E N S O N S T . E C H U R C H S T . E P E R K I N S S T . E P E R K I N S S T . E S T A N D L E Y S T . E S T A N D L E Y S T . E S M I T H S T . E S M I T H S T . NO R T O N S T . NO T FO R BID Page 214 of 457 PROFILE VIEW MAIN ST BASELINE PROFILE CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143100 ST A . 1 0 + 0 0 T O S T A . 1 4 + 0 0 PL A N & P R O F I L E SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T MA T C H L I N E S T A 1 4 + 0 0 S E E S H E E T 10 1 M A T C H L I N E S T A 1 4 + 0 0 - S E E S H E E T 1 0 1 MAIN STREET EAST GOBBI STREET NO T FO R BID Page 215 of 457 PROFILE VIEW MAIN ST BASELINE PROFILE CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143101 ST A . 1 4 + 0 0 T O S T A . 1 8 + 0 0 PL A N & P R O F I L E SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T M A T C H L I N E S T A 1 8 + 0 0 S E E S H E E T 1 0 2 M A T C H L I N E S T A 1 4 + 0 0 S E E S H E E T 1 0 0 MA T C H L I N E S T A 1 8 + 0 0 S E E S H E E T 10 2 MA T C H L I N E S T A 1 4 + 0 0 S E E S H E E T 10 0 MAIN STREET MARSHALL STREET MAIN CIRCLE NO T FO R BID Page 216 of 457 PROFILE VIEW MAIN ST BASELINE PROFILE CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143102 ST A . 1 8 + 0 0 T O S T A . 2 2 + 0 0 PL A N & P R O F I L E SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T MA T C H L I N E S T A 2 2 + 0 0 S E E S H E E T 10 3 M A T C H L I N E S T A 1 8 + 0 0 S E E S H E E T 1 0 1 MA T C H L I N E S T A 2 2 + 0 0 S E E S H E E T 10 3 MA T C H L I N E S T A 1 8 + 0 0 S E E S H E E T 10 1 MAIN STREET EAST MILL STREET CLEVELAND LANE NO T FO R BID Page 217 of 457 ℄ ℄ PROFILE VIEW MAIN ST BASELINE PROFILE CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143103 ST A . 2 2 + 0 0 T O S T A . 2 6 + 0 0 PL A N & P R O F I L E SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T MA T C H L I N E S T A 2 6 + 0 0 S E E S H E E T 10 4 M A T C H L I N E S T A 2 2 + 0 0 S E E S H E E T 1 0 2 MA T C H L I N E S T A 2 6 + 0 0 S E E S H E E T 10 4 MA T C H L I N E S T A 2 2 + 0 0 S E E S H E E T 10 2 MAIN STREET NO T FO R BID Page 218 of 457 X PROFILE VIEW MAIN ST BASELINE PROFILE CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143104 ST A . 2 6 + 0 0 T O S T A . 3 0 + 3 0 PL A N & P R O F I L E SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T M A T C H L I N E S T A 3 0 + 3 0 S E E S H E E T 10 5 MA T C H L I N E S T A 2 6 + 0 0 S E E S H E E T 10 3 MA T C H L I N E S T A 3 0 + 3 0 S E E S H E E T 10 5 MA T C H L I N E S T A 2 6 + 0 0 S E E S H E E T 10 3 MAIN STREET EAST CLAY STREET EAST STEPHENSON STREET NO T FO R BID Page 219 of 457 X PROFILE VIEW MAIN ST BASELINE PROFILE CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143105 ST A . 3 0 + 3 0 T O S T A . 3 4 + 2 5 PL A N & P R O F I L E SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T MA T C H L I N E S T A 3 4 + 2 5 S E E S H E E T 10 6 MA T C H L I N E S T A 3 0 + 3 0 S E E S H E E T 10 4 MA T C H L I N E S T A 3 4 + 2 5 S E E S H E E T 10 6 MA T C H L I N E S T A 3 0 + 3 0 S E E S H E E T 10 4 MAIN STREET EAST CHURCH STREET NO T FO R BID Page 220 of 457 X PROFILE VIEW MAIN ST BASELINE PROFILE CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143106 ST A . 3 4 + 2 5 T O S T A . 3 8 + 2 5 PL A N & P R O F I L E SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T M A T C H L I N E S T A 3 8 + 2 5 S E E S H E E T 1 0 7 MA T C H L I N E S T A 3 4 + 2 5 S E E S H E E T 10 5 MA T C H L I N E S T A 3 8 + 2 5 S E E S H E E T 10 7 MA T C H L I N E S T A 3 4 + 2 5 S E E S H E E T 10 5 MAIN STREETEAST PERKINS STREET EAST STANDLEY STREET NO T FO R BID Page 221 of 457 XX XX PROFILE VIEW MAIN ST BASELINE PROFILE CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143107 ST A . 3 8 + 2 5 T O S T A . 4 2 + 2 5 PL A N & P R O F I L E SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T MA T C H L I N E S T A 4 2 + 2 5 S E E S H E E T 10 8 MA T C H L I N E S T A 3 8 + 2 5 S E E S H E E T 10 6 MA T C H L I N E S T A 4 2 + 2 5 S E E S H E E T 10 8 MA T C H L I N E S T A 3 8 + 2 5 S E E S H E E T 10 6 MAIN STREETEAST SMITH STREET NO T FO R BID Page 222 of 457 PROFILE VIEW MAIN ST BASELINE PROFILE CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143108 ST A . 4 2 + 2 5 T O S T A . 4 6 + 0 0 PL A N & P R O F I L E SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T MA T C H L I N E S T A 4 6 + 0 0 S E E S H E E T 10 9 M A T C H L I N E S T A 4 2 + 2 5 S E E ` S H E E T 1 0 7 MA T C H L I N E S T A 4 6 + 0 0 S E E S H E E T 10 9 MA T C H L I N E S T A 4 2 + 2 5 S E E S H E E T 10 7 MAIN STREET NO T FO R BID Page 223 of 457 PROFILE VIEW MAIN ST BASELINE PROFILE CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143109 ST A . 4 6 + 0 0 T O S T A . 4 9 + 5 0 PL A N & P R O F I L E SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T MA T C H L I N E S T A 4 6 + 0 0 S E E ` S H E E T 10 8 MA T C H L I N E S T A 4 6 + 0 0 S E E S H E E T 10 8 MAIN STREET NORTON STREET NO T FO R BID Page 224 of 457 PROFILE VIEW MARSHAL WATER CL PROFILE2 101 PROFILE VIEW E MILL WATER CL PROFILE3 102 PROFILE VIEW E CLAY WATER CL PROFILE5 104 PROFILE VIEW CLEVELAND WATER CL PROFILE4 102 PROFILE VIEW E SMITH WATER CL PROFILE8 107 PROFILE VIEW PERKINS WATER CL PROFILE6 106 PROFILE VIEW E STANDLEY WATER CL PROFILE7 106 PROFILE VIEW MAIN AT MARSHAL WATER CL PROFILE1 101 PROFILE VIEW FIRE HYDRANT 23+87.39 PROFILE9 103 CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143110 WA T E R M A I N P R O F I L E S SI D E S T R E E T SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T NO T FO R BID Page 225 of 457 CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143111 MA R S H A L L S T - S I T E P L A N CU R B R A M P D E T A I L S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T SITE PLAN CONSTRUCTION NOTES MA R S H A L L S T R E E T N MAIN STREET NO T FO R BID Page 226 of 457 CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143112 MA R S H A L L S T - G R A D I N G P L A N CU R B R A M P D E T A I L S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T GRADING PLAN MA R S H A L L S T R E E T N MAIN STREET NO T FO R BID Page 227 of 457 CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143113 E M I L L S T - S I T E P L A N CU R B R A M P D E T A I L S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T SITE PLAN EA S T M I L L S T R E E T N MAIN STREET CONSTRUCTION NOTES NO T FO R BID Page 228 of 457 CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143114 E M I L L S T - G R A D I N G P L A N CU R B R A M P D E T A I L S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T GRADING PLAN EA S T M I L L S T R E E T N MAIN STREET NO T FO R BID Page 229 of 457 CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143115 E C L E V E L A N D S T - S I T E & G R A D I N G P L A N CU R B R A M P D E T A I L S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T SITE PLAN GRADING PLAN N MAIN STREET N MAIN STREET EA S T C L E V E L A N D ST R E E T CONSTRUCTION NOTES EA S T C L E V E L A N D ST R E E T NO T FO R BID Page 230 of 457 CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143116 E C L A Y S T - S I T E & G R A D I N G P L A N CU R B R A M P D E T A I L S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T SITE PLAN GRADING PLAN EA S T C L A Y S T R E E T N MAIN STREET N MAIN STREET EA S T C L A Y S T R E E T CONSTRUCTION NOTES NO T FO R BID Page 231 of 457 X CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143117 E S T E P H E N S O N S T - S I T E P L A N CU R B R A M P D E T A I L S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T SITE PLAN EA S T S T E P H E N S O N S T R E E T N MAIN STREET CONSTRUCTION NOTES NO T FO R BID Page 232 of 457 X CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143118 E S T E P H E N S O N S T - G R A D I N G P L A N CU R B R A M P D E T A I L S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T GRADING PLAN N MAIN STREET EAST STEPHENSON STREET NO T FO R BID Page 233 of 457 CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143119 E C H U R C H S T - S I T E & G R A D I N G P L A N CU R B R A M P D E T A I L S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T SITE PLAN GRADING PLAN EA S T C H U R C H S T R E E T N MAIN STREET EA S T C H U R C H S T R E E T N MAIN STREET CONSTRUCTION NOTES: NO T FO R BID Page 234 of 457 CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143120 E P E R K I N S S T - ( E ) S I T E & G R A D I N G P L A N CU R B R A M P D E T A I L S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T SITE PLAN GRADING PLAN EA S T P E R K I N S S T R E E T N MAIN STREET EA S T P E R K I N S S T R E E T N MAIN STREET CONSTRUCTION NOTES: NO T FO R BID Page 235 of 457 X X CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143121 SI T E & G R A D I N G P L A N LI B R A R Y C U R B R A M P D E T A I L S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T SITE PLAN GRADING PLAN N MAIN STREET N MAIN STREET CONSTRUCTION NOTES: NO T FO R BID Page 236 of 457 CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143122 E S T A N D L E Y S T - ( E ) S I T E & G R A D I N G P L A N CU R B R A M P D E T A I L S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T SITE PLAN GRADING PLAN EA S T S T A N D L E Y S T R E E T N MAIN STREET EA S T S T A N D L E Y S T R E E T N MAIN STREET CONSTRUCTION NOTES: NO T FO R BID Page 237 of 457 XX XX CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143123 E S M I T H S T - ( W ) S I T E & G R A D I N G P L A N CU R B R A M P D E T A I L S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T SITE PLAN GRADING PLAN EA S T S M I T H S T R E E T EA S T S M I T H S T R E E T N MAIN STREET CONSTRUCTION NOTES: N MAIN STREET NO T FO R BID Page 238 of 457 CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143124 E S M I T H S T - ( E ) S I T E & G R A D I N G P L A N CU R B R A M P D E T A I L S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T SITE PLAN GRADING PLAN EA S T S M I T H S T R E E T N MAIN STREET EA S T S M I T H S T R E E T N MAIN STREET CONSTRUCTION NOTES: NO T FO R BID Page 239 of 457 CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143125 NO R T O N S T - S I T E & G R A D I N G P L A N CU R B R A M P D E T A I L S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T SITE PLAN GRADING PLAN N MAIN STREET NO R T O N S T R E E T NO R T O N S T R E E T N MAIN STREET CONSTRUCTION NOTES: NO T FO R BID Page 240 of 457 10+35 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12+75 13+00 CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143126 ST A 1 0 + 3 5 T O S T A 1 3 + 0 0 MA I I N S T E E T C R O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T CROSS SECTION SCALES NO T FO R BID Page 241 of 457 13+25 13+50 13+75 14+00 14+25 14+50 14+75 15+00 15+25 15+50 15+75 16+00 CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m DECEMBER 2022 143127 ST A 1 3 + 2 5 T O S T A 1 6 + 0 0 MA I N S T E E T C R O S S S E C T I O N S ST A 1 3 + 2 5 T O S T A 1 6 + 0 0 MA I N S T R E E T U T I L I T Y I M P R O V E M E N T P R O J E C T 29-4799 MA I N S T R E E T U T I L I T Y I M P R O V E M E N T P R O J E C T CROSS SECTION SCALES NO T FO R BID Page 242 of 457 16+25 16+50 16+75 17+00 17+25 17+50 17+75 18+00 18+25 18+50 18+75 19+00 CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143128 ST A 1 6 + 2 5 T O S T A 1 9 + 0 0 MA I N S T E E T C R O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T CROSS SECTION SCALES NO T FO R BID Page 243 of 457 19+25 19+75 20+00 20+25 20+50 20+75 21+00 21+25 21+50 21+75 22+00 19+50 CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143129 ST A 1 9 + 2 5 T O S T A 2 2 + 0 0 MA I N S T E E T C R O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T CROSS SECTION SCALES NO T FO R BID Page 244 of 457 22+25 22+50 22+75 23+00 23+25 23+50 23+75 24+00 24+25 24+50 24+75 25+00 CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143130 ST A 2 2 + 2 5 T O S T A 2 5 + 0 0 MA I N S T E E T C R O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T CROSS SECTION SCALES NO T FO R BID Page 245 of 457 28+0027+00 25+25 25+50 25+75 26+00 26+25 26+50 26+75 27+25 27+50 27+75 CROSS SECTION SCALES CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143131 ST A 2 5 + 2 5 T O S T A 2 8 + 0 0 MA I N S T E E T C R O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T NO T FO R BID Page 246 of 457 28+25 28+50 28+75 29+00 29+25 29+50 29+75 30+00 30+25 30+50 30+75 31+00 CROSS SECTION SCALES CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143132 ST A 2 8 + 2 5 T O S T A 3 1 + 0 0 MA I N S T E E T C R O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T NO T FO R BID Page 247 of 457 31+25 31+50 31+75 32+00 32+25 32+50 32+75 33+00 33+25 33+50 33+75 34+00 CROSS SECTION SCALES CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143133 ST A 3 1 + 2 5 T O S T A 3 4 + 0 0 MA I N S T E E T C R O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T NO T FO R BID Page 248 of 457 34+25 34+50 34+75 35+00 35+25 35+50 35+75 36+00 36+25 36+50 36+75 37+00 CROSS SECTION SCALES CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143134 ST A 3 4 + 2 5 T O S T A 3 7 + 0 0 MA I N S T E E T C R O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T NO T FO R BID Page 249 of 457 37+25 37+50 37+75 38+00 38+25 38+50 38+75 39+00 39+25 39+50 39+75 40+00 CROSS SECTION SCALES CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143135 ST A 3 7 + 2 5 T O S T A 4 0 + 0 0 MA I N S T E E T C R O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T NO T FO R BID Page 250 of 457 40+25 40+50 40+75 41+00 41+25 41+50 41+75 42+00 42+25 42+50 42+75 43+00 CROSS SECTION SCALES CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143136 ST A 4 0 + 2 5 T O S T A 4 3 + 0 0 MA I N S T E E T C R O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T NO T FO R BID Page 251 of 457 43+25 43+50 43+75 44+00 44+25 44+50 44+75 45+00 45+25 45+50 45+75 46+00 CROSS SECTION SCALES CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143137 ST A 4 3 + 2 5 T O S T A 4 6 + 0 0 MA I N S T E E T C R O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T NO T FO R BID Page 252 of 457 49+00 46+25 46+50 46+75 47+00 47+25 47+50 47+75 48+00 48+25 48+50 48+75 CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143138 ST A 4 6 + 2 5 T O S T A 4 9 + 0 0 MA I N S T E E T C R O S S S E C T I O N S SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T CROSS SECTION SCALES NO T FO R BID Page 253 of 457 CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143139 ST A 1 0 + 0 0 T O S T A 2 9 + 5 0 ST R I P I N G & S I G N I N G P L A N SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 M A T C H L I N E S T A 1 6 + 5 0 S E E B E L O W L E F T M A T C H L I N E S T A 1 6 + 5 0 S E E A B O V E R I G H T MA T C H L I N E S T A 2 3 + 0 0 S E E B E L O W L E F T MA T C H L I N E S T A 2 9 + 5 0 S E E S H E E T 4 4 MA T C H L I N E S T A 2 3 + 0 0 S E E A B O V E R I G H T MAIN STREET MAIN STREET MAIN STREET MARSHALL STREETEAST GOBBI STREET EAST MILL STREET CLEVELAND LANE EAST CLAY STREET CONSTRUCTION NOTES: NO T FO R BID Page 254 of 457 XX X X X CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143140 ST A 2 9 + 5 0 T O S T A 4 9 + 5 0 ST R I P I N G & S I G N I N G P L A N SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 M A T C H L I N E S T A 3 6 + 0 0 S E E B E L O W L E F T MA T C H L I N E S T A 2 9 + 5 0 S E E S H E E T N O . 4 3 MA T C H L I N E S T A 4 2 + 5 0 S E E B E L O W L E F T MA T C H L I N E S T A 3 6 + 0 0 S E E A B O V E R I G H T M A T C H L I N E S T A 4 2 + 5 0 S E E A B O V E R I G H T MAIN STREET MAIN STREET MAIN STREET EAST CHURCH STREET EAST STEPHENSON STREET EAST PERKINS STREET EAST STANDLEY STREET EAST SMITH STREET NORTON STREET CONSTRUCTION NOTES: NO T FO R BID Page 255 of 457 MANHOLE VALVE BOX & COVER ADJUST TO GRADE EXISTING STREET APPURTENANCES SEWER CLEANOUT 3 - COBBLE NON-WALKABLE SURFACE DETAIL 1 - VERTICAL CURB AT SIDEWALK DETAIL 2 - 4 - DIRT STOP AND WATER MAIN ENCASEMENT NOTES: STORM DRAIN MANHOLE 5- 6- CONCRETE COLLAR DETAIL PARALLEL PARKING STRIPING DETAIL 8 - INTERMEDIATE PARKING DETAIL END PARKING DETAIL DASHED GREEN BIKE LANE 9 - ELEVATION PLAN NOTES: 7 - TEMPORARY BLOWOFF CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143141 DE T A I L S - 1 SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T NO T FO R BID Page 256 of 457 WATER MAIN LOWERING DETAIL - 1 WATER MAIN ROPING DETAIL - 2 PLAN VIEW SECTION "A-A" A A 4" MULTI-SERVICE MANIFOLD DETAIL 3 - CONNECT TO EXISTING MANHOLE DETAIL - 4 1.5" DUAL WATER SERVICE DETAIL 8 - 5 - MAIN STREET TYPICAL SECTIONS TYPICAL SECTION 2 TYPICAL SECTION 1 6SIDEWALK WARP DETAIL - CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143142 DE T A I L S - 2 SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T "" " " AA BB SIDEWALK, CURB & GUTTER DOWEL DETAIL 7 - NO T FO R BID Page 257 of 457 18" TRENCH DRAIN DETAIL -1 - 2SIDEWALK TYPICAL SECTION NOTES: DOUBLE CHECK BACKFLOW PREVENTER - 3 NOTES: REDUCED PRESSURE BACKFLOW PREVENTER - 4 BOLLARD - 5 BOLLARD BOLLARD SPACING 1 BOLLARD SPACING 2 NOTES: CO A S T L A N D | D C C M 14 0 0 N e o t o m a s A v e n u e Sa n t a R o s a , C A 9 5 4 0 5 70 7 . 5 7 1 . 8 0 0 5 | c o a s t l a n d c i v i l . c o m SEPTEMBER 2023 143143 DE T A I L S - 3 SP E C I F I C A T I O N N O . 2 3 - 0 7 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T 29-4799 UR B A N C O R E R E H A B I L I T A T I O N A N D T R A N S P O R T A T I O N P R O J E C T NO T FO R BID Page 258 of 457 CITY OF UKIAH MENDOCINO COUNTY, CALIFORNIA SPECIAL PROVISIONS FOR URBAN CORE REHABILITATION PAVEMENT REHABILITATION AND ROADWAY IMPROVEMENTS PERKINS STREET, MAIN STREET, AND GOBBI STREET SPECIFICATION NO. 23-07 CITY OF UKIAH DEPARTMENT OF PUBLIC WORKS 300 Seminary Avenue Ukiah, California 95482-5400 MANDATORY PRE-BID MEETING: TIME, DAY, DATE Ukiah Civic Center, Conference Room #3, 300 Seminary Avenue, Ukiah CA 95482 Bids Open: DAY, DATE TIME Office of City Clerk Page 259 of 457 CITY OF UKIAH MENDOCINO COUNTY, CALIFORNIA CITY COUNCIL: MARI RODIN – MAYOR JOSEFINA DUEÑAS – VICE-MAYOR DOUGLAS CRANE – COUNCIL MEMBER SUSAN SHER – COUNCIL MEMBER JUAN OROZCO – COUNCIL MEMBER SAGE SANGIACOMO – CITY MANAGER TIM ERIKSEN – DIRECTOR OF PUBLIC WORKS / CITY ENGINEER MARY HORGER – FINANCIAL SERVICES MANAGER KRISTINE LAWLER – CITY CLERK R. ALLEN CARTER – CITY TREASURER CITY OF UKIAH DEPARTMENT OF PUBLIC WORKS NOVEMBER 2023 Page 260 of 457 URBAN CORE REHABILITATION iii Spec No.23-07 TABLE OF CONTENTS PAGE NOTICE TO BIDDERS INSTRUCTIONS TO BIDDERS ...................................................................................................................... 1 GENERAL CONDITIONS SECTION 1. PROPOSAL REQUIREMENTS AND GENERAL CONDITIONS .............................................. 3 1-01. Definitions 1-02. Examinations of Plans, Special Provisions and Site of Work 1-03. Proposal 1-04. Withdrawal of Bids 1-05. Public Opening of Bids 1-06. Bid Guaranty 1-07. Qualification of Bidders 1-08. Disqualification of Bidders 1-09. Identification of Subcontractors 1-10. General Provisions of the Standard Specifications 1-11. Addenda SECTION 2. AWARD AND EXECUTION OF CONTRACT .......................................................................... 5 2-01. Award of Contract 2-02. Return of Proposal Guaranties 2-03. Execution of Contract SECTION 3. SCOPE AND INTENT OF CONTRACT ................................................................................... 5 3-01. Effect of Inspection and Payments 3-02. Effect of Extension of Time 3-03. Extra Work 3-04. Assignment of Contract 3-05. Subcontractors 3-06. Interpretation of Special Provisions and Drawings 3-07. Addenda 3-08. Liability of City Officials 3-09. Dispute Resolution SECTION 4. BONDS ..................................................................................................................................... 6 4-01. Faithful Performance Bond 4-02. Material and Labor Bond 4-03. Defective Material and Workmanship Bond 4-04. Notification of Surety Companies SECTION 5. INSURANCE REQUIREMENTS FOR CONTRACTORS ......................................................... 7 5-01. Minimum Scope of Insurance 5-02. Minimum Limits of Insurance 5-03. Deductibles and Self-Insured Retentions 5-04. Other Insurance Provisions 5-05. Acceptability of Insurers Page 261 of 457 URBAN CORE REHABILITATION iv Spec No.23-07 5-06. Verification of Coverage 5-07. Subcontractors SECTION 6. RESPONSIBILITIES AND RIGHTS OF CONTRACTOR......................................................... 8 6-01. Legal Address of Contractor 6-02. Office of Contractor at Site 6-03. Attention to Work 6-04. Liability of Contractor 6-05. Protection of Persons and Property 6-06. Protection of City Against Patent Claims 6-07. Protection of Contractor's Work Property 6-08. Regulations and Permits 6-09. Construction Utilities 6-10. Approval of Contractor's Plans 6-11. Suggestions to the Contractor 6-12. Termination of Unsatisfactory Subcontracts 6-13. Preservation of Stakes and Marks 6-14. Assistance to Engineer 6-15. Removal of Condemned Materials and Structures 6-16. Proof of Compliance with Contract 6-17. Errors and Omissions 6-18. Cooperation 6-19. Right of Contractor to Stop Work 6-20. Hiring and Dismissal of Employees 6-21. Wage Rates 6-22. Cleaning Up 6-23. Guaranty SECTION 7. RESPONSIBILITIES AND RIGHTS OF CITY ........................................................................ 13 7-01. Authority of the Engineer 7-02. Inspection 7-03. Surveys 7-04. Rights-of-Way 7-05. Retention of Imperfect Work 7-06. Changes in the Work 7-07. Additional Drawings by City 7-08. Additional and Emergency Protection 7-09. Suspension of Work 7-10. Right of City to Terminate Contract 7-11. Use of Completed Portions SECTION 8. WORKMANSHIP, MATERIALS AND EQUIPMENT .............................................................. 15 8-01. General Quality 8-02. Quality in Absence of Detailed Specifications 8-03. Materials and Equipment Specified by Name 8-04. Source of Materials 8-05. Storage of Materials 8-06. Drawings, Samples and Tests SECTION 9. PROSECUTION OF WORK ................................................................................................... 16 9-01. Equipment and Methods 9-02. Time of Completion Page 262 of 457 URBAN CORE REHABILITATION v Spec No.23-07 9-03. Avoidable Delays 9-04. Unavoidable Delays 9-05. Notice of Delays 9-06. Extension of Time 9-07. Unfavorable Weather and Other Conditions 9-08. Saturday, Sunday, Holiday and Night Work 9-09. Hours of Labor SECTION 10. PAYMENT ............................................................................................................................. 17 10-01. Certification by Engineer 10-02. Progress Estimates and Payment 10-03. Substitution of Securities 10-04. Acceptance 10-05. Final Estimate and Payment 10-06. Delay Payments 10-07. Extra Work and Work Omitted 10-08. Compensation for Extra Work or Work Omitted 10-09. Compensation to the City for Extension of Time 10-10. Liquidated Damages for Delay SECTION 11. MISCELLANEOUS ............................................................................................................... 20 11-01. Notice 11-02. Computation of Time 11-03 Claims Procedure Required by Public Contract Code Section 9204 11-04. Litigation and Forum Selection 11-05. Waiver TECHNICAL SPECIFICATIONS SECTION 12. GENERAL INFORMATION .................................................................................................. 23 12-01. Location and Scope of Work 12-02. Arrangement of Technical Specifications 12-03. Arrangement of Plans 12-04. Business Licenses 12-05. Permits 12-06. Standard Specifications and Standard Plans 12-07. Temporary Facilities 12-08. Public Convenience and Safety 12-09. Maintaining Traffic 12-10. Stream Pollution 12-11. Warranties 12-12. Utilities 12-13. Dust Control 12-14. Noise Control 12-15. Watering 12-16. Preconstruction Conference 12-17. Progress Schedule 12-18. Progress Meetings 12-19. Safety Requirements 12-20. Public Notification SECTION 13. CONSTRUCTION DETAILS ................................................................................................. 27 Page 263 of 457 URBAN CORE REHABILITATION vi Spec No.23-07 Standard Plan List Organization DIVISION I GENERAL PROVISIONS 1 General 2 Bidding 3 Contract Award and Execution 4 Scope of Work 5 Control of Work 6 Control of Materials 7 Legal Relations and Responsibility to the Public 8 Prosecution and Progress 9 Payment DIVISION II GENERAL CONSTRUCTION 10 General 11 Welding 12 Temporary Traffic Control 13 Water Pollution Control 14 Environmental Stewardship 15 Existing Facilities 16 Temporary Facilities DIVISION III EARTHWORK AND LANDSCAPE 17 General 18 Dust Palliative 19 Earthwork 20 Landscape 21 Erosion Control 22 Finishing Roadway DIVISION IV SUBBASES AND BASES 23 General 24 Stabilized Soils 25 Aggregate Subbases 26 Aggregate Bases 27 Cement Treated Bases 28 Concrete Bases 29 Treated Permeable Bases 30 Reclaimed Pavement 31 Reserved 32 Reserved 33 Reserved 34 Reserved 35 Reserved DIVISION V SURFACINGS AND PAVEMENTS 36 General 37 Bituminous Seals 38 Reserved Page 264 of 457 URBAN CORE REHABILITATION vii Spec No.23-07 39 Asphalt Concrete 40 Concrete Pavement 41 Existing Concrete Pavement 42 Groove and Grind Concrete 43 Reserved 44 Reserved DIVISION VI STRUCTURES 45 General 46 Ground Anchors and Soil Nails 47 Earth Retaining Systems 48 Temporary Structures 49 Piling 50 Prestressing Concrete 51 Concrete Structures 52 Reinforcement 53 Shotcrete 54 Waterproofing 55 Steel Structures 56 Overhead Sign Structures, Standards, and Poles 57 Wood and Plastic Lumber Structures 58 Sound Walls 59 Structural Steel Coatings 60 Existing Structures DIVISION VII DRAINAGE 61 General 62 Reserved 63 Reserved 64 Plastic Pipe 65 Concrete Pipe 66 Corrugated Metal Pipe 67 Structural Plate Culverts 68 Subsurface Drains 69 Overside Drains 70 Miscellaneous Drainage Facilities 71 Existing Drainage Facilities DIVISION VIII MISCELLANEOUS CONSTRUCTION 72 Slope Protection 73 Concrete Curbs and Sidewalks 74 Pumping Equipment and Controls 75 Miscellaneous Metals 76 Wells 77 Local Infrastructure 78 Incidental Construction 79 Reserved 80 Fences DIVISION IX TRAFFIC CONTROL FACILITIES 81 Miscellaneous Traffic Control Devices Page 265 of 457 URBAN CORE REHABILITATION viii Spec No.23-07 82 Signs and Markers 83 Railings and Barriers 84 Markings 85 Reserved DIVISION X ELECTRICAL WORK 86 General 87 Electrical Systems 88 Reserved DIVISION XI MATERIALS 89 Aggregate 90 Concrete 91 Paint 92 Asphalt Binders 93 Reserved 94 Asphaltic Emulsions 95 Epoxy 96 Geosynthetics 97 Reserved 98 Reserved DIVISION XII BUILDING CONSTRUCTION 99 Building Construction SECTION 14. EXCLUSIONS FROM GENERAL CONDITIONS ................................................................. 79 14-01. Provisions to be Excluded from General Conditions SECTION 15. AMENDMENTS TO GENERAL CONDITIONS .................................................................... 79 15-01. Provisions of General Conditions to be Amended BID SUBMITTAL CHECKLIST ...................................................................................................................... 80 PROPOSAL ............................................................................................................................................. 81 BIDDING SCHEDULE ................................................................................................................................... 82 FAIR EMPLOYMENT PRACTICES CERTIFICATION ................................................................................. 88 WORKER'S COMPENSATION CERTIFICATE ............................................................................................ 89 CERTIFICATE OF NONDISCRIMINATION IN EMPLOYMENT ................................................................... 90 LIST OF PROPOSED SUBCONTRACTORS ............................................................................................... 91 STATEMENT OF EXPERIENCE OF BIDDER .............................................................................................. 92 SIGNATURE OF BIDDER ............................................................................................................................. 93 Page 266 of 457 URBAN CORE REHABILITATION ix Spec No.23-07 BIDDER'S BOND .......................................................................................................................................... 94 NON-COLLUSION AFFIDAVIT……………………………………………………………………….……………..95 EEO CERTIFICATION...……………………………………………………………………………….……..……...96 DEBARMENT AND SUSPENSION CERTIFICATION ……………………………………………….………97 PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT…………………………………..……..……98 PUBLIC CONTRACT CODE SECTION 10162 STATEMENT…………………………………….……….…99 PUBLIC CONTRACT CODE SECTION 10232 STATEMENT…………………………………………..……100 AGREEMENT .............. ……………………………………………………………………………………………………...101 INDEMNIFICATION AGREEMENT…………………………………………………………………….………..105 EXAMPLE BOND FORMS……………………………………………………………………………………….106 DIRECTIONS FOR PREPARATION OF PERFORMANCE AND MATERIAL AND LABOR BOND ….….110 DEFECTIVE MATERIAL AND WORKMANSHIP (MAINTENANCE) BOND………………………….…….111 INSURANCE CERTIFICATES AND ENDORSEMENT FORMS APPENDICES: DAVIS BACON FEDERAL WAGE RATES Page 267 of 457 URBAN CORE REHABILITATION x Spec No.23-07 CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA NOTICE TO BIDDERS FOR URBAN CORE REHABILITATION SPECIFICATION NO. 23-07 NOTICE IS HEREBY GIVEN that sealed standard proposals for URBAN CORE REHABILITATION PROJECT will be received at the Office of the City Clerk, Ukiah Civic Center, 300 Seminary Avenue, Ukiah California until TIME, DAY, DATE, at which time, or as soon thereafter as possible, they will be publicly opened and read. Bids shall be addressed to the City Clerk and shall be endorsed “URBAN CORE REHABILITATION PROJECT.” Bids are required for the entire work described herein. No fax bids will be accepted. ENGINEER'S ESTIMATE OF QUANTITIES Item No. Description Quantity Unit of Measure 1 Mobilization, Demobilization, and Final Cleanup 1 LS 2 Traffic Control System 1 LS 3 Storm Water Pollution Prevention Plan (SWPPP) 1 LS 4 Remove Thermoplastic Traffic Marking 115 SF 5 Roadway Excavation 17,135 SF 6 Remove Concrete (Curb) 414 LF 7 Remove Concrete (Curb and Gutter) 1,848 LF 8 Remove Concrete (Median Curb) 81 LF 9 Remove Concrete (Sidewalk) 10,537 SF 10 Remove Concrete (Valley Gutter) 331 LF 11 Remove Roadside Sign 27 EA 12 Relocate Roadside Sign 24 EA 13 Remove Railroad Crossing 2 LS 14 Remove Water Main 1,572 LF 15 Remove Water Service 18 EA 16 Remove Hydrant and Lateral Assembly 2 EA 17 Remove Sanitary Sewer Main 4,361 LF 18 Remove Sanitary Sewer Service 26 EA 19 Remove Sanitary Sewer Manhole 22 EA 20 Remove Storm Drain Pipe 112 LF 21 Remove Storm Drain Inlet 6 EA 22 Remove Tree 6 EA 23 Adjust Existing Manhole Cover to Grade(Roadway) 40 EA 24 Adjust Existing Valve/Cleanout/Detector Cover to Grade(Roadway) 68 EA 25 Adjust Existing Monument Well to Grade(Roadway) 11 EA 26 Adjust Existing Valve/Cleanout Cover to Grade(Sidewalk) 3 EA 27 Adjust Existing Utility Box to Grade (Sidewalk) 22 EA 28 Adjust Existing Utility Vault to Grade (Sidewalk) 13 EA 29 Class II Aggregate Base 17,816 TON 30 Minor Concrete (Curb) 370 LF 31 Minor Concrete (Curb and 18” Gutter) 2,017 LF 32 Minor Concrete (Curb and 18” Gutter) – Main Street 430 LF 33 Minor Concrete (Curb and 24” Gutter) 937 LF 34 Minor Concrete (Curb and 24” Gutter) – Main Street 1,047 LF 35 Minor Concrete (Median Curb) 89 LF 36 Minor Concrete (Sidewalk) 9,294 SF Page 268 of 457 URBAN CORE REHABILITATION xi Spec No.23-07 37 Minor Concrete (Sidewalk) – Main Street 8,762 SF 38 Minor Concrete (Curb Ramp) 29 EA 39 Minor Concrete (Cobble Non-Walkable Surface) – Main Street 949 SF 40 Minor Concrete (Valley Gutter) 132 SF 41 Minor Concrete (Valley Gutter) – Main Street 1,427 SF 42 Vehicular Concrete 3,867 SF 43 Fiber Reinforced Asphalt Concrete 4,474 TON 44 Asphalt Concrete End of Pavement Conform 2,120 SY 45 Asphalt Concrete 2-Inch Cold Planing/Grinding 22,836 SY 46 Asphalt Concrete 3-Inch Cold Planing/Grinding 1,285 SY 47 Asphalt Concrete 2-Inch Overlay 2,808 TON 48 Asphalt Concrete 3-Inch Overlay 210 TON 49 Asphalt Concrete 12-Inch Digout 257 TON 50 Asphalt Concrete 12-Inch Full Depth Conform 747 TON 51 Asphalt Concrete Roadway 173 TON 52 Structural Paving Grid 1,285 SY 53 Domestic Water Main (6-Inch, PC235) 2,776 LF 54 Domestic Water Main (8-Inch, PC235) 86 LF 55 Domestic Water Main (10-Inch, PC235) 1,154 LF 56 Domestic Water Main (12-Inch, PC235) 374 LF 57 Domestic Water Main (6-Inch, PC305) 1,537 LF 58 Domestic Water Main (8-Inch, PC305) 24 LF 59 Domestic Water Service (1-inch) Meter (3/4-inch) 62 EA 60 Domestic Water Service (1.5-inch) 2 EA 61 Domestic Water Service (2-inch) 4 EA 62 Domestic Water Service (4-inch) 4 EA 63 Domestic Water Combination Service (6-Inch) 1 EA 64 Domestic Water Dual Water Service (1.5-Inch) 2 EA 65 Domestic Water Multi-Service Manifold (4-Inch) 1 EA 66 Domestic Water Reduced Pressure Backflow Device (1.5-Inch) 1 EA 67 Double Check Detector Backflow Assembly (4-Inch) 3 EA 68 Backflow Device Re-Certification 3 EA 69 Abandonment of Existing Water Main 1 LS 70 Fire Hydrant and Lateral Assembly 10 EA 71 Abandon Existing Fire Hydrant 8 EA 72 Sanitary Sewer Main (6-Inch) 266 LF 73 Sanitary Sewer Main (8-Inch) 3,407 LF 74 Sanitary Sewer Main (10-Inch) 1,351 LF 75 Sanitary Sewer Main (18-Inch) 1,039 LF 76 Sanitary Sewer Main (21-Inch) 1,260 LF 77 Sanitary Sewer Mainline Cleanout 4 EA 78 Sanitary Sewer Manhole (48-Inch) 26 EA 79 Sanitary Sewer Manhole (60-Inch) 7 EA 80 Sanitary Sewer Service Cleanout 17 EA 81 Sanitary Sewer Service Lateral 2,072 LF 82 Trench Drain 90 LF 83 Under Sidewalk Drain 1 EA 84 Storm Drain Pipe (12-Inch RCP, Class IV) 942 LF Page 269 of 457 URBAN CORE REHABILITATION xii Spec No.23-07 85 Storm Drain Pipe (15-Inch RCP, Class IV) 45 LF 86 Storm Drain Pipe (18-Inch RCP, Class IV) 102 LF 87 Storm Drain Pipe (24-Inch RCP, Class IV) 10 LF 88 Storm Drain Manhole (48-inch) 9 EA 89 Storm Drain Catch Basin 8 EA 90 Storm Drain Grate Inlet 7 EA 91 Bioretention Area (with Planter Rail) 598 SF 92 Thermoplastic Pavement Marking 2,414 SF 93 Thermoplastic Crosswalk Striping 5,914 SF 94 Traffic Stripe (Detail 8) 4,109 LF 95 Traffic Stripe (Detail 22) 7,127 LF 96 Traffic Stripe (Detail 27B) 5,235 LF 97 Traffic Stripe (Detail 32) 2,133 LF 98 Traffic Stripe (Detail 38) 1,634 LF 99 Traffic Stripe (Detail 39) 6,544 LF 100 Traffic Stripe (Detail 39A) 1,667 LF 101 Traffic Stripe (Detail 41) 49 LF 102 Thermoplastic Traffic Stripe, 4-Inch White 5,966 LF 103 Painted Parking Stripe, 4-Inch White 123 LF 104 Accessible Parking Stall Striping 1 EA 105 Green Bike Lane Marking 2,125 SF 106 Traffic Paint (Blue Curb) 35 EA 107 Fire Hydrant Retroreflective Marker 22 EA 108 Roadside Sign 21 EA 109 Wireless Signal Interconnect Installation – E Gobbi St/S State St 1 LS 110 Traffic Signal Installation – E Gobbi St/S Main St 1 LS 111 Wireless Signal Interconnect Installation – E Gobbi St/Waugh Ln 1 LS 112 Rectangular Rapid Flashing Beacon (RRFB) - Leslie Street 1 LS 113 Traffic Signal Modifications – Perkins St/Orchard St 1 LS 114 Street Light Relocations – Perkins St 1 LS 115 Clearing and Grubbing 400 SY 116 Fine Grading & Soil Preparation 2,750 SF 117 Irrigation System 1 LS 118 Irrigation 120V Electrical Meter 1 EA 119 Trees (15 Gallon) 3 EA 120 Shrubs and Ground Cover 2,750 SF 121 Mulch (3-Inch) 25 CY Plans and Special Provisions may be inspected and/or copies obtained from the City’s website at www.cityofukiah.com/purchasing. No bid will be considered unless it is made on the forms furnished by the City and is made in accordance with the details of the Special Provisions. Each bidder must be licensed as required by law. Further information regarding the work or these specifications can be obtained by calling Seth Strader, Purchasing Assistant/ Public Works Analyst at (707) 467-5719 or by email at sstrader@cityofukiah.com. A mandatory pre-bid conference will be held at TIME, DAY, DATE starting at the Ukiah Civic Center, Conference Room #3, 300 Seminary Avenue, Ukiah, to fully acquaint interested Contractors with local conditions, construction and labor required so that he or she may fully understand the facilities, difficulties and restrictions attending the Page 270 of 457 URBAN CORE REHABILITATION xiii Spec No.23-07 execution of the work under the Contract. Failure to attend the mandatory bid conference will be just cause for the bid to be rejected as non-responsive. The City Council reserves the right to reject any or all bids and to determine which proposal is, in its opinion, the lowest responsive bid by a responsible bidder and which it deems in the best interest of the City to accept. The City Council also reserves the right, but not the obligation, to waive any irregularity or failure to strictly comply with the bidding requirements, that the City determines in the reasonable exercise of its discretion does not provide the bidder with a competitive advantage over other bidders. The City of Ukiah affirms that in any contract entered into pursuant to this advertisement, Disadvantaged Business Enterprises (DBE) will be afforded full opportunity to submit bids in response to this invitation. Bidders are advised that the City of Ukiah is implementing DBE goals for this Project. The DBE Contract goal is 8%. No contractor or subcontractor may be listed on a bid proposal for a public works unless registered with the Department of Industrial Relations (“DIR”) pursuant to Labor Code section 1725.5 except as allowed. under Labor Code section 1771.1. The prime contractor shall be responsible for posting job site notices as prescribed by regulation. This project is subject to compliance monitoring and enforcement by the DIR. Pursuant to provisions of Section 1770, including amendments thereof, of the Labor Code of the State of California, the DIR Director has ascertained the general prevailing rate of wages for straight time, overtime , Saturdays, Sundays and Holidays including employer payment for health and welfare, vacation, pension and similar purposes for the City of Ukiah. Copies of his General Prevailing Wage Determination are available on the Internet at web address: http://www.dir.ca.gov/DLSR/PWD/. The Federal minimum wage rates for this project as predetermined by the United States Secretary of Labor are set forth in the Bid Book and in copies of this book that may be examined at the offices described above where project plans, special provisions, and bid forms may be seen. Addenda to modify the Federal minimum wage rates, if necessary, will be issued to holders of Bid book. Future effective general prevailing wage rates, which have been predetermined and are on file with the California Department of Industrial Relations are referenced but not printed in the general prevailing wage rates. Attention is directed to the Federal minimum wage rate requirements in the Bid book. If there is a difference between the minimum wage rates predetermined by the Secretary of Labor and the general prevailing wage rates determined by the Director of the California Department of Industrial Relations for similar classifications of labor, the Contractor and subcontractors shall pay not less than the higher wage rate. The Department will not accept lower State wage rates not specifically included in the Federal minimum wage determinations. This includes "helper" (or other classifications based on hours of experience) or any other classification not appearing in the Federal wage determinations. Where Federal wage determinations do not contain the State wage rate determination otherwise available for use by the Contractor and subcontractors, the Contractor and subcontractors shall pay not less than the Federal minimum wage rate, which most closely approximates the duties of the employees in question. The prime contractor for the work herein shall possess a current, valid State of California, Class A (General Engineering) Contractor's License. Pursuant to California Public Contract Code §22300, this contract includes provisions that allow substitutions of certain types of securities in lieu of the City withholding a portion of the partial payments due the Contractor to insure performance under this contract. Page 271 of 457 URBAN CORE REHABILITATION xiv Spec No.23-07 By order of the City Council, City of Ukiah, County of Mendocino, State of California. Dated:________________________ ________________________________________ Kristine Lawler, City Clerk, City of Ukiah, California PUBLISH TWO TIMES: DATE and DATE Page 272 of 457 URBAN CORE REHABILITATION 1 Spec No.23-07 INSTRUCTIONS TO BIDDERS URBAN CORE REHABILITATION shall be performed in accordance with the Plans and Special Provisions therefor adopted, to which special reference is hereby made. Each bidder must supply all the information required by the bid documents and Special Provisions. Minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color or national origin in consideration for an award of any contract entered into pursuant to this advertisement. Women will be afforded equal opportunity in all areas of employment. However, the employment of women shall not diminish the standards o r requirements for the employment of minorities. All proposals or bids shall be accompanied by a cashier's check or certified check payable to the order of the City of Ukiah amounting to 10 percent of the bid, or by a bond in said amount and signed by the bidder and a corporate surety, payable to said City. Said check shall be forfeited, or said bond shall become payable to said City in case the bidder depositing the same does not, within fifteen (15) days after written notice that the contract has been awarded to him: (a) enter into a contract with the City and (b) furnish certificates of insurance and endorsements, a bond of faithful performance and a payment bond as described in the Special Provisions. No bidder shall withdraw his or her bid for a period of thirty (30) calendar days after the date set by the City for the opening thereof. The Contractor and any subcontractors shall each possess a valid City of Ukiah Business License prior to the start of any work. The Contractor shall furnish a project schedule to the Engineer prior to the start of any work and start work as scheduled. The work is to be completed within 120 working days. The Contractor will pay to the City the sum of five hundred ($500.00) dollars per day for each and every calendar day delay beyond the time prescribed. The staff shall notify a bidder by telephone, email or fax, if it intends to recommend the rejection of the bidder’s bid. Any bid protest must be filed with the City Clerk not more than five calendar days following the bid opening, or 2 calendar days following notice that staff is recommending the rejection of a bid. If any such timely written protest is filed, all bidders shall be provided a copy of the protest within 2 calendar days of its receipt, which may be delivered to the bidders as an email attachment or by fax. All such bidders may file with the City Manager a written objection or other response to the protest. All objections or responses filed not more than 5 days after receipt of the written protest will be presented to the City Council at its next regular meeting occurring not less than 12 calendar days following the bid opening. The City Council will resolve the bid protest at that meeting based on the written protest, any staff recommendation and all timely written objections and responses. In accordance with the Brown Act, any person may address the City Council on this item during the meeting. The City Council action on the protest shall represent a final decision by the City on the protest. Page 273 of 457 URBAN CORE REHABILITATION 2 Spec No.23-07 Examination of Site, Drawings, Etc. A mandatory pre-bid conference will be held at TIME, DAY, DATE starting at the Ukiah Civic Center, Conference Room #3, 300 Seminary Avenue, Ukiah, to fully acquaint interested Contractors with local conditions, construction and labor required so that he or she may fully understand the facilities, difficulties and restrictions attending the execution of the work under the Contract. Failure to attend the mandatory bid conference will be just cause for the bid to be rejected as non-responsive. Bidders shall thoroughly examine and be familiar with the Plans and Special Provisions. Oral statements or instructions made during this visit will not constitute an amendment to this solicitation. The City will determine the appropriate action necessary, if any, and may issue a written amendment to the bid request. Each bidder shall visit the site of the proposed work and fully acquaint himself with local conditions, construction and labor required so that he or she may fully understand the facilities, difficulties and restrictions attending the execution of the work under the Contract. The failure of any bidder to receive or examine any form, instrument, addendum, or other document, or to visit the site and acquaint himself with conditions there existing, shall in no way relieve the bidder from any obligation with respect to his or her proposal or to the contract. The drawings for the work show conditions as they are supposed or believed by the Engineer to exist; but, it is neither intended nor shall it be inferred that the conditions as shown thereon constitute a representation by the Engineer, the City or its officers that such conditions are actually existent, nor shall the City, the Engineer or any of their officers or representatives be liable for any loss sustained by the Contractor as a result of a variance between the conditions shown on the drawings and the conditions actually revealed during the progress of the work or otherwise. The bidder's attention is directed to the possible existence of obstructions and public improvements within the limits of the work or adjacent thereto, which may or may not be shown on the Drawings. Any bid shall take into consideration that conditions may exist underground or otherwise that are not known to the City or easily detected during a site inspection that could impact the time or cost of completing the project. The City expects the bids to anticipate such conditions so that it can know for budgeting and other purposes the total cost to complete the project before accepting a bid and undertaking the legal obligation to construct the project. In awarding the contract the City relies on the contractor’s representation that its bid anticipates differing site conditions and the additional time or cost that such conditions may necessitate. The bidder shall investigate to his or her satisfaction the conditions to be encountered, the character, quality and quantities of work to be performed and materials to be furnished and the requirements of the Plans, Special Provisions, Standard Specifications, Standard Plans, and Contract Documents. The submission of a proposal shall be considered conclusive evidence that the bidder has made such examination and has accepted the project workplace as a safe workplace to perform the work of the Contract. Bidder Inquiries and Questions Inquiries and questions must be submitted in writing via fax or email to the following designated contact person: Seth Strader, Purchasing Assistant/ Public Works Analyst Fax: (707) 313-3621 Email: sstrader@cityofukiah.com The City reserves the right to not respond to inquiries or questions submitted within 3 business days of the bid opening. Location of the Work The work to be performed is located along Perkins street from Main street to Pomeroy street, as well as along Gobbi Street from South Dora Street to South Orchard Avenue including portions along South Oak Street and South Main Street. The work to be performed is also located along Main street from Gobbi street to Norton street. Page 274 of 457 URBAN CORE REHABILITATION 3 Spec No.23-07 GENERAL CONDITIONS SECTION 1. PROPOSAL REQUIREMENTS AND GENERAL CONDITIONS 1-01. Definitions. Whenever any word or expression defined in this section, or pronoun used in its stead, occurs in these contract documents, it shall have and is mutually understood to have the meaning given: a. "City of Ukiah" or "City" shall mean the City of Ukiah, Mendocino County, California, acting through its City Council or any other board, body, official or officials to which or to whom the power belonging to the Council shall by virtue of any act or acts, hereafter pass or be held to appertain. b. "Engineer" shall mean the Engineer duly and officially appointed by the City to supervise and direct the work of construction under this contract, acting personally or through agents or assistants duly authorized by him, such agents or assistants acting within the scope of the particular duties entrusted to them. c. "Inspector" shall mean the engineering or technical inspector or inspectors duly authorized or appointed by the Engineer, limited to the particular duties entrusted to him or her or them. d. "Contractor" shall mean the party entering into contract with the City of Ukiah for the performance of work covered by this contract and his or her authorized agents or legal representatives. e. "Date of signing of contract" or words equivalent thereto, shall mean the date upon which this contract, with the signature of the Contractor affixed, together with the prescribed bonds, shall be or shall have been delivered to the City or its duly authorized representatives. f. "Day" or "days", unless herein otherwise expressly defined, shall mean a calendar day or days of twenty-four hours each. g. "The work" shall mean and include all the work specified, indicated, shown or contemplated in the contract to construct the improvement, including all alterations, amendments or extensions thereto made by contract change order or other written orders of the Engineer. h. "Contract drawings", "drawings", "plans" shall mean and include 1) all drawings or plans which may have been prepared by or on behalf of the City, as a basis for proposals, when duly signed and made a part of this contract by incorporation or reference, 2) all drawings submitted in pursuance of the terms of this contract by the successful bidder with his or her proposal and by the Contractor to the City if and when approved by the Engineer and 3) all drawings submitted by the Engineer to the Contractor during the progress of the work as provided for herein. i. Where "as shown", "as indicated", "as detailed" or words of similar import are used, it shall be understood that reference to the drawings accompanying these Special Provisions is made unless stated otherwise. Where "as directed", "as permitted", "approved" or words of similar import are used, it shall be understood that the direction, requirements, permission, approval or acceptance of the Engineer is intended unless stated otherwise. As used herein, "provide" or "install" shall be understood to mean "provide or install complete in place", that is, "furnish and install". "Shall" is mandatory; "may" is permissive. 1-02. Examination of Plans, Special Provisions and Site of Work. The bidder shall examine carefully the Proposal, Plans, Special Provisions, Contract forms and the site of the work contemplated therefor. It will be assumed that the bidder has investigated to his or her satisfaction the conditions to be encountered and the character, quality and requirements of all Plans, Special Provisions, Standard Specifications, and Standard Plans involved. 1-03. Proposal. Bids shall be made on the blank forms prepared by the City. All bids shall give the prices bid, both in writing and in figures and shall be signed by the bidder or his or her authorized representative, with his or Page 275 of 457 URBAN CORE REHABILITATION 4 Spec No.23-07 her address. If the bid is made by an individual or partner, his or her name and the post office address of his or her business or partnership, along with his or her signature or the signature of one or more partners must be shown; if made by a corporation, the bid shall show the name of the state under the laws of which the corporation is chartered, the name of the corporation and the title of the person who signs on behalf of the corporation. Each proposal shall be enclosed in a sealed envelope, endorsed as specified in the notice to bidders. Bidders are warned against making erasures or alterations of any kind and proposals which contain omissions, erasures, conditions, alterations, additions not called for, additional proposals or irregularities of any kind may be rejected. 1-04. Withdrawal of Bids. Any bid may be withdrawn at any time prior to the hour fixed in the notice to bidders for the openings of bids, provided that a request in writing, executed by the bidder or his or her duly authorized representative, for the withdrawal of such bid is filed with the City. The withdrawal of a bid will not prejudice the right of a bidder to file a new bid. 1-05. Public Opening of Bids. Bids will be opened and read publicly at the time and place indicated in the notice to bidders. Bidders or their agents are invited to be present. 1-06. Bid Guaranty. Each bid must be accompanied by a certified check, cashier's check or bidder's bond executed by an admitted surety insurer, payable to the order of the City of Ukiah in an amount not less than 10 percent of the bid as a guarantee that the bidder will enter into a contract, if awarded the work. 1-07. Qualification of Bidders. No contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. The prime contractor shall be responsible for posting job site notices as prescribed by regulation. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. Each bidder shall be licensed under the provisions of Chapter 9, Division 3 of the Business and Professions Code and shall be skilled and regularly engaged in the general class or type of work called for under this contract. A statement setting forth this experience and business standing shall be submitted by each bidder on the form provided herewith. It is the intention of the City to award a contract only to a bidder who furnishes satisfactory evidence that he or she has the requisite experience and ability and that he or she has sufficient capital, facilities and equipment to enable him or her to prosecute the work successfully and promptly within the time and in the manner agreed. In determining the degree of responsibility to be credited to a bidder, the City may weigh evidence that the bidder or his or her personnel charged with the responsibility in the work, has performed satisfactorily other contracts of like nature and magnitude or comparable difficulty at similar rates of progress. 1-08. Disqualification of Bidders. More than one bid from an individual business, partnership, corporation or association, under the same or different names, will not be considered. Reasonable grounds for believing that any bidder is financially interested in more than one bid for the work will cause the rejection of all bids in which he or she is so interested. If there is reason to believe that collusion exists among the bidders, none of the participants in such collusion will be considered. Bids in which the prices obviously are unbalanced may be rejected. 1-09. Identification of Subcontractors. All bids shall comply with the Subletting and Subcontracting Fair Practices Act (Public Contract Code Section 4100 and following) and shall set forth: (a) The name and the location of the place of business of each subcontractor who will perform work or labor, or render service to the prime contractor in or about the construction of the work, or to a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work according to detailed drawings contained in the plans and Special Provisions, in an amount in excess of one-half of 1 percent of the prime contractor's total bid. (b) The portion of the work which will be done by each such subcontractor. The prime contractor shall list only one subcontractor for each such portion defined by the prime contractor in his or her bid. Page 276 of 457 URBAN CORE REHABILITATION 5 Spec No.23-07 1-10. General Provisions of the Standard Specifications. All provisions of the General Provisions, Sections 1 through 11, of the Standard Specifications, shall be applicable to the contract except as modified by these Special Provisions. The Standard Specifications are set forth in Section 12-06 of these Special Provisions. 1-11. Addenda. If it becomes necessary to revise any part of these plans and specifications after they have been released, the City will issue an addendum containing the revision. All addenda will be posted on the City’s website at www.cityofukiah.com/purchasing with the rest of the bid documents. Anyone who intends to submit a bid in response to this Request for Bid must check the website frequently for any posted addenda. Anyone submitting a bid will be deemed to have seen and agreed to be bound by the posted addenda. SECTION 2. AWARD AND EXECUTION OF CONTRACT 2-01. Award of Contract. Award of the contract, if it be awarded, will be to the lowest responsible bidder whose bid complies with all the specified requirements. The award, if made, will be made within thirty (30) days after opening of the bids. The City reserves the right to reject any and all bids and to waive any irregularity in the proposal not pertaining to cost. 2-02. Return of Proposal Guaranties. All bid guaranties will be held until the contract has been fully executed, after which they will be returned upon request to the respective bidders whose bids they accompany. 2-03. Execution of Contract. The contract agreement shall be executed in duplicate by the successful bidder and returned, together with the contract bonds, insurance certificates and endorsements, within fifteen (15) days after written notice of the award of the contract. After execution by the City; one copy shall be filed with the City and one copy shall be returned to the Contractor. If the bidder fails or refuses to enter into the contract agreement within the required time, then the bid guaranty accompanying the bid shall be forfeited to the City. SECTION 3. SCOPE AND INTENT OF CONTRACT 3-01. Effect of Inspection and Payments. Neither the inspection by the Engineer or an inspector, nor any order, measurement or approved modification, nor certificate or payment of money, nor acceptance of any part or whole of the work, nor any extension of time, nor any possession by the City or its agents, shall operate as a waiver of any provision of this contract or of any power reserved therein to the City, or of any right to damages thereunder; nor shall any breach of this contract be held to be a waiver of any subsequent breach. All remedies shall be construed as cumulative. 3-02. Effect of Extension of Time. The granting of any extension of time on account of delays which, in the judgement of the City, are avoidable delays shall in no way operate as a waiver on the part of the City of its rights under this contract. 3-03. Extra Work. If extra work orders are given in accordance with provisions of this contract, such work shall be considered a part hereof and shall be subject to each and all of its terms and requirements. 3-04. Assignment of Contract. The contract may be assigned or sublet in whole or in part only upon the written consent of the City acting through its authorized agents. Consent will not be given to any proposed assignment which would relieve the original contractor or its surety of their responsibilities under the contract nor will the Engineer consent to any assignment of a part of the work under the contract. 3-05. Subcontractors. The Contractor shall be as fully responsible for the acts and omissions of his or her subcontractors and of persons either directly or indirectly employed by them, as he or she is for the acts and omissions of persons directly employed by him. The Contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the work to bind subcontractors to the terms of this Contract which are applicable to the work of subcontractors. Nothing contained in this contract shall be construed to create or shall be relied upon to create any contractual relationship between any subcontractor and the City and no action may be brought by any subcontractor against the City based on this contract. Page 277 of 457 URBAN CORE REHABILITATION 6 Spec No.23-07 3-06. Interpretation of Special Provisions and Drawings. The Special Provisions and the Contract Drawings are intended to be explanatory of each other. Any work indicated in the Contract Drawings and not in the Special Provisions, or vice versa, is to be executed as if indicated in both. In case of a discrepancy or conflict between the Technical Specifications and Contract Plans, the Technical Specifications shall govern. All work shown on the Contract Drawings, the dimensions of which are not figured, shall be accurately followed to the scale to which the drawings are made, but figured dimensions are in all cases to be followed, where given, though they differ from scaled measurements. Large scale drawings shall be followed in preference to small scale drawings. Should it appear that the work to be done, or any of the matters relative thereto, are not sufficiently detailed or explained in these contract documents, including the contract drawings, the Contractor shall apply to the Engineer for such further explanations as may be necessary and shall conform thereto as part of this contract, so far as may be consistent with the terms of this contract. In the event of any doubt or questions arising respecting the true meaning of the Special Provisions, reference shall be made to the Engineer and his or her decision thereon shall be final. If the Contractor believes that a clarification or interpretation justifies an increase in the contract price or contract time, the Contractor must comply with the written notice provisions of Sections 9 -05 and 10-07 of these Special Provisions. Contractor’s attention is directed to Section 12-06 of the Technical Specifications regarding the Standard Specifications and Standard Plans. 3-07. Addenda. If it becomes necessary to revise any part of these plans and specifications after they have been released, the City will issue an addendum containing the revision. All addenda will be posted on the City’s website at www.cityofukiah.com/purchasing with the rest of the bid documents. Anyone who intends to submit a bid in response to this Request for Bid much check the website frequently for any posted addenda. Anyone submitting a bid will be deemed to have seen and agreed to be bound by the posted addenda. 3-08. Liability of City Officials. No city official, nor the Engineer, nor any authorized assistant of any of them, shall be personally responsible for any liability arising under this contract. 3-09. Dispute Resolution. Claims of $375,000 or less by the Contractor that arise under this Contract are subject to the mandatory dispute resolutions provisions in Public Contract Code Sections 20104-20104.6. SECTION 4. BONDS 4-01. Faithful Performance Bond. As a part of the execution of this contract, the Contractor shall furnish a bond of a surety company or other securities providing equivalent protection such as cash, letter of credit, or certificates of deposit, acceptable to the City, conditioned upon the faithful performance of all covenants and stipulations under this contract. The amount of the bond shall be 100 percent of the total contract price, as this sum is set forth in the agreement. 4-02. Material and Labor Bond. As a part of the execution of this contract, the Contractor shall furnish a bond of a surety company or other securities providing equivalent protection such as cash, letter of credit or certificates of deposit acceptable to the City in a sum not less than 50 percent of the total contract price, as this sum is set forth in the agreement for the payment in full of all persons, companies or corporations who perform labor upon or furnish materials to be used in the work under this contract, in accordance with the provisions of Sections 3247 through 3252 inclusive of the Civil Code of the State of California and any acts amendatory thereof. 4-03. Defective Material and Workmanship Bond. As a condition precedent to the completion of this contract, the Contractor shall furnish a bond of a surety company acceptable to the City in an amount not less than 5 percent (5%) of the final contract price, to hold good for a period of one (1) year after the completion and acceptance of the work, to protect the City against the results of defective materials, workmanship and equipment during that time. This bond shall be delivered to the City before the final payment under this contract will be made. 4-04. Notification of Surety Companies. The surety companies shall familiarize themselves with all of the conditions and provisions of this contract and they waive the right of special notification of any change or modification of this contract or of extension of time, or decreased or increased work, or of the cancellation of the contract, or of any other act or acts by the City or its authorized agents, under the terms of this contract; and failure to so notify the aforesaid surety companies of changes shall in no way relieve the surety companies of their obligation under this contract. Page 278 of 457 URBAN CORE REHABILITATION 7 Spec No.23-07 SECTION 5. INSURANCE REQUIREMENTS FOR CONTRACTORS (WITH CONSTRUCTION RISKS) Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his or her agents, representatives, employees or subcontractors. 5-01. Minimum Scope of Insurance Coverage shall be at least as broad as: 1. Insurance Services Office Commercial Liability Coverage (occurrence form CG 0001). 2. Insurance Services Office form number CA 0001 (Ed. 1/87) covering Automobile Liability, code 1 (any auto). 3. Worker's Compensation insurance as required by the State of California and Employer's Liability Insurance. 4. Course of Construction insurance covering for “all risks” of loss. 5-02. Minimum Limits of Insurance Contractor shall maintain limits no less than: 1. General Liability: $1,000,000 per occurrence for bodily injury, personal injury and property damage including operations, products and completed operations. If Commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. 2. Automobile Liability: $1,000,000 per accident for bodily injury and property damage. 3. Employer's Liability: $1,000,000 per accident for bodily injury and property damage. 4. Course of Construction: Completed value of the project with no co-insurance penalty provisions. 5-03. 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 shall reduce or eliminate such deductibles or self-insured retentions as respects the City, its officers, officials, employees and volunteers; or the Contractor shall provide a financial guarantee satisfactory to the City guaranteeing payment of losses and related investigations, claim administration and defense expenses. 5-04. Other Insurance Provisions The general liability and automobile liability policies are to contain, or be endorsed to contain, the following provisions: 1. The City, its officers, officials, employees and volunteers are to be covered as Additional Insured with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the Contractor's insurance, or as a separate owner's policy. 2. The workers’ compensation policy is to be endorsed with a waiver of subrogation. The insurance company, in its endorsement, agrees to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses paid under the terms of this policy which arises from the work performed by the named insured for the City. 3. For any claims related to this project, the Contractor's insurance coverage shall be primary insurance as respects the City, its officers, officials, employees or volunteers. Any insurance or self -insurance Page 279 of 457 URBAN CORE REHABILITATION 8 Spec No.23-07 maintained by the City, its officers, officials, employees or volunteers shall be excess of the Contractor's insurance and shall not contribute with it. 4. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be canceled by either party, except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to the City. 5. Coverage shall 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 Subdivision (b) of Section 2782 of Civil Code. 6. Course of Construction policies shall contain the following provisions: a.) The City shall be named as loss payee. b.) The insurer shall waive all rights of subrogation against the City. 5-05. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best's rating of no less than the following: A++ VII A- VIII A+ VII B++ X A VII B+ X 5-06. Verification of Coverage. Contractor shall furnish the City with original certificates and amendatory endorsements effecting coverage required by this clause. The endorsements shall be on forms provided by the City or on other than the City's forms, provided those endorsements or policies conform to the requirements. All certificates and endorsements are to be received within 15 days from written notice of contract award, and the work shall not commence until the certificates and endorsements have been approved by the City. The City reserves the right to require complete certified copies of all required insurance policies, including endorsements affecting the coverage required by these Special Provisions at any time. 5-07. Subcontractors. Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein. SECTION 6. RESPONSIBILITIES AND RIGHTS OF CONTRACTOR 6-01. Legal Address of Contractor. Both the address given in the proposal and the Contractor's office in the vicinity of the work are hereby designated as places to either of which drawings, samples, notices, letters or other articles or communications to the Contractor may be mailed or delivered. The delivery at either of these places of any such thing from the City or its agents to the Contractor shall be deemed sufficient service thereof upon the Contractor and the date of such service shall be the date of such delivery. The address named in the proposal may be changed at any time by notice in writing from the Contractor to the City. Nothing herein contained shall be deemed to preclude or render inoperative the service of any drawing, sample, notice, letter or other article or communication to or upon the Contractor personally. 6-02. Office of Contractor at Site. During the performance of this contract, the Contractor shall maintain a suitable office at the site of the work which shall be the headquarters of a representative authorized to receive drawings and any such thing given to the said representatives or delivered at the Contractor's office at the site of work in his or her absence shall be deemed to have been given to the Contractor. 6-03. Attention to Work. The Contractor shall give his or her personal attention to and shall supervise the work to the end that it shall be prosecuted faithfully and when he or she is not personally present on the work, he or she shall at all reasonable times be represented by a competent superintendent or foreman who shall receive and obey all instructions or orders given under this contract and who shall have full authority to execute the same and to supply materials, tools and labor without delay and who shall be the legal representative of the Contractor. The Contractor shall be liable for the faithful observance of any instructions delivered to him or her or to his or her authorized representative. Page 280 of 457 URBAN CORE REHABILITATION 9 Spec No.23-07 6-04. Liability of Contractor. The Contractor shall do all of the work and furnish all labor, materials, tools and appliances, except as otherwise herein expressly stipulated, necessary or proper for performing and completing the work herein required in the manner and within the time herein specified. The mention of any specific duty or liability imposed upon the Contractor shall not be construed as a limitation or restriction of any general liability or duty imposed upon the Contractor by this contract, said reference to any specific duty or liability being made herein merely for the purpose of explanation. The right of general supervision by the City shall not make the Contractor an agent of the City and the liability of the Contractor for all damages to persons or to public or private property, arising from the Contractor's execution of the work, shall not be lessened because of such general supervision. Until the completion and final acceptance by the City of all the work under and implied by this contract, the work shall be under the Contractor's responsible care and charge. The Contractor shall rebuild, repair, restore and make good all injuries, damages, re-erections and repairs, occasioned or rendered necessary by causes of any nature whatsoever, excepting only acts of God and none other, to all or any portions of the work, except as otherwise stipulated. To the fullest extent permitted by law, Contractor shall indemnify and hold harmless the City and its officers, directors, agents and employees from and against all claims, damages, losses and expenses including but not limited to attorneys' fees, costs of suit, expert witness fees and expenses and fees and costs of any necessary private investigators arising out of or resulting from the performance of the work, provided that any such claim, damage, loss or expense (1) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property, other than the work itself, including the loss of use resulting therefrom and (2) is caused in whole or in part by any act or omission of the Contractor, any subcontractor, or anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder, or by the negligence or omission of a party indemnified herein. In any and all claims against the City or any of its agents or employees by any employee of the Contractor, any subcontractor, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable, the indemnification obligation shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor or any subcontractor under workers' or workmen's compensation acts, disability benefit acts, or other employee benefit acts. The obligation to indemnify shall extend to and include acts of the indemnified party which may be negligent or omissions which may cause negligence. The City shall have the right to estimate the amount of such damage and to cause the City to pay the same and the amount so paid for such damage shall be deducted from the money due the Contractor under this contract; or the whole or so much of the money due or to become due the Contractor under this contract as may be considered necessary by the City, shall be retained by the City until such suits or claims for damages shall have been settled or otherwise disposed of and satisfactory evidence to that effect furnished to the City. 6-05. Protection of Persons and Property. The Contractor shall furnish such watchman, guards, fences, warning signs, walks and lights as shall be necessary and shall take all other necessary precautions to prevent damage or injury to persons or property. All property line fences and improvements in the vicinity of the work shall be protected by the Contractor and, if they are injured or destroyed, they and any other property injured by the Contractor, his or her employees or agents, shall be restored to a condition as good as when he or she entered upon the work. 6-06. Protection of City Against Patent Claims. All fees, royalties or claims for any patented invention, article or method that may be used upon or in any manner connected with the work under this contract shall be included in the price bid for the work and the Contractor and his or her sureties shall protect and hold the City, together with all of its officers, agents, servants and employees, harmless against any and all demands made for such fees or claims brought or made on account of this contract. The Contractor shall, if requested by the Engineer, furnish acceptable proof of a proper release from all such fees or classes. Should the Contractor, his or her agents, servants or employees, or any of them be enjoined from furnishing or using any invention, article, material or appliance supplied or required to be supplied or used under this contract, the Contractor shall promptly substitute other articles, materials or appliance, in lieu thereof, of equal efficiency, quality, finish, suitability and market value and satisfactory in all respects to the Engineer. Or, in the event that the Page 281 of 457 URBAN CORE REHABILITATION 10 Spec No.23-07 Engineer elects, in lieu of such substitution, to have supplied and to retain and use, any such invention, article, material or appliance, as may by this contract be required to be supplied, in that event the Contractor shall pay such royalties and secure such valid licenses as may be requisite and necessary for the City, its officers, agents, servants and employees, or any of them, to use such invention, article, material or appliance without being disturbed or in any way interfered with by any proceeding in law or equity on account thereof. Should the Contractor neglect or refuse to make the substitution promptly, or to pay such royalties and secure such licenses as may be necessary, then in that event the Engineer shall have the right to make such substitution, or the City may pay such royalties and secure such licenses and charge the cost thereof against any money due to the Contractor from the City or recover the amount thereof from him or her and his or her sureties notwithstanding final payment under this contract may have been made. 6-07. Protection of Contractor's Work Property. The Contractor shall protect his or her work, supplies and materials from damage due to the nature of the work, the action of the elements, trespassers, or any cause whatsoever under his or her control, until the completion and acceptance of the work. Neither the City nor any of its agents assumes any responsibility for collecting indemnity from any person or persons causing damage to the work of the Contractor. 6-08. Regulations and Permits. The Contractor shall secure and pay for all permits, give all notices and comply with all laws, ordinances, rules and regulations bearing on the conduct of the work as drawn and specified. If the Contractor observes that the Plans and Special Provisions are at variance therewith, he or she shall promptly notify the Engineer in writing and any necessary changes shall be adjusted as provided in the contract for changes in the work. The contractor and any subcontractors shall each secure and maintain a valid City of Ukiah Business License. The City of Ukiah will issue a no fee encroachment permit to the Contractor allowing him or her to perform work within City right of way or within City property after the Contract Documents have been executed and insurance certificates and endorsements have been approved by the City. 6-09. Construction Utilities. The Contractor shall be responsible for providing for and in behalf of his or her work under this contract, all necessary utilities, such as special connection to water supply, telephones, power lines, fences, roads, watchmen, suitable storage places, etc. 6-10. Approval of Contractor's Plans. The approval by the Engineer of any drawing or any method of work proposed by the Contractor in accordance with paragraph 8-06 shall not relieve the Contractor of any of his or her responsibility for his or her errors therein and shall not be regarded as any assumption of risk or liability by the City or any officer or employee thereof and the Contractor shall have no claim under this contract on account of the failure or partial failure or inefficiency of any plan or method so approved. Such approval shall be considered to mean merely that the Engineer has no objection to the Contractor's using, upon his or her own full responsibility the plan or method approved. 6-11. Suggestions to the Contractor. Any plan or method of work suggested by the Engineer to the Contractor, but not specified or required, if adopted or followed by the Contractor in whole or in part, shall be used at the risk and responsibility of the Contractor; and the Engineer and the City shall assume no responsibility thereof. 6-12. Termination of Unsatisfactory Subcontracts. Should any subcontractor fail to perform in a satisfactory manner the work undertaken by him, such subcontract shall be terminated immediately by the Contractor upon notice from the Engineer. 6-13. Preservation of Stakes and Marks. The Contractor shall preserve carefully bench marks, reference points and stakes and in case of destruction he or she shall replace his or her stakes, reference points and bench marks and shall be responsible for any mistakes that may be caused by their unnecessary loss or disturbance. Contractor’s attention is directed to Section 7-03 of these Special Provisions. 6-14. Assistance to Engineer. At the request of the Engineer the Contractor shall provide men from his or her force and tools, stakes and other materials to assist the Engineer temporarily in making measurements and surveys and in establishing temporary or permanent reference marks. Payment for such materials and assistance will be made as provided for under the caption "Extra Work," provided, however, that the cost of setting stakes and marks carelessly lost or destroyed by the Contractor's employees will be assessed to the Contractor. 6-15. Removal of Condemned Materials and Structures. The Contractor shall remove from the site of the work, without delay, all rejected and condemned materials or structures of any kind brought to or incorporated in the work and upon his or her failure to do so, or to make satisfactory progress in so doing, within forty-eight (48) Page 282 of 457 URBAN CORE REHABILITATION 11 Spec No.23-07 hours after the service of a written notice from the Engineer, the condemned material or work may be removed by the City and the cost of such removal shall be taken out of the money that may be due or may become due the Contractor on account of or by virtue of this contract. No such rejected or condemned material shall again be offered for use by the Contractor under this Contract. 6-16. Proof of Compliance with Contract. In order that the Engineer may determine whether the Contractor has complied with the requirements of this contract, not readily enforceable through inspection and tests of the work and materials, the Contractor shall, at any time when requested, submit to the Engineer properly authenticated documents or other satisfactory proofs as to his or her compliance with such requirements. 6-17. Errors and Omissions. If the Contractor, in the course of the work, finds any errors or omissions in plans or in the layout as given by survey points and instruction, or if he or she finds any discrepancy between the plans and the physical conditions of the locality, he or she shall immediately inform the Engineer, in writing and the Engineer shall promptly verify the same. Any work done after such discovery, until authorized, will be done at the Contractor's risk. 6-18. Cooperation. The Contractor shall cooperate with all other contractors who may be performing work in behalf of the City and workmen who may be employed by the City on any work in the vicinity of the work to be done under this contract with the work of such contractors or workmen. he or she shall make good promptly, at his or her own expense, any injury or damage that may be sustained by other contractors or employees of the City at his or her hands. Any difference or conflict which may arise between the Contractor and other contractors, or between the contractor and workmen of the City in regard to their work shall be adjusted and determined by the Engineer. If the work of the Contractor is delayed because of any acts or omissions of any other contractor or of the City, the Contractor shall on that account have no claim against the City other than for an extension of time. 6-19. Right of Contractor to Stop Work. Under the following conditions the Contractor shall have the right, if he or she so desires, to stop the work and terminate the contract upon ten (10) days written notice to the Engineer and recover from the City payment for all work actually performed and for all satisfactory materials actually delivered to the site of the work for permanent incorporation therein, all as may be shown by the estimate of the Engineer. (1) If the work is stopped under an order of any court or other competent public authority for a period of time of three (3) months through no act or fault of the Contractor or of anyone employed by him. (2) If the Engineer fails to issue the monthly certificate for payment in accordance with the terms of this contract. (3) If the City fails to pay the Contractor within sixty (60) days after it shall have become due, as provided by the terms of this contract, any sum certified by the Engineer or awarded by the City. All provided that if such action to terminate the contract be not instituted by the Contractor within ten (10) days after the alleged existence of such condition and if written notice of such action be not at that time delivered to the City and the Engineer, then such right shall lapse until another occasion arises according to this section. 6-20. Hiring and Dismissal of Employees. The Contractor shall employ only such foremen, mechanics and laborers as are competent and skilled in their respective lines of work and whenever the Engineer shall notify the Contractor that any person on the work is, in his or her opinion, incompetent, unfaithful, intemperate or disorderly, or refuses to carry out the provisions of this contract, or uses threatening or abusive language to any person on the work representing the City, or is otherwise unsatisfactory, such person shall be discharged immediately from the work and shall not be re-employed upon it except with the consent of the Engineer. 6-21. Wage Rates. 1. Contractor shall pay all mechanics and laborers employed or working upon the site of the work unconditionally and without subsequent deductions or rebate on any account the full amounts due at the time of payment at wage rates not less than those contained in the applicable prevailing wage Page 283 of 457 URBAN CORE REHABILITATION 12 Spec No.23-07 determination, regardless of any contractual relationship which may be alleged to exist between the Contractor and subcontractors and such laborers and mechanics. 2. Contractor shall comply with the California Labor Code Section 1775. In accordance with said Section 1775, Contractor shall forfeit as a penalty to the Owner, $50.00 (or the higher minimum penalty as provided in Section 1775(B)(ii) – (iii)) for each calendar day or portion thereof, for each workman paid less than the stipulated prevailing rates for such work or craft in which such workman is employed for any work done under the Contract by him or her or by any subcontractor under him or her in violation of the provisions of the Labor Code and in particular, Labor Code Sections 1770 to 1780, inclusive. In addition to said penalty and pursuant to Section 1775, the difference between such stipulated prevailing wage rates and the amount paid to each workman for each calendar day or portion thereof for which each workman was paid less than the stipulated prevailing wage rate shall be paid to each workman by the Contractor. 3. Pursuant to the provision of Section 1770 of the Labor Code of the State of California, Owner has ascertained the general prevailing rate of wages (which rate includes employer payments for health and welfare, vacation, pension and similar purposes) applicable to the work to be done, for straight time work. The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification or type of workmen concerned. Copies of the General Prevailing Wage Determination are available on the Internet at web address: http://www.dir.ca.gov/DLSR/PWD The Contractor shall post the wage determination at the site of work in a prominent place where it can easily be seen by the workers. 4. City will not recognize any claim for additional compensation because the Contractor has paid any rate in excess of the prevailing wage rate obtained by the Contractor. The possibility of wage increases is one of the elements to be considered by the Contractor in determining his or her bid and will not in any circumstances be considered as the basis for a claim against the City. 5. The Labor Commissioner through the Division of Labor Standards Enforcement (DLSE) may at any time require contractors and subcontractors to furnish electronic certified payroll records directly to DLSE. Commencing with contracts awarded or after April 1, 2015, all contractors and subcontractors must furnish electronic certified payroll records directly to the DLSE. 6. Travel and Subsistence Payments. Contractor shall make travel and subsistence payments to each workman needed to execute the work in accordance with the requirements in Section 1773.8 of the Labor Code (Chapter 880, Statutes of 1968). 7. Apprentices. Attention is directed to the provisions in Sections 1777.5 (Chapter 1411, Statutes of 1968) and 1777.6 of the California Labor Code concerning the employment of apprentices by the Contractor or any subcontractor under him. Contractor and any subcontractor under him or her shall comply with the requirements of said sections in the employment of apprentices. Information relative to apprenticeship standards, wage schedules and other requirements may be obtained from the Director of Industrial Relations, ex officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices. 6-22. Cleaning Up. The Contractor shall not allow the site of the work to become littered with trash and waste material, but shall maintain the same in a neat and orderly condition throughout the construction period. The Engineer shall have the right to determine what is or is not waste material or rubbish and the place and manner of disposal. On or before the completion of the work, the Contractor shall without charge therefore carefully clean out all pits, pipes, chambers or conduits and shall tear down and remove all temporary structures built by him or her and shall remove rubbish of all kind from any of the grounds which he or she has occupied and leave them in first class condition. Page 284 of 457 URBAN CORE REHABILITATION 13 Spec No.23-07 6-23. Guaranty. All work shall be guaranteed for a period of one year from the date of acceptance by the City. The Contractor shall promptly make all needed repairs arising out of defective materials, workmanship and equipment. The City is hereby authorized to make such repairs if within ten days after the mailing of a notice in writing to the Contractor or his or her agent, the Contractor shall neglect to make or undertake with due diligence the aforesaid repairs, provided, however, that in case of an emergency where, in the opinion of the City delay would cause serious loss or damage, repairs may be made without notice being sent to the Contractor and the Contractor shall pay the costs thereof. Pursuant to the provisions of Section 4-03 of these Special Provisions, the Contractor shall furnish a Defective Material and Workmanship Bond in an amount not less than 5 percent of the final contract price, which shall be effective for a period of one (1) year after the completion and acceptance of the work. SECTION 7. RESPONSIBILITIES AND RIGHTS OF CITY 7-01. Authority of the Engineer. All work done under this contract shall be done in a workmanlike manner and shall be performed to the reasonable satisfaction of the Engineer, who shall have general supervision of all work included hereunder. To prevent disputes and litigation, the Engineer (1) shall in all cases determine the amount, quality, acceptability and fitness of the several kinds of work and materials which are to be paid for under this contract, (2) shall decide all questions relative to the true construction, meaning and intent of the Special Provisions and Drawings, (3) shall decide all questions which may arise relative to the classifications and measurements of quantities and materials and the fulfillment of this contract and (4) shall have the power to reject or condemn all work or material which does not conform to the terms of this contract. his or her estimate and decision in all matters shall be a condition precedent to an appeal for arbitration, or the right of the Contractor to receive, demand, or claim any money or other compensation under this agreement and a condition precedent to any liability on the part of the City to the Contractor on account of this contract. Whenever the Engineer shall be unable to act, in consequence of absence or other cause, then such engineer as the Engineer or the City shall designate, shall perform any and all of the duties and be vested with any or all of the powers herein given to the Engineer. 7-02. Inspection. The City will provide engineering personnel for the inspection of the work. The Engineer and his or her representatives shall at all times have access to the work whenever it is in preparation or progress and the Contractor shall provide proper facilities for such access and inspection. If the Special Provisions, the Engineer's instruction, laws, ordinances, or any public authority require any work to be specially tested or approved, the Contractor shall give the Engineer timely notice of its readiness for inspection and, if the inspection is by an authority other than the Engineer, of the date fixed for such inspection. Inspections by the Engineer shall be promptly made at the source of supply where practicable. If any work shall be covered up without approval or consent of the Engineer, it must, if required by the Engineer, be uncovered for examination and properly restored at the Contractor's expense. Re-examination of any work may be ordered by the Engineer and, if so ordered, the work must be uncovered by the Contractor. If such work is found to be in accordance with the contract documents, the City shall pay the cost of re-examination and replacement. If such work is not in accordance with the contract documents, the Contractor shall pay such cost. Properly authorized and accredited inspectors shall be considered to be the representatives of the City limited to the duties and powers entrusted to them. It will be their duty to inspect materials and workmanship of those portions of the work to which they are assigned, either individually or collectively, under instructions of the Engineer and to report any and all deviations from the Drawings, Special Provisions and other contract provisions which may come to their notice. Any inspector may be considered to have the right to order the work entrusted to his or her supervision stopped, if in his or her opinion such action becomes necessary, until the Engineer is notified and has determined and ordered that the work may proceed in due fulfillment of all contract requirements. 7-03. Surveys. Contractor shall furnish all land surveys, establish all base lines and benchmarks and make sufficient detailed surveys needed for working points, lines and elevations. The Contractor shall develop all slope Page 285 of 457 URBAN CORE REHABILITATION 14 Spec No.23-07 stakes and batter boards. Contractor shall also develop all additional working points, lines and elevations as he or she may desire to facilitate his or her methods and sequence of construction. 7-04. Rights-of-Way. The City will provide all necessary rights-of-way and easements in or beneath which work will be performed by the Contractor under this contract. 7-05. Retention of Imperfect Work. If any portion of the work done or material furnished under this contract shall prove defective and not in accordance with the Plans and Special Provisions, and if the imperfection in the same shall not be of sufficient magnitude or importance to make the work dangerous or undesirable, the Engineer shall have the right and authority to retain such work instead of requiring the imperfect work to be removed and reconstructed, but he or she shall make such deductions therefor in the payments due or to become due the Contractor as may be just and reasonable. 7-06. Changes in the Work. The Engineer shall have the right, in writing, to order additions to, omissions from, or corrections, alterations and modifications in the line, grade, form, dimensions, plan, or kind or amount of work or materials herein contemplated, or any part thereof, either before or after the beginning of construction. However, the arithmetical sum of the cost to the City of additions and subtractions from the work under this contract shall not exceed 10 percent of original contract amount or $5,000, whichever is the greater, unless based upon a supplementary agreement to be made therefore. The order of such additions, omissions, corrections, alterations and modifications shall be in writing and signed by the Engineer and, in order, shall then be binding upon the Contractor. The Contractor shall proceed with the work as changed and the value of such change shall be determined as provided for in section 10-07 of these Special Provisions. Such alterations shall in no way affect, vitiate, or make void this contract or any part thereof, except that which is necessarily affected by such alterations and is clearly the evident intention of the parties to this contract. 7-07. Additional Drawings by City. The drawings made a part of this contract at the time of its execution are intended to be fairly comprehensive and to indicate in more or less detail the scope of the work. In addition to these drawings, however, the Engineer shall furnish such additional drawings from time to time during the progress of the work as are necessary to make clear or to define in greater detail the intent of the Special Provisions and the contract drawings and the Contractor shall make his or her work conform to all such drawings. 7-08. Additional and Emergency Protection. Whenever, in the opinion of the Engineer, the Contractor has not taken sufficient precautions for the safety of the public or the protection of the works to be constructed under this contract, or of adjacent structures or property which may be injured by the processes of construction on account of such neglect and whenever, in the opinion of the Engineer, an emergency shall arise and immediate action shall be considered necessary in order to protect public or private, personal or property interest, then and in that event, the Engineer, with or without notice to the Contractor may provide suitable protection to the said interests by causing such work to be done and such material to be furnished as shall provide such protection as the Engineer may consider necessary and adequate. The cost and expense of such work and material so furnished shall be borne by the Contractor and, if the same shall not be paid on presentation of the bills therefor, then such costs shall be deducted from any amounts due or to become due the Contractor. The performance of such emergency work under the direction of the Engineer shall in no way relieve the Contractor from any damages which may occur during or after such precaution has been taken by the Engineer. 7-09. Suspension of Work. The City may at any time suspend the work or any part thereof by giving five (5) days written notice to the Contractor. The work shall be resumed by the Contractor within ten (10) days after the date fixed in the written notice from the City to the Contractor so to do. The City shall reimburse the Contractor for expense incurred by the Contractor in connection with the work under this contract as a result of such suspension. If the work, or any part thereof, shall be stopped by the notice in writing aforesaid and if the City does not give notice in writing to the Contractor to resume work at a date within ten (10) days of the date fixed in the written notice to suspend, then the Contractor may abandon that portion of the work so suspended and he or she will be entitled to the estimates and payments for all work done on the portions so abandoned, if any, plus 5 percent of the value of the work so abandoned, to compensate for loss of overhead, plant expense and anticipated profit. Page 286 of 457 URBAN CORE REHABILITATION 15 Spec No.23-07 7-10. Right of City to Terminate Contract. If the Contractor should be adjudged a bankrupt, or if he or she should make a general assignment for the benefit of his or her creditors, or if a receiver should be appointed on account of his or her insolvency, or if he or she should persistently or repeatedly refuse or should fail, except in cases for which extension of time is provided, to supply sufficient properly skilled workmen or proper materials, or if he or she should fail to make prompt payments to subcontractors or for material or labor, or persistently disregard laws, ordinances or the instructions of the Engineer, or otherwise be guilty of a substantial violation of any provision of the contract, then the City, upon the certificate of the Engineer that sufficient cause exists to justify such action, may, without prejudice to any other right or remedy and after giving the Contractor seven days written notice, terminate the employment of the Contractor and take possession of the premises and of all materials, tools and appliances and finish the work by whatever method the City may deem expedient. In such case, the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance of the contract price shall exceed the expense of finishing the work, including compensation for additional managerial and administrative services, such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the City. The expense incurred by the City as herein provided and the damage incurred through the Contractor's default, shall be certified by the Engineer. 7-11. Use of Completed Portions. The City shall have the right to take possession of and use any completed or partially completed portions of the work, notwithstanding the time for completing the entire work or such portions which may not have expired; but such taking possession and using shall not be deemed an acceptance of any work not completed in accordance with the contract documents. If such prior use increases the cost of or delays the work, the Contractor shall be entitled to such extra compensation, or extension of time or both, as the Engineer may determine. SECTION 8. WORKMANSHIP, MATERIALS AND EQUIPMENT 8-01. General Quality. Materials and equipment shall be new and of a quality equal to that specified or approved. Work shall be done and completed in a thorough and workmanlike manner. 8-02. Quality in Absence of Detailed Specifications. Whenever under this contract it is provided that the Contractor shall furnish materials or manufactured articles or shall do work for which no detailed specifications are set forth, the materials or manufactured articles shall be of the best grade in quality and workmanship obtainable in the market from firms of established good reputation, or, if not ordinarily carried in stock, shall conform to the usual standards for first-class materials or articles of the kind required, with due consideration of the use to which they are to be put. In general, the work performed shall be in full conformity and harmony with the intent to secure the best standard of construction and equipment of the work as a whole or in part. 8-03. Materials and Equipment Specified by Name. Whenever any material or equipment is indicated or specified by patent or proprietary name or by the name of the manufacturer, such specification shall be considered as used for the purpose of describing the material or equipment desired and shall be considered as followed by the words "or approved equal". The Contractor may offer any material or equipment which shall be equal in every respect to that specified, provided that written approval first is obtained from the Engineer. 8-04. Source of Materials. Price, fitness and quality being equal, preference shall be given by the Contractor for supplies grown, manufactured or produced in the State of California and, next, for such products partially produced in this State in accordance with Government Code Section 4332. 8-05. Storage of Materials. Materials shall be so stored to ensure the preservation of their quality and fitness for the work. They shall be so located and disposed that prompt and proper inspection thereof may be made. 8-06. Drawings, Samples and Tests. As soon as possible after execution of the contract, the Contractor shall submit to the Engineer, in quintuplicate, sufficient information including, if necessary, assembly and detail drawings to demonstrate fully that the equipment and materials to be furnished comply with the provisions and intent of these Special Provisions and Drawings. If the information thus submitted indicates the equipment or materials is acceptable, the Engineer will return one copy stamped with his or her approval; otherwise, one copy will be returned with an explanation of why the equipment or material is unsatisfactory. The Contractor shall have no claims for damages or for extension of time on account of any delay due to the revision of drawings or rejection of material. Fabrication or other work performed in advance of approval shall be done entirely at the Contractor's risk. Page 287 of 457 URBAN CORE REHABILITATION 16 Spec No.23-07 After approval of equipment or material, the Contractor shall not deviate in any way from the design and specifications given without the written consent of the Engineer. When requested by the Engineer, a sample or test specimens of the materials to be used or offered for use in connection with the work shall be prepared at the expense of the Contractor and furnished by him or her in such quantities and sizes as may be required for proper examination and tests, with all freight charges prepaid and with information as to their sources. All samples shall be submitted before shipment and in ample time to permit the making of proper tests, analyses, or examination before the time at which it is desired to incorporate the material into the work. All tests of materials furnished by the Contractor shall be made by the Engineer. Samples shall be secured and tested whenever necessary to determine the quality of the material. SECTION 9. PROSECUTION OF WORK 9-01. Equipment and Methods. The work under this contract shall be prosecuted with all materials, tools, machinery, apparatus and labor and by such methods as are necessary to the complete execution of everything described, shown, or reasonably implied. If at any time before the beginning or during the progress of the work, any part of the Contractor's plant or equipment, or any of his or her methods of execution of the work, appear to the Engineer to be unsafe, inefficient, or inadequate to insure the required quality or the rate of progress of the work, he or she may order the Contractor to increase or improve his or her facilities or methods and the Contractor shall comply promptly with such orders; but, neither compliance with such orders nor failure of the Engineer to issue such orders shall relieve the Contractor from his or her obligation to secure the degree of safety, the quality of the work and the rate of progress required of the Contractor. The Contractor alone shall be responsible for the safety, adequacy and efficiency of his or her plant, equipment and methods. 9-02. Time of Completion. The Contractor shall promptly begin the work under this contract and shall complete and make ready for full use all portions of the project made the subject of this contract within the time set forth in the agreement bound herewith. 9-03. Avoidable Delays. Avoidable delays in the prosecution or completion of the work shall include all delays which might have been avoided by the exercise of care, prudence, foresight and diligence on the part of the Contractor. The City will consider as avoidable delays within the meaning of this contract (1) delays in the prosecution of parts of the work, which may in themselves be unavoidable, but do not necessarily prevent or delay the prosecution of other parts of the work nor the completion of the whole work within the time herein specified, (2) reasonable loss of time resulting from the necessity of submitting plans to the Engineer for approval and from the making of surveys, measurements, inspections, and testing and (3) such interruptions as may occur in the prosecution of the work on account of the reasonable interference of other contractors employed by the City which do not necessarily prevent the completion of the whole work within the time herein specified. 9-04. Unavoidable Delays. Unavoidable delays in the prosecution or completion of the work under this contract shall include all delays which may result, through cause beyond the control of the Contractor and which he or she could not have provided against by the exercise of care, prudence, foresight and diligence. Orders issued by the City changing the amount of work to be done, the quantity of material to be furnished or the manner in which the work is to be prosecuted and unforeseen delays in the completion of the work of other contractors under contract with the City will be considered unavoidable delays, so far as they necessarily interfere with the Contractor's completion of the whole of the work. Delays due to normally adverse weather conditions will not be regarded as unavoidable delays. However, truly abnormal amounts of rainfall, temperatures or other weather conditions for the location of the work and time of year may be considered as unavoidable delays if those conditions necessarily cause a delay in the completion of the work. 9-05. Notice of Delays. Whenever the Contractor foresees any delay in the prosecution of the work and, in any event, immediately upon the occurrence of any delay which the contractor regards as an unavoidable delay, he or she shall notify the Engineer in writing of the probability of the occurrence of such delay and its cause, in order that the Engineer may take immediate steps to prevent, if possible, the occurrence or continuance of the delay, or, if this cannot be done, may determine whether the delay is to be considered avoidable or unavoidable, how long it continues and to what extent the prosecution and completion of the work are to be delayed thereby. Page 288 of 457 URBAN CORE REHABILITATION 17 Spec No.23-07 9-06. Extension of Time. Should any delays occur which the Engineer may consider unavoidable, as herein defined, the Contractor shall, pursuant to his or her application, be allowed an extension of time proportional to said delay or delays, beyond the time herein set forth, in which to complete this contract; and liquidated damages for delay shall not be charged against the Contractor by the City during an extension of time granted because of unavoidable delay or delays. Any claim by Contractor for a time extension based on unavoidable delays shall be based on written notice delivered to the Engineer within 15 days of the occurrence of the event giving rise to the claim. Failure to file said written notice within the time specified shall constitute a waiver of said claim. Notice of the full extent of the claim and all supporting data must be delivered to the Engineer within 45 days of the occurrence unless the Engineer specifies in writing a longer period. All claims for a time extension must be approved by the Engineer and incorporated into a written change order. 9-07. Unfavorable Weather and Other Conditions. During unfavorable weather and other conditions, the Contractor shall pursue only such portions of the work as shall not be damaged thereby. No portions of the work whose satisfactory quality or efficiency will be affected by any unfavorable conditions shall be constructed while these conditions remain, unless, by special means or precautions approved by the Engineer, the Contractor shall be able to overcome them. The Contractor shall be granted a time extension of one day for each unfavorable weather day which prevents him or her from placing concrete forms or placing and finishing concrete or asphalt concrete. Such unfavorable weather day is defined as a rain day where precipitation prevents the contractor from performing the work more than four (4) continuous hours within the authorized work period or a temperature day where the ambient temperature is below that specified for the placement of materials associated with the controlling work item for more than four (4) continuous work hours of the authorized work period. 9-08. Saturday, Sunday, Holiday and Night Work. No work shall be done between the hours of 6 p.m. and 7 a.m., nor on Saturdays, Sundays or legal holidays except such work as is necessary for the proper care and protection of work already performed, or except in cases of absolute necessity and in any case only with the permission of the Engineer. It is understood, however, that night work may be established as a regular procedure by the Contractor if he or she first obtains the written permission of the Engineer and that such permission may be revoked at any time by the Engineer if the Contractor fails to maintain at night adequate force and equipment for reasonable prosecution and to justify inspection of the work. 9-09. Hours of Labor. Eight (8) hours of labor shall constitute a legal day's work and the Contractor or any subcontractor shall not require or permit more than eight hours of labor in a day from any person employed by him or her in the performance of the work under this contract, unless paying compensation for all hours worked in excess of eight (8) hours per day at not less than 1½ times the basic rate of pay. The Contractor shall forfeit to the City, as a penalty, the sum of twenty-five dollars ($25.00) for each workman employed in the execution of the contract by him or her or by any subcontractor, for each calendar day during which such laborer, workman, or mechanic is required or permitted to labor more than eight hours in violation of the provisions of Section 1810 to 1816, inclusive, (Article 3, Chapter 1, Part 7, Division 2) of the Labor Code of the State of California and any acts amendatory thereof. SECTION 10. PAYMENT 10-01. Certification by Engineer. All payments under this contract shall be made upon the presentation of certificates in writing from the Engineer and shall show that the work covered by the payments has been done and the payments thereof are due in accordance with this contract. 10-02. Progress Estimates and Payment. The Engineer shall, within the first seven (7) days of each month, make an estimate of the value of the work performed in accordance with this contract during the previous calendar month. The first estimate shall be of the value of the work satisfactorily completed in place and meeting the requirements of the contract. And every subsequent estimate, except the final estimate, shall be of the value of the work satisfactorily completed in place since the last preceding estimate was made; provided, however, that should the Page 289 of 457 URBAN CORE REHABILITATION 18 Spec No.23-07 Contractor fail to adhere to the program of completion fixed in this contract, the Engineer shall deduct from the next and all subsequent estimates the full calculated accruing amount of the liquidated damages to the date of said estimate, until such time as the compliance with the program has been restored. The estimate shall be signed by the Engineer and, after approval, the City shall pay or cause to be paid to the Contractor in the manner provided by law, an amount equal to 95 percent of the estimated value of the work satisfactorily performed and complete in place. 10-03. Substitution of Securities. 1. At such times that Pubic Contract Code Section 22300 is in effect Contractor may propose the substitution of securities of at least equal market value for any moneys to be withheld to ensure performance under the Contract. Market value shall be determined as of the day prior to the date such substitution is to take place. Such substitution shall be made at the request and expense of the Contractor. The securities shall be one or more of the following types: (a) Bonds or interest-bearing notes or obligations of the United States, or those for which the faith and credit of the United States are pledged for the payment of principal and interest. (b) Bonds or interest-bearing notes on obligations that are guaranteed as to principal and interest by a federal agency of the United States. (c) Bonds of the State of California, or those for which the faith and credit of the State of California are pledged for the payment of principal and interest. (d) Bonds or warrants, including, but not limited to, revenue warrants, of any county, city, metropolitan water district, California water district, California water storage district, irrigation district in the State of California, municipal utility district, or school district of the State of California, which are rated by Moody's or Standard and Poor as A or better. (e) Bonds, consolidated bonds, collateral trust debentures, consolidated debentures, or other obligations issued by federal land banks or federal intermediate credit banks established under the Federal Farm Loan Act, as amended; debentures and consolidated debentures issued by the Central Bank for Cooperatives and banks for cooperatives established under the Farm Credit Act of 1933, as amended; bonds, or debentures of the Federal Home Loan Bank Board established under the Federal Home Loan Bank Act; and stock, bonds, debentures and other obligations of the Federal National Mortgage Association established under the National Housing Act as amended and bonds of any Federal Home Loan Mortgage Corporation. (f) Commercial paper of "prime" quality as defined by a nationally recognized organization which rates such securities. Eligible paper is further limited to issuing corporations: (1) organized and operating within the United States; (2) having total assets in excess of five hundred million dollars ($500,000,000); and (3) approved by the Pooled Money Investment Board of the State of California. Purchases of eligible commercial paper may not exceed 180 days' maturity, nor represent more than 10 percent of the outstanding paper of an issuing corporation. (g) Bills of exchange or time drafts on and accepted by a commercial bank, otherwise known as bankers’ acceptances, which are eligible for purchase by the Federal Reserve System. (h) Certificates of deposits issued by a nationally or state-chartered bank or savings and loan association. (i) The portion of bank loans and obligations guaranteed by the United States Small Business Administration or the United States Farmers Home Administration. (j) Student loan notes insured under the Guaranteed Student Loan Program established pursuant to the Higher Education Act of 1965, as amended (20 U.S.C. 1001, et seq.) and eligible for resale to the Student Loan Marketing Association established pursuant to Section 133 of the Education Amendments of 1972, as amended (20 U.S.C. 1087-2). Page 290 of 457 URBAN CORE REHABILITATION 19 Spec No.23-07 (k) Obligations issued, assumed or guaranteed by International Bank for Reconstruction and Development, the Inter-American Development Bank, the Asian Development Bank, or the Government Development Bank of Puerto Rico. (l) Bonds, debentures and notes issued by corporations organized and operating within the United States. Such securities eligible for substitution shall be within the top three ratings of a nationally recognized rating service. 2. The securities shall be deposited with City or with any commercial bank as escrow agent, who shall arrange for transfer of such securities to the Contractor upon satisfactory completion of the contract. Any interest accrued or paid on such securities shall belong to the Contractor and shall be paid upon satisfactory completion of the contract. The market value of the securities deposited shall at all times be maintained in an amount at least equal, in the sole judgment of City, to the moneys to be withheld pursuant to the Contract Documents to ensure performance of the Contract. In order to comply with this condition, Contractor shall deposit additional securities as necessary upon request by City or the escrow agent. 3. Upon acceptance of any Proposal that includes substituting securities for amounts withheld to ensure performance, a separate escrow agreement satisfactory in form and substance to City shall be prepared and executed by City, the Contractor and the escrow agent, which may be City. The escrow agreement shall specify, among other matters, value of securities to be deposited; procedures for valuing the securities and for adding or withdrawing securities to maintain the market value of the deposited securities at least equal to the amount of moneys which would otherwise be withheld; the terms and conditions of conversion to cash in case of the default by the Contractor; and terms, conditions and procedure for termination of the escrow. City shall have no obligation to enter any such Agreement that does not provide the City with the unilateral right to convert securities to cash and to gain immediate possession of the cash. 10-04. Acceptance. The work must be accepted by vote of the City Council of the City of Ukiah when the whole shall have been completed satisfactorily. The Contractor shall notify the Engineer, in writing, of the completion of the work, whereupon the Engineer shall promptly, by personal inspection, satisfy himself as to the actual completion of the work in accordance with the terms of the contract and shall thereupon recommend acceptance by the City Council. 10-05. Final Estimate and Payment. The Engineer shall, as soon as practicable after the final acceptance of the work done under this contract, make a final estimate of the amount of work done thereunder and the value thereof. Such final estimate shall be signed by the Engineer, and after approval, the City shall pay or cause to be paid to the Contractor, in the manner provided by law, the entire sum so found to be due hereunder, after deducting therefrom all previous payments and such other lawful amounts as the terms of this contract prescribe. In no case will final payment be made in less than thirty -five (35) days after the filing of the notice of completion with the County Recorder. 10-06. Delay Payments. Should any payment due the Contractor or any estimate be delayed, through fault of the City beyond the time stipulated, such delay shall not constitute a breach of contract or be the basis for a claim for damages, but the City shall pay the Contractor interest on the amount of the payment at the rate of 6 percent per annum for the period of such delay. The terms for which interest will be paid shall be reckoned, in the case of any monthly or progress payment, from the twentieth day of the month next succeeding the month in which the work was performed to the date of payment of the estimate; and in the case of the final estimate, from the forty-fifth day after acceptance to the date of payment of the final estimate. The date of payment of any estimate shall be considered the day on which the payment is offered or mailed as evidenced by the records of the Treasurer of the City. If interest shall become due on any delayed payment, the amount thereof, as determined by the City, shall be added to a succeeding payment. If the interest shall become due on the final payment, it shall be paid on a supplementary voucher to interest or any sum or sums which, by the terms of this contract, the City is authorized to reserve or retain. 10-07. Extra Work and Work Omitted. Whenever corrections, alterations, or modifications of the work under this contract ordered by the Engineer and approved by the City increase the amount of work to be done, such added Page 291 of 457 URBAN CORE REHABILITATION 20 Spec No.23-07 work shall be known as "extra work"; and when such corrections, alterations, or modifications decrease the amount of work to be done, such subtracted work shall be known as "work omitted". When the Contractor considers that any changes ordered involve extra work, he or she shall immediately notify the Engineer in writing and subsequently keep him or her informed as to when and where extra work is to be performed and shall make claim for compensation therefor each month not later than the first day of the month following that in which the work claimed to be extra work was performed and he or she shall submit a daily complete statement of materials and labor used and expenses incurred on account of extra work performed, showing allocation of all materials, labor and expenses. All such claims shall state the date of the Engineer's written order and the date of approval by the City authorizing the work on account of which claim is made. Unless such notification is made in writing within the time specified and unless complete statements of materials used and expenses incurred on account of such extra work are furnished as above required, the Contractor shall not be entitled to payment on account of extra work and Contractor shall be deemed to have waived the right to make any future claims for compensation for such extra work. When changes decrease the amount of work to be done, they shall not constitute a claim for damages on account of anticipated profits on the work that may be omitted. 10-08. Compensation for Extra Work or Work Omitted. Whenever corrections, additions, or modifications in the work under this contract change the amount of work to be done or the amount of compensation due the Contractor, excepting increases or decreases in contract items having unit contract prices for each measurable quantity installed in place, and such changes have been ordered in writing by the Engineer and approved by the City prior to the Contractor performing the extra work, then a price may be agreed upon. Failing such an agreement in price, the Contractor shall be compensated for performing extra work pursuant to the provisions of Section 4-1.05 "Changes and Extra Work", and Section 9-1.04,"Force Account" of the Standard Specifications. This method of determining the price of work shall not apply to the performance of any work which is required or reasonably implied to be performed or furnished under this contract. 10-09. Compensation to the City for Extension of Time. In case the work called for under this contract is not completed within the time limit stipulated herein, the City shall have the right as provided hereinabove, to extend the time of completion thereof. If the time limit be so extended, the City shall have the right to charge to the Contractor and to deduct from the final payment for the work the actual cost to the City of engineering, inspection, superintendence and other overhead expenses which are directly chargeable to the contract and which accrue during the period of such extension, except that the cost of final unavoidable delays shall not be included in such charges. 10-10. Liquidated Damages for Delay. It is agreed by the parties to the contract that time is of the essence and that, in case all the work is not completed before or upon the expiration of the time limit as set forth, damage, other than those cost items identified in section 10-09, will be sustained by the City and that it is and will be impracticable to determine the actual amount of damage by reason of such delay; and it is therefore agreed that the Contractor will pay to the City the sum of five hundred dollars ($500.00) per day for each and every calendar day's delay beyond the time prescribed. SECTION 11. MISCELLANEOUS 11-01. Notice. Whenever any provision of the contract documents requires the giving of written notice, it shall be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. If mailed, the notice shall be deemed received on the date of delivery stated in the return receipt. 11-02. Computation of Time. When any period of time is referred to in the Contract Documents by days, it shall be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day shall be omitted from the computation. Page 292 of 457 URBAN CORE REHABILITATION 21 Spec No.23-07 11-03. Claims Procedure Required by Public Contract Code Section 9204. This section shall apply to any claim by the Contractor arising in connection with this project in accordance with Public Contract Code Section 9204. a. For purposes of this section "Claim" means a separate demand by the Contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following: (A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by the City under this contract. (B) Payment by the City of money or damages arising from work done by, or on behalf of, the Contractor pursuant to this contract and payment for which is not otherwise expressly provided or to which the Contractor is not otherwise entitled. (C) Payment of an amount that is disputed by the City. (A) Upon receipt of a claim pursuant to this section, the City shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the Contractor a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and the contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The Contractor shall furnish reasonable documentation to support the claim. (C) If the City needs approval from its governing body to provide the Contractor a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the City shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the City issues its written statement. If the City fails to issue a written statement, paragraph (3) shall apply. (2) (A) If the Contractor disputes the City's written response, or if the City fails to respond to a claim issued pursuant to this section within the time prescribed, the Contractor may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the City shall schedule a meet and confer conference within 30 days for settlement of the dispute. (B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the City shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the City and the Contractor sharing the associated costs equally. The City and Contractor shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. 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. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. Page 293 of 457 URBAN CORE REHABILITATION 22 Spec No.23-07 (D) Unless otherwise agreed to in writing by the City and the Contractor, the mediation conducted pursuant to this section shall excuse any further obligation under Public Contract Code Section 20104.4 to mediate after litigation has been commenced. (3) Failure by the City to respond to a claim from the Contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity's failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the Contractor. (4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum. (5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the Contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the Contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the Contractor shall notify the subcontractor in writing as to whether the Contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so. c. A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) the City may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section. 11-04. Litigation and Forum Selection. Contractor and City stipulate and agree that any litigation relating to the enforcement or interpretation of this contract, arising out of Contractor's performance or relating in any way to the work shall be brought in Mendocino County and that venue will lie in Mendocino County. Except as otherwise expressly provided by law, the parties waive any objections they might otherwise have to the propriety of jurisdiction or venue in the state courts in Mendocino County and agree that California law shall govern any such litigation. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto and, in particular but without limitation, the warranties, guaranties and obligations imposed upon the Contractor and all of the rights and remedies available to the City thereunder, shall be in addition to and shall not be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by law or contract, by special warranty or guaranty, or by other provisions of the contract documents and the provisions of this paragraph shall be as effective as if repeated specifically in the contract documents in connection with each particular duty, obligation, right and remedy to which they apply. All warranties and guaranties made in the contract document shall survive final payment and termination or completion of this contract. The City disclaims an express or implied warranty that the plans and specifications identify all site conditions that could affect the time or cost to complete the Work. 11-05. Waiver. The Contractor shall strictly comply with all notices and other contract requirements. Waiver by the City of any failure of the Contractor to comply with any term of the contract, including the notice provisions, shall not be deemed a waiver of a subsequent breach. Page 294 of 457 URBAN CORE REHABILITATION 23 Spec No.23-07 TECHNICAL SPECIFICATIONS SECTION 12. GENERAL INFORMATION 12-01. Location and Scope of Work. All of the work to be performed is within the City of Ukiah and generally consists of utility, roadway, and pedestrian improvements.The work to be performed is located along Perkins street from Main street to Pomeroy street, as well as along Gobbi Street from South Dora Street to South Orchard Avenue including portions along South Oak Street and South Main Street . The work to be performed is also located along Main street from Gobbi street to Norton street. Work includes, but is not limited to, demolition of sidewalks, curb and gutter, removal of water and sanitary sewer mains and service laterals, and cold planing the existing roadway surface; the work also includes the construction of new sidewalk, curb and gutter, curb return bulb-outs and accessible curb ramps, asphalt concrete overlay, new water and sanitary sewer mains and lateral services, storm drain modifications, and traffic signal installation. The Contractor should familiarize himself with the local conditions of the project sites. Failure to do so will in no way relieve him of the responsibility for performing any of the work or operations required as a part of this contract. Further information regarding the work or these specifications can be obtained from Seth Strader at (707) 467- 5719. 12-02. Arrangement of Technical Specifications. The Technical Specifications are arranged in sections covering the various phases of work as follows: Section No. Title 12 General Information 13 Construction Details (Special Provisions) 14 Exclusions from General Conditions 15 Amendments to General Conditions 12-03. Arrangement of Plans. General locations and linear quantities of the work are shown on the Plans. The Plans consist of one hundred forty three (143) sheets numbered 1 through 143(East Perkins 4-41, Gobbi Street 42- 96, Main Street 97-143) and they are hereby made a part of the Contract Documents. 12-04. Business Licenses. The Contractor and any subcontractors shall each secure and maintain a valid City of Ukiah Business License prior to the start of any portion of the work. 12-05. Permits. The Contractor shall provide, procure, and pay for all permits required to complete this work. The Contractor shall obtain an encroachment permit from the City of Ukiah Public Works Department at no cost prior to the start of the Work. The encroachment permit will not be issued until the Contract Agreement and bonds have been executed, submitted, and accepted by the City and all insurance endorsements have been submitted to and accepted by the City’s Risk Manager. 12-06. Standard Specifications and Standard Plans. The Standard Specifications and Standard Plans of the California State Department of Transportation 2018, are hereby made a part of these special provisions, and are hereinafter referred to as "Standard Specifications" and "Standard Plans." These special provisions specify the qualitative technical requirements of the project. Whenever in the Standard Specifications and the Standard Plans the following terms are used, they shall be understood to mean and refer to the following: Department of Transportation - The City Council. Director of Public Works - The City of Ukiah Director of Public Works/City Engineer. Engineer - The Engineer, designated by the City Council, acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties entrusted to them. Page 295 of 457 URBAN CORE REHABILITATION 24 Spec No.23-07 Laboratory - The designated laboratory authorized by the City of Ukiah and approved by Caltrans to test materials and work involved in the contract. State or Owner - The City of Ukiah Other terms appearing in the Standard Specifications and the Standard Plans shall have the intent and meaning specified in Section I, Definition of Terms of the Standard Specifications. In case of discrepancy between the contract documents, the order of precedence from the highest to lowest is as follows: 1. (City) Special Provisions 2. (City) Project Plans 3. City Standard Plans and Details 4. Standard Plans 5. Standard Specifications 12-07. Temporary Facilities. All temporary facilities are the responsibility of the Contractor. The removal of said facilities shall be the responsibility of the Contractor. The Contractor shall be responsible for any and all damages to existing facilities which are a result of the work. 12-08. Public Convenience and Safety. Attention is directed to Section 7-1.03, "Public Convenience," 7-1.04, "Public Safety" of the Standard Specifications. The Contractor shall conduct operations so as to cause the least possible obstruction and inconvenience to public traffic. The Contractor shall, at his or her expense, furnish such flag persons and furnish, erect, construct and maintain such fences, barriers, lights, signs, detours, pedestrian walkways, driveway ramps and bridging as may be necessary to give adequate warning to the public that work is in progress and that dangerous conditions exist, to provide access to abutting properties and to permit the flow of pedestrian and vehicular traffic to safely and expeditiously pass the work. 12-09. Maintaining Traffic. Attention is directed to Section 7-1.03, "Public Convenience," 7-1.04, "Public Safety," 12-1.01, “General,” and 12-3," Temporary Traffic Control Devices," of the Standard Specifications. Streets shall be open to through vehicular traffic during non-working hours. All public traffic shall be permitted to pass through the work with as little inconvenience and delay as possible. Access to abutting property, driveways and building entrances shall be maintained during the performance of the work. The Contractor is advised that commercial and residential businesses immediately abut the Project Area. The Contractor shall provide advance written notification of the work and of temporary closures of driveways to the abutting property owners or managers of the businesses at least 5 business days prior to the start of the Work or the temporary closure of the driveway to the respective business property. The format and content of the Notice by the Contractor shall be approved by the Engineer prior to its issuance to the public. The Contractor shall provide trench plates at driveways and left turn pockets after the trench and roadway excavation has been made at those particular locations. The Contractor shall maintain safe and accessible walkways to all business entrances within the Project Area for the duration of the project. Under no circumstances shall access to any business be blocked or closed without the written approval of the City and written consent of the business owner. 12.10. Stream Pollution. The Contractor shall exercise every reasonable precaution to prevent muddying or silting of live streams, and the Contractor's attention is called to the fact that the terms of this contract do not relieve him or her of responsibility for compliance with Sections 5650 and 12015 of the Fish and Game Code or other applicable statutes relating to pollution prevention or abatement. 12-11. Warranties. Unless otherwise indicated, the Contractor shall warrant all materials provided and work performed under this contract for a period of one (1) year from the date of final acceptance, except where longer warranties are specified herein. He shall replace promptly and at his own expense any materials and/or workmanship which fail during this warranty period. Page 296 of 457 URBAN CORE REHABILITATION 25 Spec No.23-07 12-12. Utilities. No water, sewer or electrical services will be provided by the owner. It is the Contractor's sole responsibility to arrange such services as necessary. 12-13. Dust Control. Dust control shall conform to the provisions of Section 18 “Dust Palliatives” of the Standard Specifications. Dust shall be managed at all active construction areas by water or use of a dust palliative at least twice daily and more often during hot or windy periods. The active construction areas adjacent to businesses and residential areas shall be kept damp at all times. Hauling trucks shall be covered and at least a two-foot freeboard shall be maintained. Unpaved access roads, parking areas for construction equipment and construction employee vehicles, staging areas, and storage areas shall be paved with hot mix asphalt or have a stabilized access in accordance with the details of TC-1, “Stabilized Construction Entrance/Exit,” of the Caltrans Construction Site Best Management Practices Manual or Standard Plan T58. Unpaved construction staging areas shall receive the application of either water twice daily or a dust palliative. All paved roads, parking areas, staging areas, storage areas, and public roads impacted by the work of the project shall be swept daily with street sweepers equipped with water spray to remove soil materials that have been deposited on these surfaces by reason of the work. The Contractor shall enclose, cover, or water twice daily or apply non-toxic soil stabilizers or install erosion control blankets to or on exposed stockpiles, embankment slopes, and cut slopes. Traffic speeds on unpaved surfaces shall be limited to a maximum speed of 15 mph . 12-14. Noise Control. The Contractor’s attention is directed to the provisions of Section 14-8.02, “Noise Control", of the Standard Specifications and Section 9.08, Saturday, Sunday, Holiday, and Night Work, of these General Conditions concerning the control of noise emissions and authorized work hours and days. Between 7:00 a.m. and 7:00 p.m., noise from Contractor’s operations shall not exceed limits established by applicable laws or regulations and in no event shall exceed 86 dB at a distance of 50 feet from the noise source. The Contractor shall notify all residents, businesses and property owners within a 500-foot radius of the construction site about the proposed construction schedule. The notification shall be in writing and it shall be developed by the Contractor and submitted to the City for approval a minimum of 5 working days prior to the proposed public notification. The City shall provide a Noise Disturbance Coordinator who shall be responsible for acting on any local complaints concerning the construction noise being generated by reason of the work of the project. The Contractor shall conspicuously post a telephone number for the Noise Disturbance Coordinator at the construction site and he shall include it in the construction schedule notice to be provided to the residents. The Noise Disturbance Coordinator shall investigate the noise complaint allegations and shall require the Contractor to implement reasonable measures to mitigate the noise level in accordance with the requirements of these General Conditions and of the Standard Specifications. The Contractor shall locate all stationary noise generating construction equipment such as air compressors and generators as far as practical from the nearby residences and other noise sensitive land uses. The noise source shall be acoustically shielded when practical. The Contractor shall prohibit unnecessary idling of internal combustion engines. 12-15. Watering. The application of water shall be performed in accordance with the provisions of Section 18, “Dust Palliatives,” of the Standard Specifications except as modified by these Special Provisions. The Contractor is advised that water may be obtained from fire hydrants within the Project Area under permit with the City’s Public Utilities Department and upon the payment of a meter deposit. Permit application and inquiry as to the water usage fees are to be made at Public Utilities Department-Water Division Building within the City’s Corporation Yard located at 1320 Airport Road, (707) 463-6200. 12-16. Preconstruction Conference. A preconstruction conference shall be held before any work will be allowed to commence. This meeting will cover inspection, schedule for work and among other items, the responsibilities and procedures of each of the interested parties to assure that the project will be completed in accordance with the contract documents. Page 297 of 457 URBAN CORE REHABILITATION 26 Spec No.23-07 12-17. Progress Schedule. Progress schedules will be required for this contract and shall conform to the provisions in Section 8-1.02D, "Level 3 Critical Path Method Schedule," of the Standard Specifications. Critical Path Method (CPM) schedules shall be prepared using Microsoft Project software, or an equivalent software application approved by the Engineer. After baseline schedule is accepted by the Engineer, Contractor shall update and submit the CPM schedule to Engineer for review every 2 calendar weeks. 12-18. Progress Meetings. The Engineer shall schedule, arrange and conduct progress meetings. These meetings shall be conducted once per week, or as mutually agreed by Contractor and City, and shall be attended by the Contractor’s superintendent and representatives of all subcontractors, utilities, and others, who are active in the execution of the Work. The purpose of these meetings shall be to review the Contractor’s CPM schedule, resolve conflicts, and in general, coordinate and expedite the execution of the Work. Engineer will make arrangements for meetings, prepare agenda with copies for participants, preside at meetings and record the meeting minutes. 12-19. Safety Requirements. The Contractor shall comply with all pertinent provisions of the Department of Labor "Safety and Health Regulations for Construction (29 FCS Part 1518, 36 CFR 7340)", with additions or modifications thereto, in effect during construction of this project. 12-20. Public Notification. The Contractor shall be responsible for all public notification regarding construction work, including detours, lane and street closures, hours of operations, and notification of affected commercial businesses and residences within 1000 feet of the construction. For any business impacted by construction, the Contractor shall provide adequately sized on-site signage indicating that businesses are open during construction. The Contractor shall prepare public noticing via the newspaper, radio announcements, notification of the emergency vehicle agencies, public transit, Ukiah Unified School District, Ukiah Municipal Airport. At a minimum, Gobbi Street, Dora Street, Court Street, Oak Street, State Street, Main Street, Gobbi Street, Porzio Lane, Marshall Street, Village Circle, Waugh Lane, Leslie Street, and Orchard Avenue will be affected by potential detours and street closures, with recommended alternate routes of travel. Access will be restricted to businesses and residents only during construction closures. Location of street closures signage shall be positioned to give motorists the ability to use alternate routes prior to coming to a dead-end road closed for construction. All proposed detours, closures and traffic control methods shall be submitted to the Engineer for approval prior noticing to the public. All public noticing shall be performed a minimum of one (1) calendar week prior to instituting traffic control, and lane or street closures. The tentative construction schedule shall be included in the public noticing, and the use of temporary traffic signalization of intersections shall be noted. The Contractor shall submit all public notice language to the City Engineer for approval prior to publication of notices. All road closures, detour routes, and traffic control including temporary lane closure plans shall be submitted by the Contractor to the City Engineer for approval prior to public noticing and use. Page 298 of 457 URBAN CORE REHABILITATION 27 Spec No.23-07 SECTION 13 - CONSTRUCTION DETAILS STANDARD PLAN LIST The following Standard Plans are incorporated by reference: A3A A3B A3C A10A A10B A10C A10D A10E A10F A10G A20A A20B A20D A24A A24C A24D A24F A24G A88A ES-8A ORGANIZATION Special provisions are under headings that correspond with the main-section headings of the Standard Specifications. A main-section heading is a heading shown in the table of contents of the Standard Specifications. Each special provision begins with a revision clause that describes or introduces a revision to the Standard Specifications as revised by any revised standard specification. Any paragraph added or deleted by a revision clause does not change the paragraph numbering of the Standard Specifications for any other reference to a paragraph of the Standard Specifications. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ DIVISION I GENERAL PROVISIONS 1 GENERAL No Changes ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 2 BIDDING No Changes ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 3 CONTRACT AWARD AND EXECUTION Add to section 3-1.06: The Contractor and any subcontractors shall each secure and maintain a valid City of Ukiah Business License prior to the start of any portion of the work. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 4 SCOPE OF WORK Replace section 4-1.03with: The work involves utility, transportation, and pedestrian improvements on Perkins street from Main street to Pomeroy street, as well as along Gobbi Street from South Dora Street to South Orchard Avenue including portions along South Oak Street and South Main Street. The work to be performed is also located along Main street from Gobbi street to Norton street. Work includes, but is not limited to, demolition of sidewalks, curb and gutter, water and sanitary sewer mains and service laterals, cold planing the existing roadway surface, construction of new curb and gutter, sidewalks, bulb-outs and accessible curb ramps, driveways, asphalt overlay, water and sanitary sewer mains and service laterals, storm drain modifications, striping and signing improvements, and traffic signal improvements. Page 299 of 457 URBAN CORE REHABILITATION 28 Spec No.23-07 ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 5 CONTROL OF WORK Add to section 5-1.20A: During the progress of the work under this Contract, work under the following contracts may be in progress at or near the job site of this Contract: Coincident or Adjacent Contracts City Contract No. City–Route–Post Mile Location Type of work 2021-179 State Street from Norton Street to Henry Street and from Mill Street to Cherry Street Ukiah, CA Transportation and pedestrian improvements, utility replacement Replace section 5-1.26 with: Construction surveying including horizontal and vertical control and construction staking shall be the responsibility of the Contractor. Vertical and horizontal control is to be established from the existing Control Points established by the City and shown on the Plans. Vertical Control Points are shown on the Plans. Prior to the start of excavation work, the Contractor will be required to pothole existing utilities and other underground piping for the purpose of verifying location and depth a minimum of five (5) working days in advance of excavation. The limited utility information indicated on the Plans reflects a baseline sampling of potential utility conflicts identified during the design of the project. The Contractor is responsible for potholing at these locations at a minimum. Additional utility location efforts may be required by the Contractor to positively locate all utilities impacted by the project. As a part of the Work, the Contractor will be responsible for performing all survey and construction layout work and performing testing and quality control work. Add to section 5-1.36A: All temporary facilities are the responsibility of the Contractor and the removal of said facilities shall be the responsibility of the Contractor. The Contractor shall be responsible for any and all damages to existing facilities which are a result of the installation and removal of the Contractor’s temporary facilities. The City will not arrange temporary water, sewer or electrical services for construction. It is the Contractor's sole responsibility to arrange such services as necessary with the applicable utility provider(s). ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 6 CONTROL OF MATERIALS Add to section 6-2.01A: The Contractor shall be responsible for controlling the quality of the materials incorporated into the work and of the work perfor med. The City shall perform material sampling and testing to verify the work meets the specified quality requirements (Quality Assurance). The City will perform soil and aggregate sampling and testing using an independent testing laboratory firm licensed to perform such tests. Other required sampling and testing may be performed by the City’s independent laboratory certified to perform the type of sampling and testing assigned to or requested of them. Should any City performed test result indicate a non-compliance with the requirements of the Contract Documents, the Contractor shall remove and reconstruct or rework the non-complying portion of work at no additional cost to the City. All reconstructed and reworked items of work shall be tested at the Contractor’s expense in the same manner as required for the initial work at no additional cost to the City. Prior to any removal, reconstruction or rework of any work item already incorporated into the project, the Contractor shall first obtain the approval of the Engineer as to the Contractor’s proposed meth ods for removal, reconstruction or rework. Examples of Quality Control material tests required by the Contractor on this project include, but are not limited to, compaction and gradation of aggregate base, Portland cement concrete and hot mix asphalt, compaction on roadway subgrade, and gradation & durability on aggregate materials. Page 300 of 457 URBAN CORE REHABILITATION 29 Spec No.23-07 The City reserves the right to test, at its own cost, any item of work that has been tested by the Contractor and any independent testing performed by the City shall not relieve the Contractor of his responsibility for sampling, testing, reporting and overall quality control required by the Contract Documents. Should any independent tests performed by the City indicate non-compliance with the Contract Documents, upon notice of the Engineer, the Contractor shall retest that portion of the work not in compliance to the independent test. The City will closely monitor the Contractor’s retest. Should the Contractor’s retest indicate compliance with the Contract Documents, the direct costs related to the retest shall be paid as extra work pursuant to the provisions provided in Section 9 of the Standard Specifications. Should the Contractor’s retest indicate non-compliance, the Contractor shall remove, reconstruct, or rework the non-com plying portion of work and the cost of the replacement work and retest shall be borne by the Contractor. The Contractor shall be responsible for all material and functional testing required for all electrical, lighting and traffic signal equipment as required by the Standard Specifications. Full compensation for performing all sampling, testing, reporting, retesting, if required, and overall quality control shall be considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed therefor. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC Add to section 7-1.03: The Contractor shall conduct operations so as to cause the least possible obstruction and inconvenience to public traffic and businesses. The Contractor shall, at his or her expense, furnish such flag persons and furnish, erect, construct and maintain such fences, barriers, lights, signs, detours, pedestrian walkways, driveway ramps and bridging as may be necessary to give adequate warning to the public that work is in progress and that dangerous conditions exist, to provide access to abutting properties and to permit the flow of pedestrian and vehicular traffic to safely and expeditiously pass through the work. Add to section 7-1.04: The Contractor shall comply with all pertinent provisions of the Department of Labor "Safety and Health Regulations for Construction (29 FCS Part 1518, 36 CFR 7340)", with additions or modifications thereto, in effect during construction of this project. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 8 PROSECUTION AND PROGRESS Add to section 8-1.02D(1): Level 3 Critical Path Method (CPM) Progress schedule will be required for this contract and shall conform to the provisions in Section 8-1.02D, "Level 3 Critical Path Method Schedule," of the Standard Specifications. After baseline schedule is accepted by the Engineer, Contractor shall update and submit CPM schedule to Engineer for review every 2 calendar weeks. Progress schedule will be paid for as described in Section 8-1.02D(10). Replace section 8-1.02E with: The Engineer shall schedule, arrange and conduct progress meetings. These meetings shall be conducted once per week, or as mutually agreed by Contractor, City and Caltrans, and shall be attended by the Contractor’s superintendent and representatives of all subcontractors, utilities, and others, who are active in the execution of the Work. The purpose of these meetings shall be to review the Contractor’s CPM schedule, resolve conflicts, and in general, coordinate and expedite the execution of the Work. Engineer will make arrangements for meetings, prepare agenda with copies for participants, preside at meetings and record the meeting minutes. Replace section 8-1.03 with: A preconstruction conference will be held before any work will be allowed to commence. This meeting will cover inspection, work schedule, and among other items, the responsibilities and procedures of each of the interested parties to assure that the project will be completed in accordance with the contract documents. Engineer will prepare and distribute an agenda for the preconstruction conference. Page 301 of 457 URBAN CORE REHABILITATION 30 Spec No.23-07 Add to section 8-1.04B: The Contractor shall obtain and pay for all permits required to complete this work except the required City of Ukiah encroachment permit for work within the City right-of-way. The Contractor shall obtain an encroachment permit from the City of Ukiah Public Works Department at no cost prior to the start of the Work. The encroachment permit will not be issued until the Contract Agreement and bonds have been executed, submitted, and accepted by the City and all insurance endorsements have been submitted to and accepted by the City’s Risk Manager. Replace "Reserved" in section 8-1.04C with: Physical work on the site shall not commence until a “No Fee” encroachment permit is issued by the City of Ukiah to the Contractor. Do not start job site activities until the City authorizes or accepts your submittal for: 1. Construction Staging and Traffic Control Plan 2. Traffic signal equipment Submit these items, submittals for other long lead-time items, within five (5) days after Notice to Proceed has been issued. Do not start other job site activities until all the submittals from the above list are authorized or accepted and the following information is received by the Engineer: 1. Notice of Materials To Be Used form. 2. Written statement from the vendor that the order for the sign panels has been received and accepted by the vendor. The statement must show the dates that the materials will be shipped. 3. Written statement from the vendor that the order for electrical material has been received and accepted by the vendor. The statement must show the dates that the materials will be shipped. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 9 PAYMENT Add section 9-1.18: 9-1.18A Payment Item Descriptions Payment for Mobilization, Demobilization and Final Cleanup will be made in two (2) equal payments at the lump sum (LS) allowance in the Bid Schedule, which price shall constitute full compensation for all such work. The scope of work for mobilization shall include, but not limited to, obtaining all bonds, insurance and permits, moving onto the site of all plant and equipment, submittal and approval of a schedule of values for lump sum items, and obtaining approval for all shop drawings and materials for signal equipment. Payment for demobilization and final cleanup shall occur when all required items per the Contract are fulfilled and the site is free of equipment and clean and ready for use by the public. The bid amount for Mobilization, Demobilization and Final Cleanup items shall not exceed 2.5% of the total construction contract base bid price. Full compensation for furnishing, placing, maintaining, and removing the Traffic Control System will be paid for at the contract lump sum (LS) price, which price shall include furnishing all labor, materials, tools, equipment and incidentals for doing all work involved in furnishing traffic control system required for direction of public vehicular and pedestrian traffic through or around the work, including preparation and implementation of the traffic control plans, pedestrian routing plans, maintaining access to businesses, noticing, temporary facilities including temporary lighting, traffic control equipment, flaggers, signs, striping , walkways, plates, barriers, and temporary pavement marker tabs, and all other pedestrian and vehicular traffic control requirements as required or specified in these Construction Details, and no additional allowances will be made therefor. Full compensation for preparation, implementation and maintenance of Storm Water Pollution Prevention Plan (SWPPP) and conforming to the requirements of this section shall be paid for at the contract lump sum(LS) price, which price shall include full compensation for furnishing all labor, materials, tools and equipment for doing all work Page 302 of 457 URBAN CORE REHABILITATION 31 Spec No.23-07 involved in the preparation, submission, approval, implementation, maintenance, revising and amending of the approved SWPPP as specified herein, including CSMRP, REAP, site inspection reports and storm water annual report, and no additional allowance will be made therefor. The Engineer will retain an amount equal to 25 percent of the estimated value of the contract work performed during estimate periods in which the Contractor fails to conform to the requirements of this section "Storm Water Pollution Prevention Plan" as determined by the Engineer. Retentions for failure to conform to the requirements of this section "Water Pollution Control" shall be in addition to the other retentions provided for in the contract. The amounts retained for failure of the Contractor to conform to the requirements of this section will be released for payment on the next monthly estimate for partial payment following the date that a SWPPP has been implemented and maintained, and water pollution is adequately controlled, as determined by the Engineer. Full compensation for Remove Thermoplastic Traffic Marking will be measured and paid for at the contract unit price per square foot (SF) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in removal of paint and thermoplastic traffic markings and legends, including handling, removal, and disposal of grinding or cold planing residue that is a nonhazardous waste, as specified in these Construction Details and as shown on the Plans, and no additional allowances will be made therefor. Area measurements will include stripes 12 inches in width or more. Markings located within pavement removal and conform grinding limits shall be considered as included in those items, and no additional allowances will be made therefor. Full compensation for Roadway Excavation will be measured and paid for at the contract unit price per square foot (SF) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing roadway down to subgrade, including but not limited to, saw cutting, removal of asphalt concrete, removal of sand and base rock, excavation, stockpiling removed materials, hauling and disposal of removed materials, cleaning of materials, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Remove Concrete (Curb) will be measured and paid for at the contract unit price per linear foot (LF) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing concrete vertical curb including but not limited to saw cutting, removal of concrete, sand and base rock, excavation, stockpiling removed materials, hauling and disposal of removed materials, cleaning of materials, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Remove Concrete (Curb and Gutter) will be measured and paid for at the contract unit price per linear foot (LF) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing concrete curb and gutter including but not limited to saw cutting, removal of concrete, sand and base rock, excavation, stockpiling removed materials, hauling and disposal of removed materials, cleaning of materials, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Remove Concrete (Median Curb) will be measured and paid for at the contract unit price per linear foot (LF) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing concrete median curb including but not limited to saw cutting, removal of concrete, sand and base rock, excavation, stockpiling removed materials, hauling and disposal of removed materials, cleaning of materials, and all other related work as specified in these Construction Details and as shown on the Plans, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Remove Concrete (Sidewalk) will be measured and paid for at the contract unit price per square foot (SF) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing concrete sidewalk, pedestrian ramps and driveways, including but not limited to saw cutting, removal of concrete, sand and base rock, excavation, stockpiling removed materials, hauling and disposal of removed materials, cleaning of materials, and all other Page 303 of 457 URBAN CORE REHABILITATION 32 Spec No.23-07 related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Remove Concrete (Valley Gutter) will be measured and paid for at the contract unit price per square foot (SF) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing concrete valley gutters, including but not limited to saw cutting, removal of concrete and reinforcing, sand and base rock, excavation, stockpiling removed materials, hauling and disposal of removed materials, cleaning of materials, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Remove Roadside Sign will be measured and paid for at the contract unit price per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in removal and disposal of existing roadside signs, including but not limited to poles , sign panels, foundations, excavation, backfill, metal posts, hardware, and concrete footings, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Relocate Roadside Sign will be measured and paid for at the contract unit price per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in removal, salvation, and relocation of existing roadside signs, including but not limited to poles, sign panels, foundations, excavation, backfill, metal posts, hardware, and concrete footings, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Remove Railroad Crossing will be measured and paid for at the contract lump sum (LS) price and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in removal, salva tion, and disposal of existing railroad rails and signal crossing infrastructure, including but not limited to rails, rail joints, concrete panels, crossing signals, crossing arms, signs, foundations, excavation, backfill, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Remove Water Main will be measured and paid for at the contract unit price per linear foot (LF) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing water main piping, including but not limited to removal of existing asphalt concrete pavement, base, sub-base, subgrade, pipe bedding material, water main piping, pipe fittings, valves, trenching and shoring, stockpiling removed materials, hauling and disposal of removed materials , placement and compaction of backfill materials and trench resurfacing, cleaning of materials, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Remove Water Service will be measured and paid for at the contract unit price per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing water service, including but not limited to removal of existing asphalt concrete pavement, curb and gutter, sidewalk, base, sub-base, subgrade, pipe bedding material, water lateral piping, meter and meter box, pipe fittings, trenching and shoring, stockpiling removed materials, hauling and disposal of removed materials, placement and compaction of backfill materials and trench resurfacing, cleaning of materials, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Remove Fire Hydrant and Lateral Assembly will be measured and paid for at the contract unit price per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing fire hydrant and lateral, including but not limited to removal of existing asphalt concrete pavement, base, sub-base, subgrade, pipe bedding material, fire hydrant, gate valve, riser and bury, water lateral piping, pipe fittings, trenching and shoring, stockpiling removed materials, hauling and disposal of removed materials, cleaning of materials, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Page 304 of 457 URBAN CORE REHABILITATION 33 Spec No.23-07 Full compensation for Remove Sanitary Sewer Main will be measured and paid for at the contract unit price per linear foot (LF) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing sanitary sewer main piping, including but not limited to removal of existing asphalt concrete pavement, base, sub-base, subgrade, pipe bedding material, sanitary sewer main piping, pipe fittings, trenching and shoring, stockpiling removed materials, hauling and disposal of removed materials, placement and compaction of backfill materials and trench resurfacing, cleaning of materials, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Remove Sanitary Sewer Service will be measured and paid for at the contract unit price per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing sanitary sewer service, including but not limited to removal of existing asphalt concrete pavement, curb and gutter, sidewalk base, sub-base, subgrade, pipe bedding material, sanitary sewer lateral piping and cleanout, pipe fittings, trenching and shoring, stockpiling removed materials, hauling and disposal of removed materials, placement and compaction of backfill materials and trench resurfacing, cleaning of materials, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer , and no additional allowances will be made therefor. Full compensation for Remove Sanitary Sewer Manhole will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all the work involved in removing and disposing of the existing sanitary sewer manhole, including base material, pipe connections, risers and covers, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer , and no additional allowances will be made therefor. Full compensation for Remove Storm Drain Pipe will be measured and paid for at the contract unit price per linear foot (LF) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing storm drain piping, including but not limited to removal of existing asphalt concrete pavement, curb and gutter, sidewalk, base, sub-base, subgrade, pipe bedding material, storm drain piping and pipe fittings, trenching and shoring, stockpiling removed materials, hauling and disposal of removed materials, placement and compaction of backfill materials and trench resurfacing, cleaning of materials, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Remove Storm Drain Inlet will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all the work involved in removing and disposing of the existing storm drain inlet, including base material, pipe connections, risers and covers, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Remove Tree shall be paid for at the contract price per each (EA) for tree removal which shall include full compensation for furnishing all labor, materials, tools, equipment, for removal of trees and capping of existing irrigation facilities serving the tree to be removed that conflict with the proposed improvements and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Adjust Existing Manhole Cover to Grade (Roadway) will be measured and paid for at the contract unit price per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in adjusting existing and proposed manhole covers to new finish grades, including but not limited to excavation, backfill, concrete, grade rings, debris platforms, cleaning, asphalt or concrete pavement and mortar throughout the project limits and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Lowering manhole covers prior to cold planing/grinding shall be measured and paid for under “Asphalt Concrete 2-Inch Cold Planing/Grinding”. Full compensation for Adjust Existing Valve/Cleanout/Detector Cover to Grade (Roadway) will be measured Page 305 of 457 URBAN CORE REHABILITATION 34 Spec No.23-07 and paid for at the contract unit price per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in adjusting existing and proposed valve covers and sanitary sewer cleanout covers to new finish grades, including but not limited to excavation, backfill, concrete, grade rings, debris platforms, cleaning, asphalt or concrete pavement and mortar throughout the project limits, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Lowering valve and cleanout covers prior to cold planing/grinding shall be paid for under “Asphalt Concrete 2-Inch Cold Planing/Grinding”. Full compensation for Adjust Existing Monument Well Cover to Grade (Roadway) will be measured and paid for at the contract unit price per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in adjusting existing monument well covers to new finish grades, including but not limited to excavation, backfill, concrete, grade rings, debris platforms, cleaning, asphalt or concrete pavement and mortar throughout the project limits , and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Lowering monument well covers prior to cold planing/grinding shall be measured and paid for under “Asphalt Concrete 2-Inch Cold Planing/Grinding”. Full compensation for Adjust Existing Valve/Cleanout Cover to Grade (Sidewalk) will be measured and paid for at the contract unit price per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in adjusting existing utility and box covers in sidewalk areas to new finish grades, including but not limited to excavation, backfill, concrete, grade rings, debris platforms, cleaning, concrete pavement and mortar throughout the project limits , and all other related work as specified in these Construction Details and as shown on the Plans, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Adjust Existing Utility Box to Grade (Sidewalk) will be measured and paid for at the contract unit price per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in adjusting existing utility and box covers in sidewalk areas to new finish grades, including but not limited to excavation, backfill, concrete, grade rings, debris platforms, cleaning, concrete pavement and mortar throughout the project limits, and all other related work as shown on the Plans and specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Adjust Existing Utility Vault to Grade (Sidewalk) will be measured and paid for at the contract unit price per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in adjusting existing utility and vault lids in sidewalk areas to new finish grades, including but not limited to excavation, backfill, concrete, grade rings, debris platforms, cleaning, concrete pavement and mortar throughout the project limits, and all other related work as shown on the Plans and specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Class II Aggregate Base will be measured and paid for at the contract unit price per ton (TON), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work associated with aggregate base for minor concrete, new asphalt concrete roadway, and trench patching, including but not limited to, transporting, stockpiling, placing, levelling, compacting , and all incidentals, and all other related work as shown on the Plans and specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Minor Concrete (Curb) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing vertical retaining curbs complete in place, including formwork, expansion joints, scoring, and all incidentals, as shown on the Plans and specified in these Construction Details, and no additional allowances will be made therefor. Full compensation for Minor Concrete (Curb and 18” Gutter) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing curb and gutter complete in place, including formwork, expansion joints, scoring, and all incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor. Page 306 of 457 URBAN CORE REHABILITATION 35 Spec No.23-07 Full compensation for Minor Concrete (Curb and 18” Gutter) – Main Street will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all the work involved in constructing curb and gutter in place complete as herein specified, including but not limited to, removal of existing curb and gutter (if required), excavation, sawcutting, portland cement concrete, forms, furnishing and placing backfill, compaction, furnishing and placing Class 2 aggregate base cushion, furnishing and placing expansion joint filler, constructing weakened plane joints, furnishing and applying curing materials, sealing, removing discoloration, depressions and thickening for pedestrian ramps and driveways, conforming to existing curb and gutter, conforming to existing curb and gutter, doweling, and any other work necessary to construct curb and gutter not specifically enumerated in the Plans or Specifications, and no additional allowance will be made therefor. Full compensation for Minor Concrete (Curb and 24” Gutter) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing curb and gutter complete in place, including formwork, expansion joints, scoring, and all incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor. Full compensation for Minor Concrete (Curb and 24” Gutter) – Main Street will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all the work involved in constructing curb and gutter in place complete as herein specified, including but not limited to, removal of existing curb and gutter (if required), excavation, saw- cutting, portland cement concrete, forms, furnishing and placing backfill, compaction, furnishing and placing Class 2 aggregate base cushion, furnishing and placing expansion joint filler, constructing weakened plane joints, furnishing and applying curing materials, sealing, removing discoloration, depressions and thickening for pedestrian ramps and driveways, conforming to existing curb and gutter, conforming to existing curb and gutter, doweling, and any other work necessary to construct curb and gutter not specifically enumerated in the Plans or Specifications, and no additional allowance will be made therefor. Full compensation for Minor Concrete (Median Curb) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing median curbs complete in place, including formwork, expansion joints, scoring, and all incidentals, as shown on the Plans and specified in these Construction Details, and no additional allowances will be made therefor. Full compensation for Minor Concrete (Sidewalk) will be measured and paid for at the contract unit price per square foot (SF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing sidewalk s complete in place, including setting and verification of grade, placing and finishing concrete, retaining curbs behind sidewalks, expansion joints, scoring and broom finish, and all incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor. Full compensation for Minor Concrete (Sidewalk) – Main Street will be measured and paid for at the contract unit price per square foot (SF), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all the work involved in constructing sidewalk (including curb ramps and vertical curbs at the curb ramps ) in place complete as herein specified, including but not limited to, removal of existing concrete and pavers (if required), excavation, saw-cutting, portland cement concrete, forms, grooving, furnishing and placing backfill, compaction, broom finish, furnishing and placing Class 2 aggregate base cushion, furnishing and placing expansion joint filler, constructing weakened plane joints, furnishing and applying curing materials, sealing, removing discoloration, vertical curbs at curb ramps, landscape repair, conforming to adjacent elevations and sidewalks, doweling, and any other work necessary to construct sidewalk not specifically enumerated in the Plans or Specifications, and no additional allowance will be made therefor. Full compensation for Minor Concrete (Curb Ramp) will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing curb ramps including setting and verification of grade, furnishing and placing concrete, installing truncated dome detectable warning surface, expansion joints and broom finish and all other incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor. The work limits for Minor Concrete (Curb Ramp) shall include all concrete work up to the sidewalk border. Sidewalk area outside of the ramp will be paid for under Minor Concrete (Sidewalk). Page 307 of 457 URBAN CORE REHABILITATION 36 Spec No.23-07 Full compensation for Minor Concrete (Cobble Non-Walkable Surface) – Main Street will be measured and paid for at the contract unit price per square foot (SF), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all the work involved in minor concrete, cobbles in place complete as herein specified, including but not limited to, excavation, saw -cutting, portland cement concrete, doweling to existing, forms, reinforcing, furnishing and placing backfill, compaction, furnishing and placing Class 2 aggregate base cushion, furnishing and placing expansion joint filler, constructing weakened plane joints, furnishing and applying curing materials, cobbles, removing discoloration, and any other work necessary to construct sidewalk not specifically enumerated in the Plans or Specifications, and no additional allowance will be made therefore. Full compensation for Minor Concrete (Valley Gutter) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing valley gutter complete in place, including formwork, expansion joints, scoring, and all incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor. Full compensation for Minor Concrete (Valley Gutter) – Main Street will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all the work involved in constructing removal of existing concrete, excavation, saw- cutting, portland cement concrete, forms, furnishing and placing backfill, compaction, furnishing and placing Class 2 aggregate base cushion, reinforcement, furnishing and placing expansion joint filler, constructing weakened plane joints, furnishing and applying curing materials, sealing, removing discoloration, conforming to adjacent elevations, doweling, and any other work necessary to construct driveways not specifically enumerated in the Plans or Specifications, and no additional allowance will be made therefor. Full compensation for Vehicular Concrete will be measured and paid for at the contract unit price per square foot (SF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing vehicular concrete complete in place, including setting and verification of grade, reinforcing, placing and finishing concrete, expansion joints, scoring, and all incidentals, as shown on the Plans and specified in these Construction Details, and no additional allowances will be made therefor. Full compensation for Fiber Reinforced Asphalt Concrete will be measured and paid for at the contract unit price per ton (TON), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all work involved in placing the fiber reinforced asphalt concrete surface, including tack coat, and no additional allowance will be made therefor. No adjustments in payment will be made for fluctuations in the cost of asphaltic materials. Full compensation for Asphalt Concrete 2-Inch Cold Planing/Grinding will be measured and paid for at the contract unit price per square yard (SY) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the asphalt concrete cold planing and grinding along the corridor, including but not limited to, removal of striping and markings within conform grind limits, lowering utility covers, excavation and stockpiling of removed materials, hauling and disposal of removed materials, cleaning of materials, furnishing the asphalt concrete for and constructing, maintaining, removing and disposing of temporary asphalt concrete tapers and generally preparing surface for asphalt concrete pavement, as specified in these Construction Details, as shown on the Plans, and directed by the Engineer and no additional allowances will be made therefor. Full compensation for Asphalt Concrete 3-Inch Cold Planing/Grinding will be measured and paid for at the contract unit price per square yard (SY) and shall include full compensation for furnishing all labor, materials, tools, equipment, and any incidentals for performing all work involved in the asphalt concrete cold planing and grinding along the corridor, including but not limited to, removal of striping and markings within conform grind limits, lowering utility covers, excavation and stockpiling of removed materials, hauling and disposal of removed materials, cleaning of materials, furnishing the asphalt concrete for and constructing, maintaining, removing and disposing of temporary asphalt concrete tapers and generally preparing surface for asphalt concrete pavement, as specified in these Construction Details, as shown on the Plans, and directed by the Engineer and no additional allowances will be made therefor. Full compensation for Asphalt Concrete 2-Inch Overlay will be measured and paid for at the contract unit price per ton (TON) and shall include full compensation for furnishing all labor, materials, tools, equipment and any incidentals for performing all work involved in the asphalt concrete overlay along the corridor, including but not limited to, surface preparation, tack coat, asphalt concrete placement, and hauling and disposal of materials, Page 308 of 457 URBAN CORE REHABILITATION 37 Spec No.23-07 cleaning of materials, and other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Asphalt Concrete 3-Inch Overlay will be measured and paid for at the contract unit price per ton (TON) and shall include full compensation for furnishing all labor, materials, tools, equipment and any incidentals for performing all work involved in the asphalt concrete overlay, including but not limited to, surface preparation, tack coat, asphalt concrete placement, hauling and disposal of materials, cleaning of materials, and other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Asphalt Concrete 12-Inch Digout will be measured and paid for at the contract unit price per ton (TON) and shall include full compensation for furnishing all labor, materials, tools, equipment and any incidentals for performing all work involved in the asphalt concrete roadway digout, including but not limited to, saw cutting, removal of asphalt concrete, excavation, stockpiling removed materials, hauling and disposal of removed materials, cleaning of materials, preparation of subbase or subgrade, tack coat, asphalt concrete placement, and other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Asphalt Concrete 12” Full Depth Conform will be measured and paid for at the contract unit price per ton (TON) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the asphalt concrete conforms, including but not limited to subbase or subgrade preparation, tack coat, asphalt concrete placement, and other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer and no additional allowances will be made therefor. Full compensation for Asphalt Concrete Roadway will be measured and paid for at the contract unit price per ton (TON) and shall include full compensation for furnishing all labor, materials, tools, equipment, and any incidentals for doing all the work involved in furnishing and installing the asphalt concrete roadway, including but not limited to, subbase preparation, asphalt concrete placement, tack coat, hauling and disposal of materials, cleaning of materials, and other related work as shown on the Plans and specified in the Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Structural Paving Grid will be measured and paid for at the contract unit price per square yard (SY) and shall include full compensation for furnishing all labor, materials, tools, equipment, and any incidentals for doing all the work involved in furnishing and installing the structural paving grid, including but not limited to, surface cleaning and preparation, adhesive, and other related work as shown on the Plans and specified in the Construction Details, as stated in the Standard Specifications and as designated by the Engineer , and no additional allowances will be made therefor. Full compensation for Domestic Water Main (6-Inch, PC235) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in furnishing and installing the domestic water main including all pipe fittings and valves, thrust blocks and pipe restraints, as shown on the plans, complete in place, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; temporary connections; connecting to new or existing pipe, valves, or fittings; trenching, shoring, and backfilling; dewatering; ground water disposal; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowance will be made therefor. Full compensation for Domestic Water Main (8-Inch, PC235) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in furnishing and installing the domestic water main including all pipe fittings and valves, thrust blocks and pipe restraints, as shown on the plans, complete in place, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; temporary connections; connecting to new or existing pipe, valves, or fittings; trenching, shoring, and backfilling; dewatering; ground water disposal; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowance will be made therefor. Page 309 of 457 URBAN CORE REHABILITATION 38 Spec No.23-07 Full compensation for Domestic Water Main (10-Inch, PC235) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in furnishing and installing the domestic water main including all pipe fittings and valves, thrust blocks and pipe restraints, as shown on the plans, complete in place, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; temporary connections; connecting to new or existing pipe, valves, or fittings; trenching, shoring, and backfilling; dewatering; ground water disposal; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowance will be made therefor. Full compensation for Domestic Water Main (12-Inch, PC235) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in furnishing and installing the domestic water main including all pipe fittings, as shown on the plans, complete in place, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; temporary connections; connecting to new or existing pipe, valves, or fittings; trenching, shoring, and backfilling; dewatering; ground water disposal; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowance will be made therefor. Full compensation for Domestic Water Main (6-Inch, PC305) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in furnishing and installing the domestic water main including all pipe fittings and valves, thrust blocks and pipe restraints, as shown on the plans, complete in place, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; temporary connections; connecting to new or existing pipe, valves, or fittings; trenching, shoring, and backfilling; dewatering; ground water disposal; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowance will be made therefor. Full compensation for Domestic Water Main (8-Inch, PC305) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in furnishing and installing the domestic water main including all pipe fittings and valves, thrust blocks and pipe restraints, as shown on the plans, complete in place, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; temporary connections; connecting to new or existing pipe, valves, or fittings; trenching, shoring, and backfilling; dewatering; ground water disposal; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowance will be made therefor. Full compensation for Domestic Water Service (1-Inch) and Meter (3/4-Inch) will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in furnishing and installing the domestic water service and including all pipe fittings, as shown on the plans, complete in place, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; temporary connections ; connecting to new or existing pipe, valves, or fittings; trenching, shoring, and backfilling; dewatering; ground water disposal; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowance will be made therefor. Full compensation for Domestic Water Service (1.5-Inch) will be measured and paid for at the contract price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools, equipment, and any incidentals for doing all work involved, including, as specified herein: saw cutting, excavation and disposal of excavated material, supporting, removal and disposal of existing utilities and their appurtenances, placing and compacting all required bedding and backfill, installing saddle and corporation stop/valve, proper size penetration in main, polyethylene tubing, gate valve, where specified on plans, installing new meter, meter boxes and lids to grade, installation of inlet and outlet meter valves, Removal of concrete, Replacement of curb, gutter and sidewalk (in areas where curb, gutter or sidewalk is not being replaced on the plans) pressure testing, chlorinating, on site tie-ins at back of sidewalk or at the locations shown on the plans, meter transfers, abandoning, removing and/or disposing of old meter boxes, restoration/reconstruction of landscaping/irrigation, the work involved in removing and resetting landscape bricks or other surface material in planter strips, replacing any disturbed landscaping in Page 310 of 457 URBAN CORE REHABILITATION 39 Spec No.23-07 kind, testing, temporary trench surfacing, and any other work required for constructing water services not specifically enumerated on the Plans and Specifications, and no additional allowance will be made therefor. Full compensation for Domestic Water Service (2-Inch) will be measured and paid for at the contract price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools, equipment, and any incidentals for doing all work involved, including, as specified herein: saw cutting, excavation and disposal of excavated material, supporting, removal and disposal of existing utilities and their appurtenances, placing and compacting all required bedding and backfill, installing saddle and corporation stop/valve, proper size penetration in main, polyethylene tubing, gate valve, where specified on plans, installing new meter, meter boxes and lids to grade, installation of inlet and outlet meter valves, Removal of concrete, Replacement of curb, gutter and sidewalk (in areas where curb, gutter or sidewalk is not being replaced on the plans) pressure testing, chlorinating, on site tie-ins at back of sidewalk or at the locations shown on the plans, meter transfers, abandoning, removing and/or disposing of old meter boxes, restoration/reconstruction of landscaping/irrigation, the work involved in removing and resetting landscape bricks or other surface material in planter strips, replacing any disturbed landscaping in kind, testing, temporary trench surfacing, and any other work required for constructing water services not specifically enumerated on the Plans and Specifications, and no additional allowance will be made therefor. Full compensation for Domestic Water Service (4-Inch) will be measured and paid for at the contract price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools, equipment, and any incidentals for doing all work involved, including, as specified herein: saw cutting, excavation and disposal of excavated material, supporting, removal and disposal of existing utilities and their appurtenances, placing and compacting all required bedding and backfill, installing saddle and corporation stop/valve, proper size penetration in main, polyethylene tubing, gate valve, installing new meter, meter boxes and lids to grade, installation of inlet and outlet meter valves, Removal of concrete, Replacement of curb, gutter and sidewalk (in areas where curb, gutter or sidewalk is not being replaced on the plans) pressure testing, chlorinating, on site tie -ins at back of sidewalk or at the locations shown on the plans, meter transfers, abandoning, removing and/or disposing of old meter boxes, restoration/reconstruction of landscaping/irrigation, the work involved in removing and resetting landscape bricks or other surface material in planter strips, replacing any disturbed landscaping in kind, testing, temporary trench surfacing, and any other work required for constructing water services not specifically enumerated on the Plans and Specifications, and no additional allowance will be made therefor. Full compensation for Domestic Water Combination Service (6-Inch) will be measured and paid for at the contract price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools, equipment, and any incidentals for doing all work involved, including, as specified herein: saw cutting, excavation and disposal of excavated material, supporting, removal and disposal of existing utilities and their appurtenances, placing and compacting all required bedding and backfill, installing saddle and corporation stop/valve, proper size penetration in main, polyethylene tubing, gate valve, installing new meter, meter boxes and lids to grade, installation of inlet and outlet meter valves, Removal of concrete, Replacement of curb, gutter and sidewalk (in areas where curb, gutter or sidewalk is not being replaced on the plans) pressure testing, chlorinating, on site tie- ins at back of sidewalk or at the locations shown on the plans, meter transfers, abandoning, removing and/or disposing of old meter boxes, restoration/reconstruction of landscaping/irrigation, the work involved in removing and resetting landscape bricks or other surface material in planter strips, replacing any disturbed landscaping in kind, testing, temporary trench surfacing, and any other work required for constructing water services not specifically enumerated on the Plans and Specifications, and no additional allowance will be made therefor. Full compensation for Domestic Water Dual Water Service (1.5-Inch) will be measured and paid for at the contract price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools, equipment, and any incidentals for doing all work involved, including, as specified herein: saw cutting, excavation and disposal of excavated material, supporting, removal and disposal of existing utilities and their appurtenances, placing and compacting all required bedding and backfill, installing saddle and corporation stop/valve, proper size penetration in main, polyethylene tubing, gate valve, installing new meter, meter boxes and lids to grade, installation of inlet and outlet meter valves, Removal of concrete, Replacement of curb, gutter and sidewalk (in areas where curb, gutter or sidewalk is not being replaced on the plans) pressure testing, chlorinating, on site tie- ins at back of sidewalk or at the locations shown on the plans, meter transfers, abandoning, removing and/or disposing of old meter boxes, restoration/reconstruction of landscaping/irrigation, the work involved in removing and resetting landscape bricks or other surface material in planter strips, replacing any disturbed landscaping in kind, testing, temporary trench surfacing, and any other work required for constructing water services not specifically enumerated on the Plans and Specifications, and no additional allowance will be made therefor. Page 311 of 457 URBAN CORE REHABILITATION 40 Spec No.23-07 Full compensation for Domestic Water Multi-Service Manifold (4-Inch) will be measured and paid for at the contract price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools, equipment, and any incidentals for doing all work involved, including, as specified herein: saw cutting, excavation and disposal of excavated material, supporting, removal and disposal of existing utilities and their appurtenances, placing and compacting all required bedding and backfill, gate valve, installing new meter, meter boxes and lids to grade, joint restraints, tracer wire, Removal of concrete, Replacement of curb, gutter and sidewalk (in areas where curb, gutter or sidewalk is not being replaced on the plans) pressure testing, chlorinating, restoration/reconstruction of landscaping/irrigation, the work involved in removing and resetting landscape bricks or other surface material in planter strips, replacing any disturbed landscaping in kind, testing, temporary trench surfacing, and any other work required for constructing 4-inch multi-service manifolds not specifically enumerated on the Plans or Specifications, and no additional allowance will be made therefor. Full compensation for Domestic Water Reduced Pressure Backflow Device (1.5-Inch) shall be measured and paid for at the contract price per each (EA) which price shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and doing all work involved in reduced pressure backflow device installation, including but not limited to: excavation and disposal of excavated material; dewatering and disposal of trench groundwater; contamination awareness; removing and replacing concrete as required; removal and disposal of old backflow and tubing; backflow device; fittings as required; insulated cover; placing and compacting all required bedding and backfill; testing and chlorination; restoration/reconstruction of landscaping/irrigation as needed; as specified herein, and no additional allowance will be made therefor. Full compensation for Double Check Detector Backflow Assembly (4-Inch) will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and doing all work involved in backflow device installation, including but not limited to: excavation and disposal of excavated material; dewatering and disposal of trench groundwater; contamination awareness; removing and replacing concrete as required; removal and disposal of old backflow and tubing; backflow device; bollards, fittings as required; insulated cover; placing and compacting all required bedding and backfill; testing and chlorination; restoration/reconstruction of landscaping/irrigation as needed; as specified herein, and no additional allowance will be made therefor. Full compensation for Backflow Device Re-Certification will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and doing all work involved to perform backflow device testing, including but not limited to: coordination, notification, preparatory work, testing, and all paperwork as specified herein, and no additional allowance will be made therefor. Full compensation for Abandonment of Existing Water Main will be paid for at the contract lump sum (LS) price, which price shall include full compensation for furnishing all labor, materials, tools, equipment, and doing all the work involved in abandoning the water main including, as specified herein: removing associated valves, valve boxes, tees, risers, thrust blocks, · removing old tees and crosses and installing like size pipe with couplers, · cutting and capping or plugging of existing water main, installing blind flanges, · removal and replacement of existing structural section and asphalt surfacing and any other work required for abandoning water main not specifically enumerated in the plans or specifications, and no additional compensation will be made therefor. Full compensation for Fire Hydrant and Lateral Assembly will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools and equipment , and any incidentals for doing all the work involved in furnishing and installing the fire hydrant and lateral assembly as shown on the plans, complete in place, including the hydrant, pipes and fittings, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; temporary connections ; connecting to new or existing pipe, valves, or fittings; trenching, shoring, and backfilling; dewatering; ground water disposal; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications, and no additional allowance will be made therefor. Full compensation for Abandon Existing Fire Hydrant will be paid for at the contract lump sum (LS) price, which price shall include full compensation for furnishing all labor, materials, tools, equipment, and any incidentals for doing all the work involved in abandoning the existing fire hydrant including, as specified herein: removing associated valves, valve boxes, tees, risers, thrust blocks, removing old tees and crosses and installing like size pipe with couplers, cutting and capping or plugging of existing water main, installing blind flanges, removal and replacement of existing structural section and asphalt surfacing, and any other work required for abandoning water Page 312 of 457 URBAN CORE REHABILITATION 41 Spec No.23-07 main not specifically enumerated in the Plans or Specifications, and no additional compensation will be made therefor. Full compensation for Sanitary Sewer Main (6-Inch) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in furnishing and installing the sanitary sewer main including all pipe fittings, as shown on the plans, complete in place, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; temporary connections; connecting to new or existing pipe, valves, or fittings; trenching, shoring, and backfilling; dewatering; ground water disposal; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowance will be made therefor. Full compensation for Sanitary Sewer Main (8-Inch) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in furnishing and installing the sanitary sewer main including all pipe fittings, as shown on the plans, complete in place, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; temporary connections; connecting to new or existing pipe, valves, or fittings; trenching, shoring, and backfilling; dewatering; ground water disposal; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowance will be made therefor. Full compensation for Sanitary Sewer Main (10-Inch) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in furnishing and installing the sanitary sewer main including all pipe fittings, as shown on the plans, complete in place, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; temporary connections; connecting to new or existing pipe, valves, or fittings; trenching, shoring, and backfilling; dewatering; ground water disposal; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowance will be made therefor. Full compensation for Sanitary Sewer Main (18-Inch) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in furnishing and installing the sanitary sewer main including all pipe fittings, as shown on the plans, complete in place, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; temporary connections; connecting to new or existing pipe, valves, or fittings; trenching, shoring, and backfilling; dewatering; ground water disposal; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowance will be made therefor. Full compensation for Sanitary Sewer Main (21-Inch) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in furnishing and installing the sanitary sewer main including all pipe fittings, as shown on the plans, complete in place, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; temporary connections; connecting to new or existing pipe, valves, or fittings; trenching, shoring, and backfilling; dewatering; ground water disposal; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowance will be made therefor. Full compensation for Sanitary Sewer Mainline Cleanout (8-Inch) will be measured and paid for at the contract price each (EA), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in sanitary sewer mainline cleanouts complete in place as specified herein, including: excavation, removal of existing cleanouts, frames and covers, installing manhole bases, frame and cover, dewatering, backfill, concrete collar, cleanout plug, connecting mainlines to new cleanout, disposal of soil and groundwater, and other work necessary to installing sanitary sewer manholes not specifically enumerated in the Plans or Specifications, and no additional allowance will be made. Full compensation for Sanitary Sewer Manhole (48-Inch) will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in providing sanitary sewer manholes including that portion of pipe not paid for under pipe; excavation, subgrade preparation, manholes, grade rings, manhole covers, providing Page 313 of 457 URBAN CORE REHABILITATION 42 Spec No.23-07 all pipe fittings, grouting, furnishing, placing and compacting backfill material, and controlled density fill where required; furnishing, installing, and any other items necessary to place the manhole on specified fill when required by the work or shown on the Plans, and other work not specifically enumerated in the Plans or these Specifications, and no additional allowance will be made therefor. Full compensation for Sanitary Sewer Manhole (60-Inch) will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in providing sanitary sewer manholes including that portion of pipe not paid for under pipe; excavation, subgrade preparation, manholes, grade rings, manhole covers, providing all pipe fittings, grouting, furnishing, placing and compacting backfill material, and controlled density fill where required; furnishing, installing, and any other items necessary to place the manhole on specified fill when required by the work or shown on the Plans, and other work not specifically enumerated in the Plans or these Specifications, and no additional allowance will be made therefor. Full compensation for Sanitary Sewer Cleanout will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in providing sanitary sewer cleanouts including that portion of pipe not paid for under pipe; excavation, subgrade preparation, cleanouts, cleanout covers, providing all pipe fittings, grouting, furnishing, placing and compacting backfill material, and controlled density fill where required; furnishing, installing, and any other items necessary to place the cleanout on specified fill when required by the work or shown on the Plans, and other work not specifically enumerated in the Plans or these Specifications, and no additional allowance will be made therefor. Full compensation for Sanitary Sewer Lateral will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment , and any incidentals for doing all the work involved in furnishing and installing the sanitary sewer lateral including all pipe fittings, as shown on the plans, complete in place, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; abandonment, temporary connections, removal and disposal of existing materials; connecting to new or existing pipe, cleanouts, or manholes; trenching, shoring, and backfilling; dewatering; ground water disposal; controlled density fill if used; temporary and permanent trench backfill and paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowances will be made therefor. Full compensation for Trench Drain will be measured and paid for at the contract unit price per linear foot (LF), which price 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, excavation, aggregate base, backfill, compaction, forms, reinforcing steel, furnishing and placing expansion joint filler, angle frames and anchors, open grating and solid covers, securing the grate and covers to the angle fames, concrete, conforming to existing curb and gutter, removing discoloration, and broom finish, and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowances will be made therefor. Full compensation for Under Sidewalk Drain will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials and equipment , and any incidentals for doing all work involved in the installation of under sidewalk drains including; excavation, removal of concrete and aggregate base, PVC pipe, fittings, reinforcement, concrete, and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowances will be made therefor. Full compensation for Storm Drain Pipe (12-Inch RCP, Class IV) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment and doing all the work involved in furnishing and installing drainage pipe including all pipe fittings, as shown on the plans, complete in place, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; abandonment, temporary connections, removal and disposal of existing materials; connecting to new or existing pipe, catch basins, or manholes; trenching, shoring, and backfilling; dewatering; ground water disposal; controlled density fill if used; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowances will be made therefor. Page 314 of 457 URBAN CORE REHABILITATION 43 Spec No.23-07 Full compensation for Storm Drain Pipe (15-Inch RCP, Class IV) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment and any incidentals for doing all the work involved in furnishing and installing drainage pipe including all pipe fittings, as shown on the plans, complete in place, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; abandonment, temporary connections, removal and disposal of existing materials; connecting to new or existing pipe, catch basins, or manholes; trenching, shoring, and backfilling; dewatering; ground water disposal; controlled density fill if used; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowances will be made therefor. Full compensation for Storm Drain Pipe (18-Inch RCP, Class IV) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment and any incidentals for doing all the work involved in furnishing and installing drainage pipe including all pipe fittings, as shown on the plans, complete in place, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; abandonment, temporary connections, removal and disposal of existing materials; connecting to new or existing pipe, catch basins, or manholes; trenching, shoring, and backfilling; dewatering; ground water disposal; controlled density fill if used; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowances will be made therefor. Full compensation for Storm Drain Pipe (24-Inch RCP, Class IV) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment and any incidentals for doing all the work involved in furnishing and installing drainage pipe including all pipe fittings, as shown on the plans, complete in place, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; abandonment, temporary connections, removal and disposal of existing materials; connecting to new or existing pipe, catch basins, or manholes; trenching, shoring, and backfilling; dewatering; ground water disposal; controlled density fill if used; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowances will be made therefor. Full compensation for Storm Drain Manhole (48-Inch) will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in providing storm drain manholes including that portion of pipe not paid for under pipe; excavation, subgrade preparation, manholes, grade rings, manhole covers, providing all pipe fittings, grouting, furnishing, placing and compacting backfill material, and controlled density fill where required; furnishing, installing, and any other items necessary to place the manhole on specified fill when required by the work or shown on the Plans, and any other items when required by the work shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowances will be made therefor. Full compensation for Storm Drain Catch Basin will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in providing storm drain drop inlets, curb inlets and catch basins including that portion of pipe not paid for under pipe; excavation, subgrade preparation, catch basin hoods and boxes, drainage inlets, providing all pipe fittings, grouting, furnishing, placing and compacting backfill material, and controlled density fill where required; furnishing, installing, and any other items necessary to place the drainage inlet on specified fill when required by the work or shown on the Plans, and any other items when required by the work shown on the Plans, not specifically enumerated in the Plans or these Specifications , and no additional allowances will be made therefor. Full compensation for Storm Drain Grate Inlet will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in providing bioretention area storm drain grate inlets, including that portion of pipe not paid for under pipe; excavation, subgrade preparation, providing all pipe fittings, grouting, furnishing, placing and compacting backfill material, and controlled density fill where required; furnishing, installing, and any other items necessary to place the bioretention area storm drain grate inlet on specified fill when required by the work or shown on the Plans, and any other items when required by the work shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowances will be made therefor. Full compensation for Bioretention Area (with Planter Rail) will be measured and paid for at the contract unit price per square foot (SF), which price shall include full compensation for furnishing all labor, materials, tools and Page 315 of 457 URBAN CORE REHABILITATION 44 Spec No.23-07 equipment and doing all the work involved in preparing and installing the amended soil and drain rock, including but not limited to preparation, excavation, soil placement, installation of planter rail along retaining wall and all incidentals, and other related work or shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Thermoplastic Pavement Marking will be paid for at the contract price per each (EA), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of the thermoplastic pavement marking per the Standard Detail, including but not limited to surface preparation, establishing layout and alignment, thermoplastic, adhesive, temporary striping, and other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Thermoplastic Crosswalk Striping will be paid for at the contract price per square foot (SF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of the thermoplastic crosswalk per the Standard Detail, including but not limited to surface preparation, establishing layout and alignment, thermoplastic, adhesive, temporary striping, and other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Traffic Stripe (Detail 8) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of the traffic stripe per the Standard Detail, including but not limited to surface preparation, establishing layout and alignment, thermoplastic, adhesive, pavement markers, temporary striping, and other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Traffic Stripe (Detail 22) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of the traffic stripe per the Standard Detail, including but not limited to surface preparation, establishing layout and alignment, thermoplastic, adhesive, pavement markers, temporary striping, and other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Traffic Stripe (Detail 27B) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of the traffic stripe per the Standard Detail, including but not limited to surface preparation, establishing layout and alignment, thermoplastic, adhesive, pavement markers, temporary striping, and other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Traffic Stripe (Detail 32) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of the traffic stripe per the Standard Detail, including but not limited to surface preparation, establishing layout and alignment, thermoplastic, adhesive, pavement markers, temporary striping, and other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Traffic Stripe (Detail 38) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of the traffic stripe per the Standard Detail, including but not limited to surface preparation, establishing layout and alignment, thermoplastic, adhesive, pavement markers, temporary striping, and other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Page 316 of 457 URBAN CORE REHABILITATION 45 Spec No.23-07 Full compensation for Traffic Stripe (Detail 39) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of the traffic stripe per the Standard Detail, including but not limited to surface preparation, establishing layout and alignment, thermoplastic, adhesive, pavement markers, temporary striping, and other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Traffic Stripe (Detail 39A) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of the traffic stripe per the Standard Detail, including but not limited to surface preparation, establishing layout and alignment, thermoplastic, adhesive, pavement markers, temporary striping, and other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Traffic Stripe (Detail 41) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of the traffic stripe per the Standard Detail, including but not limited to surface preparation, establishing layout and alignment, thermoplastic, adhesive, pavement markers, and temporary striping, and other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Thermoplastic Traffic Stripe, 4-Inch White will be measured and paid for at the contract unit price per linear foot (LF) which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of the thermoplastic striping including but not limited to surface preparation, establishing layout and alignment, thermoplastic, adhesive, temporary striping, and other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Painted Parking Stripe, 4-Inch White will be measured and paid for at the contract unit price per linear foot (LF) which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of the painted striping including but not limited to surface preparation, establishing layout and alignment, glass beads, paint, primer, and temporary striping, eradication of existing and temporary striping, and other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Accessible Parking Stall Striping will be measured and paid for at the contract unit price per each (EA) which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of striping for the accessible parking stall, including but not limited to surface preparation, establishing layout and alignment, glass beads, paint, all striping including accessible aisle, NO PARKING markings, international symbol of accessibility, primer, and temporary striping, eradication of existing and temporary striping, and other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Green Bike Lane Marking will be measured and paid for at the contract unit price per square foot (SF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of the green bike lane traffic marking, including but not limited to surface preparation, establishing layout and alignment, temporary striping, and other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Traffic Paint (Blue Curb) will be measured and paid for at the contract unit price per square foot (SF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of the blue curb traffic paint, including but not limited to paint, tape, surface preparation, and other related work as shown on the Plans and as specified in these Page 317 of 457 URBAN CORE REHABILITATION 46 Spec No.23-07 Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Thermoplastic Crosswalk Striping will be measured and paid for at the contract unit price per square foot (SF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of the crosswalk markings including but not limited to surface preparation, establishing layout and alignment, thermoplastic, adhesive, temporary striping, and other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Fire Hydrant Retroreflective Marker will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of blue retroreflective pavement markers which are not included in standard details, including but not limited to surface preparation, establishing layout and alignment, adhesive, markers, temporary striping, and other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Roadside Sign will be measured and paid for at the contract unit price per each (EA) which price shall include full compensation for furnishing all plant, labor, materials, tools, equipment, transportation, and incidentals for installing new roadside sign, including but not limited excavation, backfill, concrete, disposal, sign pole, pole foundation, sign panels, brackets, braces, straps, screws, bolts, washers, nuts, and all other required hardware, and other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Wireless Signal Interconnect Installation – E Gobbi St/S State St will be paid for at the contract lump sum (LS) price, which price shall constitute full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in furnishing and installing the wireless signal interconnect between the Main St and State St traffic signal infrastructure , including but not limited to all conduit, conductors, pull boxes and pull rope, excavation, trenching, bedding and backfill, compaction, surface restoration, functional testing and all other work required for a complete and operating system as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these Construction Details, and no additional allowances will be made therefor. Full compensation for Traffic Signal Installation – E Gobbi St/S Main St will be paid for at the contract lump sum (LS) price, which price shall constitute full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in furnishing and installing the traffic signal, including but not limited to all conduit, conductors, pull boxes and pull rope, excavation and trenching, bedding and backfill, compaction, surface restoration, signal poles and mast arms, signal pole foundations, temporary traffic signals, luminaires, signs, signal heads, splicing, video detection system, functional testing and all other work required for a complete and operating system as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these Construction Details, and no additional allowances will be made therefor. Full compensation for Wireless Signal Interconnect Installation – E Gobbi St/Waugh Ln will be paid for at the contract lump sum (LS) price, which price shall constitute full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in furnishing and installing the wireless signal interconnect between the Main St and Waugh Ln traffic signal infrastructure, including but not limited to all conduit, conductors, pull boxes and pull rope, excavation, trenching, bedding and backfill, compaction, surface restoration, functional testing and all other work required for a complete and operating system as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these Construction Details, and no additional allowances will be made therefor. Full compensation for Rectangular Rapid Flashing Beacon – Leslie St will be paid for at the contract lump sum (LS) price, which price shall constitute full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in furnishing and installing the rectangular rapid flashing beacon (RRFB), including but not limited excavation, backfill, compaction, sign poles, sign panels, flashing beacon, solar panel, communication radio, APS push button, pole foundations, functional testing and all other work required for a complete and operating system as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these Construction Details, and no additional allowances will be made therefor. Page 318 of 457 URBAN CORE REHABILITATION 47 Spec No.23-07 Full compensation for Traffic Signal Modification – Perkins St/Orchard St shall be paid for at the contract unit price of lump sum (LS), and shall include full compensation for furnishing all labor, materials, tools, and equipment, and doing all work involved in the signal modification at the intersection including all procurement, relocation of existing or installation of new poles, foundations, pull boxes and vaults, pedestrian push button posts and equipment, pedestrian signal heads, conduits, relocating existing video detection zones and reprogramming as necessary, excavation, backfill and removal of existing foundations, complete in place and functioning system and other related work required for the signal modification, not specifically enumerated in these contract documents, and no additional allowance will be made therefor. Full compensation for Street Light Relocations – Perkins St shall be paid for at the contract unit price of lump sum (LS), and shall include full compensation for furnishing all labor, materials, tools, and equipment, and any incidentals for doing all work involved in the relocation of relocation of street lights on Perkins St between Warren Dr and Orchard Ave, including all procurement, and relocation of existing or installation of new poles and foundations, conduits, pull boxes and vaults, excavation, backfill and removal of existing foundations, complete in place and functioning system and any other work required for the street light relocation, not specifically enumerated in these contract documents, and no additional allowance will be made therefor. Full compensation for Clearing and Grubbing shall be paid for at the contract unit price per square yard (SY), and shall include full compensation for furnishing all labor, materials, tools, and equipment, and any incidentals for doing all work involved in clearing and grubbing existing landscaped areas to facilitate the proposed landscaping improvements, including but not limited to, stockpiling, hauling, and disposing of unused material, and other related work, as shown on the Plans and specified in the Standard Specifications and these Construction Details, and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Fine Grading and Soil Preparation shall be paid for at the contract unit price per square foot (SF), and shall include full compensation for furnishing all labor, materials, tools, and equipment, and any incidentals for doing all work involved in the soil preparation and grading of proposed landscaped areas and other related work as shown on the Plans and specified in the Standard Specifications and these Construction Details, and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Irrigation System shall be paid for at the contract unit price of lump sum (LS), and shall include full compensation for furnishing all labor, materials, tools, and equipment, and any incidentals for doing all work involved in furnishing and installing the irrigation system, including but not limited to, the irrigation controller assembly, weather sensor, water meter and meter box, backflow assembly, master control valve, flow sensor, quick coupler, drip wires and piping, connection to the existing water main, trenching and trench repair, and other related work, as shown on the Plans and specified in the Standard Specifications and these Construction Details, and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Irrigation 120V Electrical Meter shall be paid for at the contract unit price per each (EA), and shall include full compensation for furnishing all labor, materials, tools, and equipment, and any incidentals for doing all work involved in furnishing and installing the irrigation electrical meter, as shown on the Plans and specified in the Standard Specifications and these Construction Details, and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Trees (15 Gallon) shall be paid for at the contract unit price per each (EA), and shall include full compensation for furnishing all labor, materials, tools, and equipment, and any incidentals for doing all work involved in furnishing and installing the 15-gallon trees, including but not limited to, excavation, stockpiling, hauling and disposal of material, pole stakes, cinch ties, trunk guards, soil backfill, and other related work, as shown on the Plans and specified in the Standard Specifications and these Construction Details, and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Irrigation Shrubs and Ground Cover shall be paid for at the contract unit price per square foot (SF), and shall include full compensation for furnishing all labor, materials, tools, and equipment, and any incidentals for doing all work involved in furnishing and installing the shrubs and ground cover, including but not limited to, excavation, stockpiling, hauling and disposal of material, soil backfill, and other related work, as shown on the Plans and specified in the Standard Specifications and these Construction Details, and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Mulch (3-Inch) shall be paid for at the contract unit price per each (EA), and shall include full compensation for furnishing all labor, materials, tools, and equipment, and any incidentals for doing all work Page 319 of 457 URBAN CORE REHABILITATION 48 Spec No.23-07 involved in furnishing and installing the mulch, as shown on the Plans and specified in the Standard Specifications and these Construction Details, and as directed by the Engineer, and no additional allowances will be made therefor. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ DIVISION II GENERAL CONSTRUCTION 10 GENERAL No Changes. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 11 WELDING Not Used. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 12 TEMPORARY TRAFFIC CONTROL Add to section 12-1.01: Prior to commencing construction which will affect existing traffic, the Contractor shall submit for review by the Engineer, a Traffic Control Plan on 11" x 17" paper which contains only information specifically related to work zone traffic control, including pedestrian traffic control. The plan will show which California MUTCD typical application is to be used for each work operation. If the Contractor proposed to use the current edition of the MUTCD in specific work operations, they shall submit in writing for consideration which Typical Application Diagram will be used for each work operation. A Traffic Control Plan or proposal shall be submitted to the Engineer for review at least two weeks prior to implementation. The Traffic Control Plan shall be prepared by, sealed and signed a California licensed civil or traffic engineer and contain a title block which contains the Contractor's name, address, phone number, project superintendent's name, contract name, dates and hours traffic control will be in effect, and a space for review acknowledgment. The content of the Traffic Control Plan shall include, but is not limited to, the following: A. Show location and limits of the work zone. B. Give dimensions of lanes affected by traffic control that will be open to traffic. C. Indicate signing, cone placement, and other methods of delineation and reference to appropriate City or Caltrans standard. D. Dimension location of signs and cone tapers. E. Identify side streets and driveways affected by construction and show how they will be handled. F. Show how pedestrian access to businesses will be maintained through the construction site. G. Show how pedestrian traffic will be handled through the construction site. H. Show how public transit will be handled through the construction area. I. Demonstrate how two-way traffic will be maintained. J. Identify message board locations. A minimum of four (4) changeable message boards and four (4) arrow boards shall be required. No work except for installation of project identification signs will be allowed to commence prior to approval of the Work Zone Traffic Control Plan. Page 320 of 457 URBAN CORE REHABILITATION 49 Spec No.23-07 Replace section 12-1.03 with: The Contractor shall be responsible for all costs of furnishing all flaggers, including transporting flaggers and furnishing all materials and equipment to provide passage of traffic through the work as specified in section 7-1.03 and 7-1.04. Add to section 12-3.01A(1): Construction area traffic control signs, equipment and devices shall be furnished, installed, maintained, and removed when no longer required in accordance with the provisions in Section 7 -1.03 and Section 12 of the Standard Specifications, the latest edition of the California Manual on Uniform Traffic Control Devices (MUTCD), and as directed by the Engineer. Notify Underground Services Alert (USA) at (800) 227-2600 or 811 a minimum of two (2) working days prior to installing signposts. Attention is directed to Sections 7-1.03, "Public Convenience," 7-1.04, "Public Safety," and 12, "Temporary Traffic Control," of the Standard Specifications and to the Section entitled "Pub lic Safety" elsewhere in these Special Provisions. Nothing in these Special Provisions shall be construed as relieving the Contractor from these responsibilities. Replace section 12-3.20D with: Attention is directed to "Public Safety" and "Order of Work" of these special provisions. Temporary railing (Type K) placed in conformance with the provisions in "Public Safety" of these special provisions will be neither measured nor paid for. The cost to provide temporary railing (Type K) is included in the various items of work. Add to section 12-3.32C: Start displaying the message on the portable changeable message signs 15 minutes before closing the lane. Provide four (4) portable changeable message signs. Place the portable changeable message signs in advance of the 1st warning sign for each: 1. Stationary lane closure 2. Detour For 5 days, starting on the day of Notice of Substantial Completion, place 1 portable changeable message sign in each direction of travel located 300 feet in advance of the northern and southern project limits and display the following message: "CHANGED CONDITIONS AHEAD." Add to section 12-4.02A: The Work Area shall be open to through vehicular traffic during non-working hours. All public traffic shall be permitted to pass through the work with as little inconvenience and delay as possible. Access to abutting property , businesses and driveways shall be maintained during the performance of the work. The Contractor is advised that commercial businesses abut the entire Project Area. The Contractor shall provide advance written notification of the work and of temporary closures of driveways to the abutting owners or managers of the business at least five (5) business days prior to the start of the Work or the temporary closure of the driveway to the respective business property. The format and content of the Notice by the Contractor shall be approved by the Engineer prior to its issuance to the public. The Contractor shall provide trench plates at driveways and left turn pockets after the trench and roadway excavation has been made at those particular locations. Full costs for "Traffic Control System," including "Flagging Costs" and providing and maintaining access to abutting property, shall be considered as included in the bid item for “Traffic Control System,” and no additional compensation will be made therefor. Designated holidays are shown in the following table: Page 321 of 457 URBAN CORE REHABILITATION 50 Spec No.23-07 Designated Holidays Holiday Date observed New Year's Day January 1st Washington's Birthday 3rd Monday in February Memorial Day Last Monday in May Independence Day July 4th Labor Day 1st Monday in September Veterans Day November 11th Thanksgiving Day 4th Thursday in November Christmas Day December 25th If a designated holiday falls on a Sunday, the following Monday is a designated holiday. If November 11th falls on a Saturday, the preceding Friday is a designated holiday. Personal vehicles of your employees shall not be parked on the traveled way or shoulders, including sections closed to traffic. For all work, if work vehicles or equipment are parked within 6 feet of a traffic lane, close the shoulder area with fluorescent orange traffic cones or portable delineators. Place the cones or delineators on a taper in advance of the parked vehicles or equipment and along the edge of the traveled way at 25 -foot intervals to a point not less than 25 feet past the last vehicle or piece of equipment. Use at least 9 cones or delineators for the taper. Use a W20-1, "Road Work Ahead," W21-5b, "Right/Left Shoulder Closed Ahead," or C24(CA), "Shoulder Work Ahead," sign mounted on a crashworthy, portable sign support with flags. The sign must be 48 by 48 inches and placed as ordered by the Engineer. If a cone or delineator is displaced or overturned, immediately restore the device to its original position or location. No work shall commence until Contractor’s Traffic Control Plan has been approved by the Engineer. Exact locations of Project Identification signs and Advance Notice signs shall be determined in the field by the Engineer. Except as noted elsewhere, only one lane may be closed at a time and no lanes shall be closed at any other hours unless specifically approved by the Engineer. The Contractor shall maintain vehicle access to adjacent streets, homes, businesses and other properties at all times while work is in progress except when necessary construction precludes such access for reasonable periods of time as determined by the Engineer. When traffic cones or delineators are used to delineate a temporary edge of a traffic lane, the line of cones or delineators shall be considered to be the edge of the traffic lane, however, the Contractor shall not reduce the width of an existing lane to less than 12 feet without written approval from the Engineer. The Contractor will be required to maintain vehicle access to homes, businesses and other properties within the block where work is in progress. The Contractor shall maintain 2-way traffic for all work on Gobbi Street. The Contractor shall keep the City of Ukiah Fire Department informed regarding the closure of any traveled way. At a minimum, the Contractor shall call the Fire Department at (707) 463-6261 daily to report any traveled way closure. This requirement applies immediately upon closure for that day and again immediately after removal of the closure. For closures over multiple days, the daily notification still applies. This requirement does not apply for single lane closures on multiple lane local streets. If the Contractor has been given an approved Traffic Control Plan that includes road closures, they will be required to maintain vehicular access to homes, businesses and other properties where work is in progress within the closure area. Page 322 of 457 URBAN CORE REHABILITATION 51 Spec No.23-07 Existing and regulatory signs are to be temporarily relocated, as directed by the Engineer, until new traffic signals are in place and operable for two-way traffic. Seventy-two (72) hours prior to construction, the Contractor shall place a notice on each front door, and attempt to notify each owner or tenant verbally that work will be underway within his block between stated hours, and request that cars be parked out of the roadway by 9:00 a.m. Service of notice shall not bar use of cars within the block; however, as individual plans change and emergencies may arise. Cross streets will require maintenance of at least one-half (½) width of each street for traffic purposes, unless a parallel route is approved by the Engineer. Flagging will only be allowed between the hours of 9:00 a.m. and 3:00 p.m. Existing traffic signals shall remain in service at all times. Barricades and flaggers shall be positioned to allow safe turns at intersections. Replace section 12-4.02A(3)(b) with: Every Monday by noon, submit a closure schedule request of planned closures for the next week period. The next week period is defined as Friday midnight through the following Friday midnight. Submit a closure schedule request not less than 25 days and not more than 125 days before the anticipated start of any activity that reduces: 1. Horizontal clearances of traveled ways, including shoulders, to 2 lanes or less due to activities such as temporary barrier placement and paving 2. Vertical clearances of traveled way, including shoulders, due to activities such as pavement overlays, overhead sign installation, falsework, or girder erection Submit closure schedule amendments, including adding additional closures, by noon at least three (3) business days before a planned closure. Cancel closure requests by notifying the City at least 48 hours before the start time of the closure. You will be notified by the City of unauthorized closures or closures that require coordination with other parties as a condition for authorization. The Engineer may reschedule a closure cancelled due to unsuitable weather. If a closure is not opened to traffic by the specified time, suspend work. No further closures are allowed until the Engineer has reviewed and authorized a work plan submitted by you that ensures that future closures will be opened to traffic by the specified time. Allow 2 business days for review of your proposed work plan. The City does not compensate you for your losses due to the suspension of work resulting from the late opening of closures. Notify the Engineer of delays in your activities caused by: 1. Your closure schedule request being denied although your requested closures are within the specified time frame allowed for closures. The City does not compensate you for your losses due to amendments to the closure schedule that are not authorized. 2. Your authorized closure being denied. If you are directed to remove a closure before the time designated in the authorized closure schedule, you will be compensated for the delay. Add to section 12-4.02C(7): 12-4.02C(7)(a) General Section 12-4.02C(7)(c) includes specifications for closing traffic lanes, with stationary lane closures on Page 323 of 457 URBAN CORE REHABILITATION 52 Spec No.23-07 multilane highways. The traffic control system for a lane closure must comply with the details shown. Traffic control system includes signs. Each vehicle used to place, maintain, and remove components of a traffic control system on a multilane highway must be equipped with a Type II flashing arrow sign that must be in operation whenever the vehicle is being used for placing, maintaining, or removing the components. Vehicles equipped with a Type II flashing arrow sign not involved in placing, maintaining, or removing the components if operated within a stationary - type lane closure must display only the caution display mode. The sign must be controllable by the operator of the vehicle while the vehicle is in motion. If a flashing arrow sign is required for a lane closure, the flashing arrow sign must be operational before the lane closure is in place. Whenever components of the traffic control system are displaced or cease to operate or function as specified from any cause, immediately repair the components to the original condition or replace the components and restore the components to the original location. For a stationary lane closure made only for the work period, remove the components of the traffic control system from the traveled way and shoulder, except for portable delineators placed along open trenches or excavation adjacent to the traveled way at the end of each work period. You may store the components at selected central locations designated by the Engineer within the limits of the highway. Add to section 12-4.04: The Contractor is directed to Chapter 6D, Pedestrian and Worker Safety, in the California MUTCD, the improvement Plans, and these special provisions. Pedestrians 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 and maintains pedestrian access to all businesses. The Contractor shall construct and maintain temporary pedestrian pathways through the work zone, where required, and to all businesses that shall be in compliance with the requirements of the Americans with Disabilities Act (ADA) and the MUTCD. 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. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 13 WATER POLLUTION CONTROL Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 14 ENVIRONMENTAL STEWARDSHIP Replace section 14-2.03A with: Section 14-2.02 applies if archaeological resources are discovered at the job site. Archaeological resources include chipped or ground stone, historic debris, building foundations and human bone. Do not disturb the resources and immediately: 1. Stop all work within 100 feet of the discovery. 2. Protect the discovery area. 3. Notify the Engineer. Page 324 of 457 URBAN CORE REHABILITATION 53 Spec No.23-07 The City of Ukiah will provide a qualified archaeologist to assess the significance of the find and, if necessary, develop appropriate treatment measures in consultation with the City and other appropriate agencies. Replace section 14-4.01 with: If human remains of Native American origin are discovered during project construction, it is necessary to comply with state laws relating to the disposition of Native American burials, which fall within the jurisdiction of the Native American Heritage Commission (NAHC) (PRC 5097). If any human remains are discovered or recognized in any location other than a dedicated cemetery, there will be no further excavation or disturbance of the site or any nearby area reasonably suspected to overlie adjacent human remains until: 1. The county coroner has been informed and has determined that no investigation of the cause of death is required; and 2. If the remains are of Native American origin, the descendants of the deceased Native Americans have made a recommendation to the landowner or the person responsible for the excavation work for means of treating or disposing of, with appropriate dignity, the human remains and any associated grave goods as provide in the PRC 5097.98. Or: 3. The NAHC was unable to identify a decedent, or the descendent failed to make a recommendation within 24 hours after being notified by the commission. If human remains are discovered during any demolition/construction activities, all ground-disturbing activities within a 330-foot radius of the remains shall be halted immediately, and the Mendocino County coroner shall be notified immediately, according to Section 5097.98 of the state Public Resources Code and Section 7050.5 of California’s Health and Safety Code. If the remains are determined by the County coroner to be Native American, the NAHC shall be notified within 24 hours, and the guidelines of the NAHC shall be adhered to in the treatment and disposition of the remains. The City shall consult with the Most Likely Descendant, if any, identified by the NAHC regarding the treatment and disposition of the remains. Should paleontological resources be identified at any project construction site, the Contractor shall cease operation within a 330-foot radius of the discovery and immediately notify the City. The City will provide a qualified paleontologist to provide an evaluation of the find and to prescribe mitigation measures to reduce impacts to a less-than-significant level. In considering any suggested mitigation proposed by the paleontologist, the City shall determine whether avoidance is necessary and feasible in light of factors such as the nature of the discovery, project design, costs, land use assumptions, and other considerations. If avoidance is unnecessary or infeasible, other appropriate measures shall be instituted. Work may proceed on other parts of the project site while mitigation for paleontological resources is carried out. Add to section 14-6.03B: Construction shall not cause nest abandonment of special-status species of birds or destruction of active nests of species protected by the Migratory Bird Treaty Act or Section 3503 of the California Department of Fish and Wildlife (CDFW) Code (protection of nesting passerines). The following measures shall be implemented to avoid disturbing any special status species nesting above ground. Vegetation removal conducted during the nesting period shall require a pre-construction survey for active bird nests, conducted by a qualified biologist. No known active nests shall be disturbed without a permit or other authorization from the U.S. Fish and Wildlife Service (USFWS) and the CDFW. 1. For earth-disturbing activities occurring during the breeding season (March 1 through September 1), a qualified biologist shall conduct pre-construction surveys of all potential nesting habitat for all birds within 500 feet of earth disturbing activities. 2. If active special status bird nests are found during pre-construction surveys: a. A 500-foot no-disturbance buffer shall be created around active raptor nests during the breeding season or until it is determined that all young have fledged. b. A 250-foot buffer zone will be created around the nests of other special status birds and of all other birds that are protected by CDFW Code 3503. These buffer zones are consistent with CDFW avoidance Page 325 of 457 URBAN CORE REHABILITATION 54 Spec No.23-07 guidelines; however, they may be modified in coordination with CDFW based on existing conditions at the project site. 3. If preconstruction surveys indicated that nests are inactive or potential habitat is unoccupied during the construction season, no further mitigation is required. Shrubs and trees that have been determined to be occupied by special status birds or that are located 500 feet from active nests may be removed. 4. If vegetation removal activities are delayed or suspended for more than two weeks after the pre - construction survey, the areas shall be resurveyed. The City of Ukiah will provide a qualified biologist. The Contractor shall coordinate with the City of Ukiah and the biologist and schedule all surveys sufficiently in advance so as to not cause delays in the Work. The Contractor shall anticipate and incorporate such surveys into the construction schedule. Replace the 2nd paragraph of section 14-8.02 with: The Contractor’s attention is directed to the provisions of Section 14-8, “Noise and Vibration", of the Standard Specifications and Section 9.08, Saturday, Sunday, Holiday, and Night Work, of the General Conditions concerning the control of noise emissions and authorized work hours and days. Do not exceed 86 dBA LMax at 50 feet from the job site activities from 7:00 p.m. to 7:00 a.m. except you may operate equipment within the project limits during these hours to: 1. Service traffic control facilities 2. Service construction equipment The Contractor shall notify all residents within a 500-foot radius of the construction site about the proposed construction schedule. The notification shall be in writing and it shall be developed by the Contractor and submitted to the Engineer for approval a minimum of 5 working days prior to the proposed public notification. The City shall provide a Noise Disturbance Coordinator who shall be responsible for acting on any local complaints concerning the construction noise being generated by reason of the work of the project. The Contractor shall conspicuously post a telephone number for the Noise Disturbance Coordinator at the construction site and he shall include it in the construction schedule notice to be provided to the residents. The Noise Disturbance Coordinator shall investigate the noise complaint allegations and shall require the Contractor to implement reasonable measures to mitigate the noise level in accordance with these requirements and of the Standard Specifications. The Contractor shall locate all stationary noise generating construction equipment such as air compressors and generators as far as practical from the nearby residences and other noise sensitive land uses. The noise source shall be acoustically shielded when practical. The Contractor shall prohibit unnecessary idling of internal combustion engines. Add to section 14-9.02: The Contractor shall comply with the Mendocino County Air Quality Management District Rules 1-410 and 4- 130. Add to section 14-11.08E: Dust control shall conform to the provisions of Section 14-11.08E and Section 18 of the Standard Specifications. In accordance with the recommendations contained in the certified Project EIR, all active construction areas shall be watered at least twice daily and more often during hot or windy periods. The active areas adjacent to businesses and residential areas shall be kept damp at all times. Hauling trucks shall be covered or at least a two- foot freeboard shall be maintained. Unpaved access roads, parking areas for construction equipment and construction employee vehicles, staging areas, and storage areas shall be paved with hot mix asphalt or have a stabilized access in accordance with the Plans and referenced details. Unpaved construction staging areas shall receive the application of either water twice daily or non-toxic soil stabilizers. All paved access roads, parking areas, staging areas, storage areas, and public roads impacted by the work of the project shall be swept daily with street sweepers equipped with water spray to remove soil materials that have been deposited on these surfaces by reason of the work. Page 326 of 457 URBAN CORE REHABILITATION 55 Spec No.23-07 The Contractor shall enclose, cover, or water twice daily or apply non-toxic soil stabilizers or install erosion control blankets to or on exposed stockpiles, embankment slopes, and cut slopes. Traffic speeds on unpaved surfaces shall be limited to a maximum speed of 15 mph. Add after the 2nd paragraph of section 14-11.12A: This project includes removal of yellow thermoplastic that will produce hazardous waste residue. Add after the 1st paragraph of 14-11.12E: After the Engineer accepts the analytical test results, dispose of yellow thermoplastic and yellow paint hazardous waste residue at a Class 1 disposal facility located in California within 60 days after accumulating 220 lb of residue. If less than 220 lb of hazardous waste residue and dust is generated in total, dispose of it within 30 days after the start of accumulation of the residue. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 15 EXISTING FACILITIES Add to section 15-1.03B: Concrete sidewalk, curb ramp, shoulder and curb and gutter designated on the Plans to be removed shall be removed by the Contractor. The Contractor shall dispose of all Portland cement concrete and asphalt concrete generated from removal or demolition activities on the project at a recycler for these materials. The Contractor shall provide receipts verifying delivery and approximate quantities (in tons) of the material delivered to a material recycler. All other excess materials from the project shall become the property of the Contractor and shall be disposed of by him at his expense. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 16 TEMPORARY FACILITIES No Changes. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ DIVISION III EARTHWORK AND LANDSCAPE 17 GENERAL ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ Add to section 17-2.03A: This work shall consist of removing all objectionable material within the limits shown on the Plans and as directed by the Engineer. Clearing and grubbing shall be performed in advance of grading operations and in accordance with the requirements of these Special Provisions. Special care shall be taken by the Contractor to protect adjacent property, improvements, utilities facilities, lawns, landscape features and landscape irrigation and shrubbery from damage. Any such objects or improvements so damaged shall be replaced or restored in kind by the Contractor, at his own expense, to the satisfaction of the Engineer. All existing street designation and traffic control signs and posts within the limits of work shall be carefully removed, cleaned of excess earth and debris, and delivered to the City, except those that are required for traffic control as determined by the Engineer or as shown on the Plans to be relocated. The area to be cleared and grubbed shall be the area shown on the Plans, unless otherwise specified. All stumps, large roots, and other objectionable materials shall be removed to a depth of 3 feet below finished grade in the area between curbs, and to a depth of 12 inches below finished grade in the area between curb and public utility easement line. The resulting spaces shall be backfilled with suitable fill material placed and compacted in accordance with the applicable provisions of Section 19-6.03 of the Standard Specifications. Page 327 of 457 URBAN CORE REHABILITATION 56 Spec No.23-07 ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 18 DUST PALLIATIVE Add to section 18-1.01A: The application of water and the developing of a water supply shall be performed in accordance with the provisions of Section 18, “Dust Palliative,” of the Standard Specifications except as modified by these Special Provisions. The Contractor is advised that water may be obtained from fire hydrants within the project area under permit with the City’s Public Utilities Department and upon the payment of a meter deposit. Permit application and inquiry as to the water usage fees are to be made at Public Utilities Department-Water Division Building within the City’s Corporation Yard located at 1320 Airport Road, (707) 463-6200. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 19 EARTHWORK Add to section 19-1.03B: Removal of existing bituminous pavement and base materials will be paid for as “Roadway Excavation” for the quantities involved and no additional allowance will be made therefor. Existing utilities exposed during subgrade excavation shall be immediately brought to the attention of the Engineer. Excess materials from the excavation shall become the property of the Contractor and shall be disposed of by the Contractor at the Contractor’s expense. In the event that the subgrade material is unstable and cannot be made stable by drying the top six inches as determined by the Engineer then the Contractor shall excavate an additional 12 inches, install subgrade enhancement geotextile and install 12 inches of Class 2 aggregate base. Subgrade enhancement geotextile shall be installed in accordance with the provisions of Section 19 -8 of the Standard Specifications. Prior to the placement of subgrade enhancement geotextile, the Contractor shall remove all loose dirt as left from excavation activities, scarify the subgrade a minimum depth of 6 inches, and compact to 95% relative compaction. Subgrade enhancement geotextile shall be Class B1 per Section 96-1.02O of the Standard Specifications. Add to section 19-2.01A: Roadway excavation shall include all excavation, grading, bioretention area excavation, landscape and tree excavation and fill, subgrade preparation, disposal of excess material, and all other work as specified herein. Add to section 19-2.03A: The exposed subgrade surface shall be reviewed by the Geotechnical Engineer to confirm it is ready to receive improvements. Following Geotechnical Engineer review, the existing subgrade material below the new aggregate base shall be scarified to a depth of 6 inches, moisture conditioned to within 2 percent of optimum moisture content, and compacted to a minimum of 95 percent relative compaction. Add to section 19-7.02C: Imported borrow shall have a minimum Resistance Value (R-Value) of 20, rock particles no larger than 3 inches, and with 100% passing a 6-inch sieve, 85% minimum passing a 2.5-inch sieve, 30% minimum passing a No. 200 sieve. Atterberg limits: Plastic Limit PI < 20, Liquid Limit < 40. Page 328 of 457 URBAN CORE REHABILITATION 57 Spec No.23-07 ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 20 LANDSCAPE No Changes ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 21 EROSION CONTROL Not Used Add to section 21-2.03A: Remove sediment deposits from inside of existing storm drains and culverts shown on the Plans. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 22 FINISHING ROADWAY No Changes ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ DIVISION IV SUBBASES AND BASES 23 GENERAL No Changes ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 24 STABILIZED SOILS No Changes ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 26 AGGREGATE BASES Add to section 26-1.02A: Aggregate base shall be Class 2 3/4" inch maximum. Aggregate base shall be placed, moisture conditioned, graded, and compacted to the grades or limits shown on the Plans. Add to section 26-1.02B: Construction of the new aggregate base shall conform to Section 26 of the Standard Specifications. Grading shall comply with the requirements of Section 19 of the Standard Specifications and these special provisions. During any grading operations, the Contractor is directed to Section 7, “Legal Relations and Responsibility to the Public”. The Contractor shall protect any items, facilities, or improvements, as necessary, in order to avoid causing damage. The existing subgrade material below the new aggregate base shall be prepared as described in Section 19 of these special provisions. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 27 CEMENT TREATED BASES Not Used Page 329 of 457 URBAN CORE REHABILITATION 58 Spec No.23-07 ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 28 CONCRETE BASES Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 29 TREATED PERMEABLE BASES Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 30 RECLAIMED PAVEMENT Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 31–35 RESERVED Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ DIVISION V SURFACINGS AND PAVEMENTS 36 GENERAL No Changes ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 37 BITUMINOUS SEALS No Changes ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 38 RESERVED Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 39 ASPHALT CONCRETE Add to section 39-2.01A(1): Test method Year of publication AASHTO T322 - Standard Method of Test for Determining the Creep Compliance and Strength of Hot Mix Asphalt (HMA) Using the Indirect Tensile Test Device 2007 AASHTO TP 79 - Standard Method of Test for Determining the Dynamic Modulus and Flow Number for Asphalt Mixtures Using the Asphalt Mixture Performance Tester (AMPT) 2018 ASTM D2172 - Standard Test Methods for Quantitative Extraction of Bitumen from Bituminous Paving Mixtures 2017 ASTM D6433 - Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys 2018 Extraction of Aramid Fibers from Fiber Reinforced Asphalt Concrete – Special Test Method (Attached) 2014 Page 330 of 457 URBAN CORE REHABILITATION 59 Spec No.23-07 Add to section 39-2.01A(2): reinforcing fibers: High tensile strength aramid fiber blend specially formulated to reinforce hot mix asphalt. fiber reinforced asphalt concrete (FRAC): A mixture of hot mix asphalt and reinforcing fibers that has greater resistance to rutting, thermal cracking, fatigue cracking, and reflective cracking as compared to conventional non-fiber asphalt mixes. Aramid Dispersion State Ratio (ADSR): A measure of the dispersion efficiency of the Reinforcing Fibers within asphalt mixes. ADSR is calculated by comparing the mass of aramid in the individual state to the total mass of extracted aramid fibers, expressed as a percentage. Add to section 39-2.01A(3)(b)(i): 5. Representative fiber product sample. 6. Fiber product data sheet and certification from the Manufacturer that the fiber product supplied meets the requirements of this specification. 7. Manufacturer’s instructions and general recommendations. 8. Performance results of ADSR testing from a minimum of three (3) separate laboratory trials to validate Dispersion Efficiency. a. Perform ADSR test based on modified ASTM D2172 procedures as provided in the document entitled “Extraction of Aramid Fibers from Fiber Reinforced Asphalt Concrete – Special Test Method”. A copy of the modified extraction methodology can be obtained by making an inquiry to the Pavement and Materials Laboratory at Arizona State University at NCE@asu.edu. b. To validate ADSR results, average extracted aramid fiber quantity must equal 0.007 percent by total sample weight with no individual result less than 0.005 percent of the total sample weight. c. All tested fiber mixes must achieve a minimum ADSR of 85%. 9. Performance results of Pavement Condition Index (PCI) testing from a minimum of three (3) separate side-by-side field trials with a minimum in-service pavement age of four (4) years to validate Cracking Resistance. a. PCI surveys shall be performed according to ASTM D6433. b. Tests results shall include a control and a fiber reinforced pavement section. FRAC mix shall be identical to control mix except for the inclusion of fibers added at the same dosage as proposed on the project. c. In field performance sections shall be subject to the same environmental and traffic conditions. A minimum surface area of 500 yd2 per FRAC and control section is required. d. PCI results from fiber sections shall show a minimum 10 PCI points greater than the control section after a minimum of 4 years. 10. Performance results of FN testing from a minimum of three (3) separate laboratory trials to validate Rutting Resistance. **NOTE: Testing is NOT required on samples from the job mix, submit previously completed lab testing only. a. Perform FN tests using the protocol from AASHTO TP79. b. Tests results shall include a control and a fiber reinforced mix. FRAC mix shall be identical to control mix except for the inclusion of fibers added at the same dosage as proposed on the project. Page 331 of 457 URBAN CORE REHABILITATION 60 Spec No.23-07 c. Results from fiber specimens shall each show an average FN increase of at least 75% over control specimens. 11. Submit a minimum of five (5) public project examples within the State of California with references (name, phone number and email address) where the reinforcing fiber product was used. All historical test results submitted to validate the fiber’s performance in asphalt mixes shall be from previously completed laboratory and field trials using plant-produced FRAC from a documented source only. Results from lab-produced FRAC or FRAC from an undocumented source will not be accepted. Fiber dosage rate in all submitted test reports must be equal to the rate proposed for this project. Only testing performed by an AASHTO accredited laboratory or nationally recognized university testing lab will be considered. Add to section 39-2.01A(4)(b): In the Engineer's presence and from the same production run, take the following samples: 1. Aramid Dispersion Visual Test: Collect a 10kg sample of mix from the discharge chute during first 50 tons of production. Visually assess the state of aramid fibers in the sample according AASHTO TP79 and rate the sample as “Pass” or “Fail”. a. “Pass” = All fibers exist in an Individual State and no Undistributed Clips or Agitated Bundles of fiber are detected. b. “Fail” = One or more Undistributed Clips or Agitated Bundles are detected. 2. If a sample is rated as “Fail”, adjust mixing operations to improve fiber dispersion and repeat Step 1 above. 3. If Visual Test results in three consecutive “Fail” ratings, plant mix samples should be sent to a third - party laboratory for complete ADSR testing before production is allowed to commence. 4. In addition to Visual Test, use a shovel to inspect FRAC mix in the back of first three (3) trucks and every tenth truck thereafter to confirm adequate blending of the fiber. 5. Remove any observed fiber bundles from placed mixture and adjust operations per the manufacturer’s recommendation to eliminate future fiber bundle development, and repeat Steps 1 through 3 above to confirm adequate aramid fiber dispersion. New section 39-2.01B(6) Reinforcing Fibers Provide a reinforcing fiber blend of Virgin Polyolefins and Virgin Aramids that meets the requirements in the tables below. Reinforcing Fiber Material Properties Property Test Method Polyolefin Aramid Form Manufacturer Certification Serrated Monofilament Nominal Specific Gravity ASTM D276 0.91 1.44 Tensile Strength (psi) ASTM D7269 NA1 400,000 Length (in) Manufacturer Certification 0.75 0.75 Page 332 of 457 URBAN CORE REHABILITATION 61 Spec No.23-07 Reinforcing Fiber Performance Properties Performance Measure Test Method Standard Requirement Dispersion Efficiency Aramid Dispersion State Ratio (ADSR) Modified ASTM D2172 ≥ 85% Field Performance Cracking Resistance Pavement Condition Index ASTM D6433 ≥ 10 PCI Points Increase, Minimum 4 Years Resistance to Permanent Deformation (Rutting) Flow Number (FN) AASTHO TP79 ≥ 75% increase Reinforcing fibers shall be FORTA-FI®, provided by the Forta Corporation, or an approved equivalent product and meets the specified submittal, performance and material properties outlined in these Special Provisions. Replace section 39-2.01B(3) with: Asphalt binder used in HMA Type A must be Grade PG 64-16. Replace section 39-2.01B(10) with: Tack Coat shall be Grade PG 64-16, conforming to the provisions of Sections 39 and 92 of the Standard Specifications and shall be used between layers of each lift of HMA, and on curbs, gutters and construction joints. Replace the 2nd paragraph in section 39-2.02A(1) with: Produce and place HMA Type A. Add to section 39-2.02B(4): Aggregate used in HMA Type A must comply with the 3/4-inch HMA Types A gradation for initial course. Aggregate used in HMA Type A must comply with the 1/2-inch HMA Types A gradation for final course. Add to section 39-2.01B(8)(a): Deliver fiber-reinforcement in sealed, undamaged containers with labels intact and legible, indicating material name and lot number. Deliver fiber-reinforcement to location where it will be added to each batch or loaded into the mixer. Store materials covered and off the ground. Keep sand and dust out of boxes and do not allow boxes to become wet. Add aramid and polyolefin reinforcing fiber blends at a dosage rate of one (1) pound fiber per one (1) ton of asphalt. Add alternative aramid fiber blends at a rate proposed by the manufacturer that achieves the ADSR, PCI, and FN results required by Section D. A fiber manufacturer’s representative shall be on site during mixing and production. This requirement may be waived by the City if fiber manufacturer and asphalt producer can supply evidence of manufacturer’s brand of fiber being successfully produced a minimum of three (3) times at the asphalt plant to be used for the project. Batch Plant. When a batch plant is used, add fiber to the aggregate in the weigh hopper and increase both dry and wet mixing times. Ensure that the fiber is uniformly distributed before the injection of asphalt cement into the mixture. Drum Plant: Inject fibers through the RAP collar manually or by feeding them with a metered air blown system to promote rapid and complete fiber dispersion. Rate the feeding of fibers with the rate the plant is producing Page 333 of 457 URBAN CORE REHABILITATION 62 Spec No.23-07 asphalt mix. If there is any evidence of fiber bundles at the discharge chute, increase the mixing time and/or temperature or change the angle of the fiber feeder line to increase dry mixing time. 1. Add fibers continuously and in a steady uniform manner. Provide automated proportioning devices and control delivery within ±10% of the mass of the fibers required. Perform an equipment calibration to the satisfaction of the fiber manufacturer’s representative to show that the fiber is being accurately metered and uniformly distributed into the mix. 2. Include the following with the air blown system: a. Low level indicators b. No-flow indicators c. A printout of feed rate status in pounds/minute d. A section of transparent pipe in the fiber supply line for observing consistency of flow or feed. e. Manufacturer’s representative’s approval of fiber addition system Add to section 39-2.01B(11): HMA shall be 1/2-inch Type A. The minimum asphalt binder content must be 6.0 percent for 1/2-inch aggregate. Asphalt binder shall be PG 64-16. Add to section 39-2.02C: During the entire construction period, the Contractor shall take care to protect existing pavement and concrete surfaces. Surfaces scarred by cleanup or equipment shall be repaired in a manner satisfactory to the Engineer. Any and all damage caused by the Contractor's operations to existing roads and streets shall be repaired by the Contractor to at least the original condition and to the satisfaction of the Engineer, at no additional cost to the City. If pavement is damaged (excessive loading, grouser marking, scarring/scraping of pavement, etc.) outside the limits of the work, a full lane width grinding and overlay will be required as directed by the Engineer at no additional compensation to the Contractor. Ensure the area is clean and dry. All material accumulations which would interfere with the adhesion of the tack coat or with the placing and performance of the HMA shall be removed, including dust, loose aggregate, soil, leaves, and pieces or lumps of other foreign material deposited on the surface. A tack coat shall be applied to existing pavement including planed surfaces, between HMA layers, and to vertical surfaces of curbs, gutters and construction joints at the minimum residual rates specified in Section 39-2.01C(3)(f) “Tack Coat” of the Standard Specifications. Before placing HMA, a tack coat shall be furnished and applied uniformly to contact surfaces of all cold pavement joints, curbs, gutters, pavement reinforcing fabric and all existing pavement to be surfaced in conformance with Section 39 of the Standard Specifications. Tack coat shall be applied to any course in advance of spreading the next course unless the surface temperature is at least 140 °F. Hot mix asphalt shall not be placed until tack coat has cured. Immediately in advance of placing HMA, apply additional tack coat to damaged areas or where loose or extraneous material is removed. Page 334 of 457 URBAN CORE REHABILITATION 63 Spec No.23-07 Close areas receiving tack coat to traffic. Do not track tack coat onto pavement surfaces beyond the job site. Placing HMA shall be done under suitable weather conditions for such operations. Rain, snow or other inclement weather will be cause for discontinuing paving Work. The Engineer shall have the authority for determining whether weather conditions are sufficient cause to postpone work. Spreading and compacting shall be performed in accordance with Section 39-2.01C and Section 39-2.02C of the Standard Specifications. HMA shall be transferred from the trucks into the hopper of the paving machine by means of a shoulder machine equipped with a conveyor belt. Any equipment used to transfer asphalt concrete to the paving machine shall not exceed the load capacity of any surface it is driven over and, therefore, shall not produce rutting or pumping of the existing roadway surface or newly placed HMA at any time. No trucks or other rubber-tired construction equipment are allowed on the subgrade at any time except when proofrolling in the presence of the Engineer. Longitudinal joints in the top layer must match specified lane edges shown on the striping Plans. Longitudinal joints in lower HMA layers shall be offset at least 0.5 feet from each side of the specified lane edges. Finish rolling shall be completed before pavement surface temperature is below 150 degrees F. Traffic shall not be allowed on HMA until mid-depth temperature is below 160 degrees F and the pavement surface temperature is below 140 degrees F. The completed surfacing shall be true to grade and cross section, of uniform smoothness and texture, compacted firmly and free from depressions, humps or irregularities. Dik es shall be shaped and compacted with equipment capable of shaping and compacting the material to the required cross section. Add to section 39-3.04: 39-3.04 Cold Planing Asphalt Concrete Pavement 39-3.04A General Existing asphalt concrete pavement shall be removed by cold-plane methods at the locations and to the dimensions shown on the Plans, including conform grinding. Striping and markings located within cold-plane limits shall be removed with cold planed asphalt concrete. Conform grinding asphalt concrete pavement shall be performed by the cold planing method. Planing of the asphalt concrete pavement shall not be done by the heater planing method. Cold planing machines shall be equipped with a cutter head not less than 30 inches in width and shall be operated so as not to produce fumes or smoke. The cold planing machine shall be capable of planing the pavement without requiring the use of a heating device to soften the pavement during or prior to the planing operation. The depth, width and shape of the cut shall be as indicated on the typical cross -sections, details, or as directed by the Engineer. The final cut shall result in a uniform surface conforming to the typical cross -sections and details. The outside lines of the planed area shall be neat and uniform. Planing asphalt concrete pavement operations shall be performed without damage to the surfacing to remain in place. Planed widths of pavement shall be continuous except for intersections at cross-streets where the planing shall be carried around the corners and through the conform lines. Following planing operations, a drop -off of more than 0.15-foot will not be allowed at any time between adjacent lanes open to public traffic. When transverse joints are planed in the pavement at conform lines, no drop-off shall remain between the existing pavement and planed area when the pavement is opened to pubic traffic. If asphalt concrete has not been placed to the level of existing pavement before the pavement is to be opened to public traffic, temporary asphalt concrete tapers shall be constructed. Asphalt concrete for temporary tapers shall be placed to the level of the existing pavement and tapers on a slope of 30:1, or flatter, to the level of the planed area. Asphalt concrete for temporary tapers shall be commercial quality and may be spread and compacted by any Page 335 of 457 URBAN CORE REHABILITATION 64 Spec No.23-07 method that will produce a smooth riding surface. Temporary asphalt concrete tapers shall be completely removed, including the removal of all loose material from the underlying surface, before placing the permanent surfacing. Such removed material shall be disposed of outside the highway right -of-way in accordance with the provisions of Section 14-10, “Solid Waste Disposal and Recycling,” of the Standard Specifications. Operations shall be scheduled such that not more than seven (7) days shall elapse between the time when transverse joints are planed in the pavement at the conform lines and the permanent surfacing is placed at such conform lines. The material planed from the roadway surface, including material deposited in existing gutters or on the adjacent traveled way, shall be removed and disposed of outside the right -of-way in accordance with the provisions in Section 14-10, “Solid Waste Disposal and Recycling,” of the Standard Specifications. Removal operations of cold- planed material shall be concurrent with planing operations and follow within 50 feet of the planer, unless otherwise directed by the Engineer. A cold planer may not be used for recycling asphalt concrete pavement into aggregate base. Any concrete rings (i.e., at manholes) within the roadway shall be adjusted to cleanly accommodate new HMA pavement. Schedule cold planing activities so that not more than 3 days elapses between the time the pavement is cold planed and the HMA is placed. 39-3.04B Materials Use the same quality of HMA for temporary tapers that is used for the HMA overlay or comply with the specifications for minor HMA in Section 39. 39-3.04C Construction 39-3.04C(1) General The machine used for planing shall have performed satisfactorily on similar work and shall meet the following requirements herein. The planing machine shall be specifically designed and built for the planing of bituminous pavements without the addition of heat. The machine shall be capable of being operated at speeds of zero to forty feet per minute, it shall be self - propelled, and have the capability of spraying water at the cutting drum to minimize dust. The machine shall be operated in such a way so that no fumes or smoke will be produced. The machine shall be capable of removing the paving material next to curbs or gutters and be designed such that the operator thereof can at all times observe the planing operation without leaving the controls. The machine shall be adjustable for slope and depth and shall be equipped with sonic sensing devices for controlling depth. Prior to cold planing, all utility facilities shall be lowered to below the grinding planes. Limits of cold planing are shown on the Plans. The depths and dimensions of the cold planing and edge grinds are designated on the Plans and may vary as required to achieve design finish grades. Cold planing may require removal of existing asphalt concrete above gutter lips, in addition to the required depth below the gutter lip. Pavement to be cold planed may contain pavement fabric. Prior to cold planing, on streets to have a uniform depth of the existing surface removed, all utility covers shall be lowered such that the cutting teeth of the planing machine passes over the adjusted lid without causing damage to the lid or frame. Contractor will be responsible for maintaining any temporary asphalt fill material over these facilities until the final paving surface is installed. The Contractor shall clearly mark or reference lowered sanitary sewer manholes, storm drain manholes, and water valves in case emergency access is required by the agency responsible for operation of those systems. Page 336 of 457 URBAN CORE REHABILITATION 65 Spec No.23-07 All pavement areas designated for removal and replacement shall be cold planed to the full width of the roadway. Pavement against curb faces shall be removed to the full depth designated for that particular section of roadway. If pavement against curb faces cannot be removed by the planing machine, the Contractor shall use other means to remove this material. If tear-out to the underlying layers occurs during the cold planing operation, the Contractor shall adjust his operation to minimize tear-out. Corrections shall include changing operation speed and replacing cutting teeth. Changes in cold planing depth shall only be made with approval of the Engineer. Areas torn out by lack of diligence on the Contractor’s part shall be corrected by placement of asphalt concrete conforming to the requirements of these special conditions. Areas torn out due to pre -existing adhesion problems in the existing asphalt concrete shall be corrected at the City’s expense as directed by the Engineer. Remove cold planed material concurrent with planing activities so that removal does not lag more than 50 feet behind the planer. During the cold planing operation, the Contractor shall sweep the roadway with mechanical equipment and remove all loosened material from the project site until completion of the removal work. All material removed shall be considered the property of the Contractor and shall be removed and disposed of in accordance with Section 14-10, “Solid Waste Disposal and Recycling,” and all applicable laws at the Contractor’s expense. Contractor shall dispose of all asphalt concrete generated from removal or demolition activities on the project at a recycler for these materials. The Contractor shall provide receipts verifying delivery and approximate quantities (in tons) of the material delivered to a material recycler. All other excess materials from the project shall become the property of the Contractor and shall be disposed of by him at his expense. In addition to removing the cold planned asphalt concrete, the Contractor shall remove any slurry seal or asphalt concrete which is adhered to the top of the adjacent gutter, cross gutter, or spandrel. The Contractor shall take all necessary measures to avoid the dispersion of dust. Attention is directed to section 18, “Dust Palliatives,” of the Standard Specifications and these special provisions. Add to section 39-3.05C: Asphalt and concrete removal operations shall be performed without damage to any structure or facility that is to remain in place, and the Contractor shall, at his own expense, repair any such damage to the satisfaction of the Engineer. Where no joint exists between 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 a neat line to a minimum depth of 0.25 -foot with a power driven saw before the concrete or asphalt concrete is removed. Asphalt shall be removed along clean, straight lines and may be cut by any method which will not damage existing pavement, base or subgrade to remain in place. Edges of asphalt broken down during the making of subgrade shall be recut and removed before surfacing material or new asphalt pavement is placed, and no additional compensation will be made therefor. Sections of asphalt outside the lines and limits of removal shown on the Plans or established by the Engineer that are removed, broken or damaged by the action of the Contractor, or through his negligence or operations, shall be replaced by the Contractor at his own expense to the satisfaction of the Engineer. Striping and markings located within asphalt pavement removal limits shall be removed as part of asphalt concrete removal. The Contractor shall dispose of all Portland cement concrete and asphalt concrete generated from removal or demolition activities on the project at a recycler for these materials and in accordance with Section 14 -10, “Solid Waste Disposal and Recycling,” of the Standard Specifications. The Contractor shall provide receipts verifying delivery and approximate quantities (in tons) of the material delivered to a material recycler. All other excess materials from the project shall become the property of the Contractor and shall be disposed of by him at his Page 337 of 457 URBAN CORE REHABILITATION 66 Spec No.23-07 expense. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 40 CONCRETE PAVEMENT No Changes ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 41 EXISTING CONCRETE PAVEMENT No Changes ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 42 GROOVE AND GRIND CONCRETE Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 43–44 RESERVED Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ DIVISION VI STRUCTURES 45 GENERAL Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 46 GROUND ANCHORS AND SOIL NAILS Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 47 EARTH RETAINING SYSTEMS Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 48 TEMPORARY STRUCTURES Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 49 PILING Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 50 PRESTRESSING CONCRETE Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 51 CONCRETE STRUCTURES Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 52 REINFORCEMENT Not Used Page 338 of 457 URBAN CORE REHABILITATION 67 Spec No.23-07 ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 53 SHOTCRETE Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 54 WATERPROOFING Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 55 STEEL STRUCTURES Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 56 OVERHEAD SIGN STRUCTURES, STANDARDS, AND POLES Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 57 WOOD AND PLASTIC LUMBER STRUCTURES Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 58 SOUND WALLS Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 59 STRUCTURAL STEEL COATINGS Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 60 EXISTING STRUCTURES Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ DIVISION VII DRAINAGE 61 GENERAL No Changes ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 62-63 RESERVED No Changes ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 64 PLASTIC PIPE No Changes ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 65 CONCRETE PIPE No Changes Page 339 of 457 URBAN CORE REHABILITATION 68 Spec No.23-07 ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 66 CORRUGATED METAL PIPE Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 67 STRUCTURAL PLATE CULVERTS Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 68 SUBSURFACE DRAINS Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 69 OVERSIDE DRAINS Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 70 MISCELLANEOUS DRAINAGE FACILITIES No Changes ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 71 EXISTING DRAINAGE FACILITIES Add to section 71-5.03B: The concrete around all adjusted frames, covers, grates and manholes shall be left one and one -half (1-1/2”) inches lower than the adjacent pavement. The concrete surface shall be tack coated with 0.10 gallons per square yard and paved with ½ inch Type A HMA. Immediately after placement, the surface shall be sand sealed. The surface adjusted facilities shall be true to the new pavement surface to within one-eighth inch (1/8”) deviation. This tolerance shall apply in a single direction only, either up or down. In addition, the adjusted facility shall not vary by the high tolerance on one side and the low tolerance on the other (i.e. the total aggregated tolerance on both sides shall be limited to the 1/8” inch variation). This variation shall apply to the adjacent patch paving around the facility as well such that neither the paving nor the facility varies by more than the stated tolerance. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ DIVISION VIII MISCELLANEOUS CONSTRUCTION 72 SLOPE PROTECTION Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 73 CONCRETE CURBS AND SIDEWALKS Replace section 73-1.02B with: Pedestrian curb ramp detectable warning surface shall consist of raised truncated domes constructed with pedestrian ramps in conformance with the details shown on the Plans and described in these special provisions. The detectable warning surface shall be Vitrified Polymer Composite (VPC) Cast In Place Detectable/Tactile Warning Surface Tiles, and shall be an epoxy polymer composition with an ultra violet stabilized coating employing aluminum oxide particles in the truncated domes. Detectable warning surface shall be Armor -Tile cast-in-place detectable warning surface or approved equal. Submit manufacturer’s literature describing products, specifications, installation procedures and routine maintenance. Install in strict accordance with manufacturer’s written installation procedures. The color of the detectable warning shall be yellow conforming to Federal Standard 595B, Color No. 33538. Page 340 of 457 URBAN CORE REHABILITATION 69 Spec No.23-07 The finish surface of the detectable warning surface shall be free from blemishes. No cutting of the tiles will be allowed. Installation will be per manufacturer’s instructions or as directed by the Engineer. The manufacturer shall provide a written 5-year warranty for prefabricated detectable warning surfaces, guaranteeing replacement when there is a defect in the dome shape, color, fastness, sound -on-cane acoustic quality, resilience, or attachment. The warranty period shall begin upon final acceptance of the project. Prior to constructing the cast-in-place detectable warning surface, the Contractor shall demonstrate the ability to produce a detectable warning surface conforming to the details shown on the Plans and these special provisions by constructing a 24" x 24" test panel. Add before the 1st paragraph in section 73-3.03: Before placing concrete, verify that forms and site constraints allow the required dimensioning and slopes shown. Immediately notify the Engineer if you encounter site conditions that will not accommodate the design details. Modifications ordered by the Engineer are change order work. Replace section 73-4.01C with: Submit the manufacturer data for the curing and finishing compounds for each type of concrete finish. Replace section 73-4.01D(1) with: Installer Qualifications: Engage an experienced Installer who has completed in the last three (3) years at least ten (10) concrete installations similar in material, design, and extent to that indicated for this Project, and whose work has resulted in construction with a record of successful in -service performance. The installer shall be able to document examples of completed work. Specifications and recommended practices of American Concrete Institute (ACI), American Society for Testing and Materials (ASTM), and The Uniform Building Code are referred to in this Specification, with their individual designations are to be considered part of this Specification. Single-Source Responsibility: Obtain each color, type, and variety of concrete, aggregates, sand, joint materials, and other materials, from a single source with resources to provide products and materials of consistent quality in appearance and physical properties without delaying the Work. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 74 PUMPING EQUIPMENT AND CONTROLS Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 75 MISCELLANEOUS METAL Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 76 WELLS Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 77 LOCAL INFRASTRUCTURE No Changes ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 78 INCIDENTAL CONSTRUCTION Add to section 78-2.01: Survey monument adjustments shall conform to the provisions in Section 78-2, “Survey Monuments,” of the Standard Specifications, and these Construction Details. This item of work shall consist of resetting cast -in-place Page 341 of 457 URBAN CORE REHABILITATION 70 Spec No.23-07 Portland cement concrete survey monument at the location shown on the Plans, as directed by the Engineer, and these Construction Details. The survey marker disk for the survey monument will be furnished by the City at the site of the project. The exact location of the monuments will be established by the Engineer and upon completion, the monuments will be checked and the center point stamped by the Engineer. Waste materials generated by resetting survey monuments shall be disposed of in accordance with the requirements of Section 14-10, “Solid Waste Disposal and Recycling,” of the Standard Specifications. The concrete portion of monuments shall be constructed in accordance with the provisions in Section 51, “Concrete Structures,” and Section 90, “Portland Cement Concrete.” Concrete shall be minor concrete. A one-inch maximum aggregate shall be used. Any monuments which will or may be disturbed by construction activities or are replaced as part of the project must be tied out and corner record filed prior to construction. The Contractor will not be required to file corner records. The Contractor MUST receive clearance from the Engineer in writing prior to disturbing any monument. All work associated with resetting survey monuments is the responsibility of the Contractor, including any costs associated with the work. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 79 RESERVED Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 80 FENCES Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ DIVISION IX TRAFFIC CONTROL FACILITIES 81 MISCELLANEOUS TRAFFIC CONTROL DEVICES No Changes ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 82 SIGNS AND MARKERS Add to section 82-9.03A: In paved areas, the metal post shall be removed, the foundation removed to 4 inches below grade, and the surface repaired. In unpaved areas, metal posts and foundations shall be removed in their entirety and the hole backfilled where the post and foundation has been removed. Relocate roadside signs to locations shown on the Plans. New and relocated signs shall be installed on removable posts per City Drawing No. 120. New sign panels shall conform to the requirements in the California Manual on Uniform Traffic Control Devices, latest edition. Signage shall conform to Section 56 in the Caltrans Standard Specifications, 2018 Edition. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 83 RAILINGS AND BARRIERS Not Used Page 342 of 457 URBAN CORE REHABILITATION 71 Spec No.23-07 ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 84 MARKINGS Add to section 84-2.01A: All pavement legends and traffic striping shall conform to the forms and dimensions in the Caltrans Standard Plans and Specification, 2018 Edition, and the California Manual on Uniform Traffic Control Devices, latest edition, and be thermoplastic, unless otherwise noted. Add to section 84-2.03A: The Contractor shall physically tie down the location of the beginning and ending of each paint or thermoplastic marking type in the adjacent curb top. The marking location shall not exceed fifty square inches each. Any locations exceeding this limit shall be removed by the Contractor prior to acceptance of the work. The Contractor shall contact the Engineer for review of tie downs. The Contractor shall be responsible for accurately referencing out and replacing the lines and positions of all traffic lines, directional lines, arrows, and other markings in accordance with the Plans. Temporary tab markers shall be placed not more than six (6’) feet apart on curves nor more than twelve (12’) feet apart on straight segments. Temporary tab markers (floppies) shall be the same color as the permanent traffic stripe that they are replacing, shall measure two (2”) inches tall by three and one-half (3-1/2”) inches wide, and have a reflective lens across the width of the marker. Temporary tab markers shall be placed before the lane is opened to traffic, unless otherwise approved by the Inspector. Cat tracking shall consist of stretching a rope on a straight line between control points on tangent alignment and on a true arc through control points on curved alignment and placing spots of paint along the rope. Prior to application of permanent striping and markers, the Contractor shall call for review and approval of the proposed striping by the Engineer. The Engineer shall have the right to make changes in the location and alignment of line stripes. Striping and traffic markings shall not be applied until after approval is granted by the Engineer. The Contractor shall allow a minimum of three (3) working days for review of the layout by the Engineer. Permanent traffic striping and markings including legends and arrows shall be placed within twenty -one (21) days after paving or surfacing, unless otherwise directed by the Engineer. Temporary marking tape or temporary tab markers denoting crosswalks shall be placed the same day that the pavement surfacing is placed. Temporary tab markers denoting crosswalks or limit lines shall be placed at intervals not to exceed three (3’) feet. Failure to comply with these requirements shall result in a liquidated damage of $150 per day for each street that has not received permanent installation of the required raised pavement markers, traffic striping, and markings. Add to section 84-2.03B: In areas adjacent to the reconstructed surfacing where existing striping must be changed to conform to a revised striping pattern, conflicting striping shall be removed by sand blasting, grinding, or other methods as specified in the Standard Specifications or by the Engineer. Removal of existing striping and markings shall not materially damage the underlying pavement. Existing striping and markings that are to remain in place shall be protected from damage in accordance with Section 84-1.03B of the Standard Specifications. The Contractor shall replace all striping which has been damaged or obliterated by or during the work. This shall include striping replacement completely across the street even in the event that the Contractor’s work may not extend that far. Both lines of each crosswalk shall be completely repainted even if only a portion of a line has been obliterated. When the Contractor’s work removes or reduces the visual appearance of a lane or center line, the Contractor shall replace all striping between the adjacent intersections in both directions. Where a median exists, this work will be required only in the roadway where the work has occurred, unless a detour which altered the pavement markings occurred in the other roadway. In such cases, the striping will be replaced in both directions. Page 343 of 457 URBAN CORE REHABILITATION 72 Spec No.23-07 Add to section 84-2.03C(2)(a): No primer or thermoplastic shall be installed within forty-eight (48) hours from the last measurable rain report as provided by the Engineer. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 85 RESERVED Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ DIVISION X ELECTRICAL WORK The work shall consist of furnishing all the labor, materials, tools, and equipment necessary to construct and complete in an efficient, operative, and workmanlike manner the installation of traffic signal systems in accordance with the Plans and these Technical Provisions. The Work also includes the exploratory excavations by potholing at the locations of all proposed traffic signal and street light poles. Traffic Signals shall conform to the provisions in Section 86, “General” and Section 87, “Electrical Systems” of the latest Caltrans Standard Specifications and these Special provisions. Signal Installation at: E Gobbi St / S Main St Wireless Signal Interconnet Installation at: E Gobbi St / S State St E Gobbi St / Waugh Ln Signal Modification at: E Perkins St / Orchard Ave Street Lighting Installation at: E Perkins St between Warren Dr and Orchard Ave 86 GENERAL Replace section 86-1.01D(3) with: Deliver material and equipment for testing to the City of Ukiah Public Works Salvage Yard located at 1320 Airport Boulevard in Ukiah. Allow 30 days for testing. The City of Ukiah will notify the contractor when testing is complete. If the City of Ukiah accepts the material or equipment, the contractor must pick it up from the test site and deliver it to the job site. If the City of Ukiah rejects material or equipment, remove it within 5 business days after you are notified it is rejected. If it is not removed within that period, the City of Ukiah may remove it and ship it to you and deduct the costs of labor, material and shipping. Resubmit a new sample and allow 30 days for retesting. The retesting period starts when the replacement material or equipment is delivered to the City of Ukiah Public Works Salvage Yard. Add to section 86-1.02B: The conduit in a foundation and between a foundation and the nearest pull box shall be Type 1. Page 344 of 457 URBAN CORE REHABILITATION 73 Spec No.23-07 All primary electrical conduit shall be Type 3 for all conduit and fittings. All elbows and sweeps shall be a minimum 36” radius. Long Line Couplings shall be used. Flex adapters or PVC Flexible Couplings shall not be used. All street light conduit shall be Type 3 for all conduit and fittings. All elbows and sweeps shall be minimum 24” radius. Existing street light conduit may require splice with Type 3 conduit, with elbows and sweeps to be a minimum 24” radius. Add to section 86-1.02C(1): A pull box cover must have a marking that is: 1. Clearly legible 2. Uniform in depth 3. Parallel to the longer side 4. From 1 to 3 inches in height The cover marking must include UKIAH and one of the following: 1. TRAFFIC SIGNAL for a traffic signal system 2. LIGHTING for a lighting system All existing pull boxes to receive new conductors and/or conduits shall be cleaned out, all existing grout removed, and the bottoms re-grouted with a drain hole or the boxes replaced to meet current State Standards. All street light pull boxes / junction boxes shall be No. 5 (17”x30”x18”) with penta head coil nuts and bolts unless otherwise noted on plan. All street light pull box / junction box covers shall be labeled “Electric.” Replace section 86-1.02F(1) with: Conductors and cables must be clearly and permanently marked the entire length of their outer surface with: 1. Manufacturer’s name or trademark 2. Insulation-type letter designation 3. Conductor size 4. Voltage 5. Number of conductors for a cable The minimum insulation thickness must be 40 mils for #14 to #10 and 54 mils for #10 to #2, and color code requirements must comply with NEC. Add to section 86-1.02F(2)(c)(i): No. 8 and larger conductors must be stranded. No. 2 and larger conductors shall not be THWN. Add to section 86-1.02K(2) with: Luminaire must be E-LITE STAR SL3S-M LED STREET LIGHT ESU-E-A01-3P-032-30-M-105, or approved equal. The conductors and terminals must be identified and marked. Add to section 86-1.02M: The photoelectric unit shall be installed on light standards. Photoelectric control shall be Type IV. Replace Section 86-1.02O with: Grounding electrode must be: Page 345 of 457 URBAN CORE REHABILITATION 74 Spec No.23-07 1. 1 piece 2. Minimum 10-foot length of copper clad steel rod not less than 5/8 inch in diameter Replace section 86-1.02Q(2)(b) with: Contractor furnishes the controller unit, controller cabinet, anchor bolts, and all auxiliary equipment required to operate the system. Replace section 86-1.02Q(2)(b) with: Contractor furnishes the battery backup system in NEMA enclosure, TESCO 22-000-BBS, or approved equal. Add to section 86-1.02R(3): All backplates shall be metal and made of a minimum 1-16-inch-thick aluminum alloy 3003-H14. Add to section 86-1.02R(4)(a): All sign faces shall be metal and have a metal backplate and visor. Replace section 86-1.02R(4)(b)(i): Signal section must have: 1. Opening at the top and bottom for a 1-1/2-inch pipe 2. Maximum height of 14-3/4 inches for a 12-inch section 3. Hinge pins, door-latching devices, and other exposed hardware manufactured of Type 304/304L or 305 stainless steel 4. Interior screws and fittings manufactured of stainless steel or steel with a corrosion-resistant plating or coating 5. Gaskets made of a material that is not degraded if installed in a section with metal Sections must be capable of being joined together to form a signal face in any combination . Each section must be joined to an adjacent section by one of the following: 1. Minimum of 4 machine screws for 12-inch sections, installed through holes near the front and back of the housing. Each screw must be a no. 10 and have a nut, flat washer, and lock washer. 2. 2 machine screws, each with a nut, flat washer, and lock washer, installed through holes near the front of the housing and a fastener through the 1-1/2-inch pipe opening. The fastener must have 2 large, flat washers to distribute the load around the pipe's opening and 3 carriage bolts, each with a nut and lock washer. The minimum screw size must be no. 10, and the carriage bolt size must be 1/4 inch. The holes for the machine screws must be either cast or drilled during signal section fabrication. Each hole must be surrounded by a minimum 1/8-inch-wide boss to allow contact between signal sections about the axis of the hole. Add to section 86-1.02R(4)(b)(iii): All signal housing shall be metal with galvanized steel reinforcement plates. Add to section 86-1.02R(4)(d): All visors shall be metal. Replace section 86-1.02T with: Accessible pedestrian signal must be on the Authorized Material List for Accessible Pedestrian Signals. Accessible pedestrian signal must be Polara iNS 2 wire or approved equal that must comply with the California MUTCD, chapter 4E, and have: 1. Audible speech message that plays when the push button is actuated. The accessible pedestrian signal must have at least 5 audible message options. 2. Push button locator tone that clicks or beeps. 3. Feature that activates the pedestrian phase during any failure without causing the pedestrian phase to be on RECALL. Page 346 of 457 URBAN CORE REHABILITATION 75 Spec No.23-07 4. Have a controllable and programmable volume level and messaging 5. Be weatherproof and shockproof. 6. Weigh 7 lb maximum. 7. Measure 16 by 6 by 5 inches, maximum. 8. Have a switch for a push button. 9. Have a vibrotactile device on the push button or on the arrow. 10. Have an internal weatherproof speaker. 11. Have a microphone that senses the ambient sound level. 12. Include touch-free technology. An accessible pedestrian signal must function with the existing controller assembly shown. The housing for the signal assembly must be made of corrosion-resistant material. Theft-proof bolts used for mounting the housing to the standard must be stainless steel with a content of 17 percent chromium and 8 percent nickel. The housing must be shaped to fit the pole's curvature. The color of a metallic housing must match color no. 33538 of AMS-STD-595 (yellow-orange). The separation between adjacent holes used for conductors and mounting must be at least twice the diameter of the larger hole. The speaker grills must be located on the surface of the housing. The speakers must not interfere with the housing or its mounting hardware. The signal interface cable between the accessible pedestrian signal assembly and the pedestrian signal head must be rated for outdoor use and have a: 1. Minimum four no. 18 stranded or larger tinned copper conductors with a minimum insulation thickness of 15 mils 2. Cable jacket with a minimum thickness of 20 mils and rated for a minimum: 2.1 300 V(ac) 2.2. 175 degrees F 3. Nominal outside diameter less than 350 mils 4. Conductor color code of black, white, red and green. Touch-free technology must: 1. Activate a pedestrian phase when a pedestrian hand motion is detected during a set time interval. 2. Have a user adjustable detection area and time interval parameters 3. Detect the pedestrian hand motion up to a 6-inch range from the face of the sensor within a minimum +- 45 degree cone zone from the center of the sensor. Replace section 86-1.02U with: Push button assemblies shall be Polara iNS2, or approved equal. Replace section 86-1.02V Reserved with Video Detection & Wireless Communication: 86-1.02V(1) Video Detection Each video vehicle detector system (VVDS) shall be Vantage NEXT manufactured by Iteris, Inc. or approved equal. The manufacturer’s representative of the video detection system must be present on site to supervise the installation and testing of the video and computer equipment. Page 347 of 457 URBAN CORE REHABILITATION 76 Spec No.23-07 Instruction personnel are required to be certified by the equipment manufacturer. The User’s Guide is not an adequate substitute for practical, classroom training and formal certification by an approved agency. Formal levels of factory authorized training are required for installers, contractors and system operators. All training must be certified by the manufacturer. The video detection system must be warranted to be free of defects in material and workmanship for a period of 3 years from date of shipment from the supplier’s facility. During the warranty period, the supplier must repair with new or refurbished materials, or replace at no charge, any product containing warranty defect provided the product is returned FOB to the suppliers factory with transportation prepaid. During the warranty period, technical support shall be available from the supplier via telephone within 4 hours of the time a call is made by a user, and this support shall be available from factory -certified personnel or factory- certified installers. During the warranty period, standard updates of the VVDS Processor and supervisor software shall be available from the supplier without charge. The supplier must maintain a program for technical support and software updates following expiration of the warranty period. 86-1.02V(2) Wireless Communication Wireless communication shall be furnished by the Contractor. Wireless signal interconnect shall be Encom Elite 450 wireless equipment. The wireless communication shall be ENCOM E-LITE 450 INT NC for: E Gobbi St / S State St E Gobbi St / Waugh Ln And ENCOM E-LITE 450 INT DUAL NC for: E Gobbi St / S Main St The wireless communication unit shall be capable for installation and fully operational in a Type 332 cabinet environment and capable of establishing communication as the plans intended. The wireless antenna(s) shall be installed per plans unless clear line of sight cannot be established. The contractor shall make necessary adjustment to ensure the wireless communication system works as intended on the plans. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 87 ELECTRICAL SYSTEMS Replace Section 87-1.01D(2)(a) with: Before shipping the material to the job site, submit test samples to the City of Ukiah of: 1. Accessible pedestrian signals 2. LED countdown pedestrian signal face modules 3. LED signal modules 4. Luminaires Submit a sample size as shown in the following table: Page 348 of 457 URBAN CORE REHABILITATION 77 Spec No.23-07 Electrical Material Sampling Contract quantity Test sample size 1–8 1 9–15 2 16–25 3 26–90 5 91–150 8 151–280 13 281–500 20 501–1200 32 Before starting operation of an electrical system, perform a conductor test in the presence of the Engineer. Conductor test consists of testing each conductor and the conductors in cables for: 1. Continuity. 2. Grounds. 3. Insulation resistance at 500 V(dc) between the circuit and ground. A minimum insulation resistance of 100 MΩ on circuits must be attained. Start the operational test of the system on any day except Friday or the day before a holiday. The operational test for signals must start from 9:00 a.m. to 2:00 p.m. Notify the Engineer 48 hours before starting the test. An operational test consists of a minimum of 5 business days of continuous, satisfactory operation of the system. If the system fails, correct the problem and retest the system. A shutdown of the system caused by traffic, a power interruption, or unsatisfactory performance of Agency -furnished materials does not constitute discontinuity of the test. Add to section 87-1.03B: Conduit runs shown on the Plans to be located behind curbs may be installed in the street, within 3 feet of and parallel to the face of the curb, by the trenching in pavement method described in Section 86-2.05C of the Standard Specifications. All pull boxes shall be located behind the curb or at the locations shown on the Plans. After conductors have been installed, the ends of conduits terminating in pull boxes and in service and controller cabinets shall be sealed with an approved type of sealing compound. At locations where conduit is required to be installed under pavement and existing underground facilities require special precautions, conduit shall be placed by the "Trenching in Pavement Method." At other locations where conduit is required to be installed in the traveled way and if delay to any vehicle will not exceed 5 minutes, conduit may be installed by the "Trenching in Pavement Method" as described below: When the Trenching in Pavement Method is used, the existing asphalt concrete shall be cut with a power driven saw or ground to a depth of not less than 1/15 foot, a minimum of 6 inches beyond either side of the trench, in order to provide a neat and true edge with no shatter outside the removal area. If the trench is within 3 feet of a gutter edge, only one saw cut will be required (on the side of the trench opposite of the gutter) and the asphalt surfacing shall be replaced all the way to the gutter edge. A tack coat shall be applied to the vertical edges just prior to place the asphalt concrete used to cap the trench. Page 349 of 457 URBAN CORE REHABILITATION 78 Spec No.23-07 Damage to pavement that is to remain in place shall be repaired to a condition satisfactory to the Engineer, or the damaged pavement shall be removed and replaced with new asphalt concrete if ordered by the Engineer. Repairing or removing and replacing pavement damaged outside the limits of pavement to be replaced shall be at the Contractor's expense. If the Contractor elects to use Directional Boring, the conduit shall be installed between a minimum depth of 30" and a maximum depth of 60" unless directed otherwise by the Engineer. Add to Section 87-1.03C(1): Install pull boxes within City right of way. Place pull boxes either 2-inches from the back of curb or 2-inches from the rear of walkways. Do not place in the center of walkways, nor within or in front of any existing or proposed driveway or curb ramp unless directed. Pull boxes that are directed to be placed in a driveway must conform to Caltrans Standard Drawing ES-8. Pull boxes placed outside of an existing concrete area, in dirt, or within a planter strip or island, must be set with a concrete cap that extends 6-inches on all outside surfaces areas with a minimum thickness of 4- inches. You may install larger pull boxes than specified or shown and additional pull boxes to facilitate the work except in structures. Install a pull box on a bed of crushed rock and grout it before installing conductors. The grout must be from 0.5 to 1 inch thick and sloped toward the drain hole. Place a layer of roofing paper between the grout and the crushed rock sump. Make a 1-inch drain hole through the grout at the center of the pull box. Set the pull box such that the top is 1-1/4 inches above the surrounding grade in unpaved areas and leveled with the finished grade in sidewalks and other paved areas. Place the cover on the box when not working in it. Grout around conduits that are installed through the sides of the pull box. Bond and ground the metallic conduit before installing conductors and cables in the conduit. Bond metallic conduits in a nonmetallic pull box using bonding bushings and bonding jumpers. Do not install pull boxes in concrete pads, curb ramps, or driveways. Reconstruct the sump of a pull box if disturbed by your activities. If the sump was grouted, remove and replace the grout. Add to section 87-1.03E(1): No native material shall be used as trench backfill within paved areas. All trench spoils shall be removed from the work area by the Contractor as they are generated at the Contractor’s expense. Where conduit containing conductors of 100 volts or less is installed parallel and adjacent to the existing gutter lip, the trench shall be approximately 2 inches wider than the outside diameter of the conduit and shall not exceed 6 inches in width. Trench depth shall not exceed conduit trade-diameter plus 10 inches, except that at pull boxes the trench may be hand dug to required depth. The conduit shall be placed in the bottom of the trench with the top of the conduit a minimum of 9 inches below finish grade. When conduit containing conductors of 100 volts or less is not installed adjacent to the lip of gutter it shall be installed with a minimum of 30 inches of cover below grade. All conduit containing conductors of more than 100 volts shall be installed with a minimum of 30 inches of cover. Page 350 of 457 URBAN CORE REHABILITATION 79 Spec No.23-07 Where existing facilities prevent installing conduit with 24 inches of cover, the Contractor shall depress the new conduit under the existing facilities without exception. The Contractor shall pothole and record the depth of all existing utilities which are within the area to be trenched or excavated. Where excavation occurs within the drip line of any street tree the contractor shall hand dig to protect tree roots as directed by the Engineer. Root pruning shall be done only when directed by the Engineer and shall be accomplished by use of sharp tools appropriate for the size of root to be cut. Each cut shall be clean with no torn bark or splintered wood remaining on the root. At no time shall roots be pulled on by excavating equipment. Add to section 87-1.03U: When replacing an existing push button assembly, the housing color must match the color of the existing housing. Replace Section 87-1.03V Detectors with: 87-1.03V Video Vehicle Detection System. For VVDS, install to manufacturer’s specifications. The supplier’s representative must be present during setup and activation. The cable to be used between the VDP and the ICC in the traffic cabinet shall be three (3) twisted pairs. Various styles of cable including IMSA 39-2 are suitable for correct operation. The cable shall be a continuous unbroken run from the VDP to the ICC. This cable shall be suitable for installation in conduit or overhead with appropriate span wire. Pluggable connectors or terminal blocks should be used at both the VDP and ICC ends. The cable and installation tools shall be approved by the supplier of the video detection system, and the manufacturer's instructions must be followed to ensure proper connection. The video detection system shall be installed by factory certified installers and shall be IMSA Level II Traffic Signal Technician certified. Proof of certifications shall be provided. Add to section 87-2.03A: Existing electrical equipment to remain which is damaged by the Contractor, shall be replaced by the Contractor at their expense. Contractor’s attention is directed to Section 15, “Existing Highway Facilities” and Section 86-7.01, “Removing Electrical Equipment” of the Standard Specifications. Removal shall include disconnection from lighting circuit, removal of lighting standard, base and foundation to the depth shown on the Plans. Protect lighting standard from damage during removal and relocation. Replace Section 87-21.03A with: You may abandon unused underground conduit after pulling out all conductors and removing conduit terminations from the pull boxes. If standards are to be salvaged, remove: 1. All components 2. Mast arms from the standards 3. Luminaires, signal heads, and signal mounting assemblies from the standards and mast arms Unless otherwise directed, salvage standards, pedestals, poles, and posts that are shown to be salvaged. Deliver salvaged material to the City of Ukiah storage yard located at 1320 Airport Boulevard. If the existing material is unsatisfactory for reuse and the Engineer orders you to replace it with new material, replacing the existing material with new material is change order work. If the removed electrical equipment is to be reinstalled, supply all materials and equipment, including Page 351 of 457 URBAN CORE REHABILITATION 80 Spec No.23-07 signal mounting assemblies, anchor bolts, nuts, washers, and concrete, needed to complete the new installation. Add Section 87-22 Solar-Powered Rapid Flashing Beacon Systems 87-22.01 General Section 87-22 includes specifications for constructing solar-powered rapid flashing beacon systems. Solar-powered flashing beacon system includes: 1. Foundations 2. Standards 3. Accessible pedestrian signals 4. Solar-powered Rectangular Rapid Flashing Beacons (RRFBs) The components of the signal and lighting are shown on the project plans. The flash rate for the flashing beacon must comply with chapter 4L, “Flashing Beacons,” of the California MUTCD. The flashing beacon must allow alternating wig-wag operation. The flashing beacon must have a separate flasher unit installed in the flashing beacon control assembly. 87-22.02 Materials 87-22.02A RRFB Solar Engine The solar engine shall be constructed from aluminum with an integrated solar panel. All batteries and electronics shall be mounted in the solar engine, with no external control cabinet or battery cabinet required. The solar engine shall not exceed 15” in height from bottom of adapter fitting to top of solar panel. The depth of the solar engine shall not exceed 4”. The overall weight of the solar engine assembly (including two batteries but not including light bars or pushbutton) shall not exceed 20 lbs. (9.1 kg). The solar engine shall be supplied with a fixed tilt angle of 45 degrees and shall be able to be oriented toward the equator with no additional mounting hardware. Access to the interior of the solar engine shall be provided by a lid that is hinged on the bottom edge and is fitted with a foam gasket. The lid shall have a lockable latch. The solar engine shall be vented to provide cooling of the battery and electronic system. The vents shall be screened to prevent ingress by insects and debris. Fasteners shall be stainless steel. The solar engine shall have the capacity to provide 300 20 -second activations per day year-round using the applicable peak sun hours insolation available at the installation location. Refer to Section 8. Solar Simulations for details on insolation data sources. The controller shall be able to support up to 1.4 amps combined current through the RRFB fixtures simultaneously. 87-22.02B AC-Powered Cabinet The control cabinet shall be constructed from aluminum with a lockable industry standard #2 lock and tamper - proof hinged door. No other external control cabinet shall be required. The control cabinet shall be vented to provide air circulation and cooling of the electronic system. The vents shall be screened to prevent ingress by insects and debris. Page 352 of 457 URBAN CORE REHABILITATION 81 Spec No.23-07 The overall weight of the control cabinet shall not exceed 90lbs (41 kg) and shall have the approximate dimensions: 24” H x 16” W x 8” D (61cm H x 41cm W x 21 cm D). Fasteners shall be stainless steel. 87-22.02C RRFB Light Bars The light bars shall be current-driven LED strings without active electronics. The LEDs shall be driven by pulse- width modulated fixed current. The light bar housing shall be constructed from aluminum and shall have the approximate dimensions: 24” L x 1.5” D x 4.5” H (61.0 cm L x 3.8 cm D x 11.4 cm H). Each light bar shall conform to all provisions of the MUTCD and FHWA requirements. Each of the two modules in a light bar shall have 8 LEDs and shall be purpose-built by the manufacturer of the RRFB including the optics. Each end of a light bar shall include a side-emitting pedestrian confirmation light composed of a single LED. Users shall have the option of using both confirmation lights for median applications, or covering one confirmation light with an included sticker for side-of-road applications. The light bar shall be mounted to the post or pole using a separate bracket assembly to facilitate mounting two light bars back-to-back (bi-directional) and to allow the light bar(s) to rotate horizontally for aiming. The light bar bracket shall be constructed from galvanized or stainless steel and shall have both banding and bolting mounting options and shall be able to be mounted to all specified pole types. The light bar assembly shall open for access to the wiring connections for the LED modules. LED modules shall be rated to NEMA 3R. The RRFB shall meet the minimum photometric specifications of the Society of Automotive Engineers (SAE) standard J595 Class I dated January 2005. A photometric report by a certified third-party testing laboratory shall be provided to demonstrate compliance with J595. The color of the yellow light bar indications shall meet the specifications of SAE standard J578 (Color Specification) dated December 2006. The system shall use a dedicated light sensor to detect night and day states and apply any optionally -enabled intensity adjustments. 87-22.02D RRFB Mounting Mounting adapter hardware for the RRFB and cabinet shall be available for 4” – 4.5” round poles. Side-of-Pole mounting shall offer strapping as standard with an option for Z-bar and U-bolts. Mounting configurations shall not require specialized tools. 87-22.02E Solar Panel System The solar engine shall include one 18V nominal solar panel rated between 10 and 15 watts with bypass diode. The solar panel shall be no larger than the footprint of the solar engine enclosure. Electrical connections on the back of the solar panel shall be contained with an enclosure that prevents accidental contact with either of the power leads. The solar charging system shall use maximum power point tracking (MPPT). 87-22.02F RRFB Battery System The solar engine shall house two 7 amp-hour 12V nominal sealed valve-regulated AGM lead-acid maintenance- free batteries. Each battery shall be equipped with a 1.5 amp fast-blow barrel fuse on the positive lead. Page 353 of 457 URBAN CORE REHABILITATION 82 Spec No.23-07 The battery charging system shall be 3-stage and incorporate temperature-compensation to prevent battery overcharging in hot weather. Batteries, in conjunction with recommended RRFB performance, shall be designed for a demonstrable service life of 5 years. The battery shall be rated for -40˚ to 140˚F (-40˚ to 60˚C). Batteries shall have quick connections to facilitate installation and be readily available from multiple suppliers and non-proprietary. Batteries shall be supported by rubber bumpers and be secured in place with straps. 87-22.02G RRFB Radio System The radio system shall operate at 2.4GHz. Upon detection of a pushbutton press, an RRFB will broadcast an activation to all other nearby RRFBs sharing the same channel. The RRFB shall have the capability to activate other RRFBs by wireless communications within 1,000 feet (304 meters). The RRFB shall have a minimum of 14 unique channels that can be configured on -site to avoid inadvertent activation of nearby systems. The antenna shall be a low-profile “button” shape that cannot be bent or broken by vandals. 87-22.02H RRFB Accessible Pedestrian Signal The pedestrian push buttons shall have an LED indicator with audible tone with Piezo control and shall be ADA compliant. The RRFB shall be capable of operating with either 1 or 2 pushbuttons. APS shall be wired to the nearest RRFB system. Pushbutton wiring harnesses shall be included. 87-22.02J Signs and Plaques All signs shall conform to CA-MUTCD standards. All signs shall be fluorescent yellow-green. All sign blanks and plaques shall be Federally specified .080 gauge, 5052 aluminum. Unless specified otherwise, sign sheeting shall be 3M™ DG3 diamond grade cubed or equivalent prismatic sheeting, with anti-graffiti overlay. All sign assemblies shall use provided anti-vandal fasteners and tools to mount components to sign, and sign to fixture. Crossing signs shall be W11-2 per CA-MUTCD (two per Double-Sided RRFB Assemblies) Crossing plaques W16-7P shall also accompany the crossing signs. Crossing plaques W16-9P (“AHEAD”) shall also accompany the advance crossing signs. R10-25 Pedestrian pushbutton instruction signs shall be installed per PPB as indicated on the plans. PPB instruction sign shall be furnished, at a minimum size of 5" x 7", to be mounted adjacent to or integral with each pedestrian pushbutton. 87-22.02K Standards, Poles, Pedestals, and Posts New RRFB poles shall conform to Caltrans Revised Standard Plan ES-7B, Type 1-A Standard Detail A-1. New RRFB pole foundations shall conform to Caltrans Standard Plan ES-7N, Detail A. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 88 Page 354 of 457 URBAN CORE REHABILITATION 83 Spec No.23-07 RESERVED Add section 88: 88 UNDERGROUNDING Add to section 88-1.01A Section 88 includes work for constructing new underground electric, AT&T and Comcast conduits. The Contractor shall be responsible for furnishing all labor, materials, equipment, tools and incidentals necessary for trenching, backfilling and compacting, provide and install conduits for electric, AT&T and Comcast. Install vault(s), box pads and secondary service boxes (furnished by City), install cable vaults and AT&T boxes, blacktopping, sidewalk, curb and gutter removal and replacement, as specified, and other incidental and related work, all as shown on the plans and specifications. Location of the work will be on State Street generally between Gobbi Street and Mill Street and between Henry Street and Norton Street. Excavation, backfill and shaped bedding must comply with Section 19-3. Work shall be constructed in accordance with these Special Provisions, Standard Specifications, Plans and as directed by the Engineer. Any proposed deviations must first be approved in writing by the City Engineer. The Contractor shall provide a full size Undergrounding "record plans" for their project to the Engineer within 7 calendar days from completion. All deviations from the improvement plans shall be recorded on the plans in red ink. See Appendix 1 of these Standard Specifications for additional specifications and standard drawings. Add section 88-1.01A(1) Quantities The preliminary estimate of the quantities of work to be done and materials to be furnished shown in the proposal are approximate only, being given as a basis for the comparison of bids. The City of Ukiah does not expressly or by implication agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any class or portion of work or to omit portions of the work that may be deemed necessary or expedient by the City. Upon completion of successful bid, the Contractor shall furnish to the Engineer a cost break-down for each contract lump sum item. The contractor shall determine the quantities of the items required to complete all work shown on the plans. Such quantities and their values (including labor, equipment and materials) shall be included in the cost break-down submitted to the Engineer for approval. The sum of the quantity units times the unit price shall equal the contract quantities and values used in the cost break-down submitted for approval. Unbalancing of the unit prices will not be allowed. Overhead, profit, bond premium, temporary construction facilities, and other such items shall be included in each individual unit listed in the cost break-down, however, costs for traffic control system shall not be included. No adjustment of the compensation will be made in the contract lump sum prices paid for various work items due to any differences between quantities shown in the cost break-down furnished by the Contractor and the quantities required to complete the work as shown on the plans and as specified in these Special Provisions. The cost break-down shall be submitted to the Engineer within 10 working days after the contract has been approved. The cost break-down shall be approved by the Engineer, in writing, before any partial payments for the items of work will be made. The approved cost break-down will be used to determine partial payments during the progress of the work and as the basis of calculating the adjustment of compensation for the items(s) of work due to the changes ordered by the Engineer. When an ordered change increases or decreases the quantities of an approved cost break-down, the adjustment in the compensation will be determined in the same manner specified for increases and decreases in the quantity of a contract item of work in accordance with increases and decreases in the quantity of a contract item of work in accordance with the Contractor bid price. Additions or deletions in the quantity of work as set forth in these specifications and accompanying drawings for lump sum items may be ordered by the Engineer after the contract price has been adjusted accordingly Page 355 of 457 URBAN CORE REHABILITATION 84 Spec No.23-07 to the satisfaction of both the Contractor and the City of Ukiah, and they have been accepted in writing by the Engineer. Add section 88- 1.02 Materials shall be new and of merchantable grade, free from defect. Contractor shall be responsible for providing any and all materials necessary for the completion of the project, which include, but are not limited to, all conduits, conduit sweeps and conduit fittings. Conduit sizes shall be as specified on the plans. PVC conduit, elbows and sweeps shall meet NEMA TC-2, TC-3 and UL 651 (Conduit) and 514b (Fittings) specifications for type Sch 40 and Sch 80. Rigid steel conduit at all riser pole locations shall be U.L. 6 listed and meet ANSI C80.1 specifications. The ¾” NPT threads (ANSI B1.20.1) shall be full cut and hot galvanized after cutting. All elbows and sweeps shall be minimum 48” radius for 6” conduit, minimum 36” radius for 4” conduit and minimum 24” for 2” conduit. Long line couplings shall be used. Five degrees angle couplings, flexible adapters and PVC flexible couplings shall not be used. Standard type duct spacers which proved for a 2” air space between conduits shall be throughout the project on electric duct system. All conduits shall be proved in a manner acceptable to the Electric Utility Department. Conduit shall be free of dirt, rocks or other obstructions which could prevent, hinder or harm the installation of electric cable. Mule Tape must be installed in each conduit. The open end of all conduits must be protected in such a manner that it prohibits dirt and debris from entering. The ends of all stub conduit shall be securely capped. Below ground at capped location, one Greenlee Unimarker electronic marker shall be placed for each type of conduit using the uniform color code. Insulated bonding bushings will be required on metal conduit. No substitutions shall be permitted from the original specifications unless bidder obtains prior written approval. Add to section 88-1.03A WHERE INTERRUPTION OF ELECTRIC SERVICE WILL RESULT DURING THE INSTALLATION OF A SECONDARY SERVICE JUNCTION BOX, TRANSFORMER BOX PAD, AND PRIMARY PEDESTAL BOX PAD THE CONTRACTOR SHALL COORDINATE THIS WORK WITH CITY OF UKIAH ELECTRIC UTILITY DEPARTMENT (UEUD). UEUD WILL TURN OFF POWER TO EQUIPMENT AND ASSIST THE CONTRACTOR WITH THE INSTALLATION OF CONDUITS INTO EQUIPMENT. CUSTOMER SERVICE OUTAGE TIME SHALL BE CUT TO A MINIMUM AND SHALL NOT EXCEED ONE WORK DAY. The Contractor shall maintain existing signal and lighting systems in accordance with Section 88 -21.03B “Maintaining Existing Electrical Systems” and these Special Provisions. Prior to disconnecting traffic loops, temporary traffic cameras are required to be installed at all signalized intersection for any approach that is affected by cut traffic loops to keep signal performance at the optimum operational level for the duration of the project. Upon completion, new traffic loops shall be installed for each cut location. Three locations are anticipated. Add section 88-1.03A(1) Vacuum Excavation All pothole work to expose existing utilities shall be done by vacuum excavation methods. Add to section 88-1.03B(3)(b) Aggregate base for trench backfilling shall conform to the provisions of Section 26 "Aggregate Bases" of the California Standard Specifications and these Special Provisions. Slurry cement per Caltrans Specification 19.3.02E shall be used when more than on conduit layer is present or conduits are placed in spacers. Asphalt concrete and the placing thereof shall conform to the requirements of Section 39, “Asphalt Concrete,” of the Standard Specifications, and these Special Provisions. Final asphalt concrete trench paving shall be 12” outside either side of the trench width. Asphalts: Temporary paving on all trenches shall be hot mix asphalt concrete installed a minimum 2” thick placed each day over the work. Page 356 of 457 URBAN CORE REHABILITATION 85 Spec No.23-07 The amount of asphalt binder to be mixed with the aggregate will be specified by the Engineer at the time of paving. A different asphalt binder content may be specified for each lift and each location. General Requirements: The Contractor shall provide compaction of backfill and base material as the job progresses, each day. Temporary paving will be placed over the work, each day, leaving not more than 100 feet unpaved. This temporary paving shall be removed for final trench paving. The balance of the trench shall be covered with skid resistant steel plates (with a coefficient of friction of 0.35 or greater per CTM342), capable of sustaining normal (H20) traffic loads without shifting or bouncing, and shall be secured per Caltrans requirements. Hot Mix asphalt concrete shall be placed and compacted around all edges of steel plates with a sufficient width and gradual slope in order to provide a smooth transition to existing pavement. Finished asphalt trench paving shall be even, smooth riding and have an appearance that is compatible to the surrounding surface, unless proper written approval has been provided by the Engineer. The Engineer may require additional paving beyond the minimum dimensions shown in STD. 220 (36” beyond the trench wall), or as shown on the plans, where records indicate that the existing pavement or structural section is as shown on the plans. ALL TRENCH PAVING ON STATE STREET SHALL BE TEMPORARY PAVEMENT 2” THICK. ALL CONCRETE SIDEWALK REPAIR ON STATE STREET BETWEEN CLAY STREET AND MILL STREET SHALL BE HAVE TEMPORARY HOT ASPHALT PAVEMENT 2” THICK. ALL CONCRETE SIDEWALK ON MILL STREET SHALL BE REPAIRD OR RECONSTRUCTED PER CITY OF UKIAH STANDARDS. Curb, gutter, sidewalk, driveways, alley approaches and any other miscellaneous concrete structures shall be constructed as shown on the plans, and applicable City of Ukiah Standard Plans, and shall conform to the provisions in Section 73 "Concrete Curbs and Sidewalks" of the Standard Specifications and these Special Provisions. Any damage to curbs, sidewalks and other concrete as a result of construction activities are the responsibility of the Contractor to repair to pre- damaged condition. Add to section 88-1.03B(6) Trench depth and location may have to be adjusted slightly in the field to avoid existing facilities. Sewer and water laterals will be encountered. They will have to be worked around and any damage caused by construction activities are the responsibility of the Contractor. The Contractor shall pothole all underground utility locations to determine exact depth prior to trenching. Any damages to City or other utilities caused by trenching or other project operations shall be the Contractor’s responsibility to repair to pre-damaged condition. All conduits shall be mandrelled from both directions according to the conduit size. Add to section 88-1.03E(1) Excavation Safety shall conform to the provisions in Section 7-1.02K(6)(b) “Excavation Safety” of the Standard Specifications and these Special Provisions. In making excavations for the project, the Contractor shall be fully responsible for providing and installing adequate sheeting, shoring and bracing as may be necessary as a precaution against slides or cave-ins and to fully protect all existing improvements of any kind from damage. The Contractor shall obtain a permit from the Division of Industrial Safety and shall submit a copy of the approved permit to the Engineer prior to the start of any excavation greater than 5 foot in depth. The cost of the permit shall be included in the total bid cost. If the shoring and bracing plan varies from the shoring system standards established by the Construction Safety Orders, the plan shall be prepared by a registered civil or structural engineer. The criteria given by the California Department of Industrial Relations are MINIMA for the conditions shown thereon. In addition to shoring the excavation as specified, it shall be the Contractor's responsibility to provide any and all additional shoring required to support the sides of the excavation against the effects of loads which may exceed those derived by using the criteria set forth by said governing agency. The Contractor shall be solely responsible for any damages which may result from failure to provide adequate shoring to support the Page 357 of 457 URBAN CORE REHABILITATION 86 Spec No.23-07 excavations under any or all of the conditions of loading which may exist or which may arise during the construction project. Add to section 88-1.03E(2) Excavation and backfill for pipe, manholes and miscellaneous structures shall conform to the provisions in Section 19-3 "Structure Excavation and Backfill" of the Standard Specifications, and these Special Provisions. Pavement and concrete removal shall conform to "Removal Methods" of these Special Provisions. All excavation shall be made to the lines and grades shown on the Plans. Trench edges shall be no closer than 1 foot to the toe of the gutter unless otherwise approved by the Engineer. Where mud, peat or any unstable or objectionable material is encountered at or within 6 inches of the bottom of any excavation, such material shall be removed to a depth of at least 12 inches below the established grade and the trench brought to grade by placing a suitable material thoroughly compacted in place, all as approved by the Engineer. Trench width, bedding and backfill for pipe shall conform to "Pipe Bedding and Backfill Requirements", as shown on plans. Ponding or jetting of backfill is not allowed unless specifically shown on the Plans. Trench backfill shall attain a relative compaction of 90 percent around conduit duct bank and 95 percent within 30” of finish grade. Backfill compaction within the structural section shall be as shown on the Plans. Structural backfill around all structures and manholes shall attain a relative compaction of 92 percent. The Contractor shall be responsible for scheduling compaction testing per City requirements (required every 50 lineal feet of trench). The cost for compaction testing shall be included in the total bid cost. Backfill in street areas shall be brought to subgrade and the existing surfacing shall be replaced with the structural section shown on the Plans. Trench backfill shall be accomplished as soon as possible after the pipe has been installed. The Contractor shall conduct the construction operations so that trench backfill at all intersections is sufficiently adequate to allow 2-way traffic in both directions during all phases of construction unless otherwise specified. Traffic stripes and pavement markings shall be temporary and conform to the applicable provisions of Section 12-6.03D of the Standard Specifications, City of Ukiah Standards, and these Special Provisions and shall be placed at the locations shown on the approved temporary traffic control plans. Existing stripes and pavement markings outside of the work area which are damaged by the work shall be replaced. Replacement striping shall match existing. Add to section 88-1.03Y Primary Junction Box, Transformer, and Pedestal Box Pads shall be provided by the City and installed by the Contractor. Primary Junction Box grade shall be equal to or slightly (maximum 0.5”) above adjacent grade. Asphaltic vault sealant shall be installed between the junction box cover and the extension ring (if used) and between the extension ring (if used) and the junction box. Bottom of the primary junction box excavation shall be compacted to 90% compaction prior to installation of drain rock and junction box. Where “term-a duct” conduit ends are not installed in the vault, bell ends shall be installed on the conduit ends and grouted in flush with the vault surface. Grounding shall be installed per Ukiah Electric Utility Department specifications at each primary junction box and primary pedestal location. Primary Pedestals shall be installed per Ukiah Electric Utility Department specifications. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ DIVISION XI MATERIALS 89 AGGREGATE No Changes Page 358 of 457 URBAN CORE REHABILITATION 87 Spec No.23-07 ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 90 CONCRETE No Changes ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 91 PAINT Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 92 ASPHALT BINDERS No Changes ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 93 RESERVED Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 94 ASPHALTIC EMULSIONS Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 95 EPOXY Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 96 GEOSYNTHETICS Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 97–98 RESERVED Not Used ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ DIVISION XII BUILDING CONSTRUCTION 99 BUILDING CONSTRUCTION Not Used Page 359 of 457 URBAN CORE REHABILITATION 88 Spec No.23-07 SECTION 14. EXCLUSIONS FROM GENERAL CONDITIONS 14-01. Provisions to be Excluded from General Conditions. The following designated provisions of the General Conditions are hereby determined to be inapplicable to the proposed work and, therefore, are hereby excluded from the terms of the Notice to Bidders, Proposal, Agreement and other contract documents as though entirely omitted from said General Conditions: (1) Section 6-02. Office at the Site (2) Section 7-03. Surveys No other exclusions. SECTION 15. AMENDMENTS TO GENERAL CONDITIONS 15-01. Sections of General Conditions to be Amended. The following designated sections of the Special Provisions are hereby amended to read as follows: No amendments. Page 360 of 457 URBAN CORE REHABILITATION 89 Spec No.23-07 BID SUBMITTAL CHECKLIST The following is a checklist to assist you in your submission of your bid documents. Please make su re you include the following when submitting your bid documents to reduce the risk of having your bid rejected: o Proposal (Page 90) ➢ Unit prices filled out clearly. ➢ Extended prices filled out clearly and calculated correctly ➢ Total bid amount filled out clearly and calculated correctly ➢ Sign the proposal, and provide complete information ➢ CLSB No. and expiration date ➢ Department of Industrial Relations Public Works Contractor Registration Number o Fair Employment Practices Certification (Page 98) ➢ Filled out completely per instruction o Worker’s Compensation Certificate (Page 99) ➢ Filled out completely per instruction o Certification of Non-Discrimination in Employment (Page 100) ➢ Filled out completely per instruction o List of Proposed Subcontractors (Page 101) ➢ Filled out completely per instruction o Statement of Experience (Page 102) o Signature of Bidder (Page 103) ➢ Filled out completely per instruction ➢ Authorized signature provided o Bidder’s Bond (Page 104) ➢ Filled out completely per instruction o Non-Collusion Affidavit (Page 105) ➢ Filled out completely per instruction ➢ Notarized o Equal Employment Opportunity Certification (Page 163) o Debarment and Suspension Certification (Page 164) o Disclosure of Lobbying Activities (Page 166) o Public Contract Code Section 10285.1 Statement (Page 177) o Public Contract Code Section 10162 Questionnaire (Page 178) o Public Contract Code Section 10232 Statement (Page 179) o Addenda – Checked for any issued on the City website at www.cityofukiah.com/purchasing Page 361 of 457 URBAN CORE REHABILITATION 90 Spec No.23-07 CITY OF UKIAH MENDOCINO COUNTY, CALIFORNIA PROPOSAL FOR URBAN CORE REHABILITATION Specification No. 23-07 The undersigned, as bidder, declares that he or she has examined thoroughly all of the contract documents herein contained, that this proposal is made without collusion with any other person, firm or corporation and that all laws and ordinances relating to the interest of public officers in this contract have been complied with in every respect. AND he or she proposes and agrees, if this proposal is accepted, 1) that he or she will contract with the City of Ukiah, Mendocino County, California, in the form of the copy of the agreement herein contained a) to provide all necessary machinery, tools, apparatus and other means of construction; b) to furnish all materials; c) to provide all superintendence, overhead expenses and all labor and expenses of whatever nature necessary to complete the job in conformity with the specifications and drawings and other contract provisions herein or reasonably implied hereby or as necessary to complete the work in the manner and within the time named herein and according to the requirements and to the reasonable satisfaction of the City Engineer; d) to pay all charges of freight transportation and hauling; 2) that he or she indemnifies the City against any loss or damage arising from any act of the undersigned as Contractor; and 3) that he or she will accept as full payment therefor the following sums: Page 362 of 457 URBAN CORE REHABILITATION 91 Spec No.23-07 BIDDING SCHEDULE In the case of any discrepancy between the unit price and the total set forth for the item, the unit price shall prevail; provided, however, that if the amount set forth as a unit price is ambiguous, unintelligible or uncertain for any reason, or is omitted, or in the case of lump sum items, is not the same amount as the entry in the “Total” column, then the amount set forth in the “Total” column for the item shall prevail in accordance with the following: 1. As to lump sum items, the amount set forth in the “Total” column shall be the unit price; 2. As to unit basis items, the amount set forth in the “Total” column shall be divided by the estimated quantity for the item and the price thus obtained shall be the unit price. The Total Base Bid shall be the sum of the items in the “Total” column. In case of discrepancy between the sum of the items in the “Total” column and the amount entered as Total Base Bid, the sum of the “Total” column items shall prevail. The bid comparison will be based on the sum of the items in the “total” column for each bidder. The Unit prices for the various Construction Items below include all costs associated with the General Conditions, Special Provisions, Requirements of the Construction Contract, and represent the total, complete, in-place cost for each specific Construction Item in accordance with the Construction Documents, including all elements, work components, accessories, and connections, shown in applicable details or required to yield a complete, sound and functional component or system appropriate for its intended function, whether or not such is specifically described or listed in any description of measurement or payment. The total amount of the Construction items below shall represent the total and complete cost of the fully functional Project. All work not specifically listed below be required to complete the work of the various construction items and the cost of such shall be considered as included throughout the various unit prices indicated. Lowest bid will be based on the lowest Base Bid, not including the add alternate bid item. Page 363 of 457 URBAN CORE REHABILITATION 92 Spec No.23-07 NAME OF BIDDER: SPEC #: 23-07 PROJECT NAME: URBAN CORE REHABILITATION Item No. Description Unit of Measure Quantity Unit Price Total 1 Mobilization, Demobilization, and Final Cleanup LS $__________ $_____________ 2 Traffic Control System LS $__________ $_____________ 3 Storm Water Pollution Prevention Plan (SWPPP) LS $__________ $_____________ 4 Remove Thermoplastic Traffic Marking SF $__________ $_____________ 5 Roadway Excavation SF $__________ $_____________ 6 Remove Concrete (Curb) LF $__________ $_____________ 7 Remove Concrete (Curb and Gutter) LF $__________ $_____________ 8 Remove Concrete (Median Curb) LF $__________ $_____________ 9 Remove Concrete (Sidewalk) SF $__________ $_____________ 10 Remove Concrete (Valley Gutter) LF $__________ $_____________ 11 Remove Roadside Sign EA $__________ $_____________ 12 Relocate Roadside Sign EA $__________ $_____________ 13 Remove Railroad Crossing LS $__________ $_____________ 14 Remove Water Main LF $__________ $_____________ 15 Remove Water Service EA $__________ $_____________ Page 364 of 457 URBAN CORE REHABILITATION 93 Spec No.23-07 16 Remove Hydrant and Lateral Assembly EA $__________ $_____________ 17 Remove Sanitary Sewer Main LF $__________ $_____________ 18 Remove Sanitary Sewer Service EA $__________ $_____________ 19 Remove Sanitary Sewer Manhole EA $__________ $_____________ 20 Remove Storm Drain Pipe LF $__________ $_____________ 21 Remove Storm Drain Inlet EA $__________ $_____________ 22 Remove Tree EA $__________ $_____________ 23 Adjust Existing Manhole Cover to Grade(Roadway) EA $__________ $_____________ 24 Adjust Existing Valve/Cleanout/Detector Cover to Grade(Roadway) EA $__________ $_____________ 25 Adjust Existing Monument Well to Grade(Roadway) EA $__________ $_____________ 26 Adjust Existing Valve/Cleanout Cover to Grade(Sidewalk) EA $__________ $_____________ 27 Adjust Existing Utility Box to Grade (Sidewalk) EA $__________ $_____________ 28 Adjust Existing Utility Vault to Grade (Sidewalk) EA $__________ $_____________ 29 Class II Aggregate Base TON $__________ $_____________ 30 Minor Concrete (Curb) LF $__________ $_____________ 31 Minor Concrete (Curb and 18” Gutter) LF $__________ $_____________ 32 Minor Concrete (Curb and 18” Gutter) – Main Street LF $__________ $_____________ 33 Minor Concrete (Curb and 24” Gutter) LF $__________ $_____________ Page 365 of 457 URBAN CORE REHABILITATION 94 Spec No.23-07 34 Minor Concrete (Curb and 24” Gutter) – Main Street LF $__________ $_____________ 35 Minor Concrete (Median Curb) LF $__________ $_____________ 36 Minor Concrete (Sidewalk) SF $__________ $_____________ 37 Minor Concrete (Sidewalk) – Main Street SF $__________ $_____________ 38 Minor Concrete (Curb Ramp) EA $__________ $_____________ 39 Minor Concrete (Cobble Non-Walkable Surface) – Main Street SF $__________ $_____________ 40 Minor Concrete (Valley Gutter) SF $__________ $_____________ 41 Minor Concrete (Valley Gutter) – Main Street SF $__________ $_____________ 42 Vehicular Concrete SF $__________ $_____________ 43 Fiber Reinforced Asphalt Concrete TON $__________ $_____________ 44 Asphalt Concrete End of Pavement Conform SY $__________ $_____________ 45 Asphalt Concrete 2-Inch Cold Planing/Grinding SY $__________ $_____________ 46 Asphalt Concrete 3-Inch Cold Planing/Grinding SY $__________ $_____________ 47 Asphalt Concrete 2-Inch Overlay TON $__________ $_____________ 48 Asphalt Concrete 3-Inch Overlay TON $__________ $_____________ 49 Asphalt Concrete 12-Inch Digout TON $__________ $_____________ 50 Asphalt Concrete 12-Inch Full Depth Conform TON $__________ $_____________ 51 Asphalt Concrete Roadway TON $__________ $_____________ Page 366 of 457 URBAN CORE REHABILITATION 95 Spec No.23-07 52 Structural Paving Grid SY $__________ $_____________ 53 Domestic Water Main (6-Inch, PC235) LF $__________ $_____________ 54 Domestic Water Main (8-Inch, PC235) LF $__________ $_____________ 55 Domestic Water Main (10-Inch, PC235) LF $__________ $_____________ 56 Domestic Water Main (12-Inch, PC235) LF $__________ $_____________ 57 Domestic Water Main (6-Inch, PC305) LF $__________ $_____________ 58 Domestic Water Main (8-Inch, PC305) LF $__________ $_____________ 59 Domestic Water Service (1-inch) Meter (3/4-inch) EA $__________ $_____________ 60 Domestic Water Service (1.5-inch) EA $__________ $_____________ 61 Domestic Water Service (2-inch) EA $__________ $_____________ 62 Domestic Water Service (4-inch) EA $__________ $_____________ 63 Domestic Water Combination Service (6- Inch) EA $__________ $_____________ 64 Domestic Water Dual Water Service (1.5-Inch) EA $__________ $_____________ 65 Domestic Water Multi-Service Manifold (4-Inch) EA $__________ $_____________ 66 Domestic Water Reduced Pressure Backflow Device (1.5-Inch) EA $__________ $_____________ 67 Double Check Detector Backflow Assembly (4-Inch) EA $__________ $_____________ 68 Backflow Device Re-Certification EA $__________ $_____________ 69 Abandonment of Existing Water Main LS $__________ $_____________ Page 367 of 457 URBAN CORE REHABILITATION 96 Spec No.23-07 70 Fire Hydrant and Lateral Assembly EA $__________ $_____________ 71 Abandon Existing Fire Hydrant EA $__________ $_____________ 72 Sanitary Sewer Main (6-Inch) LF $__________ $_____________ 73 Sanitary Sewer Main (8-Inch) LF $__________ $_____________ 74 Sanitary Sewer Main (10-Inch) LF $__________ $_____________ 75 Sanitary Sewer Main (18-Inch) LF $__________ $_____________ 76 Sanitary Sewer Main (21-Inch) LF $__________ $_____________ 77 Sanitary Sewer Mainline Cleanout EA $__________ $_____________ 78 Sanitary Sewer Manhole (48-Inch) EA $__________ $_____________ 79 Sanitary Sewer Manhole (60-Inch) EA $__________ $_____________ 80 Sanitary Sewer Service Cleanout EA $__________ $_____________ 81 Sanitary Sewer Service Lateral LF $__________ $_____________ 82 Trench Drain LF $__________ $_____________ 83 Under Sidewalk Drain EA $__________ $_____________ 84 Storm Drain Pipe (12-Inch RCP, Class IV) LF $__________ $_____________ 85 Storm Drain Pipe (15-Inch RCP, Class IV) LF $__________ $_____________ 86 Storm Drain Pipe (18-Inch RCP, Class IV) LF $__________ $_____________ 87 Storm Drain Pipe (24-Inch RCP, Class IV) LF $__________ $_____________ Page 368 of 457 URBAN CORE REHABILITATION 97 Spec No.23-07 88 Storm Drain Manhole (48-inch) EA $__________ $_____________ 89 Storm Drain Catch Basin EA $__________ $_____________ 90 Storm Drain Grate Inlet EA $__________ $_____________ 91 Bioretention Area (with Planter Rail) SF $__________ $_____________ 92 Thermoplastic Pavement Marking SF $__________ $_____________ 93 Thermoplastic Crosswalk Striping SF $__________ $_____________ 94 Traffic Stripe (Detail 8) LF $__________ $_____________ 95 Traffic Stripe (Detail 22) LF $__________ $_____________ 96 Traffic Stripe (Detail 27B) LF $__________ $_____________ 97 Traffic Stripe (Detail 32) LF $__________ $_____________ 98 Traffic Stripe (Detail 38) LF $__________ $_____________ 99 Traffic Stripe (Detail 39) LF $__________ $_____________ 100 Traffic Stripe (Detail 39A) LF $__________ $_____________ 101 Traffic Stripe (Detail 41) LF $__________ $_____________ 102 Thermoplastic Traffic Stripe, 4-Inch White LF $__________ $_____________ 103 Painted Parking Stripe, 4-Inch White LF $__________ $_____________ 104 Accessible Parking Stall Striping EA $__________ $_____________ 105 Green Bike Lane Marking SF $__________ $_____________ Page 369 of 457 URBAN CORE REHABILITATION 98 Spec No.23-07 106 Traffic Paint (Blue Curb) EA $__________ $_____________ 107 Fire Hydrant Retroreflective Marker EA $__________ $_____________ 108 Roadside Sign EA $__________ $_____________ 109 Wireless Signal Interconnect Installation – E Gobbi St/S State St LS $__________ $_____________ 110 Traffic Signal Installation – E Gobbi St/S Main St LS $__________ $_____________ 111 Wireless Signal Interconnect Installation – E Gobbi St/Waugh Ln LS $__________ $_____________ 112 Rectangular Rapid Flashing Beacon (RRFB) - Leslie Street LS $__________ $_____________ 113 Traffic Signal Modifications – Perkins St/Orchard St LS $__________ $_____________ 114 Street Light Relocations – Perkins St LS $__________ $_____________ 115 Clearing and Grubbing SY $__________ $_____________ 116 Fine Grading & Soil Preparation SF $__________ $_____________ 117 Irrigation System LS $__________ $_____________ 118 Irrigation 120V Electrical Meter EA $__________ $_____________ 119 Trees (15 Gallon) EA $__________ $_____________ 120 Shrubs and Ground Cover SF $__________ $_____________ 121 Mulch (3-Inch) CY $__________ $_____________ TOTAL BASE BID➔ $____________________________ _ Page 370 of 457 URBAN CORE REHABILITATION 99 Spec No.23-07 We, the undersigned, acknowledge that the City Council has reserved the right to reject any or all bids and to determine which proposal is, in its opinion, the lowest responsive bid from a responsible bidder and that which it deems in the best interest of the City to accept. We, the undersigned, further agree, if this proposal shall be accepted, to sign the agreement and to furnish the required bonds with satisfactory surety, or sureties, within fifteen (15) calendar days after written notice that the contract is ready for signature; and, if the undersigned shall fail to contract, as aforesaid, it shall be understood that he or she has abandoned the contract and that, therefore, this proposal shall be null and void and the proposal guaranty accompanying this proposal, or the amount of said guaranty, shall be forfeited to and become the property of the City. Otherwise, the proposal guaranty accompanying this proposal shall be returned to the undersigned. Witness our hands this day of ___________________, 20____. Licensed in accordance with an act providing for the registration of California Contractors License No. ______________, expiration date ________________. THE CONTRACTOR'S LICENSE NUMBER AND EXPIRATION DATE STATED HEREIN ARE MADE UNDER PENALTY OF PERJURY. Department of Industrial Relations Public Works Contractor Registration Number:_____________________ Signature of bidder or bidders, with business name, address, phone number and fax number: _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ Notice: In the case of a corporation, give below the addresses of the principal office thereof and names and addresses of the President, Secretary, Treasurer. _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ Page 371 of 457 URBAN CORE REHABILITATION 100 Spec No.23-07 FAIR EMPLOYMENT PRACTICES CERTIFICATION TO:_____________________________________________________________ ________________________________________________________________ The undersigned, in submitting a bid for performing the following work by Contract, hereby certifies that he or she has or will meet the standards of affirmative compliance with the Fair Employment Practices requirements of the Special Provisions contained herein. URBAN CORE REHABILITATION ________________________________________________________________ (Signature of Bidder) Business Mailing Address: _________________________________________________ _________________________________________________ _________________________________________________ Business Location: _________________________________________________ _________________________________________________ (The bidder shall execute the certification of this page prior to submitting his or her proposal.) Page 372 of 457 URBAN CORE REHABILITATION 101 Spec No.23-07 WORKER'S COMPENSATION CERTIFICATE I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for Worker's Compensation or undertake self-insurance in accordance with the provisions of that code and I will comply with such provisions before commencing the performance of the work of this contract. Witness my hand this________ day of _______________, 200____ Signature of Bidder, with Business Address: __________________________________________________ __________________________________________________ __________________________________________________ __________________________________________________ Page 373 of 457 URBAN CORE REHABILITATION 102 Spec No.23-07 CERTIFICATION OF NONDISCRIMINATION IN EMPLOYMENT The bidder represents that he or she has/has not, participated in a previous contract or subcontract subject to either the equal opportunity clause herein or the clause contained in Section 301 of Executive Order 10925; that he or she has/has not, filed all required compliance reports; and that representations indicating submission of required compliance prior to subcontract awards. Signature and address of Bidder: __________________________________________________ Date_____________ __________________________________________________ __________________________________________________ __________________________________________________ (This certification shall be executed by the bidder in accordance with Section 60 -1.6 of the Regulations of the President's Committee on Equal Employment Opportunity for implementing Executive Orders 10925 and 11114.) Page 374 of 457 URBAN CORE REHABILITATION 103 Spec No.23-07 LIST OF PROPOSED SUBCONTRACTORS In compliance with the provisions of Sections 4100 -4108 of the California Public Contract Code and any amendments thereof, each bidder shall set forth (a) the name and location of the place of business of each subcontractor who will perform work or labor or render service in or about the construction site or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications in an amount in excess of one-half of 1 percent of the total bid and (b) the California Contractor License Number for each subcontractor, and (c) the portion of the work to be done by each subcontractor.(See General Conditions Section 1-09.) Include with the name of each sub-contractor their Department of Industrial Relations Public Works Contractor Registration Number. SUBCONTRACTOR NAME SUBCONTRACTOR LICENSE NUMBER SUBCONTRACTOR DIR REGISTRATION NUMBER SUBCONTRACTOR BUSINESS ADDRESS DESCRIPTION OF WORK Page 375 of 457 URBAN CORE REHABILITATION 104 Spec No.23-07 STATEMENT OF EXPERIENCE OF BIDDER The bidder is required to state below what work of similar magnitude or character he or she has done and to give references that will enable the City Council to judge of his or her experience, skill and business standing and his or her ability to conduct work as completely and rapidly as required under the terms of the contract. ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ Page 376 of 457 URBAN CORE REHABILITATION 105 Spec No.23-07 SIGNATURE(S) OF BIDDER Accompanying this proposal is ___________________________________ (insert the words "cash ($)", "cashier's check" or "bidder's bond", as the case may be) in an amount equal to at least 10 percent of the bid. The names of all persons interested in the foregoing proposal as principals are as follows: IMPORTANT NOTICE: If bidder or other interested person is a corporation, provide the legal name of corporation and also the names of the president, secretary, treasurer and manager thereof. If a co-partnership, provide the true name of firm and also the names of all individual co-partners composing the firm. If bidder or other interested person is an individual, provide the first and last names in full. _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ Licensed in accordance with an act providing for the registration of Contractors: License No. ______________________________, License Expiration Date . Signature(s) of Bidder: ______________________________________________ ______________________________________________ ______________________________________________ NOTE: If bidder is a corporation, the legal name of the corporation shall be set forth above together with the signature of the officer or officers authorized to sign contracts on behalf of the corporation; if bidder is a co-partnership, the true name of the firm shall be set forth above together with the signature of the partner or partners authorized to sign contracts in behalf of the co-partnership; and if bidder is an individual, his or her signature shall be placed above. If a member of a partnership, a Power of Attorney must be on file with the Department prior to opening bids or submitted with the bid; otherwise, the bid will be disregarded as irregular and unauthorized. Business address: ___________________________________________________ ___________________________________________________ Place of residence: ___________________________________________________ ___________________________________________________ Dated: __________________ CITY OF UKIAH Page 377 of 457 URBAN CORE REHABILITATION 106 Spec No.23-07 Mendocino County, California BIDDER'S BOND KNOW ALL MEN BY THESE PRESENTS, That we, ______________________________________________________________ ________________________________________________________________, as PRINCIPAL and ________________________________________________________________ ________________________________________________________________, as SURETY, are held and firmly bound unto the City of Ukiah in the penal sum of 10 PERCENT OF THE TOTAL AMOUNT OF THE BID of the Principal above named, submitted by said Principal to the City of Ukiah, as the case may be, for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, to the City Clerk to which said bid was submitted, we bind ourselves, our heirs, executors, administrators and successors jointly and severally, firmly by these presents. In no case shall the liability of the surety hereunder exceed the sum of $____________________ THE CONDITION OF THIS OBLIGATION IS SUCH, That whereas the Principal has submitted the above mentioned bid to the City of Ukiah, as aforesaid, for certain construction specifically described as follows, for which bids are to be opened at the Office of the City Clerk, Ukiah Civic Center, Ukiah, California, on <<DATE OF BID OPENING>> for URBAN CORE REHABILITATION. NOW, THEREFORE, If the aforesaid Principal is awarded the contract and, within the time and manner required under the specifications, after the prescribed forms are presented to him or her for signatures, enters into a written contract, in the prescribed form, in accordance with the bid and files two bonds with the City of Ukiah, one to guarantee faithful performance and the other to guarantee payment for labor and materials, as required by law, then this obligation shall be null and void; otherwise, it shall be and remain in full force and virtue. IN WITNESS WHEREOF, we have hereunto set our hands and seals on this ______ day of ________________, A.D. 20_____. __________________________________________________(Seal) __________________________________________________(Seal) __________________________________________________(Seal) Principal __________________________________________________(Seal) __________________________________________________(Seal) __________________________________________________(Seal) Surety Address: __________________________________________________________ __________________________________________________________ __________________________________________________________ Page 378 of 457 URBAN CORE REHABILITATION 107 Spec No.23-07 NON-COLLUSION AFFIDAVIT Note: Bidder shall execute the affidavit on this page prior to submitting his or her bid. To City Council, City of Ukiah: The undersigned in submitting a bid for performing URBAN CORE REHABILITATION by contract, being duly sworn, deposes and says: that he or she has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with such contract. __________________________________________________ __________________________________________________ __________________________________________________ Signature(s) of Bidder Business Address:__________________________________________________ __________________________________________________ __________________________________________________ Place of Residence:__________________________________________________ __________________________________________________ __________________________________________________ NOTARIZATION Subscribed and sworn to before me this ______ day of _________, 20____. __________________________________________________ Notary Public in and for the County of______________________________, State of California. My Commission Expires ________________________, 20 ____. Page 379 of 457 URBAN CORE REHABILITATION 108 Spec No.23-07 EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION The bidder_________________________________________________________________, proposed subcontractor ______________________________________________, hereby certifies that he has ___ , has not , participated in a previous contract or subcontract subject to the equal opportunity clauses, as required by Executive Orders 10925, 11114, or 11246, and that, where required, he has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filling requirements. Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b) (1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b) (1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. ____________________________________________________________ Page 380 of 457 URBAN CORE REHABILITATION 109 Spec No.23-07 DEBARMENT AND SUSPENSION CERTIFICATION TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29 The bidder, under penalty of perjury, certifies that, except as noted below, he/she or any other person associated therewith in the capacity of owner, partner, director, officer, manager: • is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any Federal agency; • has not been suspended, debarred, voluntarily excluded or determined ineligible by any Federal agency within the past 3 years; • does not have a proposed debarment pending; and • has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years. If there are any exceptions to this certification, insert the exceptions in the following space. Exceptions will not necessarily result in denial of award, but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action. Notes: Providing false information may result in criminal prosecution or administrative sanctions. The above certification is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Certification. _________________________________________________________ Page 381 of 457 URBAN CORE REHABILITATION 110 Spec No.23-07 PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT In accordance with Public Contract Code Section 10285.1 (Chapter 376, Stats, 1986), The bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder has___, has not___ been convicted within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1. Note: The bidder must place a check mark after "has" or "has not" in one of the blank spaces provided. The above Statement is part of the Proposal. Signing the Contractor’s Proposal on the signature portion thereof shall also constitute signature of this Statement. Bidders are cautioned that making false certification may subject the certifier to criminal prosecution. Page 382 of 457 URBAN CORE REHABILITATION 111 Spec No.23-07 PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE In accordance with Public Contract Code Section 10162, The Bidder shall complete, under penalty of perjury, the following questionnaire: Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation? Yes _____ No ______ If the answer is "Yes," explain the circumstances in the following space. Page 383 of 457 URBAN CORE REHABILITATION 112 Spec No.23-07 PUBLIC CONTRACT SECTION 10232 STATEMENT In accordance with Public Contract Code Section 10232, the Contractor hereby states under penalty of perjury that no more than one final unappealable finding of contempt of court by a federal court has been issued against the Contractor within the immediately preceding two - year period because of the Contractor's failure to comply with an order of a federal court which orders the Contractor to comply with an order of the National Labor Relations Board. Note: The above Statement and Questionnaire are part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement and Questionnaire. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. Page 384 of 457 URBAN CORE REHABILITATION 113 Spec No.23-07 CITY OF UKIAH Mendocino County, California AGREEMENT FOR URBAN CORE REHABILITATION Specification No. 23-07 THIS AGREEMENT, made this ______ day of ___________________, 20____, by and between the City of Ukiah, Mendocino County, California, hereinafter called the City and _______________________ hereinafter called the Contractor, WITNESSETH: WHEREAS, the City has caused to be prepared in accordance with law, specifications, drawings and other contract documents for the work herein described and shown and has approved and adopted these contract documents, specifications and drawings and has caused to be published in the manner and for the time required by law a notice to bidders inviting sealed proposals for doing the work in accordance with the terms of this contract and WHEREAS, the Contractor, in response to the notice to bidders, has submitted to the City a sealed proposal accompanied by a proposal guaranty in an amount of not less than 10 percent of the bid price for the construction of the proposed work in accordance with the terms of this contract and WHEREAS, the City, in the manner prescribed by law, has publicly opened, examined and canvassed the proposals submitted and as a result has determined and declared the Contractor to be the lowest and best regular responsible bidder for the work and for the sums named in the proposal, NOW, THEREFORE, THIS AGREEMENT WITNESSETH: Article 1. Work to be Done and Contract Days Allowed. That the Contractor shall provide all necessary machinery, tools, apparatus and other means of construction; shall furnish all materials, superintendence, overhead, expenses, all labor and expenses of whatever nature necessary for completion of the work in conformity with the Special Provisions and other contract documents hereto attached and according to such instructions as may be given by the Engineer. The Contractor shall complete the work within 120 WORKING days. Contract days shall be counted starting with the 10th day following receipt of notice that the contract has been executed by the City. Contractor, at his or her option, may begin work prior to start of counting contract days, however, in no event shall the Contractor start work without giving notification to the Engineer at least 72 hours prior to the start of work, without obtaining an encroachment permit from the City, or without having submitted certificates of insurance that have been accepted and approved by the Engineer Article II. Contract Prices. That the City shall pay the Contractor the prices stated in the proposal submitted by the Contractor, for complete performance of the contract by the Contractor. The Contractor hereby agrees to accept the prices as full compensation for all material and appliances necessary to the work, for all labor and use of tools and other implements necessary to execute the work contemplated in this contract; for all loss or damage arising out of the Page 385 of 457 URBAN CORE REHABILITATION 114 Spec No.23-07 nature of the work or from the action of the elements, or from any unforeseen obstructions or difficulties which may be encountered in the prosecution of the work; for all risks of every description connected therewith; for all expenses of the work, as herein specified; for all liability and other insurance, for all overhead and other expenses incident to the work; all according to the Contract Drawings, the Special Provisions, the Details, the instructions and the requirements of the City. Article III. Labor Discrimination. Attention is directed to Section 1735 of the Labor Code, which reads as follows: "No discrimination shall be made in the employment of persons upon public works because of the race, color, national origin or ancestry, or religion of such persons and every contractor for public works violating this section is subject to all the penalties imposed for a violation of this chapter." In connection with the performance of work under this contract, the Contractor agrees as follows: (a) The Contractor will not willfully discriminate against any employee or an applicant for employment because of race, color, religion, ancestry, or national origin. The Contractor will take affirmative action to ensure that applicants are employed and that employees are treated during employment without regard to their race, color, religion, ancestry, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the awarding authority setting forth the provisions of this Fair Employment Practice section. (b) The Contractor will send to each labor union or representative of workers with which he or she has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the awarding authority, advising the said labor union or worker's representative of the Contractor's commitments under this section, to employees and applicants for employment. (c) The Contractor will permit access to his or her records of employment, employment advertisements, application forms and other pertinent data and records by the Fair Employment Practices Commission, City of Ukiah or any other appropriate agency of the State of California designated by the awarding authority, for the purposes of investigation to ascertain compliance with the Fair Employment Practices section of this contract. (d) A finding of willful violation of the Fair Employment Practices section of this Contract or of the Fair Employment Practices Act shall be regarded by the awarding authority as a basis for determining the Contractor to be not a "responsible bidder" as to future contracts for which such Contractor may submit bids, for revoking the Contractor's pre-qualification rating, if any and for refusing to establish, reestablish or renew a pre-qualification rating for the Contractor. The City of Ukiah shall deem a finding of willful receipt of written notice from the Fair Employment Practices Act to have occurred upon that it has investigated and determined that the Contractor has violated the Fair Employment Practices Act and has issued an order under Labor Code Section 1426 or obtained an injunction under Labor Code Section 1429. Upon receipt of such written notice from the Fair Employment Practices Commission, the City shall notify the Contractor that unless he or she demonstrates to the satisfaction of the awarding authority within a stated period that the violation has been corrected, his or her pre-qualification rating will be revoked at the expiration of such period. (e) The Contractor agrees that should the City determine that the Contractor has not complied with the Fair Employment Practices section of this Contract, then pursuant to Labor Code Section 1735 and 1775 the Contractor shall, as a penalty to the City, forfeit for each calendar day or portion thereof, for Page 386 of 457 URBAN CORE REHABILITATION 115 Spec No.23-07 each person who was denied employment as a result of such non-compliance, the penalties provided in the Labor Code for violation of prevailing wage rates. Such monies may be recovered from the Contractor. The City may deduct any such damages from any monies due the Contractor. (f) Nothing contained in this Fair Employment Practices section shall be construed in any manner of fashion so as to prevent the City or the State of California from pursuing any other remedies that may be available at law. (g) Prior to awarding the Contract, the Contractor shall certify to the awarding authority that he or she has or will meet the following standards for affirmative compliance, which shall be evaluated in each case by the awarding authority: (1) The Contractor shall provide evidence, as required by the City that he or she has notified all supervisors, foremen and other personnel officers in writing of the content of the anti-discrimination clause and their responsibilities under it. (2) The Contractor shall provide evidence, as required by the City, that he or she has notified all sources of employees’ referrals (including unions, employment agencies, advertisements, Department of Employment) of the content of the anti-discrimination clause. (3) The Contractor shall file a basic compliance report, as required by the City. Willfully false statements made in such reports shall be punishable as provided by law. The compliance report shall also spell out the sources of the work force and who has the responsibility for determining whom to hire, or whether or not to hire. (4) Personally, or through his or her representatives, the Contractor shall, through negotiations with the unions with whom he or she has agreements, attempt to develop an agreement which will: a. Spell out responsibilities for nondiscrimination in hiring, referral, upgrading and training. b. Otherwise implement an affirmative anti-discrimination program in terms of the unions' specific areas of skill and geography to the end that qualified minority workers will be available and given and equal opportunity for employment. (5) The Contractor shall notify the City of opposition to the anti-discrimination clause by individuals, firms or organizations during the period of its pre-qualification. (h) The Contractor will include the provisions of the foregoing paragraphs 1 through 5 in every first tier subcontract so that such provisions will be binding upon each such subcontractor. (i) The "Fair Employment Practices Certification" must be completed and signed prior to the time of submitting the bid. Article IV. Parts of the Contract. That the complete contract consists of the following documents, all of which shall be considered a part of this agreement. 1. Notice to Bidders 2. Wage Rates 3. General Conditions 4. Technical Specifications 5. Proposal 6. Fair Employment Practices Certification 7. Agreement Page 387 of 457 URBAN CORE REHABILITATION 116 Spec No.23-07 8. Contract Bonds 9. Contract Drawings and Construction Details 10. Standard Drawings 11. Indemnification Agreement IN WITNESS WHEREOF, this contract being executed in duplicate and the parties having caused their names to be signed by authority of their duly authorized office this _____ day of _____________, 20____. CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA By: ______________________________________________________________ CITY MANAGER, CITY OF UKIAH Attest: ______________________________________________________________ CITY CLERK, CITY OF UKIAH By: ______________________________________________________________ CONTRACTOR Attest: ______________________________________________________________ Title: ______________________________________________________________ The foregoing contract is approved as to form and legality this ______ day of ______________, 20 ____. __________________________________________________ CITY ATTORNEY, CITY OF UKIAH Page 388 of 457 URBAN CORE REHABILITATION 117 Spec No.23-07 INDEMNIFICATION AGREEMENT This Indemnification Agreement is made and entered in Ukiah, California, on _________________, 20____, by and between the City of Ukiah (Ukiah) and ______________________________________ (Contractor). Contractor is _________________________________________________________________________________ ___________________________________________ for Ukiah. As a condition of issuing the work order, attached hereto, Ukiah requires assurance that Contractor will protect Ukiah from damage or damage claims which arise from its performance of the work. Accordingly, Contractor agrees as follows: 1. Indemnification. Contractor shall indemnify and hold harmless Ukiah and its officers, agents, and employees from and against any claim, loss, or damage, including the legal and other costs of defending against any claim of damage or loss which arises out of the Contractor’s negligent or wrongful performance under the work order attached hereto, except for claims, losses, or damages resulting from the sole and exclusive negligence or other wrongful conduct of Ukiah or its officers, agents and employees. CONTRACTOR BY: _______________________________________________ TITLE: _______________________________________________ Page 389 of 457 URBAN CORE REHABILITATION 118 Spec No.23-07 CITY OF UKIAH Mendocino County, California FAITHFUL PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, That we the undersigned, ______________________________________________________________ __________________________________________________________________________________, AS PRINCIPAL, and __________________________________________________________________________________, AS SURETY, are held firmly bound unto THE CITY OF UKIAH, hereinafter called the “City”, in the penal sum of dollars ($____________________) for the payment of which sum we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally. WHEREAS, the Principal has entered into a certain Contract with the City, dated __________, 20_____, a copy of which is hereto attached and made a part hereof, NOW, THEREFORE, the condition of this obligation is such that if the Principal shall in all respects fully perform the Contract and all duly authorized modifications thereof, during its original term and any extensions thereof that may be granted and during any guaranty period for which the Contract provides, and if the Principal shall fully satisfy all claims, arising out of the prosecution of the work under the Contract and shall fully indemnify the City for all expenses which it may incur by reason of such claims, including its attorney's fees and court costs, and if the Principal shall make full payment to all persons supplying labor, services, materials, or equipment in the prosecution of the work under the Contract, in default of which such persons shall have a direct right of action hereupon; and if the Principal shall pay or cause to be paid all sales and use taxes payable as a result of the performance of the Contract as well as payment of gasoline and special motor fuels taxes in the performance of the Contract and all motor vehicle fees required for commercial motor vehicles used in connection with the performance of the Contract, then this obligation shall be void; otherwise, it shall remain in full force and effect. No modification of the Contract or extension of the term thereof, nor any forbearance on the part of the City shall in any way release the Principal or the Surety from liability hereunder. Notice to the Surety of any such modification, extension, or forbearance is hereby waived. IN WITNESS WHEREOF, the aforesaid Principal and Surety have executed this instrument and affixed their seals hereto, this ________ day of _______________,20_______. In the presence of: WITNESS: _________________________________ ________________________________(SEAL) (Individual Principal) ___________________________________ (Business Address) ___________________________________ (City/State/Zip Code) Page 390 of 457 URBAN CORE REHABILITATION 119 Spec No.23-07 WITNESS: ____________________________________ ______________________________(SEAL) (Corporate Principal) ___________________________________ (Business Address) ___________________________________ (City/State/Zip Code) ATTEST: ________________________________ (Corporate Principal) Affix Corporate Seal ___________________________________ (Business Address) ___________________________________ (City/State/Zip Code) ATTEST: ____________________________ ________________________________ Affix (Corporate Surety) Corporate Seal ___________________________________ (Business Address) ___________________________________ (City/State/Zip Code) The rate of premium on this bond is $___________________________ per thousand. The total amount of premium charges is $____________________________.. (The above is to be filled in by Surety Company). (Power of Attorney of person signing for Surety Company must be attached). (CERTIFICATE AS TO CORPORATE PRINCIPAL) I,_________________________________________, certify that I am the ______________________________ Secretary of the corporation named as Principal in the foregoing bond; that _______________________________________, who signed the said bond on behalf of the Principal, was then ____________________________________________ of said corporation; that I know his signature, and that his signature thereto is genuine; and that said bond was duly signed, sealed, and attested to for and in behalf of said corporation by authority of its governing body. ____________________________________________ Affix Corporate Seal Page 391 of 457 URBAN CORE REHABILITATION 120 Spec No.23-07 CITY OF UKIAH Mendocino County, California MATERIAL AND LABOR BOND KNOW ALL MEN BY THESE PRESENTS, That we the undersigned, ______________________________________________________ __________________________________________________________________________, AS PRINCIPAL, and __________________________________________________________________________ __________________________________________________________________________, AS SURETY, are held firmly bound unto THE CITY OF UKIAH, hereinafter called the “City” in the penal sum of dollars ($____________________) for the payment of which sum we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally. WHEREAS, the Principal has entered into a certain Contract with the City, dated _________________, 20_____, a copy of which is hereto attached and made a part hereof, NOW, THEREFORE, the condition of this obligation is such that if the Principal shall in all respects fully perform the Contract and all duly authorized modifications thereof, during its original term and any extensions thereof that may be granted and during any guaranty period for which the Contract provides, and if the Principal shall fully satisfy all claims, arising out of the prosecution of the work under the Contract and shall fully indemnify the City for all expenses which it may incur by reason of such claims, including its attorney's fees and court costs, and if the Principal shall make full payment to all persons supplying labor, services, materials, or equipment in the prosecution of the work under the Contract, in default of which such persons shall have a direct right of action hereupon; and if the Principal shall pay or cause to be paid all sales and use taxes payable as a result of the performance of the Contract as well as payment of gasoline and special motor fuels taxes in the performance of the Contract and all motor vehicle fees required for commercial motor vehicles used in connection with the performance of the Contract, then this obligation shall be void; otherwise, it shall remain in full force and effect. No modification of the Contract or extension of the term thereof, nor any forbearance on the part of the City shall in any way release the Principal or the Surety from liability hereunder. Notice to the Surety of any such modification, extension, or forbearance is hereby waived. IN WITNESS WHEREOF, the aforesaid Principal and Surety have executed this instrument and affixed their seals hereto, this ________ day of _______________,20_______. In the presence of: WITNESS: ____________________________________ ________________________________(SEAL) (Individual Principal) ___________________________________ (Business Address) ___________________________________ (City/State/Zip Code) Page 392 of 457 URBAN CORE REHABILITATION 121 Spec No.23-07 WITNESS: ____________________________________ ______________________________(SEAL) (Corporate Principal) ___________________________________ (Business Address) ___________________________________ (City/State/Zip Code) ATTEST: ________________________________ (Corporate Principal) Affix Corporate Seal ___________________________________ (Business Address) ___________________________________ (City/State/Zip Code) ATTEST: ____________________________ ________________________________ Affix (Corporate Surety) Corporate Seal ___________________________________ (Business Address) ___________________________________ (City/State/Zip Code) The rate of premium on this bond is $___________________________ per thousand. The total amount of premium charges is $____________________________.. (The above is to be filled in by Surety Company). (Power of Attorney of person signing for Surety Company must be attached). (CERTIFICATE AS TO CORPORATE PRINCIPAL) I,_________________________________________, certify that I am the ______________________________ Secretary of the corporation named as Principal in the foregoing bond; that _______________________________________, who signed the said bond on behalf of the Principal, was then ____________________________________________ of said corporation; that I know his signature, and that his signature thereto is genuine; and that said bond was duly signed, sealed, and attested to for and in behalf of said corporation by authority of its governing body. ____________________________________________ Affix Corporate Seal Page 393 of 457 URBAN CORE REHABILITATION 122 Spec No.23-07 DIRECTIONS FOR PREPARATION OF PERFORMANCE AND MATERIAL AND LABOR BOND 1. Individual sureties, partnerships, or corporations not in the surety business will not be acceptable. 2. The name of the Principal shall be shown exactly as it appears in the Contract. 3. The penal sum shall not be less than required by the Specifications. 4. If the Principals are partners or joint venturers, each member shall execute the bond as an individual and state his place of residence. 5. If the Principal is a corporation, the bond shall be executed under its corporate seal. If the corporation has no corporate seal, it shall so state and affix a scroll or adhesive seal following the corporate name. 6. The official character and authority of the person(s) executing the bond for the Principal, if a corporation, shall be certified by the Secretary or Assistant Secretary thereof under the corporate seal, or copies attached to such records of the corporation as will evidence the official character and authority of the officer signing, duly certified by the Secretary or Assistant Secretary, under the corporate seal, to be true copies. 7. The current power-of-attorney of the person signing for the surety company must be attached to the bond. 8. The date of the bond must not be prior to the date of the Contract. 9. The following information must be placed on the bond by the surety company: a. The rate of premium in dollars per thousand; and b. The total dollar amount of premium charged. 10. The signature of a witness shall appear in the appropriate place attending to the signature of each party of the bond. 11. Type or print the name underneath each signature appearing on the bond. 12. An executed copy of the bond must be attached to each copy of the Contract (original counterpart) intended for signing. Page 394 of 457 URBAN CORE REHABILITATION 123 Spec No.23-07 CITY OF UKIAH Mendocino County, California DEFECTIVE MATERIAL AND WORKMANSHIP (MAINTENANCE) BOND KNOW ALL MEN BY THESE PRESENTS, That we, _____________________________________________________________________ __________________________________________________________________, as PRINCIPAL and__________________________________________________________________________ ___________________________________________________________________, as SURETY, are held and firmly bound unto the City of Ukiah as Obligee, in the penal sum of ___________________________________________________________________________________ _________________________________________________________($____________________), (5 PERCENT OF THE FINAL CONTRACT AMOUNT) to which payment well and truly to be made, we do bind ourselves, our and each of our heirs, executors, administrators successors and assigns jointly and severally, firmly by these presents. WHEREAS, the said Principal entered into a Contract with the City Of Ukiah dated_________________________ for _________________________________________________________________________________ ____________________________________________________________________________________ WHEREAS, said Contract has been completed, and was approved on the ______ day of ___________, _________, NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal shall guarantee that the work will be free of any defective materials or workmanship which become apparent during the period of one (1) year following completion of the Contract, then this obligation shall be void, otherwise to remain in full force and effect, provided however, any additional warranty or guarantee whether expressed or implied is extended by the Principal or Manufacturer only, and the surety assumes no liability for such a guarantee. Signed, sealed, and dated this __________ day of ____________, 20_____. __________________________________________________(Seal) BY:_______________________________________________(Seal) __________________________________________________(Seal) Principal __________________________________________________(Seal) BY:_______________________________________________(Seal) __________________________________________________(Seal) Surety Page 395 of 457 Page 1 of 2 Agenda Item No: 13.a. MEETING DATE/TIME: 11/1/2023 ITEM NO: 2023-3150 AGENDA SUMMARY REPORT SUBJECT: Status Report of the Emergency Contract with West Coast Fire & Water for Fire Remediation Work at the Electric Utility Service Center at Hastings. DEPARTMENT: Electric Utility PREPARED BY: Cindy Sauers, Electric Utility Director PRESENTER: Cindy Sauers, Electric Utility Director. ATTACHMENTS: 1. West Coast Fire Water - Hastings Fire Remediation Work - 2223-177 Summary: The Council will receive a status report of the emergency contract with West Coast Fire & Water for fire remediation work at the Electric Utility Service Center at Hastings, and will consider approving the work to continue under the emergency contract. Background: The Ukiah City Council approved the purchase of 2.8 acres with a 15,800 sq. ft. building located at 1350 Hastings Rd (The Electric Service Center) to house the Electric Utility Department’s operations. The Electric Service Center will centralize electric operations for Engineering, Construction and Technical Services. In addition, the Department intends to use the Electric Service Center for training, material warehousing and construction preparation. On August 5, 2020, the City Council adopted the plans and specifications for the grading, fencing, roofing and electric equipment relocation. This work was completed on March 2, 2023. On the morning of March 8, 2023, a fire broke out at the Electric Utility Department's Service Center located at 1350 Hastings Road. The source of the fire was the electrical failure of a bathroom ceiling fan. The Ukiah Valley Fire Authority responded to the incident, and was successful in putting the fire out. However, significant smoke and water damage occurred, as well as structural damage to the building. West Coast Fire and Water was contacted and was able to respond in a timely manner to assess the fire, smoke and water damage. They were able to secure the building and cover exposed areas to prevent additional water intrusion from the impending precipitation. The City Purchasing, Risk Management, and Electric Departments worked with McLarens, the Claims Adjuster for the City's self-insured liability Program through its membership in the California Intergovernmental Risk Authority (CIRA), and West Coast Water and Fire to develop a Scope of Work and Contract for the remediation of the fire, water, and smoke damage. Please see Attachment 1 for a copy of the agreement. There are no expected costs to the City at the time, as the City opted to review all invoices and provide authority to McLarens to pay West Coast directly. The City, however, executed a contract with West Coast Fire and Water to complete the Scope of Work. The initial cost estimate for this remediation was over $200,000. The scope of work that is being performed under this contract falls under the definition of "public project", as it involves demolition and repair work involving a publicly owned facility. The City Manager, under his authority, authorized proceeding with the work as an emergency, since the event was sudden and unexpected, and required immediate action for the protection of City (public) property. Due to structural issues, and immediate mold growth, time was of the Page 396 of 457 Page 2 of 2 essence, and bidding for this work as per the normal requirements of the California Uniform Cost Accounting Act, was not an option. Under these circumstances, public bidding is excused. At their Council meeting on April 5, 2023, the Council initially received the report regarding this contract, and approved by a four-fifths vote for the work to continue under these emergency circumstances. Discussion: As of Friday, April 7, 2023, the remediation work on the structure was completed. After two rounds of cleaning the electronics, all items have been returned and appear to be in working order. The City has a two-year warranty period should there be additional issues with the equipment. As part of the assessment of damages, McLarens required an independent estimate of damage to restore the building to pre-fire condition. This was required to evaluate the estimate provided by the City's structural engineering consultant and architect. On September 5, 2023, the City received an estimate of $471,488.51 for the building repairs. This estimate does not include the cost of the remediation performed by West Coast Fire and Water, electronics cleaning, or reimbursement for the contents of the building. Staff will continue to work with West Coast Fire and Water and the insurance provider to wrap up these items. Staff is requesting the Council's approval to continue using the emergency contract. Recommended Action: Receive a status report, and approve the continued work on the emergency contract with West Coast Fire & Water for Fire Remediation Work at the Electric Utility Service Center at Hastings. BUDGET AMENDMENT REQUIRED: N/A CURRENT BUDGET AMOUNT: N/A PROPOSED BUDGET AMOUNT: N/A FINANCING SOURCE: Insurance Proceeds PREVIOUS CONTRACT/PURCHASE ORDER NO.: 2223-177 COORDINATED WITH: Cindy Sauers, Electric Utility Director, Sheri Mannion, HR & Risk Management Director and Dave Rapport, City Attorney DIVERSITY-EQUITY INITIATIVES (DEI): CLIMATE INITIATIVES (CI): GENERAL PLAN ELEMENTS (GP): Page 397 of 457 COU 2223 177 1 SHORTFORMCONSTRUCTIONCONTRACT ThisAgreementismadeandenteredon March 13, 2023,in Ukiah,California,by and between Bridges Restoration LLC,dba West Coast Fire Water,a limited liability company Contractor")and the City of Ukiah City"),a general law municipal corporation. RECITALS: 1.TheplansandspecificationsforthisworktheWork")arecontained in Exhibit A,which is attached hereto and incorporated herein by this reference. 2.Contractorisproperlylicensedandqualifiedtoperformthework. 3.WheneverthisAgreementcallsforCityapprovalornotification,the approval or notification must be signed by the City Manager or his or her designee. AGREEMENT: Wherefore,inconsiderationoftheforegoing facts and the terms and conditions as further stated herein,the parties hereby agree as follows. 1. PERFORMANCE OF THE WORK ContractorwillperformtheWorkasfurther provided herein. 1.1TimeofPerformance.Time is of the essence,and the Contractor shall commence the work as soon as possible following the issuance of a Notice to Proceed”. 1.1.1.N/Acheckifapplicable]It is agreed by the parties to the contract that time is of the essence and that,in case all the work is not completed before or upon the expiration of the time limit as set forth,damage,other than those cost items identified in section 1.1.2,will be sustained by the City and that it is and will be impracticable to determine the actual amount of damage by reason of such delay;and it is therefore agreed that,subject to Sections 1.13 1.14, below,the Contractor will pay to the City the sum of five hundred dollars 500.00)per day for each and every calendar day's delay beyond the time prescribed. 1.1.2N/Acheckifapplicable]In case the work called for under this contract is not completed within the time limit stipulated herein,the City shall have the right as provided hereinabove,to extend the time of completion thereof.If the time limit be so extended,the City shall have the right to charge to the Contractor and to deduct from the final payment for the work the actual cost to the City of engineering,inspection,superintendence and other overhead expenses which are directly chargeable to the contract and which accrue during the ATTACHMENT 1 Page 398 of 457 COU 2223 177 2 period of such extension,except that the cost of final unavoidable delays shall not be included in such charges. 1.2ConstructionofContractDocuments.Contractor will perform the Work in compliance with the plans and specifications set forth in the attached Exhibit A.If there is any inconsistency or conflict between the plans and the specifications,the specifications will prevail.If there is any inconsistency between the plans and the specifications and this agreement,the terms of this Agreement shall prevail,unless expressly stated otherwise in a particular specification. 1.3Contractorfurnisheditems.Contractor will furnish all necessary labor,materials,tools, equipment,and transportation necessary to perform the Work. 1.4 SB 854 requirements 1.4.1 No contractor or subcontractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. 1.4.2 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. 1.4.3 This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. 1.4.4 The Labor Commissioner through the Division of Labor Standards Enforcement DLSE)may at any time require contractors and subcontractors to furnish electronic certified payroll records directly to DLSE.All contractors and subcontractors must furnish electronic certified payroll records directly to the DLSE. 1.4.5 The Prime Contractor is required to post job notices at the job site as prescribed by regulations currently,8 CCR 16451(d).) 1.5 Use of Employees. 1.5.1.Contractorandanysubcontractorsshallpayallmechanicsand laborers employed by them to work upon the site of the work unconditionally and without subsequent deductions or rebate on any account the full amounts due at the time of payment at wage rates not less than those contained in the applicable prevailing wage determination,regardless of any contractual relationship which may be alleged to exist between the Contractor and subcontractors and such laborers and mechanics. 1.5.2.ContractorshallcomplywiththeCaliforniaLaborCodeSection 1775.In accordance with said Section 1775,Contractor shall forfeit as a penalty to the City,50.00 for each calendar day or portion thereof,for each workman paid less than the stipulated prevailing Page 399 of 457 COU 2223 177 3 rates for such work or craft in which such workman is employed for any work done under the Contract by him or her or by any subcontractor under him or her in violation of the provisions of the Labor Code and in particular,Labor Code Sections 1770 to 1780,inclusive.In addition to said penalty and pursuant to Section 1775,the difference between such stipulated prevailing wage rates and the amount paid to each workman for each calendar day or portion thereof for which each workman was paid less than the stipulated prevailing wage rate shall be paid to each workman by the Contractor. 1.5.3.Pursuant to the provision of Section 1770 of the Labor Code of the State of California,City has ascertained the general prevailing rate of wages which rate includes employer payments for health and welfare,vacation,pension and similar purposes)applicable to the work to be done,for straight time work.The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification,or type of workers concerned.Copies of the General Prevailing Wage Determination are on file in the office of the City Engineer and are available to the Contractor on request.The Contractor shall post the wage determination at the site of work in a prominent place where the workers can easily see it. 1.5.4.Citywillnotrecognizeanyclaim for additional compensation because the Contractor has paid any rate in excess of the prevailing wage rate obtained from the City Engineer. The possibility of wage increases is one of the elements to be considered by the Contractor in determining his or her bid and will not in any circumstances be considered as the basis for a claim against the City. 1.5.5.TravelandSubsistence Payments. Contractorshallmaketravelandsubsistence payments to each worker needed to execute the work in accordance with the requirements in Section 1773.8 of the Labor Code Chapter 880,Statutes of 1968). 1.5.6.Apprentices. Attentionisdirectedtotheprovisions in Sections 1777.5 Chapter 1411,Statutes of 1968)and 1777.6 of the California Labor Code concerning the employment of apprentices by the Contractor or any subcontractor under him.Contractor and any subcontractor under him or her shall comply with the requirements of said sections in the employment of apprentices. Information relative to apprenticeship standards,wage schedules and other requirements may be obtained from the Director of Industrial Relations,ex officio the Administrator of Apprenticeship,San Francisco,California,or from the Division of Apprenticeship Standards and its branch offices. Page 400 of 457 COU 2223 177 4 Copies of Labor Code Sections 1771 requiring prevailing wages),1775 imposing penalties,including a 50 per day,per worker forfeiture,for failure to pay prevailing wages),1776 requiring contractor to maintain available for inspection certified payroll records),1777.5 requiring certain apprenticeship programs),1813 imposing penalties for failure to make records available for inspection)and 1815 requiring time and for overtime)are available at the Department of Industrial Relations website at http://www.dir.ca.gov/ 1.6CITYInspector.CITY may designate an architect,engineer,other design professional or other inspector Inspector")to supervise and/or inspect Contractor's performance of the Work. The Inspector shall have no authority to change the Work,the compensation for performing the Work or the time for completing the Work without City's prior written approval.City shall notify the Contractor in writing,if it designates an Inspector. 1.7SiteConditions.Contractor acknowledges that it has inspected the work site and any improvements involving the Work and satisfied itself as to the conditions which can affect the Work or its cost.Contractor has not relied on any representation by CITY or its officers or employees as to the condition of the site or the houses or any condition that might affect the cost of performing this Agreement. 1.8NewProductsRequired.All equipment,materials or fixtures furnished by Contractor under this Agreement shall be new and of the most suitable grade for the intended purpose,unless otherwise specifically provided. 1.9CompliancewithLaws.The Contractor shall give all notices and comply with all applicable laws,ordinances,codes,rules and regulations.The Contractor shall secure and pay for all permits,fees,and licenses necessary for the proper execution and completion of the work. 1.10ProtectionofSiteandImprovements.The Contractor shall preserve and protect the site,grounds and any involved improvements and shall not alter or damage any portion thereof, except as is absolutely necessary in order to perform the Work.The Contractor shall repair or replace,as directed by CITY,any property that it damages,looses or destroys in violation of this paragraph.Contractor shall assume full responsibility for maintaining the safety of the worksite in compliance with all applicable state and federal worker safety and protection laws and shall maintain the worksite in compliance with all such laws. 1.11InspectionofWork.The Contractor shall ensure that the Work is available for inspection by CITY or its Inspector at all reasonable times and that no work is covered up or rendered incapable of inspection without prior notice to CITY or its Inspector and a reasonable opportunity for inspection.The presence or absence of an CITY inspector or the conduct of an inspection by CITY or its Inspector shall not relieve the Contractor from any contract requirement or compliance with Exhibit A. Page 401 of 457 COU 2223 177 5 1.12Title.The Contractor warrants that it conveys full and complete title,free of all liens and encumbrances,to all materials,supplies,fixtures and equipment furnished to CITY under this Agreement and agrees to fully defend and indemnify CITY,its officers and employees,and the houses and homebuyers included in the Work from and against any claim,lien,charge,debt,cost, expense or liability arising from a breach of said warranty. 1.13Warranties.N/A]In addition to any other warranties in this contract,the Contractor warrants that the Work conforms to the contract requirements and is free of any defect in equipment,material or workmanship for a period of one year from the date of final acceptance of the Work by CITY.If CITY accepts any part of the Work before final acceptance of the entire Work, the warranty shall continue for the period of one year from the date of such partial acceptance.The Contractor shall remedy,at the Contractor's expense,any failure to conform,or any defect.Initial if following sentence applies CITY shall retain N/A%of the Contract Amount to secure the Contractor's warranty and shall remit the unused portion of that amount at the end of the warranty period.The time limit of this warranty shall not apply to any latent defects,or gross negligence or fraud on the part of the Contractor. 1.14.ExtensionofTime. Should any delays occur which the City may consider unavoidable,as herein defined,the Contractor shall,pursuant to his or her application,be allowed an extension of time proportional to said delay or delays,beyond the time herein set forth,in which to complete this contract;and liquidated damages for delay shall not be charged against the Contractor by the City during an extension of time granted because of unavoidable delay or delays. Any claim by Contractor for a time extension based on unavoidable delays shall be based on written notice delivered to the City within 15 days of the occurrence of the event giving rise to the claim. Failure to file said written notice within the time specified shall constitute a waiver of said claim. Notice of the full extent of the claim and all supporting data must be delivered to the City within 45 days of the occurrence unless the City specifies in writing a longer period.All claims for a time extension must be approved by the City and incorporated into a written change order. 1.15.UnfavorableWeatherandOther Conditions. During unfavorable weather and other conditions,the Contractor shall pursue only such portions of the work as shall not be damaged thereby.No portions of the work whose satisfactory quality or efficiency will be affected by any unfavorable conditions shall be constructed while these conditions remain,unless,by special means or precautions approved by the City,the Contractor shall be able to overcome them. The Contractor shall be granted a time extension of one day for each unfavorable weather day that prevents him or her from placing concrete forms or placing and finishing concrete or asphalt Page 402 of 457 COU 2223 177 6 concrete.Such unfavorable weather day is defined as a rain day where precipitation prevents the contractor from performing the work more than four 4)continuous hours within the authorized work period or a temperature day where the ambient temperature is below that specified for the placement of materials associated with the controlling work item for more than four 4)continuous work hours of the authorized work period. 1.16.Saturday,Sunday,Holiday and Night Work. No work shall be done between the hours of 6 p.m.and 7 a.m.,nor on Saturdays,Sundays or legal holidays except such work as is necessary for the proper care and protection of work already performed,or except in cases of absolute necessity and in any case only with the permission of the City. It is understood,however,that night work may be established as a regular procedure by the Contractor if he or she first obtains the written permission of the City and that such permission may be revoked at any time by the City if the Contractor fails to maintain at night adequate force and equipment for reasonable prosecution and to justify inspection of the work. 1.17.HoursofLabor. Eight 8)hours of labor shall constitute a legal day's work and the Contractor or any subcontractor shall not require or permit more than eight hours of labor in a day from any person employed by him or her in the performance of the work under this contract,unless paying compensation for all hours worked in excess of eight 8)hours per day at not less than 1 times the basic rate of pay. The Contractor shall forfeit to the City,as a penalty,the sum of twenty five dollars 25.00)for each workman employed in the execution of the contract by him or her or by any subcontractor,for each calendar day during which such laborer,workman,or mechanic is required or permitted to labor more than eight hours in violation of the provisions of Section 1810 to 1816,inclusive,Article 3, Chapter 1,Part 7,Division 2)of the Labor Code of the State of California and any acts amendatory thereof. 2.CONTRACT PRICE The Contractor will be paid for performance of this Agreement time and materials plus subcontractors will be added as invoice plus 20%per rate sheet provided as Exhibit B. 3.PAYMENT OF CONTRACT PRICE 3.1 City authorizes McLarens to pay Contractor solely and directly for the completed work performed pursuant to this contract.All payments under this contract shall be made upon the presentation of certificates in writing to the City and shall show that the work covered by the payments has been done and the payments thereof are due in accordance with this contract.Within fifteen days of the City’s receipt of the certificate of payment,City shall review and forward Page 403 of 457 COU 2223 177 7 authorization for payment to McLarens for its review,approval,and payment to the Contractor. If,for any reason,Customer receives a check from Insurance Company made payable to Customer, Customer agrees to pay West Coast Fire and Water immediately upon receipt of the check.In order to expedite payment to Contractor,Customer hereby appoints Contractor as attorney in fact, authorizing Contractor to endorse Customer’s name on Insurance Company checks or drafts,and to deposit insurance checks for the services provided in the amount invoiced. 4.INDEMNIFICATION AND INSURANCE. 4.1Indemnification.The Contractor shall do all of the work and furnish all labor, materials,tools and appliances,except as otherwise herein expressly stipulated,necessary or proper for performing and completing the work herein required in the manner and within the time herein specified.The mention of any specific duty or liability imposed upon the Contractor shall not be construed as a limitation or restriction of any general liability or duty imposed upon the Contractor by this contract,said reference to any specific duty or liability being made herein merely for the purpose of explanation. The right of general supervision by the City shall not make the Contractor an agent of the City and the liability of the Contractor for all damages to persons or to public or private property,arising from the Contractor's execution of the work,shall not be lessened because of such general supervision. Until the completion and final acceptance by the City of all the work under and implied by this contract,the work shall be under the Contractor's responsible care and charge.The Contractor shall rebuild,repair,restore and make good all injuries,damages,re erections and repairs,occasioned or rendered necessary by causes of any nature whatsoever,excepting only acts of God and none other, to all or any portions of the work,except as otherwise stipulated. To the fullest extent permitted by law,Contractor shall indemnify and hold harmless the City and its officers,directors,agents,and employees from and against all claims,damages,losses and expenses including but not limited to attorneys'fees,costs of suit,expert witness fees and expenses and fees and costs of any necessary private investigators arising out of or resulting from the performance of the work,provided that any such claim,damage,loss or expense 1)is attributable to bodily injury, sickness,disease or death,or to injury to or destruction of tangible property,other than the work itself,including the loss of use resulting therefrom and 2)is caused in whole or in part by any act or omission of the Contractor,any subcontractor,or anyone directly or indirectly employed by any of them,or anyone for whose acts any of them may be liable,regardless of whether or not it is caused in part by a party indemnified hereunder,or by the negligence or omission of a party indemnified herein. In any and all claims against the City or any of its agents or employees by any employee of the Page 404 of 457 COU 2223 177 8 Contractor,any subcontractor,anyone directly or indirectly employed by any of them,or anyone for whose acts any of them may be liable,the indemnification obligation shall not be limited in any way by any limitation on the amount or type of damages,compensation or benefits payable by or for the Contractor or any subcontractor under workers'or workmen's compensation acts,disability benefit acts,or other employee benefit acts.The obligation to indemnify shall extend to and include acts of the indemnified party which may be negligent or omissions which may cause negligence. The City shall have the right to estimate the amount of such damage and to cause the City to pay the same and the amount so paid for such damage shall be deducted from the money due the Contractor under this contract;or the whole or so much of the money due or to become due the Contractor under this contract as may be considered necessary by the City,shall be retained by the City until such suits or claims for damages shall have been settled or otherwise disposed of and satisfactory evidence to that effect furnished to the City. 4.2Insurance.Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor,his agents,representatives,employees or subcontractors. 4.2.1.MinimumScopeof Insurance Coverageshallbeatleastasbroadas: A. Insurance Services Office Commercial General Liability coverage Form No.CG 20 10 10 01 and Commercial General Liability Completed Operations Form No.CG 20 37 10 01). B. Insurance Services Office form number CA 0001 Ed.1/87)covering Automobile Liability,code 1 any auto). C. Worker’s Compensation insurance as required by the State of California and Employer’s Liability Insurance. 4.2.2.MinimumLimitsofInsurance Contractor shall maintain limits no less than: A. General Liability:1,000,000 per occurrence for bodily injury,personal injury and property damage including operations,products and completed operations.If Commercial General Liability Insurance or other form with a general aggregate limit is used,either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.Insurance must be written on an occurrence Page 405 of 457 COU 2223 177 9 basis. B. Automobile Liability:1,000,000 per accident for bodily injury and property damage.Insurance must be written on an occurrence basis. C. Worker’s Compensation Employer’s Liability:1,000,000 per accident for bodily injury or disease. 4.2.3.DeductiblesandSelfinsuredRetentions Any deductibles or self insured retentions must be declared to and approved by the City.The City may require the insurer to reduce or eliminate such deductibles or self insured retentions with respect to the City,its officers,officials,employees and volunteers;or the Contractor to provide a financial guarantee satisfactory to the City guaranteeing payment of losses and related investigations,claim administration and defense expenses;or to approve the deductible without a guarantee. 4.2.4.REQUIRED Insurance Provisions Proof of general liability and automobile liability policies are to contain,or be endorsed to contain,the following provisions: A.The City,its officers,officials,employees,and volunteers are to be covered as ADDITIONAL INSURED with respect to liability arising out of automobiles owned,leased, hired or borrowed by or on behalf of the contractor;and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment,furnished in connection with such work or operations.General liability coverage can be provided in the form of an endorsement to the Contractor’s insurance,or as a separate owner’s policy. B.The workers’compensation policy is to be endorsed with a waiver of subrogation. The insurance company,in its endorsement,agrees to waive all rights of subrogation against the City,its officers,officials,employees and volunteers for losses paid under the terms of this policy which arises from the work performed by the named insured for the City.NOTE:You cannot be added as an additional insured on a workers’compensation policy. C.For any claims related to this project,the Contractor’s insurance coverage shall be primary insurance with respect to the City,its officers,officials,employees,and volunteers.Any insurance or self insurance maintained by the City,its officers,officials, employees,or volunteers shall be in excess of the Contractor’s insurance and shall not contribute with it. Page 406 of 457 COU 2223 177 10 D.Each insurance policy required by this clause shall be endorsed to state that coverage shall not be canceled by either party,except after thirty 30)days’prior written notice by certified mail,return receipt requested,has been given to the City. E.Note:This protects the Contractor)Coverage shall 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 Subdivision b)of Section 2782 of Civil Code. 5.TERMINATION. ThisAgreementmayonlybeterminatedbyCity:1)forbreachoftheagreement;2)because funds are no longer available to pay Contractor for services provided under this Agreement;or 3) City has abandoned and does not wish to complete the project for which Contractor was retained. City shall notify Contractor of any alleged breach of the agreement and of the action required to cure the breach.If Contractor fails to cure the breach within the time specified in the notice,the contract shall be terminated as of that time.If terminated for lack of funds or abandonment of the project,the contract shall terminate on the date notice of termination is given to Contractor.City shall pay the Contractor only for services performed and expenses incurred as of the effective termination date,unless terminated because the Contractor has failed to satisfactorily cure a breach after notice in which event City shall: a.retainanyamountsearnedundertheContractbutnotyetpaidby City; b.takepossessionofallmaterialand fixtures on the job site; c.havetherighttocompletetheWorkandrecoverfromContractorany increased cost to complete the Work above the amounts that would have been paid to Contractor hereunder, together with any other damages suffered by City as a result of said breach. 6.MODIFICATION OF AGREEMENT. Citymay,fromtimetotime,requestchangesintheWork,thetimeto complete the work or the compensation to be paid for the Work.Such changes must be incorporated in written amendments to this Agreement.To be effective,all such changes as referred to in this section must be agreed upon in writing by both parties to this agreement. 7.ASSIGNMENT. TheContractorshallnotassignanyinterestinthisAgreement,and shall not transfer any Page 407 of 457 COU 2223 177 11 interest in the same whether by assignment or novation),without the prior written consent of City. 8.APPLICATION OF LAWS. ThepartiesherebyagreethatallapplicableFederal,Stateandlocal rules,regulations and guidelines not written into this Agreement shall hereby prevail during the period of this Agreement. 9.INDEPENDENT CONTRACTOR. ItistheexpressintentionofthepartiesheretothatContractorisan independent contractor and not an employee,joint venturer,or partner of City for any purpose whatsoever.City shall have no right to,and shall not control the manner or prescribe the method of accomplishing those services contracted to and performed by Contractor under this Agreement,and the general public and all governmental agencies regulating such activity shall be so informed. ThoseprovisionsofthisAgreementthat reserve ultimate authority in City have been inserted solely to achieve compliance with federal and state laws,rules,regulations,and in terpretations thereof.No such provisions and no other provisions of this Agreement shall be interpreted or construed as creating or establishing the relationship of employer and employee between Contractor and City. Contractorshallpayallestimatedand actual federal and state income and self employment taxes that are due the state and federal government and shall furnish and pay worker's compensa tion insurance,unemployment insurance and any other benefits required by law for himself and his employees,if any.Contractor agrees to indemnify and hold City and its officers,agents and employees harmless from and against any claims or demands by federal,state or local government agencies for any such taxes or benefits due but not paid by Contractor,including the legal costs associated with defending against any audit,claim,demand or law suit. Contractorwarrantsandrepresentsthatitisaproperlylicensedfor the work performed under this Agreement with a substantial investment in its business and that it maintains its own offices and staff which it will use in performing under this Agreement. 10.GOVERNING LAW. ThisAgreementshallbegovernedbyandconstruedinaccordancewiththe laws of the State of California and any legal action concerning the agreement must be filed and litigated in the proper court in Mendocino County,each party consenting to jurisdiction and venue of California state courts in Mendocino County. Page 408 of 457 COU 2223 177 12 11. SEVERABILITY. IfanyprovisionoftheAgreementisheld by a court of competent jurisdiction to be invalid, void,or unenforceable,the remaining provisions shall nevertheless continue in full force and effect without being impaired or invalidated in any way. 12. INTEGRATION. ThisAgreement,includingtheexhibits attached hereto,contains the entire agreement among the parties and supersedes all prior and contemporaneous oral and written agreements, understandings,and representations among the parties.No amendments to this Agreement shall be binding unless executed in writing by all of the parties. 13. WAIVER. NowaiverofanyoftheprovisionsofthisAgreementshallbedeemed,or shall constitute a waiver of any other provision,nor shall any waiver constitute a continuing waiver.No waiver shall be binding unless executed in writing by the party making the waiver. 14. NOTICES. Whenevernotice,paymentorothercommunication is required or permitted under this Agreement,it shall be deemed to have been given when personally delivered,emailed,or deposited in the United States mail with proper first class postage affixed thereto and addressed as follows: CONTRACTOR CITY Bridges Restoration,LLC City of Ukiah dba West Coast Fire Water 5846 Live Oak Drive 300 Seminary Ave. Kelseyville,CA 95451 Ukiah,CA.95482 Email:lmartinez@westcoastfireandwater.com Email:puchasing@cityofukiah.com Either party may change the address to which notices must be sent by providing notice of that change as provided in this paragraph. 15. PARAGRAPH HEADINGS. Theparagraphheadingscontainedhereinareforconvenienceandreference only and are not intended to define or limit the scope of this agreement. Page 409 of 457 COU 2223 177 13 16. EXECUTION OF AGREEMENT. ThisAgreementmaybeexecutedinduplicateoriginals,eachbearingthe original signature of the parties.Alternatively,this Agreement may be executed and delivered by facsimile or other electronic transmission,and in more than one counterpart,each of which shall be deemed an original,and all of which together shall constitute one and the same instrument. When executed using either alternative,the executed agreement shall be deemed an original admissible as evidence in any administrative or judicial proceeding to prove the terms and content of this Agreement. WHEREFORE,thepartieshaveenteredthis Agreement on the date first written above. CONTRACTOR CITYOFUKIAH By:By: LeonardoMartinez SageSangiacomo DirectorofLargeLoss CityManager California Contractor's License Number:1036250 Department of Industrial Relations Registration Number:1000040614 German Page 410 of 457 COU 2223 177 14 EXHIBIT A SCOPE The work is for any and all necessary cleaning and/or restoration services at 1350 Hastings Road, Ukiah,California,that are eligible expenses covered under Claim Number 002 059250 00.Q as approved by McLarens Insurance and the City of Ukiah.Any expenses not pre approved by McLarens Insurance and the City of Ukiah will be the sole responsibility of West Coast Fire and Water. Page 411 of 457 1 West Coast Fire and Water 5846 Live Oak Dr. #1 Kelseyville, Ca 95451 Phone: 1(888)617-3786 Fax: 1(888)411-9985 Federal Employer Identification Number #90-0725162 service@westcoastfireandwater.com Insured: City of Ukiah Home: (707) 463-6233 Property: 1350 Hastings Rd Ukiah, CA 95482 Estimator: Leo Martinez Business: (707) 245-7017 E-mail: lmartinez@westcoastfireandw ater.com Position: Director Of Large Loss Company: West Coast Fire and Water Business: 3001 South State St #5 Ukiah, CA 95482 Claim Number:Policy Number:Type of Loss:<NONE> Date of Loss:Date Received: Date Inspected:Date Entered: 5/14/2020 9:00 AM Price List: CAUK8X_SEP22 Restoration/Service/Remodel Estimate: T&MPRICING EXHIBIT B Page 412 of 457 2 West Coast Fire and Water 5846 Live Oak Dr. #1 Kelseyville, Ca 95451 Phone: 1(888)617-3786 Fax: 1(888)411-9985 Federal Employer Identification Number #90-0725162 service@westcoastfireandwater.com T&MPRICING 3/24/2023 Page: 2 CODES Main Level REGULAR WAGE (NON PREVAILING) REGULAR WAGE DESCRIPTION QTY UNIT PRICE TOTAL NON PREVAILING WAGE RATE*** 1. Skilled Labor 1.00 HR @ 75.00 =75.00 2. Supervisor 1.00 HR @ 85.00 =85.00 3. Project Manager 1.00 HR @ 100.00 = 100.00 4. Project Manager- large loss 1.00 HR @ 125.00 = 125.00 5. Project Estimator 1.00 HR @ 120.00 = 120.00 6. Skilled Biohazard Technician 1.00 HR @ 120.00 = 120.00 7. Biohazard Supervisor 1.00 HR @ 125.00 = 125.00 8. Health and Safety Officer 1.00 HR @ 75.00 =75.00 9. Admin 1.00 HR @ 40.00 =40.00 Overtime rates will be calculated as rates above x1.5 PREVAILING WAGE DESCRIPTION QTY UNIT PRICE TOTAL PREVAILING WAGE RATES*** 10. Skilled Labor 1.00 HR @ 123.00 = 123.00 11. Supervisor 1.00 HR @ 135.00 = 135.00 12. Project Manager 1.00 HR @ 130.00 = 130.00 13. Project Manager- large loss 1.00 HR @ 140.00 = 140.00 14. Skilled Microbial Remediaton Technician 1.00 HR @ 133.00 = 133.00 15. Microbial Remediation Supervisor 1.00 HR @ 145.00 = 145.00 16. Skilled Biohazard Bloodborne Pathogen Technician 1.00 HR @ 143.00 = 143.00 17. Biohazard Bloodborne Pathogen Supervisor 1.00 HR @ 155.00 = 155.00 18. Health and Safety Officer 1.00 HR @ 140.00 = 140.00 19. Admin 1.00 HR @ 70.00 =70.00 20. Resources Coordinator 1.00 HR @ 100.00 = 100.00 Overtime rates will be calculated as rates above x1.5 MATERIALS Height: 8' Page 413 of 457 3 West Coast Fire and Water 5846 Live Oak Dr. #1 Kelseyville, Ca 95451 Phone: 1(888)617-3786 Fax: 1(888)411-9985 Federal Employer Identification Number #90-0725162 service@westcoastfireandwater.com T&MPRICING 3/24/2023 Page: 3 DESCRIPTION QTY UNIT PRICE TOTAL 21. 4 mil 10X100 1.00 RL @ 140.00 =140.00 22. 4 mil 10X100 (fire resistant)1.00 RL @ 160.00 =160.00 23. 6 mil 10X100 1.00 RL @ 184.00 =184.00 24. 6 mil 10X100 (fire resistant)1.00 RL @ 315.00 =315.00 25. Absorbent 1.00 BG @ 20.00 =20.00 26. Adhesive spray 1.00 EA @ 15.00 =15.00 27. Air Neutralizer 1.00 EA @ 41.00 =41.00 28. Bags clear bags (pack of 50)1.00 BX @ 43.00 =43.00 29. Bags garbage (pack of 32)1.00 BX @ 51.00 =51.00 30. HEPA vac debris bag 1.00 EA @ 30.00 =30.00 31. Bio hazard bags (pack of 50)1.00 BX @ 75.00 =75.00 32. Booties (pair)1.00 EA @ 1.00 =1.00 33. Botanical disinfectant 1.00 GL @ 95.00 =95.00 34. Box Large 4.5 cubic feet 1.00 EA @ 8.00 =8.00 35. Box Medium 3 cubic feet 1.00 EA @ 6.00 =6.00 36. Box Small 1.5 cubic feet 1.00 EA @ 4.00 =4.00 37. Box waredrobe 24X24X34 1.00 EA @ 23.00 =23.00 38. Bubble wrap roll 1.00 RL @ 115.00 =115.00 39. Carpet shield protector 200'1.00 EA @ 114.00 =114.00 40. Chemical sponges 1.00 EA @ 5.00 =5.00 41. Cleaner glass 1.00 EA @ 15.00 =15.00 42. Cleaner heavy duty degreaser 1.00 EA @ 65.00 =65.00 43. Deoderizer for ducting 1.00 GL @ 47.00 =47.00 44. Deoderizer smoke/odor 1.00 GL @ 126.00 =126.00 45. Deoderizer thermal fog 1.00 GL @ 168.00 =168.00 46. Dry Ice 1.00 LB @ 10.00 =10.00 47. Duct sealant 1.00 GL @ 70.00 =70.00 48. Encapsulant smoke/odor 1.00 5G @ 450.00 =450.00 49. Filter carbon 1000/1200 1.00 EA @ 100.00 =100.00 50. Filter carbon 2000 1.00 EA @ 170.00 =170.00 51. Filter carbon 500 1.00 EA @ 70.00 =70.00 52. Filter HEPA 1000/1200 1.00 EA @ 254.00 =254.00 53. Filter HEPA 2000 1.00 EA @ 294.00 =294.00 54. Filter HEPA 500 1.00 EA @ 194.00 =194.00 55. FIlter pad 1000/1200 1.00 EA @ 3.00 =3.00 56. FIlter pad 2000 1.00 EA @ 3.00 =3.00 57. Filter pad 500 1.00 EA @ 3.00 =3.00 58. Filter pleated 2000 1.00 EA @ 20.00 =20.00 59. Filter pleated 500 1.00 EA @ 16.00 =16.00 60. Filter pleated 1000/1200 1.00 EA @ 18.00 =18.00 Page 414 of 457 4 West Coast Fire and Water 5846 Live Oak Dr. #1 Kelseyville, Ca 95451 Phone: 1(888)617-3786 Fax: 1(888)411-9985 Federal Employer Identification Number #90-0725162 service@westcoastfireandwater.com T&MPRICING 3/24/2023 Page: 4 CONTINUED - MATERIALS DESCRIPTION QTY UNIT PRICE TOTAL 61. Filter respirator (pair)1.00 EA @ 24.00 =24.00 62. Filter respirator odor (pair)1.00 EA @ 66.00 =66.00 63. Floor scraper blades 1.00 EA @ 2.00 =2.00 64. Furniture blanket 1.00 DA @ 2.00 =2.00 65. Furniture blocks 1.00 BX @ 81.00 =81.00 66. Gloves disposable 1.00 BX @ 18.00 =18.00 67. Lay flat 12"x500'1.00 LF @ 1.00 =1.00 68. Lay flat 18"x500'1.00 LF @ 1.25 =1.25 69. Lay flat 22"x500'1.00 LF @ 1.50 =1.50 70. Lay flat 24"x500'1.00 LF @ 1.75 =1.75 71. Lay flat 30"x500'1.00 LF @ 2.00 =2.00 72. Mop/mop head/bucket combo 1.00 EA @ 25.00 =25.00 73. N-95 1.00 EA @ 5.00 =5.00 74. Paint remover 1.00 GL @ 78.00 =78.00 75. Paint plastic 10x100 2 mil 1.00 RL @ 48.00 =48.00 76. Furniture polish 1.00 EA @ 23.00 =23.00 77. Stainless steel polish 1.00 EA @ 14.00 =14.00 78. Poly hanger T clips 1.00 EA @ 8.00 =8.00 79. Rags white (60 pack)1.00 BX @ 100.00 =100.00 80. Ramboard 38" wide 100'1.00 RL @ 205.00 =205.00 81. Sand bag (filled)1.00 EA @ 40.00 =40.00 82. Saw zawzall blades (metal)1.00 EA @ 4.00 =4.00 83. Saw zawzall blade (wood)1.00 EA @ 5.00 =5.00 84. Scouring sponges (yellow or green)1.00 EA @ 3.00 =3.00 85. Shrink wrap 1.00 RL @ 66.00 =66.00 86. Tacky mat (set of 25)1.00 EA @ 120.00 =120.00 87. Caution tape 1.00 RL @ 34.00 =34.00 88. Duct tape 1.00 RL @ 17.00 =17.00 89. Packaging tape 1.00 RL @ 12.00 =12.00 90. Painters tape 2"1.00 RL @ 20.00 =20.00 91. Painters tape 3"1.00 RL @ 28.00 =28.00 92. Tyvek suits (blue)1.00 EA @ 22.00 =22.00 93. Tyvek suits (white)1.00 EA @ 20.00 =20.00 94. Tyvek suits (yellow)1.00 EA @ 24.00 =24.00 Page 415 of 457 5 West Coast Fire and Water 5846 Live Oak Dr. #1 Kelseyville, Ca 95451 Phone: 1(888)617-3786 Fax: 1(888)411-9985 Federal Employer Identification Number #90-0725162 service@westcoastfireandwater.com T&MPRICING 3/24/2023 Page: 5 CONTINUED - MATERIALS DESCRIPTION QTY UNIT PRICE TOTAL 95. Water case (24 pack)1.00 EA @ 24.00 =24.00 96. Zipper (2 pack)1.00 EA @ 30.00 =30.00 97. Cleaner simple green 1.00 EA @ 43.00 =43.00 SMALL TOOLS FEE OF 3% WILL BE APPLIED TO INVOICE ON LABOR ONLY** EQUIPMENT DESCRIPTION QTY UNIT PRICE TOTAL 98. Air compressor 1.00 DA @ 100.00 = 100.00 99. Air mover 1.00 DA @ 30.00 =30.00 100. Air scrubber 1000/1200 CFM 1.00 DA @ 125.00 = 125.00 101. Air scrubber 2000 CFM 1.00 DA @ 150.00 = 150.00 102. Air scrubber 500 CFM 1.00 DA @ 80.00 =80.00 103. Airless spray 1.00 DA @ 165.00 = 165.00 104. Dehumidifer large 110-159 PPD 1.00 DA @ 175.00 = 175.00 105. Dehumidifer medium 70-109 PPD 1.00 DA @ 150.00 = 150.00 106. Dehumidifer small 69 PPD 1.00 DA @ 120.00 = 120.00 107. Desiccant dehumidifer 1,000-2,500 CFM 1.00 DA @ 710.00 = 710.00 108. Desiccant dehumidifer 10,000 CFM 1.00 DA @ 2,400.00 = 2,400.00 109. Desiccant dehumidifer 15,000 CFM 1.00 DA @ 3,350.00 = 3,350.00 110. Desiccant dehumidifer 3,000-4,000 CFM 1.00 DA @ 1,200.00 = 1,200.00 111. Desiccant dehumidifer 5000 CFM 1.00 DA @ 1,500.00 = 1,500.00 112. Desiccant dehumidifer 7,500 CFM 1.00 DA @ 2,000.00 = 2,000.00 113. Dolly 1.00 DA @ 22.00 =22.00 114. Dry ice blasting machine 1.00 DA @ 650.00 = 650.00 115. Extractor- portable 1.00 DA @ 140.00 = 140.00 116. Extractor- truck mount 1.00 DA @ 525.00 = 525.00 117. Generator 10 KW 1.00 DA @ 125.00 = 125.00 118. Generator 100 KW 1.00 DA @ 950.00 = 950.00 119. Generator 150 KW 1.00 DA @ 1,100.00 = 1,100.00 120. Generator 175 KW 1.00 DA @ 1,250.00 = 1,250.00 121. Generator 200 KW 1.00 DA @ 1,300.00 = 1,300.00 Page 416 of 457 6 West Coast Fire and Water 5846 Live Oak Dr. #1 Kelseyville, Ca 95451 Phone: 1(888)617-3786 Fax: 1(888)411-9985 Federal Employer Identification Number #90-0725162 service@westcoastfireandwater.com T&MPRICING 3/24/2023 Page: 6 CONTINUED - EQUIPMENT DESCRIPTION QTY UNIT PRICE TOTAL 122. Generator 250 KW 1.00 DA @ 1,450.00 =1,450.00 123. Generator 30 KW 1.00 DA @ 370.00 =370.00 124. Generator 300 KW 1.00 DA @ 1,650.00 =1,650.00 125. Generator 400 KW 1.00 DA @ 2,450.00 =2,450.00 126. Generator 5 KW 1.00 DA @ 95.00 =95.00 127. Generator 50 KW 1.00 DA @ 600.00 =600.00 128. Generator 75 KW 1.00 DA @ 750.00 =750.00 129. Hydroxyl generator 1.00 DA @ 300.00 =300.00 130. Moisture meter 1.00 DA @ 75.00 =75.00 131. Ozone generator 1.00 DA @ 300.00 =300.00 132. Passenger van 1.00 DA @ 195.00 =195.00 133. Pick up tuck 1.00 DA @ 205.00 =205.00 134. PPE harness and lanyard 1.00 DA @ 30.00 =30.00 135. Pressure washer 1.00 DA @ 150.00 =150.00 136. Respirator full face 1.00 DA @ 12.00 =12.00 137. Respirator half face 1.00 DA @ 42.00 =42.00 138. Scaffolding 1.00 EA @ 45.00 =45.00 139. Spider box 1.00 DA @ 72.00 =72.00 140. Spider box cables 100'1.00 DA @ 62.00 =62.00 141. Thermal camera 1.00 DA @ 175.00 =175.00 142. Thermohygrometer 1.00 DA @ 70.00 =70.00 143. Vaccum back pack 1.00 DA @ 95.00 =95.00 144. Vaccum HEPA turtle 1.00 DA @ 95.00 =95.00 145. Work light temporary lighting 1.00 DA @ 20.00 =20.00 146. Workstation (table, chair)1.00 DA @ 50.00 =50.00 VEHICLES DESCRIPTION QTY UNIT PRICE TOTAL 147. Box truck small 1.00 DA @ 340.00 =340.00 148. Box truck medium 1.00 DA @ 415.00 =415.00 149. Box truck large 1.00 DA @ 510.00 =510.00 Page 417 of 457 7 West Coast Fire and Water 5846 Live Oak Dr. #1 Kelseyville, Ca 95451 Phone: 1(888)617-3786 Fax: 1(888)411-9985 Federal Employer Identification Number #90-0725162 service@westcoastfireandwater.com T&MPRICING 3/24/2023 Page: 7 CONTINUED - VEHICLES DESCRIPTION QTY UNIT PRICE TOTAL 150. Cargo van 1.00 DA @ 250.00 =250.00 151. Dump truck (does not include dump fees)1.00 DA @ 600.00 =600.00 152. Dump trailer (does not include dump fees)1.00 DA @ 120.00 =120.00 153. Catastrophe trailer 1.00 DA @ 600.00 =600.00 Grand Total Areas: 384.00 SF Walls 144.00 SF Ceiling SF Walls andCeiling528.00 144.00 SF Floor 16.00 SY Flooring 48.00 LF Floor Perimeter 0.00 SF Long Wall 0.00 SF Short Wall 48.00 LF Ceil. Perimeter 144.00 Floor Area 160.44 Total Area 384.00 Interior Wall Area 456.00 Exterior Wall Area 50.67 Exterior Perimeter of Walls 0.00 Surface Area 0.00 Number of Squares 0.00 Total Perimeter Length 0.00 Total Ridge Length 0.00 Total Hip Length Coverage Item Total %ACV Total % Dwelling 29,954.00 79.77%29,954.00 79.77% Other Structures 0.00 0.00%0.00 0.00% Contents 7,594.50 20.23%7,594.50 20.23% Total 37,548.50 100.00%37,548.50 100.00% Page 418 of 457 8 West Coast Fire and Water 5846 Live Oak Dr. #1 Kelseyville, Ca 95451 Phone: 1(888)617-3786 Fax: 1(888)411-9985 Federal Employer Identification Number #90-0725162 service@westcoastfireandwater.com T&MPRICING 3/24/2023 Page: 8 Summary for Dwelling Line Item Total 29,954.00 Replacement Cost Value $29,954.00 Net Claim $29,954.00 Leo Martinez Director Of Large Loss Page 419 of 457 9 West Coast Fire and Water 5846 Live Oak Dr. #1 Kelseyville, Ca 95451 Phone: 1(888)617-3786 Fax: 1(888)411-9985 Federal Employer Identification Number #90-0725162 service@westcoastfireandwater.com T&MPRICING 3/24/2023 Page: 9 Summary for Contents Line Item Total 7,594.50 Replacement Cost Value $7,594.50 Net Claim $7,594.50 Leo Martinez Director Of Large Loss Page 420 of 457 10 West Coast Fire and Water 5846 Live Oak Dr. #1 Kelseyville, Ca 95451 Phone: 1(888)617-3786 Fax: 1(888)411-9985 Federal Employer Identification Number #90-0725162 service@westcoastfireandwater.com T&MPRICING 3/24/2023 Page: 10 Recap by Room Estimate: CODES Area: Main Level Area: REGULAR WAGE (NON PREVAILING) REGULAR WAGE 865.00 2.30% Coverage: Dwelling 100.00% =865.00 Area Subtotal: REGULAR WAGE (NON PREVAILING)2.30%865.00 Coverage: Dwelling 100.00% =865.00 PREVAILING WAGE 1,414.00 3.77% Coverage: Dwelling 100.00% =1,414.00 MATERIALS 4,759.50 12.68% Coverage: Contents 100.00% =4,759.50 EQUIPMENT 27,675.00 73.70% Coverage: Dwelling 100.00% =27,675.00 VEHICLES 2,835.00 7.55% Coverage: Contents 100.00% =2,835.00 Area Subtotal: Main Level 100.00%37,548.50 Coverage: Dwelling 79.77% =29,954.00 Coverage: Contents 20.23% =7,594.50 Subtotal of Areas 100.00%37,548.50 Coverage: Dwelling 79.77% =29,954.00 Coverage: Contents 20.23% =7,594.50 Total 37,548.50 100.00% Page 421 of 457 11 West Coast Fire and Water 5846 Live Oak Dr. #1 Kelseyville, Ca 95451 Phone: 1(888)617-3786 Fax: 1(888)411-9985 Federal Employer Identification Number #90-0725162 service@westcoastfireandwater.com T&MPRICING 3/24/2023 Page: 11 Recap by Category Items Total % CONT: PACKING,HANDLNG,STORAGE 2,835.00 7.55% Coverage: Contents @ 100.00% =2,835.00 LABOR ONLY 2,279.00 6.07% Coverage: Dwelling @ 100.00% =2,279.00 USER DEFINED ITEMS 4,759.50 12.68% Coverage: Contents @ 100.00% =4,759.50 WATER EXTRACTION & REMEDIATION 27,675.00 73.70% Coverage: Dwelling @ 100.00% =27,675.00 Subtotal 37,548.50 100.00% Page 422 of 457 12 T&MPRICING 3/24/2023 Page: 12 Main Level MATERIALSMATERIALS Main Level 12' 12' 8" 12 12 8 Page 423 of 457 Page 1 of 2 Agenda Item No: 13.b. MEETING DATE/TIME: 11/1/2023 ITEM NO: 2023-3146 AGENDA SUMMARY REPORT SUBJECT: Receive Presentation and Approve an Update to the City-approved SB 743 Implementation Policy to Include Assessments of the Effects of Multimodal Networks; and Possibly Direct Staff to Draft an Ordinance Implementing the Updated Policy. DEPARTMENT: Community Development PREPARED BY: Craig Schlatter, Community Development Director PRESENTER: Craig Schlatter, Community Development Director; Colin Burgett and Todd Tregenza, GHD ATTACHMENTS: 1. Ukiah SB-743 Methodology-10.3.22 GHD memo 2. Ukiah SB-743 Methodology updated 9.11.23 GHD memo Summary: Council will receive a presentation from mobility consultant GHD on their work to develop an updated SB 743 implementation policy to include assessments of the effects of multimodal networks on Vehicle Miles Traveled (VMT). Council will also consider approving an update to the City's approved SB 743 implementation policy and directing Staff to prepare an ordinance to implement this updated policy. Background: On October 5, 2022, as a component of the 2040 General Plan Update project, Council approved a "baseline methodology" and thresholds proposed in a technical memorandum (Attachment 1) prepared by GHD, the City's mobility consultant. As noted by Staff and GHD in the 10-5-22 presentation, the recommendations provided a "99% solution," meaning that the methodology and thresholds proposed were expected to be appropriate for 99% of future projects in Ukiah. Staff also noted that a "100% solution," which would require expansion of the SB 743 methodology to include multimodal networks and acceptable mitigation options, was possible but would need additional research and analysis. In addition to approving the baseline methodology and thresholds proposed in the Technical Memorandum, Council directed Staff to return with a scope of work and possible contract amendment to pursue the 100% solution. The scope of work and contract amendment were approved by Council on November 2, 2022, and GHD has spent the last several months preparing this update. Discussion: On September 11, 2023, GHD issued a draft technical memorandum (Attachment 2). As noted within the memorandum, "the methodology and guidance presented herein has been developed for use by the City in establishing an interim ordinance for updating the City Council-approved SB 743 implementation policy to include assessments of the effects of multimodal networks." The draft memo notes a number of practical advantages within the proposed updated methodology, including: 1) "ease of use" for staff in evaluating projects; 2) "nuanced, informative results" that inform staff of the underlying cause of VMT for specific projects; and 3) "appropriate scale," that both reflects Ukiah's attributes as a regional economic hub and as a compact, walkable/bikable city. The draft memo also notes limitations to the methodology, two of which include being limited to evaluating land use development projects and the limited effect of the methodology when considering certain bicycle improvements. The other two limitations discussed are not expected to cause much difficulty in analysis due to Ukiah being a smaller, rural jurisdiction (for which the methodology has been principally designed). Page 424 of 457 Page 2 of 2 Staff recommends Council receive the presentation from GHD and approve an update to the City-approved SB 743 implementation policy. To enact this policy, Staff also recommends Council direct Staff to draft an implementing ordinance for Council's future consideration. Recommended Action: Receive presentation and approve an update to the City's approved SB 743 implementation policy to include assessments of the effects of multimodal networks; and direct Staff to prepare a draft ordinance to implement the updated policy. BUDGET AMENDMENT REQUIRED: No CURRENT BUDGET AMOUNT: 31523100.52100.18186: $21,525 PROPOSED BUDGET AMOUNT: N/A FINANCING SOURCE: Advanced Planning Fund PREVIOUS CONTRACT/PURCHASE ORDER NO.: C#1819190 COORDINATED WITH: N/A DIVERSITY-EQUITY INITIATIVES (DEI): N/A CLIMATE INITIATIVES (CI): 2b – Encourage active transportation as a viable alternative to automobiles. 6c – Ensure that climate responsibility is integrated throughout the City’s departments and operations. GENERAL PLAN ELEMENTS (GP):GP-A3 - Mobility Element; GP-A5 - Environment and Sustainability Element Page 425 of 457 Technical Memorandum The Power of Commitment 11196303 1 October 3, 2022 To Craig Schlatter, City of Ukiah Contact No. (707) 463-6219 Copy to Jim Harnish, Mintier Harnish Email cschlatter@cityofukiah.com From Colin Burgett Project No. 11196303 Project Name City of Ukiah General Plan Update Subject SB-743 Methodology This memorandum augments the prior memorandum provided by GHD (dated September 15, 2022) concerning the proposed SB-743 methodology with the following additional information relevant to upcoming discussions concerning the proposed SB-743 methodology: x Comparison of the citywide land use diversity score with the regional rate for Mendocino County; x Screening threshold recommendations by type of project; and x Example application of the proposed diversity index methodology to hypothetical projects on the edges of Ukiah. 1.Comparison with Countywide Land Use Diversity Table 1 provides a comparison of the existing citywide and countywide land use diversity scores, based on the distribution and proximity of households, retail and non-retails. The diversity score ranges from 0.00 to 1.00, with lower scores (close to 0.00) representing diverse conditions, and higher scores (closer to 1.00) representing less diverse conditions. As shown, under existing conditions, the Countywide diversity index is 0.50, while the City of Ukiah score is 0.30, indicating that the diversity of land uses in Ukiah that is superior to the Countywide average. This reflects the fact that a large portion of Ukiah residents live relatively close to work and/or local services, generating lower rates of vehicle miles traveled (VMT). Table 1: Land Use Diversity Score (City & County) Note: The diversity score ranges from 0.00 to 1.00, with lower scores (close to 0.00) representing diverse conditions, and higher scores (closer to 1.00) representing less diverse conditions. Area Existing Total Land Use Diversity Score City of Ukiah 0.30 Mendocino County 0.50 Attachment 1 Page 426 of 457 11196303 2 2. Screening Recommendations Local agencies may identify screening thresholds to quickly identify when a project should be expected to cause a less-than-significant impact without conducting a detailed study. The screening thresholds may be based on characteristics including project size, location, transit availability or provision of affordable housing, consistent with guidance provided by the Governor’s Office of Planning and Research (OPR). Table 2 summarizes recommended screening thresholds by project type. Taking into account the unique travel characteristics of Ukiah, all residential projects in Ukiah could be screened from further analysis as recommended below, because (1) residences located in Ukiah generate low rates of home-based VMT per Capita compared to the rest of Mendocino County (roughly half the Countywide average based on the Mendocino COG travel demand model) given greater proximity to jobs and services; and (2) Ukiah has a jobs/housing imbalance, with an excess of jobs relative to the number of households, that results in most Ukiah jobs being filled by non-resident commuters; therefore the provision of housing projects in Ukiah would increase the likelihood that that a larger portion of workers employed in Ukiah may also reside in Ukiah, thus reducing VMT given shorter commute lengths. Table 2: Screening Recommendations Type of Project Recommended Screening Thresholds for City of Ukiah Small Projects Projects that meet the existing CEQA categorical exemptions: Class 1 exemption, for small expansions of existing uses, and Class 3, for new small projects, as specified in CEQA Guidelines §15301 and §15303 Residential Uses Residential1 projects. Employment Uses2 in Areas with a Diverse Mix of Land Uses Proposed employment uses in zones with a total diversity score at least 4% better than the Countywide average. Local-serving Retail Neighborhood shopping centers3 with a total gross leasable area of up to 125,000 square feet, with multiple tenants typically anchored by a supermarket or drugstore; and single tenant local-serving retail projects of 50,000 sq. ft. or less. Projects in Proximity to Major Transit Stops Projects within one-half (0.5) mile of a transit stop with 15 minute or less headways, unless the project has a Floor Area Ratio (FAR) of less than 0.75, reduces the supply of affordable housing, or includes more parking than required under the zoning code. Transportation Projects Roadway, transit, bicycle, and pedestrian projects that do not lead to a measurable increase in vehicle travel. 1 All residential projects in Ukiah may be expected to result in less than significant transportation impacts relevant to VMT and SB-743, because ( (1) residences located in Ukiah generate low rates of home-based VMT per Capita compared to the rest of Mendocino County (roughly half the Countywide average based on the Mendocino COG travel demand model) given greater proximity to jobs and services; and (2) Ukiah has a jobs/housing imbalance, with an excess of jobs relative to the number of households that results in most Ukiah jobs being filled by non-resident commuters; therefore the provision of housing in Ukiah would increase the likelihood that that a larger portion of workers employed in Ukiah may also reside in Ukiah, thus reducing VMT given shorter commute lengths. 2 The screening threshold for employment uses would be applicable to proposed commercial land uses in which most daily trips would be generated by employees (not customers), such as proposed office projects. 3 Neighborhood shopping centers of up to 125,000 square feet as defined by the International Council of Shopping Centers (ICSC) U.S. Shopping Center Classification and Characteristics, provide 30,000 to 125,000 square feet of gross leasable area, typically anchored by a supermarket and/or large drugstore with a trade area of 3 miles or less. Page 427 of 457 11196303 3 3. Hypothetical Projects at Edge Locations In response to questions about the likely impacts for potential projects at “edge locations” near the City limits, in areas that are currently undeveloped, several hypothetical projects were considered as examples for upcoming discussion. Table 3 summarizes the potential impact findings, based on the comparing the diversity score for the Project area (Hex Zone) with the Countywide average. The diversity score for individual Hex zones takes into account the land use diversity of adjacent Hex zones. The methodology for assessing interconnectivity between adjacent Hex zones may also be refined for Ukiah to further incorporate multi-modal characteristics and travel amenities. Figure 1 shows the Hex Zone locations. Table 3: Hypothetical Projects at Edge Locations Hypothetical Project Location (Hex Zone) Total Diversity Score for Project Zone Potential Impact Finding based on Comparison with Countywide average4 No Existing Existing plus Project 1 Industrial near North edge of Ukiah 492 N/A (undeveloped) 0.23 Less than significant 2 Retail >150,000 sq ft near South edge of Ukiah 181 0.87 0.93 Significant requiring mitigation(s). For projects requiring mitigations: mitigation options specific to the City of Ukiah could be identified as this analysis methodology is refined further. Potential mitigations could include provision of multi-modal improvements (such as potential connections to a planned bicycle/pedestrian path along Airport Road that will connect the South edge of Ukiah with downtown). 4 Project impacts would be considered less than significant if the total diversity score for the project zone under Existing plus Project conditions would be at least 4% lower than the Countywide average of 0.50 Page 428 of 457 86 87 110 111 112 133 134 135 136 157 158 159 174 175 176 180 181 182 198 199 200 203 204 205 206 220 221 222 223 224 225 226 227 228 229 230 245 246 247 248 249 250 251 252 253 254 255 268 269 270 271 272 273 274 275 276 277 278 280 296 297 298 299 300 301 302 303 304 305 319 320 321 322 323 324 325 326 327 328 344 345 346 347 348 349 350 351 368 369 370 371 372 373 374 392 393 394 395 396 397 398 399 400 416 417 418 419 420 421 422 441 442 443 444 445 446 447 450 467 468 469 470 473 492 493 494 45044550 47374474773 Legend Total Diversity 0 - .1 .11 - .2 .21 - 30 .31 - .4 0.41 - 0.5 0.51 - 0.6 0.61 - 0.7 0.71 - 0.8 0.81 - 0.9 0.91 - 1 Total Trips Trips 0 3,245 6,490 9,735 Annexation Areas City Limits Highway Roads FIGURE 09/19/2022Date -Revision No. 11196303Project No.CITY OF UKIAH GENERAL PLAN UPDATE 2040 +EX ZON((/2&$7,216Map Projection: Lambert Conformal Conic Horizontal Datum: North American 1983 Grid: NAD 1983 StatePlane California II FIPS 0402 Feet 0 500 1,000 1,500 2,000 US Feet Paper Size ANSI B Data source: City Boundary, Annexation Area: Mintier Harnish, 2022. World Imagery: Earthstar GeographicsCreated by: pthornton\\ghdnet\ghd\US\Roseville\Projects\561\11196303\GIS\Maps\Working\11196303_VMT Option 2 Analysis_20220901\11196303_VMT Option 2 Analysis.aprx Print date: 19 Sep 2022 - 11:49 427 428 450 451 452 453 473 474 475 476 477 501 Annexation Area to the Northeast Page 429 of 457 DR A F T This Technical Memorandum is provided to foster internal discussion in relation to technical matters associated with the subject and does not represent a final approved position on any matter. The Power of Commitment 11196303 1 Technical Memorandum September 11, 2023 To Craig Schlatter, City of Ukiah, GHD Contact No. +1 916 245-4226 Copy to Todd Tregenza, GHD; Colin Burgett, GHD Email Donald.hubbard@ghd.com From Don Hubbard, TE, AICP; Paige Peel, GHD Project No. 11196303 Project Name City of Ukiah General Plan Update Subject VMT Option 2 Smart Growth Index: Expanding SB-743 Approach to Include Multimodal Networks 1.Introduction Building upon the methodology approved by the City of Ukiah’s City Council to establish a transportation impact framework consistent with SB 743 and current CEQA guidelines, this memorandum describes the proposed methodology for including an additional component to consider multimodal networks within the City.Limitations of the proposed methodology, and initial findings are presented herein. The methodology and guidance presented herein has been developed for use by the City in establishing an interim ordinance for updating the City Council-approved SB 743 implementation policy to include assessments of the effects of multimodal networks. 1.1 The VMT Problem Assembly Bill (AB) 32, or Global Warming Solutions Act of 2006, set the State of California’s first greenhouse gas emission (GHG) target which called on the state to reduce emissions to 1990 levels by 2020, and required the California Air Resources Board (CARB) to develop regulations and scoping plans to meet the state’s GHG reduction goals. In 2016, SB 32 expanded upon AB 32 and set the goal of achieving a 40 percent reduction in emissions from 2020 levels. The transportation sector has long been the single largest source of carbon pollution in the state. In 2020, the transportation sector accounted for 36.8% percent of the state’s GHG emissions. Of the emissions associated with the transportation sector, 69.3% is associated with single passenger vehicle use. Single passenger vehicle use alone is thus responsible for 25.5% of the State’s total emissions. An additional 8.8 percent of the State’s total emissions are associated with heavy vehicles, meaning that on-road vehicle use accounts for 34.3 percent of the State’s total GHG emissions.1 1 California Air Resources Board (2022). California Greenhouse Gas Emission Inventory - 2022 Edition. Data available at: https://ww3.arb.ca.gov/cc/inventory/data/data.htm Attachment 2 Page 430 of 457 DR A F T 11196303 2 1.2 SB 743 as a Response SB-743 gives lead agencies broad discretion over analytical methodologies. CEQA Guidelines §15064.3(b)(4), which is new with SB-743, reads: “Methodology. A lead agency has discretion to choose the most appropriate methodology to evaluate a project’s vehicle miles traveled, including whether to express the change in absolute terms, per capita, per household or in any other measure. A lead agency may use models to estimate a project’s vehicle miles traveled, and may revise those estimates to reflect professional judgment based on substantial evidence. Any assumptions used to estimate vehicle miles traveled and any revisions to model outputs should be documented and explained in the environmental document prepared for the project. The standard of adequacy in Section 15151 shall apply to the analysis described in this section.” No particular methodology or metric is mandated; the choice is left to the lead agency. In making this choice, an agency should bear in mind what sort of criteria the legislature had in mind for determining the significance of transportation impacts goals of SB-743. These were expressed in PRC §21099(b)(1), “Those criteria shall promote the reduction of greenhouse gas emissions, the development of multimodal transportation networks, and a diversity of land uses.” Previous research has shown that a neighborhood’s environment affects travel behavior and further research has quantified the effects of smart growth practices on travel behavior. 2 This was done as part of the Sacramento Area Council of Governments (SACOG) Blueprint Project – the ground-breaking study of how smart growth policies could lead to reductions in vehicle-miles traveled (VMT). The Blueprint Project represented a sea change in how transportation impacts were analyzed, because it demonstrated that conventional travel demand models have inherent blind spots that make them insensitive to the effects of residential and employment density, neighborhood design, and a diversity of land uses in close proximity to one another (the 3 D’s). It went a step further and developed procedures external to a traffic model to forecast the effects of the 3 Ds on travel behavior. This work won a host of awards including US-EPA’s National Award for Smart Growth Achievement, FHWA’s Transportation Planning Excellence Award, the American Institute of Architects’ Presidential Citation, and AMPO’s National Award for Outstanding Achievement in Metropolitan Transportation Planning. The methodology described in this memorandum is largely based on the research born of The Sacramento Blueprint Project, as well as methodologies for accessing multimodal network quality and connectivity and studies of key deterrents to active transportation use. 2. Methodology Design Parameters In setting out to design a tool to replace traditional travel demand modeling for SB-743 analysis, our team kept these key design parameters in mind: • The tool must be capable of analyzing and measuring the components of SB-743’s description of impact criteria, namely: “Those criteria shall promote the reduction of greenhouse gas emissions, the development of multimodal transportation networks, and a diversity of land uses.” (PRC§ 21099(b)(1)) • The tool should provide useful information beyond what can be obtained using a travel demand model alone. • The tool must be of practicable use in-house by agency staff with limited resources. So: o The tool should use data that is readily available. 2 Making Travel Models Sensitive to Smart Growth Characteristics, D. Hubbard and G. Walters, 2006. Page 431 of 457 DR A F T 11196303 3 o It should be possible to input the background data once (the initial set-up by consultants) and thereafter only need input data for the project being analyzed (by agency staff).3 o The tool should work on software already available to most planning and public works departments in California, rather than on specialized modeling software. o Run times should be relatively short—minutes rather than hours. o It should be easy to use; ideally staff can learn it in the course of a single afternoon. While input calculations are derived from a series of GIS-based analysis steps, the need for quantitative analysis on widely available software led to the decision to use a spreadsheet-based tool. The next section describes the characteristics of the tool developed and the associated methodology. 2.1 Analysis Steps The base methodology employed in this analysis consists of determining the land use characteristics of each neighborhood and then assessing the potential for interacting with complementary land uses through non-auto trips. Data shows that when housing is in close proximity to retail and service uses people will walk or bike to those uses at least some of the time, and even if they drive the trips will be short (i.e., low VMT trips). Similarly, the likelihood of people walking or biking to work, rather than driving, depends on the distance between their homes and workplaces. So, measures of proximity are also measures of the potential for VMT reduction. The steps in the methodology are shown in Figure 1. Note that Figure 1 is provided following Section 2.1, while the remaining figures referred to in this memorandum are provided at the end of the document. These steps are: Calculating Land Use Data 1) The study area, the city of Ukiah and its vicinity, were divided into hexagons. The size of the hexagons was based on survey data of typical distances for walking trips by Americans. The idea being that land uses in a given hexagon would be within comfortable walking distance of complementary land uses in the six adjacent hexagons. 2) The existing land uses in each hexagon were then grouped into three categories as follows: • Residential, measured in households. • Retail, measured in jobs. This category includes services such as banking and beauty salons that typically attract more trips by customers than commute trips by employees. • Non-retail, also measured in jobs. This includes office, industrial, and agricultural jobs where the majority of trips are made by employees rather than customers. Figure 2, Figure 3, and Figure 4 show the existing distribution of households, retail jobs, and non-retail jobs in Ukiah, respectively. 3) GIS software was used to identify the 6 hexagons adjacent to every hexagon in the study area. Accounting for Biking Opportunities Bicycling is not currently a widely used mode in Ukiah 4. Nevertheless, it is useful to have it represented in the tool so that the effects of improved bicycle infrastructure can be evaluated. This may include projects done as mitigations for other projects that have significant VMT impacts. The effect of biking is to geographically extend 3 Background data may need to be periodically updated in the future, if the background data inputs become outdated based on local or regional residential or employment growth. This can be done in GIS at the parcel level and editing the input data, or by identifying the hexagon zones in which growth has occurred and applying a growth factor as appropriate. This may require assistance from a consultant, depending on the technical capacity and/or access to software of the involved City staff. 4 The American Community Survey found that only 0.7% of commute trips were made by bicycle. Page 432 of 457 DR A F T 11196303 4 a person’s ability to travel without driving. However, this is limited by the fact that only a fraction of people are willing to travel by bicycle, and they will only bike if the route is relatively safe and comfortable. To assess multimodal network quality and connectivity and identify the routes that are most likely to be perceived as safe and comfortable within the City of Ukiah, a Bicycle Level of Traffic Stress (LTS) was completed. The BLTS analysis completed as part of this proposed methodology employs the level of traffic stress methodology described in the Oregon Department of Transportation (ODOT) “Analysis Procedures Manual Version 2, Chapter 14, Multimodal Analysis,” (October 2020), which is based on based on the paper, Low Stress Bicycling and Network Connectivity, Report 11-19, published by the Mineta Transportation Institute (MTI) (May 2012). The LTS methodology as reported by ODOT’s latest Multimodal Analysis Procedure Manual includes updates to the methodology that was originally published by MTI. The updated methodology includes analysis criteria for new bicycle facility types that have become more popularly used since the original report was published and considers additional infrastructure types not analyzed under the original MTI methodological approach. The LTS methodology considers a variety of roadway infrastructure characteristics including but not limited to the following: number of travel lanes (i.e., road width), posted/prevailing speed, roadway functional classification or Average Daily Traffic (ADT), and degree of separation from the roadway. The LTS analysis was completed at the City-level for the existing and proposed bicycle networks, as well as the county-wide-level for comparison purposes and developing thresholds of significance. Using the results of the level of traffic stress analysis, the hexagons connected via the low-stress network (facilities scored as LTS 1 or 2) were identified for each source hexagon. These factors are incorporated into the next steps in the diversity indices methodology as described below: 4) The hexagons that any given hexagon’s land uses can interact with were extended to include non- adjacent hexes that are connected by a path along the low-stress network. For example, in Figure 5 shows that six non-adjacent hexagons are accessible from hex zone 9004 via the low-stress bicycle network. 5) The land uses in these additional hexagons were then added to the land uses interacting with the land uses in Hex 9004. However, the land uses in the low-stress neighbors were treated as less accessible than the land uses in the adjacent hexagons. A factor of 0.56 was applied to reduce the effect of non- adjacent homes and jobs. In other words, if there were 100 retail jobs in the low-stress neighboring hexes, they would be treated as equivalent to 56 jobs in a hexagon connected via the low-stress network. The 0.56 factor came from research 5 that found that: “A majority (56%) of the region’s population fit in the Interested but Concerned category – thought to be the key target market for increasing cycling for transportation. The analysis indicates that reducing traffic speeds and increasing separation between bicycles and motor vehicles, such as through cycle tracks, may increase levels of comfort and cycling rates.” Computing Diversity Indicators 6) The land uses in each hexagon are then combined with the land uses in the six adjacent hexes, and the land uses accessible through the low-stress bicycle network, to represent the diversity of land uses available within walking and biking distance to people in the hexagon. 7) The potential for interaction with complementary land uses was then estimated using three diversity indices, each representing a different type of transaction: • Jobs/Housing Diversity, which represents a person’s ability to walk to their place of employment. In traffic forecasting this type of trip is termed a home-based work (HBW) trip. 5 Four Types of Cyclists? Examining a Typology to Better Understand Bicycling Behavior and Potential, Dill and McNeil, 2012. Page 433 of 457 DR A F T 11196303 5 • Retail/Housing Diversity, which represents a person’s ability to walk for shopping trips. In traffic forecasting this type of trip is termed a home-based other (HBO) trip. • Job/Mix Diversity, which represents the interaction between retail and non-retail uses. For example, office workers walking to nearby restaurants or coffee shops. In traffic forecasting this type of trip is termed a non-home-based work (NHB) trip. The formulas for these indices are as follows: Jobs/Housing Diversity =1-[(b*HHs-EMP)/(b*HHs + EMP)] Jobmix Diversity = 1-[(c*REMP-NEMP)/(c*REMP + NEMP)] Retail/Housing Diversity = 1-[(b*HHs-REMP)/(b*HHs + REMP)] Where: HH = Number of households REMP = Number of Retail and Service Jobs NEMP = Number of Non-Retail Jobs EMP = Total number of jobs (i.e., REMP + NEMP) b = total regional employment / total regional households c = total regional non-retail jobs / total regional retail jobs d = total regional retail/service employment / total regional households These formulas produce scores for individual hexagons that range from -1 to 1, with a score of 0 indicating an ideal mix of land uses and scores of -1 and 1 indicating that only one of the land uses is present. The ideal mix of land uses, found in the formulas as “a”, “b”, and “c”, was determined from the county- wide mix of the three land use types. The rationale for this is the fact that land uses tend to balance when viewed over a large area. For example, government jobs may be concentrated in one area and industrial jobs in another, while residences and shops are distributed among various other communities, but when taken as a whole the housing, retail, and non-retail uses in a region tend to occur in the correct proportions for that particular type of region. 8) The scores for the three types of diversity were then mapped out. These maps can be used by City staff to identify which parts of the city have a good balance of land uses and which might benefit from zoning that would promote a better mixing of land uses. Computing Citywide Score 9) For some purposes, such as evaluating general plan alternatives, it is useful to be able to compute a combined diversity score for the study area as a whole. The first step in doing this is to convert the diversity scores from the -1 to 1 range used in the scores for individual hexagons into their absolute values, with 0 again indicating a perfect mix of uses and 1 indicating no mix at all (i.e., a single land use type). If this were not done, then the scores of, say, over-retailed and under-retailed neighborhoods in different parts of the city would cancel each other out, when in fact both have a poor land use balance. 10) The three types of diversity are not equally important for every hexagon because the number of HBW, HBO, and NHB trips depends on the land uses in the hex. The table below shows the number of trips of each type generated by each of the three land use categories: Page 434 of 457 DR A F T 11196303 6 Table 1: Trip Generation Rates by Trip Purpose Trip Purpose Trip Generation Rate Household Retail Job Non-Retail Job Home-Based Work 2.2 1.2 1.7 Non-Home-Based 1.0 8.1 1.9 Home-Based Other 5.9 8.2 0.8 Total 9.0 17.5 4.4 11) The land uses for each hex are then multiplied by the trip generation rates and used to compute the percentage of total trips in each trip category. 12) The three individual scores for each hexagon are then combined into an individual score for each hexagon using the trip types as weighting. 13) The scores for the individual hexagons are then combined using the number of trips generated by the hex to weight their contribution to the city-wide score. Note that this means that the inclusion of vacant hexagons outside of the city will have no effect on the outcome; they generate no trips and so their scores will be weighted at zero. Computing Countywide Score Using the same methodological steps above, the existing countywide score was computed to compare against the existing citywide score to aid in establishing thresholds of significance. Page 435 of 457 DR A F T 11196303 7 Figure 1: Methodology Flowchart Key Divide Analysis Area into Hexagons Retail/Housing Households Retail Jobs Non-Retail Jobs for each Hexagon Aggregate Land Uses in each Hexagon, its Adjacent Hexagons, and the Hexagons Accessible via the Low-Stress Bicycle Network JobMix Diversity Compute Jobs/Housing Diversity Non Home -Based Home -Based Other Home -Based Work Trip-Gen Rate by Land Use Non Home -Based Home -Based Other Total Home-Based Work Trips for each Hex Weighting for each Hexagon 1 2 7 Retail/Housing JobMix Diversity Jobs/Housing Diversity Map Retail/Housing JobMix Diversity Absolute Values of Jobs/Housing Diversity by Hex Combined City-Wide Diversity Score 6 13 GIS Task Computation Data from Research Output Low-Stress Bicycle Network Identify Low- Stress Neighbors Identify Adjacent Hexagons Land Uses in Low-Stress Neighboring Hexes Land Uses in Adjacent HexagonsBicycle Use Reduction Factor 34 5 8 9 10 11 12 Page 436 of 457 DR A F T 11196303 8 2.2 Advantages of the Methodology This methodology offers a number of practical advantages: a) Ease of Use: It does not require expensive software and special training to use, as is the case with most traffic models. City staff can evaluate projects using the Excel program already found on their computers. b) Nuanced, Informative Results: Unlike other methodologies, whose output is a just a number saying the VMT is high or low, this methodology provides a clear indication of the underlying causes of high or low auto use. For example, it might show the analyst that a proposed housing project is in a location that lacks local shopping opportunities and might be improved with the addition of locally serving retail. c) Appropriate Scale: While this methodology cannot substitute for a convention traffic model for forecasting over large geographic areas (entire counties), it is likely to provide a more accurate representation of travel behavior in a small town than is possible with a conventional model. This is because traffic models incorporate certain necessary simplifications, such as centroid connectors and frictionless intersections, that are inconsequential when forecasting long trips but are highly distorting when forecasting trip-making over small areas. With a total area of less than 5 square miles, Ukiah is the sort of compact, walkable city better suited to a proximity-based model than a trip-based model. 2.3 Limitations of the Methodology As is the case with any tool, there are situations where the smart growth score is useful and other situations where it either cannot be used or where some other methodology might be better suited to the task. The main limitations to the tool are: • It can only be used to analyze land development projects. Transportation projects require a different analytical methodology. • It was designed for use in analyzing smaller jurisdictions that are not part of a large, contiguous urban area. In small, relatively isolated towns trips tend to be either long, to another jurisdiction, or short, within the jurisdiction. In such circumstances a focus on balancing land uses within the jurisdiction can reduce the longer trips by substituting local destinations in place of more distant ones. Moreover, the short distances within the jurisdiction create the potential for a significant percentage of trips to be made by non-auto modes. Conversely, a city that is part of a large contiguous urban area is likely to have a lot of medium-length trips that are not represented well in this tool. A conventional traffic model would work better in that case. • When considering bicycle improvements in this methodology, in order to see a significant effect on the smart growth score for a given hexagon or the jurisdiction’s overall score, proposed improvements must result high-quality, low-stress facilities that improve network connectivity. If there are few proposed improvements that address key high-stress barriers, there will be little effect when considering the multimodal network component in this methodology. • The smart growth score is not suitable for places with substantial fixed-route transit use, because transit is not represented in the tool. Fixed route transit plays such a minor role in the transportation networks of most small jurisdictions in California 6 that its inclusion is not worth the additional complexity it would entail. The dial-a-ride services that are sometimes available are analogous to auto trips and so are already represented in the model. 6 It does not show up at all in the Replica data for jurisdictions in Mendocino County. Page 437 of 457 DR A F T 11196303 9 3. Results 3.1 Citywide Level of Traffic Stress A Bicycle LTS analysis was completed for both the existing bicycling network in Ukiah, as well as the planned bicycling network as shown in the City’s 2015 Bicycle and Pedestrian Master Plan (BPMP). Proposed bicycle facilities recommended in 2015 BPMP included as part of the planned network in this analysis include Class I Multi-Use Paths, Class II Bike Lanes, Class II Buffered Bike Lanes, and traffic signalization. Class III Bike Routes do not have an effect on level of traffic stress and are analyzed the same as mixed traffic conditions. The LTS results were utilized to identify high-quality, low-stress routes within a 1.5-mile bicycling distance of a given source hex that a majority of the population would feel comfortable using7. The hexagons that are connected via the low-stress network were added to the land use inputs, as described in Section 2.1. The land use interaction/diversity added by the additional hexes connected via the low-stress network is discussed in further detail in Section 3.2.2. This section describes the citywide LTS results and highlights an example of the low-stress neighbors added by the connectivity assessment. Figure 5 presents the existing LTS results for Ukiah’s bike network and highlights hex # 9004 as an example. The dark green hexes show the immediately adjacent neighbor hexes that are already considered in the existing diversity score. The light green hexagons show the 18 hexes beyond the immediately adjacent neighbor hexes that are accessible via the existing low-stress network within a 1.5-mile network distance of example hex 9004. While the existing network does provide some additional connectivity to the land use within a given source hex, improvements in bicycle infrastructure in the City of Ukiah would result in lower levels of traffic stress and higher degrees of connectivity. This would further improve the potential land use interaction between a source hex and another hex in the city with more diverse land use types. In turn, the additional connectivity would improve the land use diversity scores within that hex and, depending on the magnitude of new potential land use interactions, the city as a whole. As shown in Figure 5, various north/south corridors in the downtown area create a high-stress barrier that inhibits bicycle trips between the eastern and western portions of the town, including along State Street north and south of the recently completed Downtown Streetscape Improvements from Henry to Mill Streets, and South Dora Street, for example. While there are other possible low-stress connections, a bicyclist would be forced to take more circuitous and detoured routes if the lowest-stress paths are preferred, which could deter people from choosing to bike. The addition of a few more low stress bike facilities in both the north-south and east-west directions barrier may result in a significant increase in biking between the areas east of Main Street and the areas west of State Street by offering high quality, direct routes between key areas of the City. Figure 6 presents the LTS results for the planned bicycle network in Ukiah. Key improvements associated with additional low-stress bicycling routes include the Phase II extension of the Downtown Streetscape improvements along State Street, a buffered bicycle lane along Bush and Dora Streets, a Class I Path connecting Low Gap Rd and Bush Street, near Pomolita High School, and extensions of the Great Redwood Trail Class I Path segments to the northern and southern City limits. Using hex # 9004 as an example again, an additional 24 hexes are accessible via the low-stress network. 3.2 Smart Growth Scores The following sections discuss the components that make up the VMT Option 2 “Smart Growth Score” methodology proposed for SB 743 implementation in the City of Ukiah with the effect of the City’s low-stress bicycling network considered. The estimated distribution of existing land uses, as well as the results for diversity indices analyses of the existing condition and existing condition with low-stress neighbors are 7 Geller’s Four Types of Bicyclists research indicates that 56% of the population would be comfortable riding on facilities at LTS 1 and LTS 2. Page 438 of 457 DR A F T 11196303 10 presented herein. Additionally, the overall scores are reported for the City of Ukiah and Mendocino County as a whole. 3.2.1 Existing Diversity Scores Figure 7, Figure 8, and Figure 9 show the three diversity scores for existing land uses, before the low-stress neighbors are incorporated. These figures show several things: • Much of the city core scores quite well on jobs/housing diversity (see Figure 7). This indicates the success that Ukiah has achieved in enabling people to live and work in close proximity. • The edges of the city do not score as well on jobs/housing diversity (see Figure 7). However, this does not hurt the city’s overall score as much as Figure 7 might imply, because there are relatively few jobs and residences in those areas (see Figure 2, Figure 3, and Figure 4). • Figure 8 shows that, with the exception of the city core, retail and non-retail jobs tend to be concentrated in different parts of the city. This limits their potential for interaction that does not involve driving. This could be an opportunity area for the City to encourage a more balanced jobs mix in these locations. • The city as a whole is over-retailed in relation to its population, due to the fact that it serves as the main retail destination for a large surrounding area (see Figure 9). This has implications both for sales tax revenues (good) and VMT (bad). 3.2.2 Existing with Low-Stress Neighbors Diversity Scores Figure 10, Figure 11 and Figure 12 show the three diversity scores for existing land uses with the added effect of the neighbor hexes that are accessible via the City’s low-stress bicycling network. These figures highlight a few effects of considering low-stress bicycle network connectivity on the city’s land use diversity scores. • While much of the city core scored relatively well on jobs/housing diversity in the existing scenario, many hexagons show further improved scores in the City core, with even more hexagons moving toward the ideal score of 0. Further, the geographic extent of hexes scoring well on jobs/housing diversity is extended beyond the City core to cover much of the City (See Figure 10). • The furthest edges of the City still do not score as well on jobs/housing, however, again, there are relatively few jobs and residences in those areas (see Figure 2, Figure 3, and Figure 4). • Figure 11 shows that jobmix diversity has improved through the central city areas, with the most significant differences seen on the north and west sides of the City, where the most low-stress connections can be seen (see Figure 5). • The city remains over-retailed in relation to its population (see Figure 12), and there are still a few key hexes with high concentration of retail and trips (for example, hex 8887 and hex 8759). However, the retail/housing diversity scores have improved over much of the central City areas when the low-stress bike network is considered because the potential for land use interaction has increased fairly significantly with the added low-stress neighbor hexagons included in the diversity calculations. 3.2.3 Overall Diversity Scores In the previous methodology adopted by the City, city- and countywide overall scores were reported using this 0 to 1 scale, with 0 being the ideal score. However, in this memorandum, the overall diversity score results are converted to a 0 to 100 scale, with 100 being the optimal score, and reported as such in the tables below. The diversity indices results shown in the maps referred to in the previous section still use a -1 to 1 scale, with 0 being the ideal score, because this is needed to highlight which side of the spectrum a poor land use mix leans toward (more non-retail vs. retail, for example). Page 439 of 457 DR A F T 11196303 11 Table 2 present the citywide and countywide diversity scores by each diversity category, as well as the trip- weighted overall diversity. As shown, and discussed previously, the City scores best on jobs/housing diversity, with a score of 77.0, and worst on retail/housing with a score of 65.7. The total weighted score for the City is 70.1, while the Countywide average is 50.0, making the City of Ukiah 40.1 percent better than the county average. Table 2: Existing Diversity Scores Jurisdiction Diversity Scores Total Weighted Score % Better than County Average Jobs/ Housing Diversity Job Mix Diversity Retail/ Housing Diversity City of Ukiah 77.0 72.7 65.7 70.1 40.1% Countywide Average 57.6 54.5 44.8 50.0 0.0% Existing Plus Low-Stress Neighbors Diversity Scores (Existing Bike Network) Table 3 presents the city and countywide diversity scores with low-stress neighbors associated with the existing low-stress bike network considered. As shown, when the connectivity of the existing low-stress bike network is considered, the City’s total weighted score improves from 70.1 to 81.0, making the citywide score 61.7 percent better than the countywide average. Table 4 presents the city and countywide results when the low-stress neighbors associated with the existing and planned bike network is considered. As shown, the city’s overall score increases to 82.5, making the citywide score 64.6% better than the Countywide average when the connectivity associated with the existing and planned bike network is considered. If the City were to include additional low-stress bike facilities in the planned network, these results could improve even more significantly. Table 3: Existing Plus Low-Stress Neighbors Diversity Scores (Existing Bike Network) Jurisdiction Diversity Scores Total Weighted Score % Better than County Average Jobs/ Housing Diversity Job Mix Diversity Retail/ Housing Diversity City of Ukiah 82.9 82.8 79.2 81.0 61.7% Countywide Average 60.6 59.7 50.4 55.0 9.2% Table 4: Existing Plus Low-Stress Neighbors Diversity Scores (Planned Bike Network) Jurisdiction Diversity Scores Total Weighted Score % Better than County Average Jobs/ Housing Diversity Job Mix Diversity Retail/ Housing Diversity City of Ukiah 82.4 87.6 79.4 82.5 64.6% Countywide Average 60.5 61.3 50.5 55.4 9.9% Page 440 of 457 DR A F T 11196303 12 4. Additional Tool Developments Beyond expanding the methodology to include the multimodal network component, the user interface of the spreadsheet-based tool was improved for clarity and to allow the user to easily assess the effect of individual proposed projects. The latest version of the tool includes a dashboard component where the user can enter the hexagon to which a proposed project belongs along with the estimated number of households, and retail and non-retail employment. These inputs are connected to output tables on the dashboard that provide the citywide diversity scores by each category, as well as the total trip-weighted scores, and the % better than the Countywide average. These outputs are calculated for the existing and plus project conditions, both before and after the multimodal component is considered. Page 441 of 457 DR A F T 11196303 13 Figure 2: Distribution of Existing Households Page 442 of 457 DR A F T 11196303 14 Figure 3: Distribution of Existing Retail Jobs Page 443 of 457 DR A F T 11196303 15 Figure 4: Distribution of Existing Non-Retail Jobs Page 444 of 457 DR A F T 11196303 16 Figure 5: Existing Condition LTS and Connectivity Results [insert from workbook] Page 445 of 457 DR A F T 11196303 17 Figure 6: Planned Network LTS and Connectivity Results Page 446 of 457 DR A F T 11196303 18 Figure 7: Existing Jobs/Housing Diversity Page 447 of 457 DR A F T 11196303 19 Figure 8: Existing Job Mix Diversity Page 448 of 457 DR A F T 11196303 20 Figure 9: Existing Retail/Housing Diversity Page 449 of 457 DR A F T 11196303 21 Figure 10: Existing Plus Low-Stress Neighbors Jobs/Housing Diversity Page 450 of 457 DR A F T 11196303 22 Figure 11: Existing Plus Low-Stress Neighbors JobMix Diversity Page 451 of 457 DR A F T 11196303 23 Figure 12: Existing Plus Low-Stress Neighbors Retail/Housing Diversity Page 452 of 457 Page 1 of 1 Agenda Item No: 14.a. MEETING DATE/TIME: 11/1/2023 ITEM NO: 2023-3122 AGENDA SUMMARY REPORT SUBJECT: Discussion and Possible Action Regarding Cancellations of the Regular City Council Meetings of December 20, 2023 - Contingent Upon City Business; and January 3, 2024, with the Option for the Mayor and/or City Manager to Call for a Special Meeting on an Alternate Date if Time Sensitive Business Arises. DEPARTMENT: City Clerk PREPARED BY: Kristine Lawler, City Clerk PRESENTER: Sage Sangiacomo, City Manager ATTACHMENTS: None Summary: Council will consider cancelling the regular City Council meetings on December 20, 2023 - contingent upon City business; and January 3, 2024, given that it falls on a holiday week that makes the timeliness of the publication challenging. Background: City Council has regular meetings scheduled for the first and third Wednesdays of each month, with regularly scheduled meetings on December 20, 2023, and January 3, 2024. Council typically cancels meetings around the holidays, which gives a break to both the Council and Staff from the heavy meeting schedule maintained throughout the rest of the year, and allows Staff to focus on other vital projects. Discussion: Staff is recommending the cancellation of the December 20, 2023, Regular City Council Meeting, contingent upon City business, and the January 3, 2024, Regular City Council Meeting, with the option for the Mayor and/or City Manager to call for a special meeting on an Alternate Date if time sensitive business arises. Recommended Action: Approve the cancellation of the regular City Council meetings on December 20, 2023 - contingent upon City business; and January 3, 2024 , with the option for the Mayor and/or City Manager to call for a special meeting on an alternate date if time sensitive business arises. BUDGET AMENDMENT REQUIRED: N/A CURRENT BUDGET AMOUNT: N/A PROPOSED BUDGET AMOUNT: N/A FINANCING SOURCE: N/A PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A COORDINATED WITH: N/A Page 453 of 457 Page 1 of 1 Agenda Item No: 14.b. MEETING DATE/TIME: 11/1/2023 ITEM NO: 2023-3143 AGENDA SUMMARY REPORT SUBJECT: Receive Updates on City Council Committee and Ad Hoc Assignments, and, if Necessary, Consider Modifications to Assignments and/or the Creation/Elimination of Ad Hoc(s). DEPARTMENT: City Clerk PREPARED BY: Kristine Lawler, City Clerk PRESENTER: Mayor Rodin and Various Councilmembers ATTACHMENTS: 1. City Council Special Assignments rev 8-4-23 Summary: City Council members will provide reports and updates on their committee and ad hoc assignments. If necessary, the Council may consider modifications. Background: City Council members are assigned to a number of committees and ad hoc activities. These assignments are included as Attachment 1. Discussion: Previously, the City Council discussed having more time allocated to reporting on committee and ad hoc activities. Often, the Council Reports section of the regular agenda is rushed due to impending business (i.e., public hearings), and not enough time is afforded for reports beyond community activities. In an effort to foster regular updates on committee and ad hoc assignments, this item is being placed on the agenda to provide the City Council members an expanded opportunity to report on assignments and modify assignments as necessary. Recommended Action: Receive report(s). The Council will consider modifications to committee and ad hoc assignments along with the creation/elimination ad hoc(s). BUDGET AMENDMENT REQUIRED: No CURRENT BUDGET AMOUNT: N/A PROPOSED BUDGET AMOUNT: N/A FINANCING SOURCE: N/A PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A COORDINATED WITH: N/A DIVERSITY-EQUITY INITIATIVES (DEI): CLIMATE INITIATIVES (CI): GENERAL PLAN ELEMENTS (GP): Page 454 of 457 2023 CITY COUNCIL SPECIAL ASSIGNEMENTS LOCAL / UKIAH VALLEY MTG DATE/TIME MEETING LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT City Broadband Project TBD TBD Civic Center 300 Seminary Ave. Ukiah, CA 95482 to evaluate the Request for Proposal (RFP) for the Internet Service Provider (ISP) for the California's Public Utilities Commission (CPUC) Last mile Broadband. Orozco Jim Robbins, Grants Manager; 463-6708; jrobbins@cityofukiah.com Investment Oversight Committee Varies Civic Center 300 Seminary Ave. Ukiah, CA 95482 Civic Center 300 Seminary Ave. Ukiah, CA 95482 Reviews City investments, policies, and strategies Crane Orozco - Alternate Alan Carter, Treasurer Dan Buffalo, Director of Finance; 463-6220 dbuffalo@cityofukiah.com Disaster Council Shall meet a minimum of once a year at a time and place designated upon call of the chair Place designated upon call of the chair or, if she/he is unavailable or unable to call such meeting, the first vice chair and then the City Manager or her/his designee. Office of Emergency Management 300 Seminary Ave. Ukiah, CA 95482 467-5765 - Tami Bartolomei Develop any necessary emergency and mutual aid plans, agreements, ordinances, resolutions, rules, and regulations. Orozco Duenas- Alternate Traci Boyl, City Manager's Office Management Analyst; 467-5720; tboyl@cityofukiah.com Greater Ukiah Business & Tourism Alliance (GUPTA) 4th Monday of month, 10:00 a.m. 200 S School St. Ukiah, CA 95482 200 S School St. Ukiah, CA 95482 Promotes tourism and works to strengthen and promote the historic downtown and businesses within the greater Ukiah area Rodin Duenas - Alternate Shannon Riley,Deputy City Manager; 467-5793 sriley@cityofukiah.com Mendocino County Inland Water and Power Commission (IWPC) 2nd Thursday of month, 6:00 p.m. Civic Center 300 Seminary Avenue conference room 5 IWPC Staff P.O. Box 1247 Ukiah, CA 95482 391-7574 - Candace Horsley Develops coordination for water resources and current water rights: Potter Valley project - Eel River Diversion Rodin Orozco- Alternate Sean White,Director of Water Resources; 463-5712 swhite@cityofukiah.com North Coast Opportunities (NCO)4th Wednesday of month, 2 p.m.Alternating locations - Ukiah and Lakeport Governing Board Chair North Coast Opportunities 413 North State Street Ukiah, CA 95482 Assist low income and disadvantaged people to become self reliant Burgess Jake Burgess, Community Services Supervisor; 463-6201 jburgess@cityofukiah.com Sun House Guild ex officio 2nd Tuesday of month, 4:30 p.m. Sun House 431 S. Main St. Ukiah, CA 431 S. Main Street Ukiah, CA 95482 467-2836 Support and expand Grace Hudson Museum Duenas Neil Davis - Alternate David Burton, Museum Director; 467-2836 dburton@cityofukiah.com Ukiah Valley Basin Groundwater Sustainability Agency (GSA) 2nd Thursday of month, 1:30 p.m. Board of Supervisors Chambers; 501 Low Gap Road Ukiah, CA County Executive Office 501 Low Gap Rd., Rm. 1010 Ukiah, CA 95482 463-4441 GSA serves as the Groundwater Sustainability Agency in the Ukiah Valley basin Crane Duenas - Alternate Sean White, Director of Water Resources; 463-5712 swhite@cityofukiah.com MENDOCINO COUNTY MTG DATE/TIME MEETING LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT City Selection Committee Called as required by the Clerk of the Board BOS Conference Room 501 Low Gap Rd. Rm. 1090 Ukiah, CA C/O: BOS 501 Low Gap Rd., Rm 1090 Ukiah, CA 95482 463-4441 Makes appointments to LAFCO and Airport Land Use Commission (Mayor - Primary; Vice Mayor - Alternate) Mayor Rodin Vice Mayor Duenas - Alternate Kristine Lawler, City Clerk; 463-6217 klawler@cityofukiah.com Economic Development & Financing Corporation (EDFC) 2nd Thursday of month, 2:00 p.m. Primarily 631 S. Orchard Street (location varies) Executive Director 631 South Orchard Avenue Ukiah, CA 95482 467-5953 Multi-agency co-op for economic development and business loan program Riley (appointed 12/19/18) Shannon Riley, Deputy City Manager; 467-5793 sriley@cityofukiah.com Library Advisory Board 3rd Wednesdays of alternate months; 1:00 p.m. Various Mendocino County Libraries Ukiah County Library 463-4491 Review library policy and activities Duenas Rodin - Alternate Kristine Lawler, City Clerk; 463-6217; klawler@cityofukiah.com Mendocino County 1st District Liaison Monthly; TBD Civic Center Annex conference room #5 411 West Clay St. Ukiah, CA 95482 Civic Center 300 Seminary Ave. Ukiah, CA 95482 To coordinate activities and policy development with the City's 1st District Supervisor Rodin Crane - Alternate Sage Sangiacomo, City Manager; 463-6221; ssangiacomo@cityofukiah.com Mendocino County 2nd District Liaison 1st Wednesdays of month, 8:00 a.m. Civic Center Annex conference room #5 411 West Clay St. Ukiah, CA 95482 Civic Center 300 Seminary Ave. Ukiah, CA 95482 To coordinate activities and policy development with the County's 2nd District Supervisor Rodin Duenas - Alternate Shannon Riley, Deputy City Manager; 467-5793 sriley@cityofukiah.com Mendocino Council of Governments (MCOG) 1st Monday of month, 1:30 p.m. Board of Supervisors Chambers 501 Low Gap Road Ukiah, CA Executive Director 367 N. State Street, Ste. 206 Ukiah, CA 95482 463-1859 Plan and allocate State funding, transportation, infrastructure and project County wide Duenas Sher - Alternate Tim Eriksen, Public Works Director/City Engineer; 463-6280 teriksen@cityofukiah.com Mendocino County Airport Land Use Commission As needed BOS Conference Room 501 Low Gap Rd., Rm. 1090, Ukiah, CA Mendocino County Executive Office 501 Low Gap Rd. Rm. 1010 Ukiah, CA 95482 To formulate a land use compatibility plan, provide for the orderly growth of the airport and the surrounding area, and safeguard the general welfare of the inhabitants within the vicinity Liaisons: Owen/Schlatter Greg Owen, Airport Manager; 467-2855; gowen@cityofukiah.com Craig Schlatter, Director of Community Development; 463-6219; cschlatter@cityofukiah.com Mendocino County Local Area Formation Commission (LAFCO) 1st Monday of month, 9:00 a.m.Board of Supervisors Chambers Executive Director 200 S. School Street, Ste. 2 Ukiah, CA 95482 463-4470 Required by legislation - planning spheres of influence, annexation, service areas, and special districts Rodin Crane - Desired Alternate if appointment becomes available with City Selection Committee Craig Schlatter, Director of Community Development; 463-6219; cschlatter@cityofukiah.com 6/23/2023 ATTACHMENT 1 Page 455 of 457 2023 CITY COUNCIL SPECIAL ASSIGNEMENTS MENDOCINO COUNTY Continued MTG DATE/TIME MEETING LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT Mendocino Solid Waste Management Authority (MSWMA) 3rd Thursday of every other month (varies), 10:00 a.m. Willits Council Chambers Solid Waste Director 3200 Taylor Drive Ukiah, CA 95482 468-9710 County-wide Solid Waste JPA Crane Sher- Alternate Tim Eriksen, Public Works Director/City Engineer; 463-6280 teriksen@cityofukiah.com Mendocino Transit Authority (MTA) Board of Directors Last Wednesday of month, 1:30 p.m. Alternating locations - Ukiah Conference Center or Fort Bragg, or Point Arena Executive Director 241 Plant Road Ukiah, CA 95482 462-1422 County-wide bus transportation issues and funding Sher Duenas - Alternate Tim Eriksen, Public Works Director/City Engineer; 463-6280 teriksen@cityofukiah.com Mendocino Youth Project JPA Board of Directors 3rd Wednesday of month, 7:45 a.m.776 S. State Street Conference Room Mendocino Co. Youth Project 776 S. State Street, Ste. 107 Ukiah, CA 95482 707-463-4915 Targets all youth with a focus on drug and alcohol prevention, healthy alternatives and empowering youth to make healthy choices Cedric Crook, Police Captain Duenas - Alternate Cedric Crook, Police Captain 463-6771; ccrook@cityofukiah.com Russian River Flood Control District (RRFCD) Liaison 1st Monday of month, 5:30 p.m. 151 Laws Ave.,Suite D Ukiah, CA 151 Laws Ave., Ukiah, CA 95482; rrfc@pacific.net; 462-5278 Proactively manage the water resources of the upper Russian River for the benefit of the people and environment of Mendocino County White/Orozco Sean White, Director of Water Resources; 463-5712 swhite@cityofukiah.com Ukiah Players Theater Board of Directors 3rd Tuesday of month, 6:00 p.m 1041 Low Gap Rd Ukiah, CA 95482 462-1210 1041 Low Gap Rd Ukiah, CA 95482 462-1210 To oversee the activities, organization and purpose of the Ukiah Players Theater Greg Owen, Airport Manager (appointed 12/19/18) Kristine Lawler, City Clerk; 463-6217 klawler@cityofukiah.com Ukiah Unified School District (UUSD) Committee Quarterly 511 S. Orchard, Ste. D Ukiah, CA 95482 511 S. Orchard Ukiah, CA 95482 Information exchange with UUSD Board Chair, Mayor, Superintendent, and City Manager Mayor, City Manager and Police Chief Sage Sangiacomo, City Manager; 463-6221 ssangiacomo@cityofukiah.com REGIONAL MTG DATE/TIME LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT Great Redwood Trail Agency Bi-monthly, 3rd Thursdays, 10:30 a.m. Various Locations - announced 419 Talmage Road, Suite M Ukiah, CA 95482 463-3280 Provides a unified and revitalized rail infrastructure meeting the freight and passenger needs of the region Rodin Duenas - Alternate Neil Davis, Community Services Director 467-5764 ndavis@cityofukiah.com League of California Cities Redwood Empire Legislative Committee Prior to Division Meetings, meets 3x in person and then via conference call Various locations that are announced Redwood Empire League President; Public Affairs Program Manager (916) 658-8243 Elected city officials and professional city staff attend division meetings throughout the year to share what they are doing and advocate for their interests in Sacramento Orozco Duenas -Alternate Sage Sangiacomo, City Manager; 463-6221 ssangiacomo@cityofukiah.com Russian River Watershed Association (RRWA) 4th Thursday of month, 9:00 a.m. (only 5 times a year) Windsor Town Hall Russian River Watershed Assoc. 425 South Main St., Sebastopol, CA 95472 508-3670 Consider issues related to Russian river - plans projects and funding requests Rodin Sher - Alternate Tim Eriksen, Public Works Director/City Engineer;463-6280 teriksen@cityofukiah.com Northern California Power Agency (NCPA) Commission 4th Thursday of month, 9:00 a.m. (see NCPA calendar) Roseville, CA and other locations 651 Commerce Drive Roseville, CA 95678 916-781-4202 Pool of State and local power utilities developing and operating power generation, providing scheduling and related energy services and providing regulatory and legislative support. Crane - Commissioner Sauers - Alternate and Commissioner in absence of Commissioner Crane Cindi Sauers - Electric Utility Director; 463-6286 csauers@cityofukiah.com Northern California Power Agency (NCPA) – Lodi Energy Center (LEC) Appointment 2nd Monday of month, 10:00 AM Lodi, CA and other locations 651 Commerce Drive Roseville, CA 95678 916-781-4299 Committee oversees the operation, maintenance and expenditures of the LEC 300 MW generating project. Sauers – Project Participate Appointee Cindy Sauers, Electric Utility Director, 463‐6286, csauers@cityofukiah.com Transmission Agency of Northern California (TANC) 4th Wednesday of month, 10 a.m.35 Iron Point Circle Suite 225 Folsom, CA 35 Iron Point Cir #225 Folsom, CA 95630 916-852-1673; info@tanc.us Provide electric transmission to its Member utilities through transmission line ownership or contract arrangements. Crane Sauers - Alternate Cindi Sauers - Electric Utility Director; 463-6286 csauers@cityofukiah.com STANDING COMMITTEES MTG DATE/TIME LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT Diversity and Equity TBD Virtual Meeting Room (link to be created) Civic Center 300 Seminary Ave. Ukiah, CA 95482 Improve diversity and equity in the City’s workforce and municipal services Orozco/Duenas Traci Boyl, City Manager's Office Management Analyst; 467-5720; tboyl@cityofukiah.com Fire Executive Committee 2nd Tue, every other month beginning in January; 5:00 p.m. Ukiah Valley Conference Center, 200 S. School Street Ukiah, CA Civic Center 300 Seminary Ave. Ukiah, CA 95482 sabba@cityofukiah.com Per the recently adopted agreement between the City of Ukiah and the Ukiah Valley Fire Protection District Orozco/Sher Doug Hutchison, Fire Chief; 463-6263; dhutchison@cityofukiah.com Countywide Oversight Board to the RDA Successor Agencies 4th Thursday of January, 4:00 p.m.; meets annually Ukiah Valley Conference Center, 200 S. School Street Ukiah, CA City of Ukiah ATTN: City Clerk 300 Seminary Ave. Ukiah, CA 95482 707-463-6217 oversee and direct the Successor Agencies of the former redevelopment agencies Crane Dan Buffalo, Director of Finance; 463-6220 dbuffalo@cityofukiah.com Kristine Lawler, City Clerk; 463-6217, klawler@cityofukiah.com 6/23/2023 Page 456 of 457 COMMITTEE ASSIGNED TO PRINCIPAL STAFF SUPPORT Electric Grid Operational Improvements Crane/Orozco Cindy Sauers, Electric Utility Director; 463-629586 csauers@cityofukiah.com Trench Cut Policy Development Crane Tim Eriksen, Public Works Director/City Engineer; 463-6280 teriksen@cityofukiah.com Advance Planning & Policy for Sphere of Influence (SOI), Municipal Service Review (MSR), Annexation, Tax Sharing, Detachment, and Out of Area Service Agreements Crane/Rodin Craig Schlatter, Community Development Director 463-6219 cschlatter@cityofukiah.com UVSD/ City Relations Ad hoc committee to address specific issues with the Ukiah Valley Sanitation District, including discussion of overall sewer system service delivery policies, operating policy revisions, potential revisions to the current Operating Agreement, and cost sharing Crane/Orozco Dan Buffalo, Director of Finance; 463‐6220 dbuffalo@cityofukiah.com Sean White, Water Resources Director 463‐5712 swhite@cityofukiah.com Orr Street Bridge Corridor Rodin/Sher Tim Eriksen, Public Works Director/City Engineer; 463-6280 teriksen@cityofukiah.com Complete Streets Rodin/Crane Tim Eriksen, Public Works Director/City Engineer; 463-6280 teriksen@cityofukiah.com Shannon Riley, Deputy City Manager 467-5793 sriley@cityofukiah.com Neil Davis, Community Services Director 467-5764 ndavis@cityofukiah.com Special Districts (Water District Consolidation)Orozco/Crane Shannon Riley, Deputy City Manager 467‐5793 sriley@cityofukiah.com Corp Yard Planning Crane/Orozco Jason Benson, Senior Civil Engineer 463‐6284 jbenson@cityofukiah.com City/District Review of 2019/22 Proposed Fire Code Crane/Orozco Doug Hutchison, Fire Chief 463‐6263 dhutchison@cityofukiah.com Mendocino County Courthouse Project and Reuse Sher/Orozco Shannon Riley, Deputy City Manager 467‐5793 sriley@cityofukiah.com Climate Action Plan Will coordinate with the Community Development Director to identify and assign representation to each of the identified categories, and also coordinate with the Community Development Director and the Climate Action Plan Working Group related to other outreach efforts during the development of the draft municipal Climate Action Plan related to the 2040 General Plan Sher/Duenas Craig Schlatter, Community Development Director 463-6219 cschlatter@cityofukiah.com City's 150-Year Anniversary Planning Orozco/Rodin Shannon Riley, Deputy City Manager 467‐5793 sriley@cityofukiah.com 2023 AD HOC COMMITTEES 8/4/2023 Page 457 of 457