Beaumont City Council
November 21, 2023

CITY COUNCIL CLOSED & REGULAR SESSION
AGENDA

Beaumont Financing Authority
Beaumont Successor Agency (formerly RDA)
Beaumont Utility Authority
Beaumont Parking Authority
Beaumont Public Improvement Authority
Community Facilities Districts: 93-1, 2016-1, 2016-2, 2016-3, 2016-4 and 2019-1

Tuesday, November 21, 2023
Closed Session: 4:30 PM Regular Meeting: 6:00 PM
550 E. Sixth Street, Beaumont, CA
Materials related to an item on this agenda submitted to the City Council after distribution of the agenda packets are available for public inspection in the City Clerk’s office at 550 E. 6th Street during normal business hours.

MEETING PARTICIPATION NOTICE
This meeting will will be recorded for live streaming as well as open to public attendance. Please use the following link during the meeting for live stream access: beaumontca.gov/livestream Public comments will be accepted using the following options.

1. Written comments will be accepted via email and will be read aloud during the corresponding item of the meeting. Public comments shall not exceed three (3) minutes unless otherwise authorized by City Council. Comments can be submitted anytime prior to the meeting as well as during the meeting up until the end of the corresponding item. Please submit your comments to:
[email protected] with "Public Comment" in the subject line.

2. Phone-in comments will be accepted by joining a conference line prior to the corresponding item of the meeting. Public comments shall not exceed three (3) minutes unless otherwise authorized by City Council. Please use the following phone number to join the call (951) 922 - 4845.

3. In-person comments are accepted by notifying the City Clerk using a provided Request to Speak Form prior to the start of the Public Comment Period. Public comments shall not exceed three (3) minutes unless otherwise authorized by City Council.

In compliance with the American Disabilities Act, if you require special assistance to participate in this meeting, please contact the City Clerk's office using the above email or call (951) 572 - 3196.

Notification 48 hours prior to a meeting will ensure the best reasonable accommodation.

Pages

CLOSED SESSION
A.CALL TO ORDER
Mayor Martinez, Mayor Pro Tem Fenn, Council Member Lara, Council Member Voigt, Council Member White
B.PUBLIC COMMENTS REGARDING CLOSED SESSION
B.1 Conference with Legal Counsel Regarding Anticipated Litigation Pursuant to Government Code Section 54956.9(d)(2) and/or (3) One Claim: (i) Kristen Fernley.

B.2 Conference with Legal Counsel Regarding Existing Litigation Pursuant to Government Code Section 54956.9(d)(1)
Dennis Baker v. City of Beaumont, et. al. Riv. Co. Sup. Ct. Case No.

CVRI2304687.

B.3 Conference with Legal Counsel Regarding Existing Litigation Pursuant to Government Code Section 54956.9(d)(1)
Scott Joseph Faulkner v. Alan Heidrech, U.S. Dist. Ct., Central Dist., Case. No. 5:23-cv-01784-ODW(JDE).

B.4 Conference with Legal Counsel Regarding Existing Litigation Pursuant to Government Code Section 54956.9(d)(1)
City of San Diego, et al. ex. rel Blackbird Special Project, LLP v.

Invitation Homes, Inc., Case No. 22-CV-00260 (Southern District of California).

B.5 Conference with Legal Counsel Regarding Pending Litigation Pursuant to Government Code Section 54956.9(d)(1)
One Case: Beaumont v PB 240, LLC; DTOUR Production, Inc.; Shanna Bottoni- Olive; Jamari Olive (Case No: CVRI 2305764).

B.6 Conference with Legal Counsel Regarding Potential Initiation of Litigation Pursuant to Government Code Section 54956.9(d)(4)
One potential case.

B.7 Conference with Labor Negotiators - Pursuant to Code Section 54956 City Designated Representatives City Manager Elizabeth Gibbs and Administrative Services Director Kari Mendoza. Employee Organizations:

SEIU
C.ADJOURNMENT TO CLOSED SESSION

REGULAR SESSION
D.CALL TO ORDER
Mayor Martinez, Mayor Pro Tem Fenn, Council Member Lara, Council Member Voigt, Council Member White
Report out from Closed Session
Action on any Closed Session Items

Action of any Requests for Excused Absence
Pledge of Allegiance
Invocation
Adjustments to the Agenda
Conflict of Interest Disclosure
E.ANNOUNCEMENTS / RECOGNITION / PROCLAMATIONS /

CORRESPONDENCE
E.1 Beaumont Police Explorer Post Recognition
F.PUBLIC COMMENT PERIOD (ITEMS NOT ON THE AGENDA)
Any one person may address the City Council on any matter not on this agenda.

If you wish to speak, please fill out a “Public Comment Form” provided at the back table and give it to the City Clerk. There is a three (3) minute time limit on public comments. There will be no sharing or passing of time to another person.

State Law prohibits the City Council from discussing or taking actions brought up by your comments.

G.CONSENT CALENDAR
Items on the consent calendar are taken as one action item unless an item is pulled for further discussion here or at the end of action items. Approval of all Ordinances and Resolutions to be read by title only.

G.1 Ratification of Warrants 8
Recommended Action:

Ratify Warrants dated:

October 23, 2023
October 26, 2023
November 2, 2023
November 9, 2023
G.2 Approval of Minutes 82
Recommended Action:

Approve Minutes dated November 7, 2023.

G.3 Traffic Signals at Pennsylvania Avenue and First Street – Capital Improvement Project 2017-009
92 Increase the construction contingency for the Pennsylvania Avenue Widening Project to include the $430,000 that was authorized by City Council on 2023 for the addition of traffic signals at Pennsylvania Avenue and First Street.

Recommended Action:

Increase the construction contingency for the Pennsylvania Avenue Widening Project to $1,177,000; and authorize the City Manager to sign change orders up to $1,177,000.

G.4 Offer of Dedication for First Street and Pennsylvania Avenue 99 A Resolution of the City of Beaumont Authorizing the Mayor to Accept the Offer of Dedication for the N/W Corner of First Street and Pennsylvania Avenue for Public Street and Highway Purposes.

Recommended Action:

Waive the full reading and adopt by title only, “A Resolution of The City of Beaumont Authorizing the Mayor to Accept the Offer of Dedication for the N/W Corner of First Street and Pennsylvania Avenue for Public Street and Highway Purposes;” Approve the Certificate of Acceptance; and record the Offer of Dedication documents with the Riverside County Clerk Recorder’s Office.

G.5 Performance Bond Exoneration 116
Performance bond exoneration for force main improvements associated with Tract Map No. 27971, sewer improvements associated with Tract Map No. 27971-7, and offsite improvements associated with Parcel Map No. 37938.

Recommended Action:

Authorize City staff to issue a Bond Exoneration Letter for Performance and Payment Bonds and Accept Maintenance Bonds for (Project / Bond Number / Improvement / Maintenance Bond Number):

Tract Map No. 27971/ 1001053559 / Force Main / 1001053559- M
•
Tract Map No. 27971-7/ 1154352 / Sewer / LICX1978526•
Parcel Map No. 37938/ LICX1203090 / Offsite / 5326004•
G.6 The Purchase of a New 12-Yard Dump Truck 234
Pre-approval for the purchase of dump truck within Fiscal Year 2023-24.

Recommended Action:

Provide pre-approval for the purchase of a new 12-yard dump truck in an amount not to exceed $250,000.

G.7 Approval of Trustee Requisition 075 for Use of Bond Proceeds to Reimburse the City of Beaumont for the Fire Station No. 106 Project in the Amount of $39,644.27
236
Requisition 075 to send to Trustee for disbursement of bond proceeds to the City of Beaumont for Capital Improvement Project 2017-028.

Recommended Action:

Approve the City Manager to sign Requisition 075 to send to Trustee for disbursement of bond proceeds to the City of Beaumont.

G.8 Approval of Trustee Requisition 076 for Use of Bond Proceeds to Reimburse the City of Beaumont for the Fire Station No. 106 Project in the Amount of $486,235.95
265
Requisition 076 to send to Trustee for disbursement of bond proceeds to the City of Beaumont for Capital Improvement Project 2017-028.

Recommended Action:

Approve the City Manager to sign Requisition 076 to send to Trustee for disbursement of bond proceeds to the City of Beaumont.

G.9 Second Reading to Amend Sections 2.08.100 and 2.08.150 of the Beaumont Municipal Code Pertaining to Compensation of the City Council, City Treasurer and City Clerk Following the Adoption of Senate 296

Bill 329
Staff was directed by City Council on October 3, 2023, to prepare a draft ordinance amending the salaries of members of the City Council, the City Treasurer and the City Clerk aligning with Senate Bill 329 and applicable law.

Recommended Action:

Waive the full second reading and adopt by title only, “An Ordinance of the City Council of the City of Beaumont, California, Amending Title 2, Chapter 2.08, Section 2.08.100 – ‘City Council—Salaries’ and Section

2.08.150 – ‘City Treasurer and City Clerk—Salaries’ of the Beaumont Municipal Code”.

H.YOUTH COUNCIL REPORT
Beaumont Youth Council Report Out and City Council Direction I.PUBLIC HEARINGS
Approval of all Ordinances and Resolutions to be read by title only.

I.1 Public Hearing and Consideration of Amendments to Beaumont Municipal Code Chapter 5.66 Sidewalk Vending
316
Proposed amendments to Beaumont Municipal Code Chapter 5.66 Sidewalk Vending to ensure public health, safety and welfare.

Recommended Action:

Hold a Public Hearing; and
Waive the first full reading and approve by title only, “An Ordinance of the City Council of the City of Beaumont Amending Beaumont Municipal Code Chapter 5.66 Sidewalk Vending”.

J.ACTION ITEMS
Approval of all Ordinances and Resolutions to be read by title only.

J.1 Stewart Park Improvement Project Update 334
Provide an update on the status of the Stewart Park Improvement Project. Target 5 – Quality of Life/Well Being Goal 6-Complete Stewart Park Improvement Project – Priority Level 3.

Recommended Action:

Provide direction to staff on how to proceed with phasing; and, Provide direction to staff on timing of funding.

J.2 Award of a Professional Services Agreement to Lisa Wise Consulting for Update of the City’s Zoning Code – Capital Improvement Project (CIP) CD-04
354
Priority #3, Target #3-Economic Development/Downtown, Goal #6 Revisit the City’s Municipal Codes and Zoning
Recommended Action:

Award a Professional Services Agreement for the City’s Zoning Code Update to Lisa Wise Consulting in an amount not to exceed $368,080.

J.3 Discussion and Direction on a Proposed Downtown Events Funding Policy
377
Adopt an objective process for evaluating requests for funding support for events in the downtown. Strategic Plan Target #5 – Quality of Life/Well- Being, Priority Level 2, Goal #5 Increase community events, arts and culture.

Recommended Action:

Hold discussion and adopt the Downtown Events Funding Policy.

J.4 Funding Agreement and Resolution Approving a Purchase and Sale Agreement – 516 California Avenue
386
Consideration of a Funding Agreement with Riverside County and a Resolution Approving a Purchase and Sale Agreement for the property located at 516 California Avenue (APN 418-091-012).

Recommended Action:

Approve the Funding Agreement with Riverside County,
Waive the full reading and adopt by title only, “A Resolution of the City Council of the City of Beaumont, California, Approving the Acquisition of Real Property”, and
Approve the Purchase and Sale Agreement by and between the City of Beaumont and PRROPERTIES LLC. and authorize the City Manager to execute the agreement on behalf of the City.

J.5 Update on the Citywide Traffic Signal Upgrade at Beaumont Ave and First Street
438
Update on the Citywide Traffic Signal Upgrade at Beaumont Ave and First Street, CIP R-13 (Project).

Recommended Action:

Receive and file.

J.6 Request for Proposal (RFP) Sub-Committee 440
Discussion and direction of RFP Sub-Committee assigned to the Financial and Audit Committee.

Recommended Action:

Discuss and give direction to staff.

J.7 Traffic Relief Plan Workshop 441
Set date and time for a presentation from Riverside County Transportation Commission (RCTC) staff on the draft Traffic Relief Plan.

Recommended Action:

Set Thursday, December 7, 2023, at 5:00pm as the Traffic Relief Plan workshop.

J.8 Approval of City Attorney Invoices for the Month of October 2023 442 Recommended Action:

Approve invoices in the amount of $118,247.77.

K.LEGISLATIVE UPDATES AND DISCUSSION
L.ECONOMIC DEVELOPMENT UPDATE
Economic Development Committee Report Out and City Council Direction M.CITY TREASURER REPORT
Finance and Audit Committee Report Out and City Council Direction M.1 Monthly Treasurer Reports 456
N.CITY CLERK REPORT
O.CITY ATTORNEY REPORT
P.CITY MANAGER REPORT
Q.FUTURE AGENDA ITEMS
Assessment for the need for additional community center(s) (Future)• Annexation Agreement with the County (December)•
Marketing of Downtown Renovation on Billboards (January)• Level of Service Standards for Traffic Levels (January)• Standards for Underground Utility Requirements (December)• R.COUNCIL REPORTS
White
Voigt
Lara
Fenn
Martinez
S.ADJOURNMENT
The next regular meeting of the Beaumont City Council, Beaumont Financing Authority, the Beaumont Successor Agency (formerly RDA), the Beaumont Utility Authority, the Beaumont Parking Authority and the Beaumont Public Improvement Agency is scheduled for Tuesday December 5, 2023, at 6:00 p.m. unless otherwise posted.

1 CITY COUNCIL CLOSED & REGULAR SESSION

MINUTES

November 7, 2023
Closed Session: 5:00 PM Regular Meeting: 6:00 PM
550 E. Sixth Street, Beaumont, CA

Materials related to an item on this agenda submitted to the City Council after distribution of the agenda packets are available for public inspection in the City Clerk’s office at 550 E. 6th Street during normal business hours _____________________________________________________________________

CLOSED SESSION
A. CALL TO ORDER at 5:02 p.m.

Present: Mayor Martinez, Mayor Pro Tem Fenn, Council Member Lara, Council Member Voigt, Council Member White

B. PUBLIC COMMENTS REGARDING CLOSED SESSION
None

B.1 Conference with Legal Counsel Regarding Pending Litigation Pursuant to Government Code Section 54956.9(d)(1)
One Case: Beaumont v PB 240, LLC; DTOUR Production, Inc.; Shanna Bottoni-Olive; Jamari Olive (Case No: CVRI 2305764)
No reportable action.

B.2 Conference with Legal Counsel Regarding Anticipated/Existing Litigation Pursuant to Government Code Section 24956.9(d)(1) and/or (2) and/or (3)

2 Worker's Compensation Case Nos. 4A22119G8GN-0001, 4A2207TFW77- 0001, and 4A22020WX87-0001.

No reportable action.

B.3 Conference with Labor Negotiators - Pursuant to Code Section 54957.6 City Designated Representatives City Manager Elizabeth Gibbs and Administrative Services Director Kari Mendoza. Employee Organizations:

Police Managers
SEIU
Police Officers Association
Managers/Professional/Technical
Police Managers - No reportable action.

SEIU - No reportable action.

Police Officers Association - Motion by Council Member White, Second by Council Member Voigt to approve the side letter agreement. Approved by a unanimous vote.

Managers/Professional/Technical - Action to be taken in open session.

C. ADJOURNMENT TO CLOSED SESSION

REGULAR SESSION
D. CALL TO ORDER at 6:02 p.m.

Mayor Martinez, Mayor Pro Tem Fenn, Council Member Lara, Council Member Voigt, Council Member White
Report out from Closed Session
Action on any Closed Session Items
Action of any Requests for Excused Absence
Pledge of Allegiance
Invocation
Adjustments to the Agenda
Conflict of Interest Disclosure

E. ANNOUNCEMENTS / RECOGNITION / PROCLAMATIONS /

CORRESPONDENCE
Recognition of Tanner Marin Williams

Introduction of Brittany Navas, Grant Analyst.

3 E.1 Waste Management Recycling All Star Awards

F. PUBLIC COMMENT PERIOD (ITEMS NOT ON THE AGENDA)
None

G. CONSENT CALENDAR
Items on the consent calendar are taken as one action item unless an item is pulled for further discussion here or at the end of action items. Approval of all Ordinances and Resolutions to be read by title only.

Request to pull items G9 and G10 for discussion.

Motion by Mayor Pro Tem Fenn
Second by Council Member Lara
To approve items G1-G8 and G11.

G.1 Ratification of Warrants
Ratify Warrants dated:

October 5, 2023
October 12, 2023
G.2 Approval of Minutes
Approve Minutes dated October 17, 2023.

G.3 Second Reading of a Proposed Ordinance Prohibiting the Unlawful Possession of a Catalytic Converter
Second reading of the request to implement an ordinance to prohibit the unlawful possession of a catalytic converter.

Waive the full second reading and adopt by title only, “An Ordinance of the City Council of the City of Beaumont, California, Adding Section 9.42 – Unlawful Possession of Catalytic Converters of the Beaumont Municipal Code Establishing Regulation Prohibiting the Unlawful Possession of Catalytic Converters in the City.

G.4 Second Reading of Proposed Amendments to Beaumont Municipal Code Chapter 17.07 Signs and Chapter 8.50 Outdoor Lighting
Modification to Beaumont Municipal Code Chapter 17.07 Signs for compliance with recent case law pertaining to non-commercial signage and other proposed changes. Modification to Chapter 8.50 Outdoor Lighting for consistency with the Sign Code.

4 Waive the second full reading and adopt by title only an ordinance of the City Council of the City of Beaumont California Amending Chapter 17.07 Signs of the Beaumont Municipal Code; and Waive the second full reading and adopt by title only an ordinance of the City Council of the City of Beaumont California Amending Chapter 8.50 Outdoor Lighting of the Beaumont Municipal Code.

G.5 FY2023-2024 1st Quarter Cash and Investment Report
Receive and file the FY2023-2024 1st Quarter Cash and Investment Report.

Receive and file report.

G.6 Improvement Agreement and Security
Improvement agreement and security for sewer improvements for 84 Lumber Storage Yard (Plot Plan 2022-0459).

Accept Security Agreement and Performance and Payment Bonds for (Project / Bond number / Improvement):
• PP2022-0458/ 107921714 / Sewer
G.7 Performance Bond Exoneration
Performance bond exoneration for survey monuments associated with Parcel Map No. 37938.

Authorize City staff to issue a Bond Exoneration Letter for Performance and Payment Bonds and Accept Maintenance Bonds for (Project / Bond Number / Improvement):
• Parcel Map No. 37938/ LICX1209830 / Survey monuments
G.8 Consideration of a Resolution Waiving the Major Special Event Application Deposit for the Sundance Community Association Halloween Event Strategic Plan Target #5 – Quality of Life/Well-Being, Priority Level 2, Goal #5 Increase community events, arts and culture.

Waive the full reading and adopt by title only “A Resolution of the City Council of the City of Beaumont California Authorizing the Waiver of the Major Special Event Permit Application deposit for the Sundance Community Association Halloween Event.”
G.11 Notice of Completion for Citywide Traffic Signal Upgrade (Beaumont Avenue and Sixth Street) – Capital Improvement Program (CIP) R-02 Notice of Completion (NOC) for Citywide Traffic Signal Upgrade CIP R-02, located at the intersection of Beaumont Avenue and Sixth Street (Project).

5 Authorize the Mayor to execute a Notice of Completion for the Citywide Traffic Signal Upgrade Project (CIP R-02).

G.9 Adoption of Parks and Recreation Committee Policies and Procedures Adoption of policies and procedures for the creation of a Parks and Recreation Committee.

Motion by Mayor Martinez
Second by Mayor Pro Tem Fenn
Adopt the Parks and Recreation Committee Policies and Procedures with amendments to the policy to add alternate members with the ability to vote, and further clarify the tenure of the student member.

Approved by a unanimous vote

G.10 Report out on CalCities Annual Conference 2023
Report of activities from attendance at the CalCities Annual Conference in Sacramento, September 20-22, 2023.

Motion by Mayor Pro Tem Fenn
Second by Council Member Voigt
Receive and file, with the amendment to correct the error of Fenn being in attendance and replace with Council Member Voigt.

Approved by a unanimous vote

H. YOUTH COUNCIL REPORT
No report, next meeting is November 14, 2023.

I. PUBLIC HEARINGS
Approval of all Ordinances and Resolutions to be read by title only.

I.1 Public Hearing for Plot Plan PP2022-0427, Tentative Parcel Map No. 38233 (TPM2022-0010) and Environmental ENV2022-0021 known as “Xenia Apartments” Located Near the Southeast Corner of Eighth St. and Xenia Ave.

A request to construct 16, two-story apartment buildings, totaling 192 multi-family residential dwelling units and one (1) single story community building, on approximately 10.93 acres located on 10.93 acres of Downtown Residential Multiple Family (DMF) zoned properties located south of Eighth Street on the east side of Xenia Avenue. (APNs: 419-160- 005, -024, 419-170-016, -017, -018, -022 and -027).

6 Public Hearing opened at 6:31 p.m.

P. Onofer - Representing the applicant answered questions of the Council.

Public Hearing closed at 6:47 p.m.

Motion by Mayor Pro Tem Fenn
Second by Council Member Voigt
Hold a public hearing and,
Adopt a Mitigated Negative Declaration for ENV2022-0021, Approve Plot Plan PP2022-0427 and approve Tentative Parcel Map No. 38233 (PM2022-0010) for a two-year period, subject to the attached conditions of approval.

Approved by a unanimous vote

I.2 Public Hearing to Amend Sections 2.08.100 and 2.08.150 of the Beaumont Municipal Code Pertaining to Compensation of the City Council, City Treasurer and City Clerk Following the Adoption of Senate Bill 329
Staff was directed by City Council on October 3, 2023, to prepare a draft ordinance amending the salaries of members of the City Council, the City Treasurer and the City Clerk aligning with Senate Bill 329 and applicable law.

Public Hearing opened at 6:50 p.m.

No speakers
Public Hearing closed at 6:50 p.m.

Motion by Mayor Martinez
Second by Council Member White
Waive the full first reading and approve by title only, “An Ordinance of the City Council of the City of Beaumont, California, Amending Title 2, Chapter 2.08, Section 2.08.100 – ‘City Council—Salaries’ and Section 2.08.150 – ‘City Treasurer and City Clerk—Salaries’ of the Beaumont Municipal Code”. with the amendment to the City Treasurer and City Clerk Salaries to be proportionate at $560.

Approved by a unanimous vote

J. ACTION ITEMS
Approval of all Ordinances and Resolutions to be read by title only.

J.1 Appointment to the Vacant Seats of the Beaumont Planning Commission Consideration of applicants to the partial-term vacancies on the Planning Commission.

7 Motion by Council Member White
Second by Mayor Pro Tem Fenn
To appoint Phillip Southard to the partial term through December 2024.

Approved by a unanimous vote

Motion by Council Member White
Second by Council Member Voigt
To appoint Mario Garai to the partial term through December 2024.

Approved by a unanimous vote

J.2 Discussion and Direction on Proposed Amendments to Beaumont Municipal Code Chapter 13.21 Mobile Home Park Rent Stabilization Periodic review and recommended changes to Beaumont Municipal Code Chapter 13.21 Mobile Home Park Rent Stabilization for the purposes of streamlining processes and consistency with state law.

Public Comment
J. Paule - Represents WMA and would like to work with staff on the language of the ordinance.

Direction to staff on amending Chapter 13.21 Mobile Home Rent Stabilization to make minor changes and work with Ms. Paule on recommendations to the ordinance as well as surrounding cities.

J.7 Authorize an Employment Contract with City Engineer/Public Works Director
Staff is requesting Council review and authorize the City Manager to sign the employment agreement with Robert Vestal appointing him to the position of City Engineer/Public Works Director.

Approve the employment agreement for the City Engineer/Public Works Director and authorize the City Manager to sign the agreement.

J.8 Authorize Changes to Position Allocation
Staff requests authorization for the position elimination of the Assistant Director of Public Works and the addition of a Senior Engineer.

8 Items J7 and J8 were voted on in one motion.

Motion by Council Member White
Second by Mayor Martinez
Approved by a unanimous vote.

Approve the position elimination of one Assistant Director of Public Works.

Approve the addition of one Senior Engineer.

Approved the amended Compensation Plan.

J.3 Discussion on Special Event Permit Application Fee Waiver Policy Adopt an objective process for evaluating fee waiver requests for Special Event Permit Application deposits. Strategic Plan Target #5 – Quality of Life/Well-Being, Priority Level 2, Goal #5 Increase community events, arts and culture.

Motion by Council Member Voigt
Second by Council Member Lara
To adopt the Special Event Permit Application Fee Waiver Policy with direction to staff to bring back an annual report on staff hours spent on waivers.

Approved by a unanimous vote

J.4 Fiscal Year 2024 1st Quarter Budget Update and Financial Status Report Receive a report on the status of the City’s budget and financial status as of September 30, 2023.

Motion by Mayor Pro Tem Fenn
Second by Mayor Martinez
Receive and file report.

Approved by a unanimous vote

J.5 FY2023-2024 1st Quarter Budget Amendments
Review the FY2023-2024 recommended 1st quarter budget amendments.

Motion by Council Member White
Second by Council Member Voigt
Approve the recommended budget amendments except for the amendment to the ESRI software contract.

9 Approved by a unanimous vote

Motion by Mayor Pro Tem Fenn
Second by Council Member Lara
To approve the line item of the ESRI software contract amendment.

Approved

J.6 FY2023-2024 1st Quarter Strategic Plan Update
Update on the progress of the adopted strategic plan.

Receive and file.

J.9 Upcoming Holidays and City Council Meeting Schedule Discussion for a quorum check with upcoming holidays.

Consensus to go dark on January 2, 2024.

K. LEGISLATIVE UPDATES AND DISCUSSION

L. ECONOMIC DEVELOPMENT UPDATE
Economic Development Committee Report Out and City Council Direction

M. CITY TREASURER REPORT
No report.

N. CITY CLERK REPORT
N.1 Upcoming Vacancies on City Commissions and Committees Formal notice of upcoming vacancies and application process.

Direction from Council to update the notice to include the added positions on the Parks and Recreation Committee as well as two positions on the Economic Development Committee in which the members have been absent without request of excusal.

10 O. CITY ATTORNEY REPORT
No report.

P. CITY MANAGER REPORT
Announcement of upcoming Veteran's Day Parade.

Q. FUTURE AGENDA ITEMS
• Assessment for the need for additional community center(s) (Future) • Annexation Agreement with the County (November)
• Traffic Relief Plan Workshop
• Marketing advertisement on billboards
• Level of Service standards for traffic
• Ordinance amendment for underground utility requirements

R. COUNCIL REPORTS
White - No report.

Voigt - Attended Collaborative Meeting.

Lara - Attended the RTA admin meeting, WRCOG executive meeting and Three Rings Ranch ribbon cutting.

Fenn - Attended the Citizens Volunteer Appreciation dinner, toured Liberty Village, the Finance and Audit Committee, Pass EDA meeting, TNOW meeting and thanked everyone that attended the litter clean up event.

Martinez - Attended the Community Clean Up Event, the Mayor's Breakfast meeting, parks community meeting, the downtown community meeting, the volunteer appreciation dinner and the RCA meeting.

S. ADJOURNMENT at 10:17 p.m.

The next regular meeting of the Beaumont City Council, Beaumont Financing Authority, the Beaumont Successor Agency (formerly RDA), the Beaumont Utility Authority, the Beaumont Parking Authority and the Beaumont Public Improvement Agency is scheduled for Tuesday November 21, 2023, at 6:00 p.m. unless otherwise posted.

Staff Report

TO: City Council
FROM: Robert Vestal, Public Works Director
DATE November 21, 2023
SUBJECT: Traffic Signals at Pennsylvania Avenue and First Street – Capital Improvement Project 2017-009

Description Increase the construction contingency for the Pennsylvania Avenue Widening Project to include the $430,000 that was authorized by City Council on 2023 for the addition of traffic signals at Pennsylvania Avenue and First Street.

Background and Analysis:

On November 1, 2022, the City Council awarded the construction of the Pennsylvania Avenue Widening project for a total construction amount of $8,216,250, which included $747,000 in construction contingency for unforeseen construction changes. The notice to proceed for construction of the project was issued on January 30, 2023.

On April 18, 2023, the City Council approved the addition of traffic signals at the intersection of Pennsylvania Avenue and First Street to the construction scope of the project and allocated an additional $430,000 to the project as part of Amendment No. 3 to the Fiscal Year (FY) 2022/23 Capital Improvement Plan.

This staff report is intended to increase the construction contingency of the project to include the $430,000 that was allocated to the project for the addition of traffic signals.

No additional funds are being added to the project.

Project Update:

The construction of the Pennsylvania Avenue Widening project is approximately 85% complete. Substantial completion of the project is anticipated by the end of 2023, with the exception of some construction elements that are awaiting Union Pacific Railroad (UPRR) completion. The construction and installation of the traffic signal poles discussed in this staff report is anticipated to begin in November of 2023 and to be complete in January of 2024.

Fiscal Impact:

The cost to prepare this staff report is estimated to be $350. Construction cost for the traffic signals will be paid from the Pennsylvania Avenue Widening Project (CIP 2017- 009). No additional funds are requested at this time.

The following table is an overview of the current project funding and project budget.

2017-009 Pennsylvania Avenue Widening Project Accounting Summary Funding Summary
Funding Year Funding Source Amount
FY 17/18 Road & Bridge DIF $650,000.00
FY 17/18 Grant $24,600.00
FY 19/20 TUMF $3,368,000.00
FY 22/23 2022 Appropriation Bill (GRANT) $1,300,000.00
FY 22/23 General Fund $4,000,000.00
FY 22/23 Road & Bridge DIF $1,200,000.00
FY 22/23 Traffic Signal DIF $430,000.00
FY 23/24 Road & Bridge DIF $1,720,000.00
Total Project Funding = $12,692,600.00
Budget Summary
Project Component Budget Encumbered Paid to Date Remaining Budget
Project Management $22,538.00 ($22,537.44) ($22,537.44) $0.56 Preliminary Services $142,540.00 ($142,540.00) ($26,018.64) $0.00 Environmental $164,026.00 ($164,026.00) ($163,708.10) $0.00 Design $597,796.00 ($597,796.00) ($574,775.88) $0.00
Construction $9,715,268.00 ($8,538,268.00) ($5,526,988.50) $1,177,000.00 Construction Services $1,780,000.00 ($20,810.00) ($20,172.00) $1,759,190.00 Permits $270,432.00 ($192,102.00) ($191,191.53) $78,330.00 Equipment $0.00 $0.00 $0.00 $0.00
Project Summary Totals $12,692,600.00 ($9,678,079.44) ($6,525,392.09) $3,014,520.56

Staff is recommending additional construction contingency of $430,000, for a total construction contingency of $1,177,000. Funding for the additional contingency was previously allocated to the project on April 18, 2023, as part of the FY2023-27 CIP Amendment No. 3.

Recommended Action:

Increase the construction contingency for the Pennsylvania Avenue Widening Project to $1,177,000; and authorize the City Manager to sign change orders up to $1,177,000.

Attachments:

A. CIP Amendment No. 3 Staff Report (4/18/2023)

Staff Report

TO: City Council
FROM: Jeff Hart, Public Works Director
DATE April 18, 2023
SUBJECT: Public Hearing to Consider an Approval of a Third Amendment to the City’s FY22/23-FY26/27 Capital Improvement Plan

Description Amendments include City-Wide Traffic Signal Upgrade (R-13) and Pennsylvania Widening (2017-009).

Background and Analysis:

On June 21, 2022, City Council, by resolution, adopted the City’s 5-year capital improvement plan (CIP) and approved the FY22/23 CIP budget. The plan identifies the City’s planned projects through a determined period of time, as well as the prospective financial sources.

On November 1, 2023, City Council approved the first amendment to the FY23-27 CIP.

The first amendment included the following projects:

Project Number Project Name
2017-009 Pennsylvania Widening Project
2017-001 Pennsylvania Interchange Project
P-16 Shadow Creek Playground Rehab
P-17 Master Park Plan - Citywide
PS-04 Public Safety Radio System Upgrade
T-16 New Vehicle Communications
PS-02 Police Station Renovations
PS-05 Fire Truck Purchase
P-04 Sports Park Lighting and Field Expansion
R-12 2nd Street Extension
2017-012 Pennsylvania Ave/UPR Grade Separation
R-19 Downtown Street Light Replacement
R-20 City-Wide Monument Program
R-21 6th Street Medians
R-22 Public Works Corp Yard

CD-03 Downtown Revitalization/Grace Bldg/Real Estate
Acquisition
CD-04 Zoning code update and citywide design guidelines R-23 City-Wide Traffic Analysis
R-18 Mid Year Street Enhancement Program 2022

On February 21, 2023, City Council approved the second amendment to the FY23-27 CIP. The second amendment included the following projects:

Project Number Project Name
2016-003 Potrero Interchange Phase 1 &2 Project
2019-013 Wastewater Master Plan
2019-018 PLC Upgrade Design
CD-01 Housing Code Updates
CD-05 Climate Action Plan
F-01 City Hall Landscaping and Painting
ISFB-05 Fire Station 66 HVAC
ISFB-06 Police Station HVAC
ISFB-11 VFW Roof
P-01 Stewart Park Splash Park
P-02 Rangel Park Splash Park
P-03 Nicklaus Park Splash Park
P-06 Sports Park Support Building for Leagues
P-07 Nicklaus Park Support Buildings for Leagues
P-08 Nicklaus Park Skate Park
P-11 Rangel Park Ball Field Lights, Electrical & Play
P-12 Playground Shade Covers Phase 2
P-13 Three Rings Ranch Park Improvements
P-16 Shadow Creek Park Playground Rehab
PS-01 New Police Station Feasibility Study
PS-08 PD Restroom Modular
R-03 Annual Slurry Seal 20/21
R-04 Annual Citywide Street Rehab 20/21
R-06 2021 Mid-Year Street Enhancement
R-08 Annual Citywide Street Rehab and Maintenance
21/22
R-09 Annual Citywide Street Rehab and Maintenance
21/22
R-10 Citywide Street Improvements 21/22

R-14 Annual Citywide Street Rehab and Maintenance
22/23
R-15 Annual Citywide Street Rehab and Maintenance
22/23
R-16 Citywide Street Improvements 22/23
R-18 Mid-Year Street Enhancement Program 22/23
R-24 2023 Citywide Street Rehabilitation and Maintenance

The Third Amendment to the FY19/20-FY23/24 CIP (Attachment B) consist of the following changes:

• R-13 Citywide Traffic Signal Upgrade – Project amended to include additional funding allocated from the City’s Traffic Signal DIF. On March 24, 2023, the City received bids for the construction of the Citywide Traffic Signal Upgrade at First Street and Beaumont Avenue. The cost for construction exceeded the existing budget by approximately $74,400. Additionally, City staff is pursing bids to install a protective/permissive left turn lane at Cougar Avenue and Beaumont Avenue.

The estimated cost of construction is ~$50,000.

Budget Change New Budget
$150,000 $124,400 $274,400

• 2017-009 Pennsylvania Avenue Widening – Project amended to include additional funding allocated from the City’s Traffic Signal DIF. City staff received an estimate for design and construction of a new traffic signal at First Street and Pennsylvania Avenue. City staff recommends including the new traffic signal as part of the construction scope for Pennsylvania Avenue Widening (2017-009) to reduce cost and time (Strategic Plan Level 3, Target 2, Goal).

Budget Change New Budget
$10,542,600 $430,000 $10,972,600

Fiscal Impact:

The estimated cost to prepare this staff report is $350. A budget amendment will be presented to formally appropriate the additional funds for the projects.

Recommended Action:

Hold a Public Hearing, and

Waive the full reading and approve by title only, "Resolution of the City Council of Beaumont Amending the Five-Year Capital Improvement Plan for Fiscal Years 2022/2023-2026/2027.”
Attachments:

A. Resolution CIP Amendment 3
B. FY2022/2023-2026/20277 Capital Improvement Plan
C. Public Notice

Staff Report

TO: City Council
FROM: Robert Vestal, Public Works Director
DATE November 21, 2023
SUBJECT: Offer of Dedication for First Street and Pennsylvania Avenue

Description A Resolution of the City of Beaumont Authorizing the Mayor to Accept the Offer of Dedication for the N/W Corner of First Street and Pennsylvania Avenue for Public Street and Highway Purposes.

Background and Analysis:

On April 18, 2023, the City Council approved the addition of traffic signals at the intersection of Pennsylvania Avenue and First Street associated with the Pennsylvania Avenue Widening Project. The addition of traffic signals requires the acquisition of right- of-way from the northeast corner property at the intersection of First Street and Pennsylvania Avenue. The property owners have offered the right -of-way to the City for a total fee of four thousand two hundred and eight dollars ($4,208). The proposed right - of-way dedication will allow the additional space needed for the construction and installation of new traffic signals on the N/W corner of Pennsylvania Avenue and First Street.

Figure 1 - Location Map

Fiscal Impact:

The cost to prepare this staff report is estimated to be $300. The cost for the acceptance of right-of-way is $4,208 based on the offer from the property owner and will be paid from CIP 2017-009.

2017-009 Pennsylvania Avenue Widening Project Accounting Summary Funding Summary
Funding Year Funding Source Amount
FY17/18 Road & Bridge DIF $650,000.00
FY17/18 Grant $24,600.00
FY19/20 TUMF $3,368,000.00
FY22/23 2022 Appropriation Bill (GRANT) $1,300,000.00
FY22/23 General Fund $4,000,000.00
FY22/23 Road & Bridge DIF $1,200,000.00
FY22/23 Traffic Signal DIF $430,000.00
FY23/24 Road & Bridge DIF $1,720,000.00
Total Project Funding = $12,692,600.00
Budget Summary
Project Component Budget Encumbered Paid to Date Remaining Budget
Project Management $22,538.00 ($22,537.44) ($22,537.44) $0.56 Preliminary Services $142,540.00 ($142,540.00) ($26,018.64) $0.00 Environmental $164,026.00 ($164,026.00) ($163,708.10) $0.00 Design $597,796.00 ($597,796.00) ($574,775.88) $0.00
Construction $9,715,268.00 ($9,050,688.86) ($5,969,911.20) $664,579.14 Construction Services $1,780,000.00 ($20,810.00) ($20,172.00) $1,759,190.00 Permits $270,432.00 ($192,102.00) ($191,191.53) $78,330.00 Equipment $0.00 $0.00 $0.00 $0.00
Project Summary Totals $12,692,600.00 ($10,190,500.30) ($6,968,314.79) $2,502,099.70

Recommended Action:

Waive the full reading and adopt by title only, “A Resolution of The City of Beaumont Authorizing the Mayor to Accept the Offer of Dedication for the N/W Corner of First Street and Pennsylvania Avenue for Public Street and Highway Purposes;” Approve the Certificate of Acceptance; and record the Offer of Dedication documents with the Riverside County Clerk Recorder’s Office.

Attachments:

A. Offer of Dedication Resolution
B. Certificate of Acceptance
C. Offer of Dedication
D. Offer Letter

1 RESOLUTION NO. _______

A RESOLUTION OF THE CITY OF BEAUMONT AUTHORIZING

THE MAYOR TO ACCEPT THE OFFER OF DEDICATION FOR

THE N/W CORNER OF FIRST STREET AND PENNSYLVANIA

AVENUE FOR PUBLIC STREET AND HIGHWAY PURPOSES
WHEREAS, The Satrap Family Trust, The Parvin Family Trust, and The 2003 A.R., LLC have executed a Formal Offer of Dedication to the City of Beaumont for Public Street and Highway purposes; and
WHEREAS, Government Code Section 27281 provides that instruments conveying an interest in real property to the City may not be recorded without a Certificate of Acceptance from the City Council; and
WHEREAS, Government Code Section 27281 also provides that the City Council may, by a resolution, authorize one or more officers to accept instruments conveying an interest in real property by executing a Certificate of Acceptance; and
WHEREAS, the City Council desires to delegate to the Mayor the authority to accept the within described real property interests on behalf of the City.

WHEREAS, a certificate of acceptance for accepting the aforementioned easement will be recorded with the Riverside County Clerk Recorder’s Office once the resolution is adopted by City Council; and
NOW, THEREFORE, BE IT RESOLVED, that the City of Beaumont does authorize accepting the offer of dedication for the N/W Corner of First Street and Pennsylvania Avenue for public street and highway purposes identified in Exhibit “A” attached hereto and made a part hereof by this reference:

Provision 1. Recordation of the aforementioned certificate of acceptance shall be executed by the Mayor and recorded with the Riverside County Clerk Recorder’s Office

MOVED, PASSED AND ADOPTED this 21st day of November 2023.

AYES:

NOES:

ABSTAIN:

ABSENT:

2 By: __________ Julio Martinez III, Mayor, City of Beaumont

ATTEST:

Elaine Morgan

CITY CLERK

By: _____________

When Recorded Return Original To:

City of Beaumont
c/o City Clerk
550 East 6th Street
Beaumont, CA 92223

NO RECORDING FEE REQUIRED PER GOVERNMENT CODE SECTION 27383

CERTIFICATE OF ACCEPTANCE OF GRANT DEED
(GOVERNMENT CODE SECTION 27281)

This is to certify that the interest in real property conveyed by that certain Street Dedication Deed dated on or about October 31, 2023 from Abbas Satrap and Fatemeh Zare Satrap, Trustees of The Satrap Family Trust Dated July 25, 1988, as to an undivided 1/3 interest; Dariush Parvin and Ann Elizabeth Parvin, Trustees of The Parvin Family Trust Dated September 30, 1997, as to an undivided 1/3 interest and The 2003 A.R., LLC, a California limited liability Company, as to an undivided 1/3 interest, as tenants in common, to THE CITY OF BEAUMONT, a general law city, is hereby accepted by the undersigned officer on behalf of THE CITY OF BEAUMONT pursuant to the authority conferred by action of the city council of THE CITY OF BEAUMONT on __________________, 2023, and the grantee consents to recordation thereof by its duly authorized officer.

___________________ ______________________________
Date Julio Martinez III,
Mayor, City of Beaumont, CA

September 26, 2023

The Satrap Family Trust
The Parvin Family Trust
The 2003 A.R., LLC
3908 Castlerock Rd.

Malibu, CA 90265

RE: The Satrap Family Trust
The Parvin Family Trust
The 2003 A.R., LLC
Vacant Land , Beaumont, CA 92223
APN: 418-250-008

Dear Property Owner,

The City of Beaumont proposes 263 Square Feet of easement in connection with the Pennsylvania Interchange & Widening project for street reconstruction. As a result of the project in the manner proposed, one permanent roadway easement is required on the subject property. It is located at the larger parcel’s Southeast corner.

It has been determined that the Project will require certain property interests of your property located at Vacant Land, Beaumont, CA 92223 bearing Riverside County Assessor Parcel Number (“APN”) 418-250-008 (“Property Interests”).

It is the policy of the City to acquire privately owned real property or an interest in privately owned real property, only when it is essential to do so and to make every reasonable effort to acquire the real property or interest therein through voluntary purchase. While the City has the power of eminent domain, condemnation has not been authorized with respect to the Property Interest as of this date.

California law requires that before making an offer for the acquisition of Property Interests for the Project, the City must: obtain an appraisal to determine the fair market value of the Property Interests being acquired; establish an amount which it believes to be Just Compensation for the Property Interests; and make an offer to the owner for an amount not less than the Just Compensation so determined. The City has, accordingly, had your Property appraised to determine its fair market value, as defined in California Code of Civil Procedure Section 1263.320.

It was appraised in accordance with commonly accepted appraisal standards and included consideration of the Highest and Best Use of the land, the land’s current use and any improvements located thereon. The appraisal has been completed and reviewed and has determined an amount which constitutes Just Compensation for the Property Interests.

The City hereby offers you the sum of $4,208.00 (FOUR THOUSAND TWO HUNDRED AND EIGHT DOLLARS and NO CENTS.) for the Property Interests. The enclosed Appraisal Waiver dated 07/03/2023 outlines the basis for this offer.

This offer is based on the assumption that the Property is free of contamination and require no remediation. If contamination is found, this offer will be subject to amendment. This is an offer to purchase the Property Interests, free of all liens and other encumbrances, except as may be agreed to by the City.

You may engage an appraiser licensed by the California Office of Real Estate Appraisers to provide you with an independent opinion of the value of the Property necessary for the Project. If you do so, the City will reimburse you a reasonable amount up to $5,000 for an appraisal performed by your certified appraiser. Please submit a copy of the invoice from your appraiser with your request for reimbursement.

California regulations provide that each Owner from whom the City purchases real property or each tenant owning improvements on said property, be provided with information relating to the acquisition procedures. This information has been provided to you and is referenced in the attached receipt checklist as “YOUR PROPERTY, YOUR TRANSPORTATION PROJECT.” In addition, if persons reside on or have businesses or belongings on said property, they may have potential relocation rights and benefits, which you should discuss with us.

I am available to meet with you and respond to any questions you may have relating to this offer.

I can be reached at (951) 769-8527 or [email protected].

If the City’s offer is acceptable, please have the appropriate person(s) sign the acceptance on the enclosed copy of this letter and return the signed copy to; ATTN: Kyle Warsinski, City of Beaumont, 550 E. 6th Street, Beaumont, CA 92223.

Sincerely,

Kyle Warsinski
City of Beaumont

12 RECORDING REQUESTED BY
WHEN RECORDED RETURN TO:

CITY OF BEAUMONT
550 E. 6th Street
Beaumont, CA 92223
FREE RECORDING:

This instrument is for the benefit of the City of
Beaumont and is entitled to be recorded without
fee or tax. (Govt. Code 6103, 27383 and Rev. &
Tax Code 11922).

APN: 418-250-008 Above Space for Recorder’s Use

STREET DEDICATON DEED
For a valuable consideration, receipt of which is hereby acknowledged, Abbas Satrap and Fatemeh Zare Satrap, Trustees of The Satrap Family Trust Dated July 25, 1988, as to an undivided 1/3 interest; Dariush Parvin and Ann Elizabeth Parvin, Trustees of The Parvin Family Trust Dated September 30, 1997, as to an undivided 1/3 interest and The 2003 A.R., LLC, a California limited liability Company, as to an undivided 1/3 interest, as tenants in common, (hereinafter “Grantor”), hereby GRANTS to the CITY OF BEAUMONT, a municipal corporation, (hereinafter “Grantee”), thereto, over, under, along and across all that real property situated in the City of Beaumont, County of Riverside, State of California, described as follows:

See exhibit “A” attached hereto and exhibit “B” attached for illustration purposes

SIGNATURE ON NEXT PAGE
Documentary Transfer Tax=$0

15 EXHIBIT “A” TO STREET DEDICATION DEED

LEGAL DESCRIPTION

16 EXHIBIT “B” TO STREET DEDICATION DEED

DEPICTION OF PORTION ACQUIRED

Staff Report

TO: City Council
FROM: Robert Vestal, Public Works Director
DATE November 21, 2023
SUBJECT: Performance Bond Exoneration

Description Performance bond exoneration for force main improvements associated with Tract Map No. 27971, sewer improvements associated with Tract Map No. 27971- 7, and offsite improvements associated with Parcel Map No. 37938.

Background and Analysis:

The City requires all developers to provide construction security for public improvements consisting of, but not limited to, street improvements, sewer improvements, storm drain improvements, and survey monumentation. After the improvements are constructed, City staff verifies that no liens have been filed, that the improvements are completed in accordance with the project’s conditions of approval, design standards, and City requirements, and that all punch list items have been addressed. Once verified, City Council may exonerate the construction security and accept a one-year maintenance security.

During the one-year maintenance period, the developer maintains all associated improvements. After the one-year term has elapsed, the developer may petition the City Council to accept the improvements into the publicly maintained system and exonerate the maintenance security.

The principals are requesting that the performance and payment bonds listed in Table No. 1 be exonerated and that the City Council accept the corresponding maintenance bond for a period not less than one year.

City staff has verified that the improvements were constructed in accordance with the project’s conditions of approval, design standards, and City requirements, and that all punch list items have been addressed.

Table No. 1 – Bond Summary
Project Performance
Bond
Number
Improvement File
Number
Maintenance
Bond
Number
Principal
Tract Map
No. 27971
1001053559 Force Main 3112 1001053559-
M
RSI
Communities
-California
LLC
Parcel Map
No. 27971-7
1154352 Sewer 3120A LICX1978526 RSI
Communities
Heartland
LLC
Parcel Map
No. 37938
LICX1203090 Offsite 3371A 5326004 Evergreen-
8th &
Highland
Springs, LLC

Therefore, City staff recommends that City Council accept the maintenance bonds and authorize City staff to issue a bond exoneration letter for the performance and payment bonds.

Fiscal Impact:

The cost of preparing the staff report is estimated to be $350. The principal maintains all associated improvements during the maintenance period. The City is not liable for public improvement maintenance until the public improvements are accepted into the City’s publicly maintained system.

Recommended Action:

Authorize City staff to issue a Bond Exoneration Letter for Performance and Payment Bonds and Accept Maintenance Bonds for (Project / Bond Number / Improvement / Maintenance Bond Number):
• Tract Map No. 27971/ 1001053559 / Force Main / 1001053559-M • Tract Map No. 27971-7/ 1154352 / Sewer / LICX1978526
• Parcel Map No. 37938/ LICX1203090 / Offsite / 5326004 Attachments:

A. PW2023-1015 - TR 27971 Force Main Bond-x Package
B. PW2023-0968 - TR 27971-7 Sewer Bond-x Package
C. PW2023-1068 - 8th St & Highland Springs Ave Off site Bond-x Package

City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
(951)769-8520
www.ci.beaumont.ca.us

BOND EXONERATION APPLICATION
Bond Type: Performance Maintenance Final Monument Inspection Other:________

1.Contact

2. Contact
City/State/Zip

5.-mail_________________________________________________________

3.Developer Name ______________________________________Phone____________ (If corporation or partnership application must include names of principal officers or partners)

4. Developer Address _____________________________________________________ City/St/Zip

5. Description of Bonds (including Bond Number, Tract Map/Application number, Lot number, and description of improvements covered):
________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________

6.CERTIFICATION OF ACCURACY AND COMPLETENESS: I hereby certify that to the best of my knowledge the information in this application and all attached answers and exhibits are true, complete, and correct.
________________________________________________________________________ Print Name and Sign Contact/Applicant Date

7. Contractor shall indemnify, defend, and hold harmless the City and its officers, officials, employees and volunteers from and against any and all liability, loss, damage, expense, costs (including without limitation costs and fees of litigation) of every nature arising out comply with any of its obligations for which this Bond exoneration is requested, except for such loss or damage which was caused by the active negligence of the City. ________________________________________________________________________ Print Name and Sign Contact/Applicant Date
Case No. ________________
Receipt No. ______________
Fee $____________________
Date Paid ________________
PW2023-1015
R01315573
3,484.434/20/2023
-M

8. Developer/Contractor has completed all the following items prior to requesting release or has included them in the application.

Remove and replace concrete and AC as needed where lifting.

Provide AC crack fill as needed. Crack fill/seal shall be hot asphaltic emulsion.

Provide Type II slurry coat for all road surfaces.

Restore/Verify pavement striping/markings.

Restore/Verify blue dots and signage as needed.

Clean and camera sewer. Provide report and video copy of camera survey.

Provide all final geotechnical reports.

Pro -of-Way.

Provide Landscape Architects Certification as required. ________________________________________________________________________ Print Name and Sign Contact/Applicant Date

[COMPANY NAME]

Punch List

Project Name: Olivewood Force Main

Tract No. 27971
Maintenance Bond PW2023-1015 Bond No. 1001053559-M Sewer Force Main Inspected By: Alex Stanko Page: 1 Date: 10-17-2023
Item
No. Description
Completed by
Construction
(Sign/Date)
Accepted by
(Sign/Date)
1 No items needed. Alex Stanko
10-17-2023
Alex Stanko
10-17-2023

[COMPANY NAME]

Punch List

Project Name: Public Sewer Improvements

Tract No. 27971-7
PW2023-0968 Bond No. 1154352
Inspected By: Jason Craghead Page: 1 of 1 Date: 2/9/2023 Item
No. Description
Completed by
Construction
(Sign/Date)
Accepted by
(Sign/Date)
1 Provide compaction reports for 27971-7
Sewer.

Jason Craghead
6/12/23
Jason Craghead
6/14/23

SITE LOCATION

LOCATION MAP
Know what's
R
29 SEP 2020
29 SEP 2020
10/7/2020
10/20/2020

Know what's
R
29 SEP 2020
10/7/2020
10/20/2020

Know what's
R
29 SEP 2020
10/7/2020
10/7/2020
10/7/2020 10/20/2020

Know what's
R
29 SEP 2020
10/7/2020
10/7/2020
10/20/2020

Know what's
R
29 SEP 2020
10/7/2020
10/7/2020
10/20/2020

29 SEP 2020
10/7/2020
10/7/2020
10/20/2020

City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
(951)769-8520
www.beaumontca.gov

BOND EXONERATION APPLICATION
Bond Type: Performance Maintenance Final Monument Inspection Other:________

1. Contact’s Name ________________________________________Phone___________

2. Contact’s Address _______________________________________________________ City/State/Zip

5.Contact’s E-mail_________________________________________________________

3. Developer Name ______________________________________Phone____________ (If corporation or partnership application must include names of principal officers or partners)

4. Developer Address _____________________________________________________

5. 6.CERTIFICATION OF ACCURACY AND COMPLETENESS: I hereby certify that to the best of my knowledge the information in this application and all attached answers and exhibits are true, complete, and correct.
________________________________________________________________________ Print Name and Sign – Contact/Applicant Date

7. Contractor shall indemnify, defend, and hold harmless the City and its officers, officials, employees and volunteers from and against any and all liability, loss, damage, expense, costs (including without limitation costs and fees of litigation) of every nature arising out of or in connection with contractor’s performance of work hereunder or its failure to comply with any of its obligations for which this Bond exoneration is requested, except for such loss or damage which was caused by the active negligence of the City. ________________________________________________________________________ Print Name and Sign – Contact/Applicant Date
Case No. ________________
Receipt No. ______________
Fee $____________________
Date Paid ________________
8 KAYTLIN FOX 602-567-7172
2390 E. CAMELBACK ROAD, SUITE 410, PHOENIX, AZ 85016
[email protected]
EVERGREEN-8TH & HIGHLAND SPRINGS, L.L.C.602-808-8600
2390 E. CAMELBACK ROAD, SUITE 410, PHOENIX, AZ 85016
City/St/Zip
Description of Bonds (including Bond Number, Tract Map/Application number, Lot number, and description of improvements covered):

________________________________________________________________________Performance Bond for Improvements CUP2020-0046, CUP 2020-0047, ________________________________________________________________________PW2020-0609 - LICX1203090 ________________________________________________________________________ 09/26/2023
09/26/2023
PW2023-1068
3,915.00
R01354798
10/4/2023

8. Developer/Contractor has completed all the following items prior to requesting release or has included them in the application.
Remove and replace concrete and AC as needed where lifting. Provide AC crack fill as needed. Crack fill/seal shall be hot asphaltic emulsion. Provide Type II slurry coat for all road surfaces.
Restore/Verify pavement striping/markings.
Restore/Verify blue dots and signage as needed.
Clean and camera sewer. Provide report and video copy of camera survey. Provide all final geotechnical reports.
Provide Engineers’ certification for line and grade within Right-of-Way. Provide Landscape Architects Certification as required. ________________________________________________________________________ Print Name and Sign – Contact/Applicant Date
09/26/2023

[COMPANY NAME]

Punch List

Project Name: Performance Bond for Improvements CUP2020-0046, CUP2020- 0047, PW2020-0609.

PW2023-1068 Bond No. LICX1203090
Inspected By: Jason Craghead Page: 1 of 1 Date: 10/4/23 Item
No. Description
Completed by
Construction
(Sign/Date)
Accepted by
(Sign/Date)

No Items at this time

COUNTY OF RIVERSIDE • TRANSPORTATION DEPARTMENT Printed on: July 19, 2021 at 11:25 AM PW 2020-0609 OFFSITE IMPROVEMENTS Engineer's Estimate
Project Number: PW2020-0609 Description: Improvements for 8th Street and North Highland Springs Avenue ITEM
NO.ITEM CODE ITEM UNIT

ESTIMATED

QUANTITY BID AMOUNT
1 377501 SLURRY SEAL SQYD 2,191.00 0.50 1,095.50
2 17302 MINOR CONCRETE (CROSS-GUTTER) (CRS 209) SQFT 284.24 6.00 1,705.44 3 17309 MINOR CONCRETE (TYPE 'D' CURB) (CRS 204) LF 33.21 5.00 166.05 4 17312 MINOR CONCRETE (COMMERCIAL DRIVEWAY) (CRS 207A) SQFT 1,240.80 10.00 12,408.00 5 731656 CURB RAMP DETECTIBLE WARNING SURFACE EA 5.00 500.00 2,500.00 6 390103 ASPHALT CONCRETE (TYPE B) TON 22.40 30.00 672.00 7 731521 MINOR CONCRETE (SIDEWALK) SQFT 3,040.66 4.00 12,162.64 8 260201 CLASS 2 AGGREGATE BASE CY 159.00 25.00 3,975.00 9 190101 ROADWAY EXCAVATION CY 25.30 20.00 506.00 10 17316 MINOR CONCRETE (CURB RAMP) EA 1.00 2,400.00 2,400.00 11 650014 18" RIENFORCED CONCRETE PIPE LF 17.00 90.00 1,530.00 12 681022 6" PLASTIC PIPE LF 80.00 14.00 1,120.00 13 860402 LIGHTING (CITY STREET) EA 2.00 2,000.00 4,000.00

SUBTOTAL
Items 1 - 13 44,240.63
"Words"

MOBILIZATION
14 999990 MOBILIZATION (ALL PREVIOUS ITEMS) [ @ 10% ] LS 1.00 4,424.06 4,424.06

CONTINGENCY
15 999994 CONTINGENCY [ @ 10% ] LS 1.00 4,866.47 4,866.47 GRAND TOTAL 53,531.16
"Words"
6/28/2021
Prepared by:
6/28/2021
Checked by:

FORTY-FOUR THOUSAND, TWO HUNDRED FORTY AND SIXTY-THREE CENTS

FIFTY-THREE THOUSAND, FIVE HUNDRED THIRTY ONE AND SIXTEEN CENTS Scott Hoffman
Bryan Nord, PE

Exterior Storm Structure
Interior Storm Structure-2
1 of 5

Interior Storm Structure-1
Manhole to Storm Structure
2 of 5

Rebar Installed-1
Rebar Installed-2
3 of 5

Rebar Installed-3
Rebar Installed-4
4 of 5

Rebar Installed-5
5 of 5

AS-BUILT
__________________1/19/22

Contact USA
Dial 811 or 800-422-4133

UNDERGROUND SERVICE ALERT
www.digalert.org/contact

D
HI
G
H
L
A
N
D

S
P
R
I
N
G
S

A
V
E
20,000 GAL

RE
G
U
L
A
R
1 2,000 GAL

D
I
E
S
EL

8 ,
0 0
0 GAL

PREMI U M
8TH STREET
PR
O
P
O
S
E
D
DU
T
C
H

B
R
O
S
95 0

S
F

Contact USA
Dial 811 or 800-422-4133

UNDERGROUND SERVICE ALERT
www.digalert.org/contact

D
HI
G
H
L
A
N
D

S
P
R
I
N
G
S

A
V
E
20,000 GAL

RE
G
U
L
A
R
1 2,000 GAL

D
I
E
S
E
L
8 ,
0 0
0 GA
L

PREMIU M
8TH STREET
PR
O
P
O
S
E
D
DU
T
C
H

B
R
O
S
95 0

S
F
Contact USA
Dial 811 or 800-422-4133

UNDERGROUND SERVICE ALERT
www.digalert.org/contact

Contact USA
Dial 811 or 800-422-4133

UNDERGROUND SERVICE ALERT
www.digalert.org/contact

D
HI
G
H
L
A
N
D

S
P
R
I
N
G
S

A
V
E
20,000 GAL
R
E
G
U
L
A
R
1 2,000 GAL

D
I
E
S
EL

8 ,
0 0
0 GAL

PREMIU M
8TH STREET
PR
O
P
O
S
E
D
DU
T
C
H

B
R
O
S
95 0

S
F

Contact USA
Dial 811 or 800-422-4133

UNDERGROUND SERVICE ALERT
www.digalert.org/contact

D
HI
G
H
L
A
N
D

S
P
R
I
N
G
S

A
V
E
20,000 GAL

RE
G
U
L
A
R
1 2,000 GAL

D
I
E
S
E
L
8 ,
0 0
0 GA
L

PREMIU M
8TH STREET
PR
O
P
O
S
E
D
DU
T
C
H

B
R
O
S
95 0

S
F
Contact USA
Dial 811 or 800-422-4133

UNDERGROUND SERVICE ALERT
www.digalert.org/contact

S89°50'33"W 183.06'S89°52'12"W 140.78'
N0
0 °
0 7
'
4 0
"
W

2 5
1 .
2 7
'
N89°10'30"E 148.51'S
3 2
°
0 5
'
3 1
"
E

2 3
.
4 6
'
S0
0 °
4 3
'
3 9
"
E

3 9
.
3 0
'
N00°07'40"W

10.17'
R =9 5 6 .8 7 '
L =1 6 0 .6 9 'Δ =9 °3 7 '2 0 "
N89°10'30"E 130.68'
R
=
3 0
.0
0 '
L=47.17'
Δ
=
9 0
°
0 5
'
5 1
"
S0
0 °
0 8
'
4 5
"
E

4 5
.
1 8
'
S0
0 °
5 0
'
4 3
"
E

4 0
.
1 1
'
R=20.00'
L=26.37' Δ=75°33'21"
S00°08'45"E

19.13'
S0
0 °
0 7
'
4 0
"
E

2 2
1 .
6 2
'
S0
0 °
5 0
'
4 3
"
E

1 5
0 .
0 2
'
S0
0 °
5 0
'
4 3
"
E

1 6
9 .
2 1
'
S89°51'16"W

15.00'
R =9 4 9 .9 2 '
L =1 6 0 .8 3 'Δ =9 °4 2 '0 4 "
D
1 8TH STREET
HI
G
H
L
A
N
D

S
P
R
I
N
G
S

A
V
E
℄
℄
10+00
11+00
12+00 13+00
13 +
5 5
10 +
0 0
11 +
0 0
12 +
0 0
13 +
0 0
(32.3')
(
3 5
.
0 '
)
(
4 0
.
0 '
)
5 0
.
0 '
10 .
0 '
260
0 25
9 9
260
1 26
0 2
26 0
3 2599
2 5
9 7
259
7 259
6 25
9 4
25 9
5 25
9 6
25 9
7 25
9 8
25 9
6 25
9 6
2 5
9 7
2 5
9 7
2 6
0 0
259
8 2
5 9
9 2
5 9
8 1.2%
1 .
0 %

1. 2
%

4. 8
%

4.4%

2.2%

5. 8
%

2. 2
%

1.0%

1.5%

6. 3
%

2. 4
%

1. 3
%
1 .
0 %

0.6%
2 5
9 7
3 1

1. 9
%
1 .
9 %
////
/
/
//
//
//
S89°50'33"W 183.06'S89°52'12"W 140.78'
N0
0 °
0 7
'
4 0
"
W

2 5
1 .
2 7
'
N89°10'30"E 148.51'S
3 2
°
0 5
'
3 1
"
E

2 3
.
4 6
'
S0
0 °
4 3
'
3 9
"
E

3 9
.
3 0
'
N00°07'40"W

10.17'
R =9 5 6 .8 7 '
L =1 6 0 .6 9 'Δ =9 °3 7 '2 0 "
N89°10'30"E 130.68'
R
=
3 0
.0
0 '
L=47.17'
Δ
=
9 0
°
0 5
'
5 1
"
S0
0 °
0 8
'
4 5
"
E

4 5
.
1 8
'
S0
0 °
5 0
'
4 3
"
E

4 0
.
1 1
'
R=20.00'
L=26.37' Δ=75°33'21"
S00°08'45"E

19.13'
S0
0 °
0 7
'
4 0
"
E

2 2
1 .
6 2
'
S0
0 °
5 0
'
4 3
"
E

1 5
0 .
0 2
'
S0
0 °
5 0
'
4 3
"
E

1 6
9 .
2 1
'
S89°51'16"W

15.00'
R =9 4 9 .9 2 '
L =1 6 0 .8 3 'Δ =9 °4 2 '0 4 "

FOR PUBLIC IMPROVEMENTS
SEE SHEET 5

FOR PUBLIC IMPROVEMENTS
SEE SHEET 5

PROTECT IN PLACE

EXISTING MONUMENT SIGN
10' DEDICATION
PER PM 37938

RELOCATED WATER
AIR VAC. SEE SHEET 5

RELOCATED UTILITY
APPURTENANCE SEE SHEET 5

16.76 LF OF 18" RCP
@ 1.0% N89° 51' 16"E
EX. 6" CURB & GUTTER
EX. 6" WATER MAIN
PER W.O. 82-082
EX. 6" CURB
& GUTTER
EX. 6"

WATER MAIN
EX. 8"

SEWER MAIN
EX. 6" CURB
EX. 6" CURB
EX. FENCE
EX. R/W
PROP. R/WEX. R/W
PROP. R/W

EX UTILITY EASEMENT

TO BE QUITCLAIMED PER

SEPARATE INSTRUMENT

EXISTING R/W

PROTECT IN PLACE EXISTING

POWER POLE AND GUY WIRES

EXISTING RCFC&WCD CURB
INLET PER DWG 5-147 TYP.

EXISTING RCFC&WCD DRAINAGE
CULVERT PER DWG 5-147

EXISTING RCFC&WCD DRAINAGE
CULVERT PER DWG 5-147

EXISTING RCFC&WCD DRAINAGE
CULVERT PER DWG 5-147

EX PUBLIC ROAD DEDICATION
PER INSTRUMENT NO. 138162

CUT/FILL LINE
SDMH - RIM: 2597.0
INVERT IN: 2589.37
INVERT OUT: 2589.27

15.45 LF OF 6" PVC
@ 18.3% N89° 51' 16"E
RIM: 2595.0
IE: 2592.2
6 5
54 .
7 '

28.0'83.5'
68 .
9 '
PAD 2598.28
EG 2600.75
FL 2599.09
FL 2598.13
FL 2596.85
FL 2595.83 FL 2594.55
FL 2593.34
FL 2594.44
FL 2597.35
FG 2597.95
FG 2598.23
FG 2597.35
FG 2597.49
FG 2597.12
FG 2596.42
FG 2597.11
FG 2595.05
FG 2597.00
FG 2595.05
FG 2595.44
FG 2597.00
FG 2596.09
FG 2597.00
FG 2597.00
EG 2598.92
EG 2597.35
EG 2595.78 EG 2595.68 EG 2595.20
EG 2600.95
EG 2600.34
EG 2603.79
FG 2601.97
FG 2601.50 FG 2600.50
FG 2599.58
FG 2597.83
FG 2597.82
FG 2597.00
FG 2597.00
FG 2597.00
FG 2600.84
FG 2598.16

LIMIT OF CATCH BASIN
CURB OPENING (TYP.)
25 9
9 EX. 6" CURB & GUTTER
17 .
9 %
STREET LIGHT PEDESTAL.

SEE SHEETS 7-9.
(26
0 0
)
(26
0 1
)
(26
0 2
)
(2
6 0
0 )
(
2 6
0 1
)
(2596
)(259
7 )
(259
8 )
(2
5 9
9 )
(2600)
(25
9 8
)
(2599)
(2601)
(26
0 1
)
(26
0 2
)
(
2 5
9 5
)
(2600)
(
2 5
9 6
)
(
2 5
9 7
)
(
2 5
9 8
)
(
2 5
9 9
)
2 0.8%
TR
1 .
9 %
FL 2596.25
FL 2597.00

1.1%
11 .
5 '
12 .
7 '

SEDIMENT TRAP
TOP: 2597.00
BOTTOM: 2594.00

1.6%
FG 2596.54
FG 2596.49
259
8 25
9 5

9. 0
'
1 25
9 6
259
7 33
.
3 %
BO
T
T
O
M

O
F

S
E
D
I
M
E
N
T

T
R
A
P

2 5
9 3
.
0 7
45° BEND
90° BEND45° BEND

48.48 LF OF 6" PVC
@ 0.5% N44° 51' 16"E

48.58 LF OF 6" PVC
@ 0.5% N0° 08' 44"W
130.29 LF OF 6" PVC
@ 0.5% N89° 51' 16"E

17.84 LF OF 6" PVC
@ 0.5% N44° 51' 16"E
RIM: 2595.0
IE: 2593.5 6

30.6'
TR

SLOPE PER PL
A
N
3:
1 M
A
X

SLOPE PER P
L
A
N
2' BENCH
EX. GRADE

FLOWLINE PER PLAN
EX.

PL
MATCH

EG AT PL

SLOPE PER PLAN
3:1 M
A
X
3:
1 M
A
X

BOTTOM OF
TRAP = 2594.00
EX. GRADE2' BENCH
PROTECT-IN-PLACE EX. FENCE
EX.

PL
TOP OF
TRAP: 2597.00

9.0'

9.0'
3:1 M
A
X
3:
1 M
A
X

SLOPE PER
P
L
A
N

BOTTOM OF
TRAP = 2593.07
℄LIMITS
OF PAD
EX. GRADE
PAD=2598.28
EX. CURB AND
GUTTER

40.0'
N HIGHLAND SPRINGS AVE.

PROP.

R/W
EX.

R/W

15.0'HP

2.0%
MAX
LIMITS
OF PAD
PAD=2598.28
EX. GRADE
2:1 MAX

EARTHEN SWALE

SLOPE PER PLAN
SLOPE

PER PLAN
℄
EX.

R/W
PROP.

R/W
EX. GRADE
EX. CURB AND
GUTTER
HP

40.0'
E 8TH ST.

10.0'

2.0%
MAX
4 EX. RCFC&WCD CURB

INLET AND DRAINAGE
CULVERT PER DWG 5-147

NORTH HIGHLAND
SPRINGS AVE.

8.5' X 6' DRAINAGE

CULVERT
FL INV: (2588.1±)
18" RCP
INV IN: 2589.1
FG
EG/RIM: (2596.75)
6" SDR-35 PVC
INV: 2589.37

SEE PLAN FOR

CONTINUATION
5RIM = 2597.0 EG

16.76 LF OF 1
8 "

R
C
P

@

1 %
Q100 = 1.5 CF
S
;

V

=

0 .
8 5

F
P
S
PROP.

R/W
EX.

R/W
HP
WSE: (2591.980)
WSE: 2591.984

2.0%
MAX
18" RCP
INV: 2589.27 13.3'

TO BE PRIVATELY

OWNED AND

MAINTAINED
78 DATEBRYAN NORD
R.C.E.

No. 87326

S H E E T
1 WDID#: 8 33C393742
05-12-2021

ROUGH GRADING PLAN
4 0

GRAPHIC SCALE IN FEET
20 10 20 40
NORTH

SITE PREPARATION SHOULD BE IN ACCORDANCE WITH GEOTECHNICAL INVESTIGATION

GRADING NOTES

B SECTION B

A SECTION A

C SECTION C

D SECTION D E SECTION E
CONSTRUCT SEDIMENT TRAP PER CASQA DETAIL SE-31
CONNECT 18" RCP TO CATCH BASIN. SEE DETAIL 1 HEREON.2

BUILDING PAD IN ACCORDANCE WITH GEOTECHNICAL REPORT
NO. 3-220-0008 BY SALEM ENGINEERING GROUP, DATED
JANUARY 31, 2020.
3 CONSTRUCT STORM DRAIN CONNECTION PER RCFC&WCD STD.

DWG. NO. JS228 - JUNCTION STRUCTURE NO. 3
4 JENSEN PRECAST 36-INCH INNER DIAMETER STORM DRAIN
MANHOLE.
5 OVEREXCAVATION NOTES
OVEREXCAVATE AND RECOMPACT 4 FEET BELOW EXISTING GRADE
OR 2 FEET BELOW PROPOSED FOOTING BOTTOM, WHICHEVER IS
GREATER. LIMITS OF OVEREXCAVATION AND RECOMPACTION SHALL EXTEND 5 FEET LATERALLY BEYOND LIMITS OF OUTER EDGES OF PROPOSED FOOTINGS.

BOTTOM OF PAD EXCAVATION = 2593.0
REFERENCE GEOTECHNICAL REPORT NO. 3-220-0008 BY SALEM ENGINEERING GROUP, DATED JANUARY 31,2020 FOR FURTHER OVEREXCAVATION AND RECOMPACTION INSTRUCTIONS.
1 1 DETAIL 1

CBC NOTES

1.“THE TOP OF ANY EXTERIOR FOUNDATION SHALL EXTEND ABOVE THE

ELEVATION OF STREET GUTTER AT POINT OF DISCHARGE OR THE INLET OF AN APPROVED DRAINAGE DEVICE A MINIMUM OF 12” PLUS 2%.” [CBC 1808.7.4]

2."THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATIONS SHALL

BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN ONE-UNIT VERTICAL IN 20 UNITS HORIZONTAL (5%-SLOPE) FOR A MINIMUM DISTANCE OF 10' MEASURED PERPENDICULAR TO THE FACE OF THE WALL. IF PHYSICAL OBSTRUCTIONS OR LOT LINES PROHIBIT 10' OF HORIZONTAL DISTANCE, A 5% SLOPE SHALL BE PROVIDED TO AN

APPROVED ALTERNATIVE METHOD OF DIVERTING WATER AWAY FROM THE FOUNDATION. SWALES USED FOR THIS PURPOSE SHALL BE
SLOPED A MINIMUM OF 2% WHERE LOCATED WITHIN 10' OF THE
BUILDING FOUNDATION. IMPERVIOUS SURFACES WITHIN 10' OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2% AWAY FROM THE BUILDING." [CBC 1804.4]

EXISTING PROPERTY LINE / R/W

PROPOSED PROPERTY LINE / R/W

CENTERLINE

PROPOSED STORM DRAIN

EXISTING CONTOUR

PROPOSED CONTOUR

GRADE BREAK

CUT/FILL (DAYLIGHT) LINE

PROPOSED SPOT ELEVATION

EXISTING SPOT ELEVATION

PROPOSED SLOPE

EXISTING SLOPE
(XXXX)
XXXX
FS XXX.XX
X.XX%
(X.XX%)
FS (XXX.XX)
GB GB
//
LEGEND
6" PVC OVERFLOW RISER. RIM PER PLAN. CONTRACTOR TO
INSTALL NDS ATRIUM DRAIN PART NO. 80 AT RIM ELEVATION
6 ENGINEERING NOTES

1.UTILITIES ARE SHOWN FOR COORDINATION PURPOSE ONLY. REFER TO

FRANCHISE UTILITY APPROVALS FOR DETAILS REGARDING ELECTRICAL, CATV, AND NATURAL GAS.

SETTLING ZONE / SEDIMENT STORAGE VOLUME REQUIRED

AREA (SF)
CASQA SE-3

SETTLING VOLUME
(CY/AC)
CASQA SE-3

STORAGE VOLUME
(CY/AC)

VOLUME REQUIRED (CF)VOLUME PROVIDED (CF) PONDING DEPTH (FT)INFILTRATION RATE (IN/HR)DRAW DOWN TIME (HR)
PARCEL 1 47,342 67 33 2934 3103 1.93 0.39 59
PARCEL 2 36,701 67 33 2275 2532 2.25 0.39 69

SEDIMENT TRAP SIZING CALCULATION
INSTALL 18" RCP 1350-D, CLASS III, WITH BELL AND SPIGOT WATER TIGHT CONNECTIONS. TRENCHING AND BEDDING PER
RCFC & WCD STD DWG M815 PER 'RCP PAY LINE NORMAL

CONDITION'
7 RCFC PLAN CHECK COMMENTSSP 9/13/21

INSTALL RED VALVE TIDE FLEX 'CHECKMATE' INLINE CHECK
VALVE. 10" INSIDE DIAMETER WITH UPSTREAM CLAMP
8

N89°10'30"E 130.67'
S5
7 °
0 4
'
0 3
"
E

3 6
.
0 8
'
R =9 6 0 .0 0 '
L =1 6 0 .7 1'Δ =9 °3 5 '2 9 "
N89°10'30"E 130.67'
R
=
3 0
.0
0 '
L=
4 7.1
7'
Δ
=
9 0
°
0 5
'
5 1
"
S0
0 °
0 7
'
4 0
"
E

4 5
.
3 1
'
R =9 5 0 .0 0 '
L =1 6 0 .8 5 'Δ =9 °4 2 '0 4 "
TC (2602.62)
FL (2602.12)
TC (2602.53)
FL (2602.03)
TC (2602.41)
FL (2601.91)
TC (2602.22)
FL (2601.72)
TC (2602.05)
FL (2601.55)
TC (2601.82)
FL (2601.32)
TC (2601.39)
FL (2600.89)
TC (2600.58)
FL (2600.08)
TC (2600.70)
FL (2600.20)
TC (2600.81)
FL (2600.31)
TC (2601.00)
FL (2600.50)
TC (2601.15)
FL (2600.65)
TC (2601.35)
FL (2600.85)
TC\FS 2601.66
TC 2601.78
FS 2601.28
TC 2601.16
FS 2600.66
TC 2601.18
FS 2600.68
TC 2601.79
FS 2601.29
TC 2601.78
FS 2601.28
FS (2602.78)
FS 2602.11
FS 2601.99
FS 2601.81
FS 2601.63
FS 2601.45
FS 2601.69
FS 2601.24
FS 2601.30
FS 2601.01
FS (2600.15)FS 2600.28FS 2600.39
FS 2600.58
FS 2600.78
FS 2600.93
FS (2600.94)
FS (2601.01)
FS (2600.94)FS (2600.76)
FS (2600.62)
FS (2600.55)
FS 2601.72
FG 2601.14 FG 2601.02 FG 2600.83 FG 2600.68 FG 2600.58
FG 2602.33
FG 2602.68
FG 2603.06
FG 2603.42
FG (2603.79)

15.6'

15.0 '
R15
.
0 '
R
1 5
.
0 '
R25.0
'
R25.0'
R
2 .
5 '
R
3 .
0 '
R3.0'

6. 0
'
TC\FS 2601.25
FS 2601.20
6 .
0 '

3. 0
'
1 .
5 %

0.9 %

1. 2
%

1. 5
%

1. 5
%

5.4 %
6 .
3 %
7 7
9 8 10
6 5
5 1
1 1

EX ROAD EASEMENT PER
INSTRUMENT NO. 85601
1 0
.
0 '
(3
2 .
0 '
)
EX. UTILITY EASEMENT PER INSTRUMENT
NO. 104649 TO BE QUITCLAIMED PER

SEPARATE INSTRUMENT
11 12

35.0'
TC 2601.49
FS 2600.99

DRIVEWAY

CENTERLINE
10" VCP SEWER
PER W.O.82-082
EXISTING 12"

WATER MAIN
PER W.O. 82-082
11+00
12+00
13+00
E 8TH STREET
PR. ROW
EX. ROW
PR. ROW
EX. ROW
C/L
START
END

FOR PRIVATE GRADING
SEE SHEET 4
C/L
17 17 17
17 17 17
16 24
24 FS 2599.41
FS (2599.88)

3. 5
%
25 EXISTING 6" CURB

AND GUTTER

2. 1
%

2. 1
%
27 FS 2601.78

CONTRACTOR TO REMOVE STRIPING
PRIOR TO SLURRY SEAL.

CONTRACTOR TO REAPPLY STRIPING
IN PLACE. CONTRACTOR TO

COORDINATE WITH BEAUMONT PUBLIC

WORKS DEPARTMENT FOR STRIPING
APPLICATION REQUIREMENTS.
(2601)
(2602
)
(2601)
(2600)
'PARCEL A' PER PM ___
S5
7 °
0 4
'
0 3
"
E

3 6
.
0 8
'
S00°43'39"E 39.44'
R =3 0 .0 0 '

7.1 7'Δ =9 0 °0 5 '5 1 "
S00°50'43"E 40.11'
R=20.00'
L=26.36' Δ=75°31'18"
S00°50'43"E 150.07'
S00°50'43"E 169.25'
DD
TC (2599.37)
FL (2598.87)
TC (2598.99)
FL (2598.49)
TC (2597.26)
FL (2596.76)
TC (2596.59)
FL (2596.09)
TC (2596.29)
FL (2595.79)
TC (2594.89)
FL (2594.39)
TC (2594.76)
FL (2594.26)
FS (2599.00)FS (2598.60)
FS (2596.90)FS 2596.17 FS 2595.72
FS 2596.10
FS 2596.01 FS 2594.82FS 2594.91
FS 2594.37
FS (2594.74)
FS 2595.86
TC\FS 2595.94
FS 2594.72
TC\FS 2594.83
FS (2593.96)
FS (2594.08)FS (2595.37)
FS (2595.29)

6. 0
'

6. 0
'

35.0'
R15
.
0 '
R
1 5
.
0 '
FS 2595.97
FS 2594.70

3. 0
'

1. 5
%

1. 5
%

1. 2
%

4. 9
%
77 5
6 10
1 11

EX ROAD EASEMENT PER
INSTRUMENT NO. 85601
TC 2595.91 TC 2594.79
(3
2 .
4 '
)
EXISTING 8" SEWER
PER DWG BEAU-406
EXISTING 6"

WATER MAIN

EXISTING RCFC&WCD CURB
INLET PER DWG 5-147

EXISTING RCFC&WCD

DRAINAGE CULVERT
PER DWG 5-147
10+00 11+00 12+00 13+00

N HIGHLAND SPRINGS AVE
ROW
ROW
ROW

C/LC/L C/L
START
END
PRIVATE GRADING SEE SHEET 4

SEWER WYE CONNECTION
IE 8" IN (2583.9±)
IE 6" IN 2583.98
IE 8" OUT (2583.9±)

SEWER CAP AND

CLEAN OUT
IE 6" OUT 2584.25
15 14
54 L
F

O
F

6 "

S
D
R
-
3 5

P
V
C
@
0 .
5 0
%
,

S
8 9
°
5 1
'
1 6
"
W

1. 5
%
19 20
22 START 18 END
21 2.0' MIN.

2. 0
'
MI
N
.

8. 0
'

20.0'

2. 0
'
MI
N
.
18 24
24 24
FS 2599.41
FS
2 5
9 9
.
3 6
FS (2599.88)
FS (2599.95)
TC\FS 2599.07
TC\F
S

2 5
9 8
.
8 9
FS 2599.52
FS 2599.67
FS 2599.57
FS
2 5
9 9
.
4 3
1 .
4 %

1.6 %

1.7 %

3.5 %

2.7 %
1 .
4 %
5 .
7 %
FS (2599.52)
FS (2598.42)
FS (2599.64)
FS 2599.60
TC (2600.45)
FL (2599.95)
FS 2
5 9
9 .
0 9
FS 2
5 9
9 .
0 3
FS

2 5
9 9
.
0 8
FS

2 5
9 9
.
1 9
FS 2599.27
FS 2599.33
FS (2599.40)
FS (2599.68)
FS (2599.22)
FS (2598.56)
FS (2598.76)
FS (2599.66)
FS (2599.52)
26 23TYP
FS (2599.04)
FS (2599.24)

2. 6
%

6. 0
%
9 T-GRIND 12" PAST SAWCUT
LINE. EXISTING PAVEMENT
TO BE MILLED TO A 0.1'
MINIUMUM (TYP.)

CONTRACTOR TO REMOVE STRIPING
PRIOR TO SLURRY SEAL.

CONTRACTOR TO REAPPLY STRIPING
IN PLACE. CONTRACTOR TO

COORDINATE WITH BEAUMONT PUBLIC

WORKS DEPARTMENT FOR STRIPING
APPLICATION REQUIREMENTS.
27 44.1'

13.7'
13 (25
9 5
)
(2
6 0
0 )
(259
6 )
(25
9 7
)
(25
9 8
)
(259
9 )
(
2 6
0 0
)
'PARCEL B' PER PM ___

EXISTING RCFC&WCD

DRAINAGE CULVERT
PER DWG 5-147
9 UTILITY CROSSING:

BOTTOM SD CULVERT = (2585.5±)
TOP SS = 2574.6
UTILITY CROSSING:

BOTTOM SD CULVERT = (2585.5±)
TOP SS = 2574.7

EXISTING RCFC&WCD

DRAINAGE CULVERT
PER DWG 5-147
REFERENCE SHEET 4

FOR STORM DRAIN CONNECTION

DATEBRYAN NORD
R.C.E.

No. 87326

S H E E T
1 PUBLIC IMPROVEMENTS
5 E 8TH STREET PUBLIC IMPROVEMENTS
SCALE: 1"=10'

N HIGHLAND SPRINGS AVE PUBLIC IMPROVEMENTS
SCALE: 1"=10'

CONSTRUCTION NOTESLEGEND

COMMERCIAL DRIVEWAY
8" PCC CLASS "2" CONCRETE PER
COUNTY OF RIVERSIDE STD. NO. 207A

SIDEWALK
4" PCC CLASS "B" CONCRETE PER
COUNTY OF RIVERSIDE STD. NO. 401

ROW / PROPERTY BOUNDARY
C/L

Z SAWCUT LINE

FULL DEPTH ASPHALT REPLACEMENT

MATCH IN KIND

DEMO NOTES
0 GRAPHIC SCALE IN FEET
10 5 10 20
NORTH
0 GRAPHIC SCALE IN FEET
10 5 10 20
NO
R
T
H
CRACK FILL AND SLURRY COAT.

STORM DRAIN CONNECTION
REFERENCE SHEET 4 - ROUGH GRADING PLAN

DEMOLISH AND REMOVE EXISTING CURB AND
GUTTER
1 CONSTRUCT COMMERCIAL DRIVEWAY PER
COUNTY OF RIVERSIDE STD. NO. 207A
5 CONSTRUCT 6" TYPE D CURB PER COUNTY OF
RIVERSIDE STD. NO. 204
6 CONSTRUCT SIDEWALK PER COUNTY OF
RIVERSIDE STD. NO. 401
7 CONSTRUCT CROSSGUTTER PER COUNTY OF
RIVERSIDE STD. NO. 209
8 3' FULL DEPTH AC SLOT PATCH. MATCH IN KIND9
SAWCUT EXIST. PAVEMENT10

REMOVE AND REPLACE EXISTING WATER AIR VAC

PER SEPARATE PERMIT
11 EXIST. UTILITY APPURTENANCE TO BE RELOCATED12
RELOCATE SPEED LIMIT SIGN13
CONSTRUCT 6" SEWER LATERAL CONNECTION
PER COUNTY OF RIVERSIDE STD. NO. 600
14 SEWER CONTINUATION PER SEPARATE PERMIT.

SEWER CLEANOUT PER EMWD STD DWG SB-52
15 PROPOSED WATER SERVICE PER SEPARATE
PERMIT
16 WATER CAP. PER SEPARATE PERMIT17

PAINT CURB RED PER RTA BUS STOP GUIDELINES
FIGURE 18, SEE DETAIL A SHEET 2
18 INSTALL RIVERSIDE TRANSIT AGENCY BUS STOP
SIGN PER RTA BUS STOP GUIDELINES FIGURE 17,
SEE DETAIL B SHEET 2
19 INSTALL 2' X 6' BUS BENCH PER RTA BUS STOP
GUIDELINES FIGURE 19, SEE DETAIL C SHEET 2
20 INSTALL RIVERSIDE TRANSIT AGENCY BUS

SHELTER PER RTA BUS STOP GUIDELINES FIGURE
18, SEE DETAIL A SHEET 2
21 INSTALL MUTCD R7-1 "NO PARKING" SIGN WITH

RIGHT ARROW PER RTA BUS STOP GUIDELINES
FIGURE 18, SEE DETAIL A SHEET 2
22 12" WHITE PAVEMENT MARKING, MATCH IN KIND23

DETECTABLE WARNING STRIP PER COUNTY OF
RIVERSIDE STD. NO. 403
24 8TH STREET HALF-WIDTH IMPROVEMENT NOT
REQUIRED IF COMPLETED BY NORTH DEVELOPER.

DEVELOPER/CONTRACTOR TO COORDINATE WITH
CITY AND DEVELOPER ON NORTH SIDE OF 8TH
STREET.
25 ADJUST ELECTRICAL BOXES LID TO GRADE26
STREET LIGHT. SEE SHEET 6 - LIGHTING PLAN FOR
SPECIFICATIONS.
27 GENERAL NOTES

1.CONTRACTOR MUST START AT DOWNSTREAM

MOST CONNECTION WHEN INSTALLING SEWER
AND STORM DRAIN. CONTRACTOR TO NOTIFY

THE ENGINEER OF RECORD IMMEDIATELY

SHOULD ANY DISCREPANCIES BETWEEN THE

PLANS AND ON SITE CONDITIONS BE
DISCOVERED.
-(E)Steel pipe in street (either 10"or 12")
-Need welded tee installed
-Line in needs to be outside of the driveway
-Assumed approximately a 65psi static water pressure
-Tee needs (3)valves around for installation
-Need to order flow test for confirmation on pressures
-Somewhere in 8th Street water line converts from 10"to 12" -Need to separate each parcel into its own water connection in the street -Engineer needs to determine off of the flow test and water usage value of each tenant,what the requirements for water lines are.
-Any fire riser is a minimum of 4"(typically),65psi static is on the low side of pressure...might need a larger fire riser pipe.
-Contact Beaumont water district for obtaining a flow test (mark from the city is supposed to forward information on how to order this)
-Civil Engineer is required to submit plans to the city/water department for their approval.Water Department will NOT design plans for water connection. -KIMLEY HORN NEEDS TO PREPARE FINAL PLANS.THESE NOTES ARE

FOR REFERENCE ONLY AND FOR GC TO REVISE PRICING TO PREPARE AN ALLOWANCE FOR THE CONTRACT SUM.

Relocate 8" diameter
blowoff pipe to 24"
beyond the edge of the
sidewalk
Relocate 2" air-vac line
to 2' outside of the new
sidewalk.

Assume 6"tap at main w/
valves (Qty 3);
6"DIP service from main to
meters;
(1)4"fire line service stub;
(1)1"domestic w.m.stub;
(1)3/4"irr.w.m.stub
Assume 6"tap at main w/
valves (Qty 3);
6"DIP service from main to
meters;
(1)4"fire line service stub;
(1)1"domestic w.m.stub;
(1)3/4"irr.w.m.stub
Delete single tap
to water main

LEGEND
BY MARK APPR.DATE

ENGINEER CITY

DESCRIPTION
DATEJOHN POLLOCK , R.C.E. NO. 86160, EXP 12/31/2022 1045933 1/20/22
SP
SRH
JP

AS SHOWN
SRH SHIFT EASTERN CONNECTION TO MAIN 8' EAST

WATER GENERAL NOTES

ABBREVIATIONS

BEAUMONT-CHERRY VALLEY WATER DISTRICT
“
”
”
”
“
”
“”

WATER GENERAL NOTES

APPLICANT'S ENGINEER CERTIFICATE

DISTRICT ENGINEER'S CERTIFICATE

NOTICE TO CONTRACTOR

GENERAL CONSTRUCTION NOTES

PROJECT
SITE
10 NORTH

VICINITY MAP

SHEET LIST TABLE

SHEET NUMBER SHEET TITLE
1/21/2022

DOMESTIC WATER

FIRE WATER

IRRIGATION WATER

20,000 GAL

R
E
G
U
L
A
R
1 2,000 GAL

D
I
E
S
E
L

8 ,0
0 0

GAL

PREMI UM
CL
E
A
N

A
I
R
/
VA
N
P
O
O
L
/
E
V
FU
T
U
R
E

E
V
S
E
CL
E
A
N

A
I
R
/
VA
N
P
O
O
L
/
E
V
FU
T
U
R
E

E
V
S
E
CL
E
A
N

A
I
R
/
VA
N
P
O
O
L
/
E
V
AI
R

/

W
A
T
E
R
CL
E
A
N

A
I
R
/
VA
N
P
O
O
L
/
E
V
CL
E
A
N

A
I
R
/
VA
N
P
O
O
L
/
E
V
DD
E 8TH STREET
N
H
I
G
H
L
A
N
D

S
P
R
I
N
G
S

A
V
E
7-ELEVEN
4,088 SF PROTO

MERCANTILE

V-B FULLY SPRINKLERED
FF: 2599.12
95 0

S
F

D
R
I
V
E

T
H
R
U
CO
F
F
E
E
NO
N
-
S
P
R
I
N
K
L
E
R
E
D
BY MARK APPR.DATE

ENGINEER CITY

DESCRIPTION
DATEJOHN POLLOCK , R.C.E. NO. 86160, EXP 12/31/2022 1045933 1/20/22
SP
SRH
JP

AS SHOWN
SRH SHIFT EASTERN CONNECTION TO MAIN 8' EAST

EXISTING UTILITY NOTE

UTILITY NOTES

DOMESTIC WATER
NORTH

FIRE WATER

IRRIGATION WATER

BY MARK APPR.DATE

ENGINEER CITY

DESCRIPTION
DATEJOHN POLLOCK , R.C.E. NO. 86160, EXP 12/31/2022 1045933 1/20/22
SP
SRH
JP

AS SHOWN
SRH SHIFT EASTERN CONNECTION TO MAIN 8' EAST

DETAIL A - WATER MAIN CONNECTION DETAIL
BY MARK APPR.DATE

ENGINEER CITY

DESCRIPTION
DATEJOHN POLLOCK , R.C.E. NO. 86160, EXP 12/31/2022 1045933 1/20/22
SP
SRH
JP

AS SHOWN
SRH SHIFT EASTERN CONNECTION TO MAIN 8' EAST

R/W
WEST

30.0'

RIGHT OF WAY

14.0'
LANE

11.0'
LANE

11.0'

LEFT-TURN
LANE

11.0'
LANE

11.0'
LANE

13.0'

RIGHT-TURN
LANE
TYP. SECTION
NORTH HIGHLAND SPRINGS AVE.
1" = 10'

55.0'
110.0'
℄
R/W
NORTH

10.0'
RIGHT
OF
WAY

13.0'
LANE

11.0'
LANE

11.0'
LANE

13.0'
LANE

10.0'
RIGHT
OF
WAY

40.0'40.0'

80.0'
R/W
SOUTH
℄
TYP. SECTION
8TH STREET
1" = 10'
R/W
EAST

55.0'

12.0'

LEFT-TURN
LANE
R/W

DEDICATION

10.0'
RIGHT
OF
WAY

DEDICATION

9.0'
RIGHT
OF
WAY

DATEBRYAN NORD
R.C.E.

No. 87326

S H E E T
1 WDID#: 8 33C393742
05-12-2021

PROJECT
SITE
10 N
H
I
G
H
L
A
N
D
SP
R
I
N
G
S

A
V
E
E 8TH STREET

W RAMSEY STREET

WILSON STREET
BRYAN NORD,R.C.E. NO. 87326 DATE
100
G G
100
X.XX%
XX 100.00
X X
>>>>>
0000000000000000
>>>>
000
0 0 0

TITLE SHEET
1 05-12-2021
No. 87326
1 RELOCATION OF BUS STOP, REMOVAL OF CROSS GUTTER
DETAIL, & SEWER MANHOLE AT SS MAIN CONNECTION 2/8/2211RELOCATION OF BUS STOP, REMOVAL OF CROSS GUTTER DETAIL, & SEWER MANHOLE AT SS MAIN CONNECTION 2/17/22
3371A
02/24/2022
02/25/2022

DATEBRYAN NORD
R.C.E.

No. 87326

S H E E T
1 WDID#: 8 33C393742
05-12-2021

NOTES AND DETAILS
2 GRADING NOTES

1.ALL GRADING SHALL CONFORM TO THE CITY OF BEAUMONT ORDINANCES, CURRENT ADOPTED CALIFORNIA BUILDING CODE, APPENDIX J, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, "LATEST EDITION" AND RECOMMENDATIONS OF THE SOILS ENGINEER.

2.NO WORK SHALL COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES.

3.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION /GRADING.

4.DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE AND EROSION CONTROL SHOULD BE PROVIDED TD PREVENT PONDING WATER, SEDIMENT TRANSPORTATION, AND DAMAGE TO ADJACENT PROPERTIES.

5.DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.

6.NO FILL SHALL BE PLACED ON EXITING GROUND THAT HAS NOT BEEN CLEARED OF WEEDS. DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL.

7.MAXIMUM CUT AND FILL SLOPE = 2: 1 EXCEPT WHERE SPECIFICALLY APPROVED OTHERWISE.

8.STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE PUBLIC WORKS DEPARTMENT.

9.PROVIDE A 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH.

10.PROVIDE A BROW DITCH DESIGNED TO HANDLE 100 YR STORM FLOWS ALONG THE TOP OF CUT SLOPES.

11.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR FILL IS LESS THAN 10'. 2% IF CUT OR FILL IS GREATER THAN 10'.

DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOE OF CUT OR FILL SLOPES.

12.NO OBSTRUCTION OF FLOODPLAIN OR NATURAL WATER COURSES SHALL BE PERMITTED.

13.ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE SHALL CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS, PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.

14.FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 5% FOR A MINIMUM OF 10'.

15.CUT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE

SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY OF BEAUMONT REQUIREMENTS PRIOR TO FINAL GRADING INSPECTION

16.ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PLANTED WITH APPROVED GROUND COVER AT 12" ON CENTER. SLOPES EXCEEDING 15' IN VERTICAL HEIGHT SHALL BE PLANTED WITH APPROVED TREES SPACED NOT TO EXCEED 20' ON CENTER OR SHRUBS NOT TO EXCEED 10' OR A COMBINATION OF SHRUBS AND TREES NOT TO EXCEED 15' IN ADDITION TO A GRASS MIX GROUND COVER. SLOPES EQUAL TO OR GREATER THAN 4'

IN VERTICAL HEIGHT SHALL BE PROVIDED WITH AN IN-GROUND IRRIGATION SYSTEM COMPLETE WITH AN APPROPRIATE BACKFLOW PREVENTION DEVICE PER CITY REQUIREMENTS.

17.IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BF APPROVED BY A SUITABLY QUALIFIED AND REGISTERED GEOTECHNICAL ENGINEER OR GEOLOGIST PRIOR TO PLACEMENT OF FILL MATERIAL.

18.ALL GRADING SHALL BE CONTINUOUSLY OBSERVED BY A COMPETENT SOILS ENGINEER WHO SHALL VERIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.

19.A FINAL GEOTECHNICAL REPORT OF COMPLETION OF THE ROUGH GRADING, STATING SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING

PLAN, SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT AND THE PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING INSPECTION AND ISSUANCE OF BUILDING PERMITS. CERTIFICATIONS SHALL INCLUDE LINE GRADES, ELEVATIONS, AND LOCATION OF CUT/FILL SLOPES.

20.A LAND SURVEYOR OR ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING SHALL SUBMIT A PAD CERTIFICATION FOR ALL PADS. THE ELEVATION WITH RESPECT TO MEAN SEA LEVEL SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.

21.A GEOTECHNICAL ENGINEER OR GEOLOGIST SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT AND THE PUBLIC WORKS DEPARTMENT A

FINAL GEOTECHNICAL REPORT OF COMPLETION OF FINAL GRADING STATING SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING”.

22.THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.

23.ALL STORM DRAINS, CATCH BASINS, AND STORM WATER RUNOFF STRUCTURES WILL BE PROVIDED WITH ADEQUATE CAPABILITIES TO FILTER AND

RETAIN SEDIMENT, GRIT, OIL, AND GREASE TD PREVENT POLLUTION IN STORM WATER RUNOFF IN COMPLIANCE WITH THE CITY OF BEAUMONT'S

BEST MANAGEMENT PRACTICES AND BEAUMONT'S DRAINAGE MASTER PLAN FOR STORMWATER AS WELL AS BEST MANAGEMENT PRACTICES IDENTIFIED IN THE CURRENT REPORT OF WASTE DISCHARGE FOR RIVERSIDE COUNTY PERMITTEES.

24.CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT TWO DAYS BEFORE DIGGING AT 8-1-1 AND THE FOLLOWING UTILITY OR AGENCIES A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING ANY CONSTRUCTION OR GRADING:
a.CITY OF BEAUMONT 951.769.8520
b.AT&T 800.892.0123
c.SOUTHERN CALIFORNIA GAS COMPANY 800.427.2000
d.BEAUMONT CHERRY VALLEY WATER DISTRICT 951.845.9581
e.EDISON 800.409.2365
f.SPECTRUM 855.900.6880

26.TRENCHING FOR UTILITIES AND STRUCTURES IS NOT ALLOWED UNTIL A SOIL COMPACTION REPORT IS SUBMITTED TO AND APPROVED BY THE PUBLIC WORKS DEPARTMENT.

27.THE CONTRACTOR SHALL MAINTAIN ADJACENT STREETS IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE CITY'S INSPECTOR. THE ADJACENT STREETS SHALL BE KEPT CLEAN OF SEDIMENT, DEBRIS AND OTHER NUISANCES AT ALL TIMES. THE DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON ADJACENT STREETS AFFECTED BY THE CONSTRUCTION.

28.ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO SHALL ADHERE TO THE NOISE ORDINANCE SET FORTH BY THE CITY MUNICIPAL CODE. ALL OPERATIONS SHALL BE LIMITED BY THE NOISE ORDINANCE TO THE LIMIT OF DECIBELS SPECIFIED FOR THE AREA AND TIME PERIOD.

CONSTRUCTION ACTIVITIES WILL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. MONDAY THROUGH FRIDAY.

29.ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.

STREET IMPROVEMENT NOTES

1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, GREENBOOK, LATEST EDITION AND THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, "LATEST EDITION," COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS.

2.CONTRACTOR SHALL COMPLY WITH THE STATE AND LOCAL SAFETY CODES DURING THE PROGRESS OF WORK.

3.CONSTRUCTION PROJECTS THAT DISTURB MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNER/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND COMPLY WITH ALL REQUIREMENTS OF THE BEAUMONT DRAINAGE MANAGEMENT PLAN. BEAUMONT IS CO-PERMITTEE WITH R.CF.C. & W.C.D.

4.CONTRACTOR SHALL MAINTAIN ADJACENT STREETS IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE COUNTY'S OR DISTRICT'S INSPECTOR. THE ADJACENT STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCE BEING CONTROLLED AT ALL TIMES. THE DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION. METHOD OF STREET CLEANING SHALL BE DRY SWEEPING OF ALL PAVED AREAS.

5.CONTRACTOR SHALL BE THE RESPONSIBILITY TO INSTALL AND MAINTAIN DURING CONSTRUCTION, REGULATORY GUIDE AND WARNING SIGNS

WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE CITY OF BEAUMONT.

6.CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION COSTS OF ALL EXISTING UTILITIES.

THIS INCLUDES UNDERGROUNDING OF EXISTING OVERHEAD LINES ALONG THE PROJECT FRONTAGE AS REQUIRED BY THE CONDITIONS OF APPROVAL. PERMITTEE MUST INFORM CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (951) 769-8520.

7.CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY

CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE

OWNER, CITY OF BEAUMONT, AND THE DEVELOPER'S ENGINEER, HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION

WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNERS OR THE DEVELOPER'S ENGINEER.

8.CONTRACTOR SHALL BE THE RESPONSIBILE TO OBTAIN AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT.

9.CONTRACTOR MUST NOTIFY THE CITY OF BEAUMONT AT (951) 769-8520 AT LEAST ONE WEEK PRIOR TO CONSTRUCTION.

10.CONTRACTOR MUST PROVIDE CONSTRUCTION SCHEDULE TO THE CITY OF BEAUMONT AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION.

11.CONTRACTOR MUST CALL UNDERGROUND SERVICE ALERT AT 811 AT LEAST 48 HOURS BEFORE EXCAVATION.

12.CONTRACTOR SHALL BE RESPONSIBILE TO APPLY TO THE RIVERSIDE COUNTY FLOOD CONTROL (RCFC) FOR PERMITS WHEN ANY STORM DRAIN PIPE NEEDS TO BE CONNECTED WITH A RCFC FACILITY AND ADD PERMITEE NUMBER ON THE PLAN.

13.CONTRACTOR SHALL BE RESPONSIBILE TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN STATE RIGHT-0F-WAY.

14.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS

WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE CITY. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED WITH APPROVED STREET PLAN FOR REVIEW TO THE PERMITS SECTION OR INSPECTION SECTION (FOR MAP CASES) PRIOR TO OBTAINING AN ENCROACHMENT PERMIT.

15.CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND

STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF PUBLIC WORKS OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER.

16.CONTRACTOR SHALL HAVE GEOTECHNICAL/SOILS ENGINEERING FIRM OBSERVE TRENCHING, BACKFILLING, & SOIL COMPACTION OF ALL UTILITY TRENCHES WITHIN ALL EASEMENTS & ROAD RIGHTS OF WAY. TWO SETS OF COMPACTION REPORTS CERTIFYING THAT WORKS WERE DONE IN CONFORMANCE TO STANDARDS & GEOTECHNICAL REPORT SHALL BE SUBMITTED AFTER EACH UTILITY TRENCH IS COMPLETED & CERTIFIED.

COMPACTION REPORT MUST BE SUBMITTED TO THE DEPT. OF PUBLIC WORKS AT LEAST TWO WORKING DAYS BEFORE AGGREGATE BASE MATERIALS ARE PLACED ONSITE.

17.ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND STORM DRAIN.

18.ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE R.C.T.D. STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED.

19.ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS.

20.PRIME COAT IS REQUIRED PRIOR TO PAVING ALL GRADES IN EXCESS OF TEN PERCENT.

21.ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THESE PRIVATE FACILITIES ARE IMPLIED OR INTENDED BY CITY OF BEAUMONT PUBLIC WORKS DEPT.

22.THE CONTRACTOR SHALL INSTALL STREET NAME SIGNS CONFORMING TO R.C.T.D. STANDARD NO. 816.

23.STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN PER CITY OF BEAUMONT'S APPROVED STREET LIGHTING SPECIFICATIONS.

24.INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE 461 AND THE COMPREHENSIVE LANDSCAPING GUIDELINES (CHOOSE THREE SPECIES AND NAME THEM HERE).

25.FOR ALL DRIVEWAY RECONSTRUCTION BEYOND RIGHT-OF-WAY, PROOF OF DRIVEWAY OWNER NOTIFICATION IS REQUIRED PRIOR TO CONSTRUCTION.

26.CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE N0. 461. IF CONSTRUCTION CENTERLINE DIFFERS, PROVIDE A TIE TO EXISTING CENTERLINE OF RIGHT-OF-WAY. PRIOR TO

ROAD CONSTRUCTION, SURVEY MONUMENTS INCLUDING CENTERLINE MONUMENTS, TIE POINTS, PROPERTY CORNERS AND BENCH MARKS SHALL BE REFERENCED OUT AND CORNER RECORDS FILED WITH THE COUNTY SURVEYOR PURSUANT TO SECTION 8771 OF THE BUSINESS & PROFESSIONAL CODE. SURVEY POINTS DESTROYED DURING CONSTRUCTION SHALL BE RESET, AND A SECOND CORNER RECORD FILED FOR THOSE POINTS PRIOR TO COMPLETION AND ACCEPTANCE OF THE IMPROVEMENTS.

STORM DRAIN NOTES

1.CONTRACTOR SHALL CONSTRUCT THE DRAINAGE IMPROVEMENT SHOWN ON THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE

RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT DESIGN MANUAL STANDARD DRAWINGS, RECENT EDITION, THE SSPWC 'LATEST EDITION', AND IN CONFORMANCE WITH THE REQUIREMENTS OF THE BEAUMONT DRAINAGE MANAGEMENT PLAN.

2.CONTRACTOR SHALL COMPLY WITH THE STATE AND LOCAL SAFETY CODES DURING THE PROGRESS OF WORK.

3.CONSTRUCTION PROJECTS THAT DISTURB MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNER/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND COMPLY WITH ALL REQUIREMENTS OF THE BEAUMONT DRAINAGE MANAGEMENT PLAN. BEAUMONT IS CO-PERMITTEE WITH R.CF.C. & W.C.D.

4.ALL STORM DRAINS, CATCH BASINS, AND STORM WATER RUNOFF STRUCTURES WILL BE PROVIDED WITH ADEQUATE CAPABILITIES TO FILTER AND RETAIN SEDIMENT AND DIRT, Of, AND GREASE, TO PREVENT POLLUTION IN STORM WATER RUNOFF IN COMPLIANCE WITH THE CITY OF BEAUMONT'S

BEST MANAGEMENT PRACTICES AND THE BEAUMONT DRAINAGE MASTER PLAN FOR STORM WATER AS WELL AS BEST MANAGEMENT PRACTICES IDENTIFIED IN THE CURRENT REPORT OF WASTE DISCHARGE FOR RIVERSIDE COUNTY PERMITTEES.

5.CONTRACTOR SHALL MAINTAIN ADJACENT STREETS IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE COUNTY'S OR DISTRICT'S INSPECTOR. THE ADJACENT STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCE BEING CONTROLLED AT ALL TIMES. THE DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION. METHOD OF STREET CLEANING SHALL BE DRY SWEEPING OF ALL PAVED AREAS.

6.CONTRACTOR SHALL BE THE RESPONSIBILITY TO INSTALL AND MAINTAIN DURING CONSTRUCTION, REGULATORY GUIDE AND WARNING SIGNS

WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE CITY OF BEAUMONT.

7.CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY

CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE

OWNER, CITY OF BEAUMONT, AND THE DEVELOPER'S ENGINEER, HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION

WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNERS OR THE DEVELOPER'S ENGINEER.

8.CONTRACTOR SHALL BE THE RESPONSIBLE TO OBTAIN AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT.

9.CONTRACTOR MUST NOTIFY THE CITY OF BEAUMONT AT (951) 769-8520 AT LEAST ONE WEEK PRIOR TO CONSTRUCTION.

10.CONTRACTOR MUST PROVIDE CONSTRUCTION SCHEDULE TO THE CITY OF BEAUMONT AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION.

11.CONTRACTOR MUST CALL UNDERGROUND SERVICE ALERT AT 811 AT LEAST 48 HOURS BEFORE EXCAVATION.

12.CONTRACTOR IS REQUIRED TO CONTACT ALL UTILITY AGENCIES REGARDING TEMPORARY SUPPORT AND SHORING REQUIREMENTS FOR THE VARIOUS UTILITIES SHOWN IN THE PLANS.

13.THE CONTRACTOR SHALL VERIFY, BY POT HOLING, THE LOCATION OF POTENTIALLY AFFECTED UTILITIES.

14.CONTRACTOR SHALL HAVE GEOTECHNICAL/SOILS ENGINEERING FIRM OBSERVE TRENCHING, BACKFILLING, & SOIL COMPACTION OF ALL UTILITY TRENCHES WITHIN ALL EASEMENTS & ROAD RIGHTS OF WAY. TWO SETS OF COMPACTION REPORTS CERTIFYING THAT WORKS WERE DONE IN CONFORMANCE TO STANDARDS & GEOTECHNICAL REPORT SHALL BE SUBMITTED AFTER EACH UTILITY TRENCH IS COMPLETED & CERTIFIED.

COMPACTION REPORT MUST BE SUBMITTED TO THE DEPT. OF PUBLIC WORKS AT LEAST TWO WORKING DAYS BEFORE AGGREGATE BASE MATERIALS ARE PLACED ONSITE.

15.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION COSTS OF ALL EXISTING UTILITIES.

16.ELEVATIONS AND LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE UNLESS OTHERWISE NOTED. ALL UTILITIES SHOWN ARE TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.

17.ALL ELEVATIONS SHOWN ARE TO THE INVERTS OF PIPE, EXCEPT WHERE OTHERWISE NOTED.

18.STORM DRAIN PROFILES CONTAIN CALL--OUTS AND REFERENCE TO INTERSECTING STORM DRAIN LINES. INTERSECTIONS OF THESE JUNCTIONS ARE PROVIDED FOR REFERENCE ONLY. CONTRACTOR IS TO OBTAIN INVERT ELEVATIONS FROM THE RESPECTIVE PROFILE OF THE INTERSECTING PIPE.

19.ALL STATIONING REFERS TO THE CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE NOTED.

20.STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE CENTERLINE--CENTERLINE--INTERSECTION STATION.

21.ALL PIPE LENGTHS ARE HORIZONTAL PROJECTIONS (NOT TRUE LENGTHS OF PIPE) AND ARE THE BASIS OF THE ESTIMATES OF QUANTITIES. THE CONTRACTOR SHALL DETERMINE THE TRUE QUANTITY OF PIPE REQUIRED FOR THIS PROJECT PRIOR TO PLACING THE ORDER.

22.ALL CROSS SECTIONS ARE TAKEN LOOKING UPSTREAM.

23.OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING CULVERTS, PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL BE SEALED WITH 6 INCHES OF CLASS “B” CONCRETE.

24.PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION STRUCTURE NO. 4 (JS 229) UNLESS OTHERWISE NOTED.

25.PIPE BEDDING SHALL CONFORM TO R.C.F.C. & W.C.D. STD. DWG. M 815

26."V" IS THE DEPTH OF INLET AT THE CATCH BASINS MEASURED FROM THE TOP OF THE CURB TO THE INVERT OF CONNECTOR PIPE.

27.HYDRAULIC GRADE LINES SHOWN IN PROFILES ARE FOR 100 YEAR FREQUENCY FLOWS, UNLESS OTHERWISE NOTED.

28.ALL BACKFILL AND BEDDING AROUND STRUCTURES AND PIPES SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT RELATIVE COMPACTION EXCEPT WHERE SUCH MATERIAL IS PLACED UNDER EXISTING PAVED ROADWAYS. THE TOP 3 FEET, MEASURED FROM THE FINISH PAVING, SHALL BE COMPACTED TO 95 PERCENT RELATIVE COMPACTION.

29.CONTRACTOR SHALL DISPOSE OF ALL EXCESS EXCAVATED MATERIAL AT MANDATORY DISPOSAL SITE.

30.ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS, AND OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED IN KIND PER LATEST COUNTY STANDARD AND AT THE SAME ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS UNLESS OTHERWISE NOTED. FOR PAVEMENT OVERLAY,

0.10' MIN. FOR FULL LANE WIDTH IS REQUIRED.

31.ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, STORM DRAINS.

32.ALL SURVEY MONUMENTS SHALL BE REPLACED AS REQUIRED. MONUMENTS SHALL BE TIED OUT PRIOR TO CONSTRUCTION AND REPLACED UPON COMPLETION OF CONSTRUCTION.

APPLICABLE CODES
“EVERY EXCAVATION ON A SITE LOCATED 5 FT OR LESS FROM THE STREET AND ALLEY LOT LINE SHALL BE ENCLOSED WITH A BARRIER NOT LESS THAN 6 FT IN HEIGHT. [CBC 3306.9]”
“ALL OF THE GRADING PROCEDURES, RECOMMENDATIONS, AND SPECIFICATIONS THAT ARE INDICATED ON THE GEOTECHNICAL REPORT NO.3-220-0008, DATED JANUARY 31, 2020, PREPARED BY SALEM ENGINEERING GROUP MUST BE ADHERED TO.” “THIS PLAN HAS BEEN REVIEWED AND CONFORMS TO THE RECOMMENDATIONS PROVIDED IN THE SOIL REPORT DATED JANUARY 31, 2020.” SIGNATURE _______________________AND DATE __________________.” “PRIOR TO REQUESTING A FOUNDATION INSPECTION FROM THE DEPARTMENT OF BUILDING AND SAFETY, THE SOILS ENGINEER SHALL INSPECT AND APPROVE THE FOUNDATION EXCAVATIONS”.
“THE FILL MATERIAL SHALL NOT INCLUDE ORGANIC OR OTHER DELETERIOUS MATERIALS.” [CBC J107.4] “NO ROCK OR SIMILAR IRREDUCIBLE MATERIAL GREATER THAN 3”, OR AS INDICATED IN THE SOIL REPORT, (WHICHEVER IS SMALLER), IN ANY DIMENSION SHALL BE INCLUDED IN FILLS.” [CBC J107.4]
“ALL FILL MATERIAL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D1557, MODIFIED PROCTOR, IN LIFTS NOT EXCEEDING 12” IN DEPTH, OR AS INDICATED IN THE SOIL REPORT, WHICHEVER IS MORE CONSERVATIVE.” [CBC J107.5] “THE GROUND SURFACE SHALL BE PREPARED TO RECEIVE FILL BY REMOVING VEGETATION, TOPSOIL, AND OTHER UNSUITABLE MATERIALS, AND SCARIFYING THE GROUND TO PROVIDE A BOND WITH THE FILL MATERIAL.” [CBC J107.2] “THE REQUIRED PERMANENT EROSION CONTROL DEVICES AND/OR METHODS SHALL BE INSTALLED AS SOON AS PRACTICABLE AND PRIOR TO CALLING FOR FINAL INSPECTIONS.” [CBC J110.1]
“PROVIDE BENCHING WHERE EXISTING GRADE IS AT A SLOPE STEEPER THAN 5 HORIZONTAL TO 1 VERTICAL (20%) AND THE DEPTH OF THE FILL EXCEEDS 5’, AND MUST BE IN ACCORDANCE WITH CBC FIGURE J107.3. A KEY SHALL BE PROVIDED THAT IS AT LEAST 10 FEET IN WIDTH AND 2 FEET IN DEPTH.” [CBC J107.3] “BUILDING TO HAVE A LEVEL SETBACK FROM ASCENDING SLOPES EXCEEDING 3:1 (H:V) A MINIMUM OF H/2 BUT NEED NOT EXCEED 15 FT.” [CBC 1808.7.1, FIGURE 1808.7.1]
“FOUNDATION TO BE SETBACK FROM DESCENDING SLOPES EXCEEDING 3:1(H:V) A MINIMUM OF H/3 BUT NEED NOT EXCEED 40FT.” [CBC 1808.7.2, FIGURE 1808.7.1]
“ALL GRADED CUT OR FILL SLOPES SHALL NOT BE STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL (50%).” [CBC J106.1, J107.6] “TOE OF CUT OR FILL SLOPES SHALL NOT BE NEARER TO A SITE PROPERTY LINE THAN ONE-FIFTH THE HEIGHT OF THE FILL, WITH A MINIMUM 2 FT. AND A MAXIMUM 20 FT.” [CBC J108.2, FIGURE J108.1]
“TOP OF CUT OR FILL SLOPE SHALL NOT BE NEARER TO A SITE PROPERTY LINE THAN ONE-FIFTH THE HEIGHT OF THE SLOPE, WITH A MINIMUM 2 FT. AND A MAXIMUM 10 FT.” [CBC J108.2, FIGURE J108.1

B BUS STOP SIGN DETAILABUS STOP LAYOUT DETAIL

C BUS BENCH DETAIL
1 RELOCATION OF BUS STOP, REMOVAL OF CROSS GUTTER
DETAIL, & SEWER MANHOLE AT SS MAIN CONNECTION 2/8/22CC5(/2&$7,21 2) %86 6723 5(029$/ 2) &5266 *877(5 '(7$,/ 6(:(5 0$1+2/( $7 66 0$,1 &211(&7,21CC
$
02/24/2022
02/25/2022

DATEBRYAN NORD
R.C.E.

No. 87326

S H E E T
1 WDID#: 8 33C393742
05-12-2021

PRIVATE ENGINEER NOTES
3 PRIVATE ENGINEER'S CIVIL CONSTRUCTION NOTES

1.STANDARDS AND PLANS:

ALL CONSTRUCTION AND PLANS SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE CITY O F BEAUMONT , STANDARD SPECIFICATIONS AND

DETAILS, WITH THESE PLANS, THE PROJECT SPECIFICATIONS, AND UNLESS SHOWN OR SPECIFIED OTHERWISE, WITH THE LATEST EDITIONS OF THE STATE (“CALTRANS”) STANDARD SPECIFICATIONS AND STANDARD PLANS, SIGN SPECIFICATION SHEETS AND TRAFFIC MANUAL.

IT IS INTENDED THAT THESE PLANS AND SPECIFICATIONS REQUIRE ALL LABOR AND MATERIALS NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES OR AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS. THE ENGINEER'S INTERPRETATION OR CORRECTION THEREOF SHALL BE CONCLUSIVE.

WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED.

THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BE THE PREPARER OF THESE PLANS.

2.EXISTING UTILITIES AND COORDINATION OF WORK:

THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THESE IMPROVEMENT PLANS WERE OBTAINED

FROM SOURCES OF VARYING RELIABILITY, THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. KIMLEY-HORN AND ASSOCIATES, INC., HEREINAFTER DESIGNATED AS THE ENGINEER,

ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES, NOR FOR THE EXISTENCE OF OTHER BURIED OBJECTS OR UTILITIES WHICH ARE NOT SHOWN ON THESE DRAWINGS.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. THE

CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES INVOLVED AND REQUESTING A VISUAL VERIFICATION OF THE LOCATIONS OF THEIR UNDERGROUND FACILITIES. THE ENGINEER SHALL BE NOTIFIED BY THE CONTRACTOR OF THE SCHEDULED TIME AND PLACE OF SUCH VISUAL VERIFICATION TO ENABLE SAID FIRM TO HAVE A REPRESENTATIVE PRESENT.

THE CITY IS A MEMBER OF THE UNDERGROUND SERVICE ALERT (U.S.A.) ONE-CALL PROGRAM. THE CONTRACTOR OR ANY SUBCONTRACTOR FOR THIS CONTRACT SHALL NOTIFY MEMBERS OF U.S.A. 48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING THE TOLL-FREE NUMBER 1-800-227-2600.

3.CONFLICTS:

THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO PERFORMING ANY CORRECTIVE ACTION REQUIRED DUE TO UNFORESEEN CONFLICTS IN THE IMPROVEMENT PLANS OR DUE TO POSSIBLE STAKING ERRORS. THE ENGINEER ASSUMES NO LIABILITY FOR THE COST OR DESIGN OF ANY MODIFICATION PERFORMED WITHOUT SUCH NOTIFICATION, AND ALSO ASSUMES NO LIABILITY FOR STAKING PROVIDED BY OTHERS.

4.CONTROL POINTS AND SURVEY MONUMENTS:

CERTAIN CONTROL POINTS WILL BE SET BY THE ENGINEER, OR ITS REPRESENTATIVE, WHICH ARE CRITICAL TO THE CONSTRUCTION STAKING OF THE PROJECT. THESE POINTS WILL BE DESIGNATED AT A PRE-CONSTRUCTION CONFERENCE BETWEEN REPRESENTATIVES OF THE ENGINEER AND THE CONTRACTOR. THE CONTROL POINTS WILL BE CLEARLY MARKED ON THE JOB SITE. THE CONSTRUCTION SHALL NOT DISTURB THE CONTROL POINTS IN ANY MANNER. IF IT BECOMES NECESSARY TO REMOVE SAID CONTROL POINTS DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE OF SAID REMOVAL TO ALLOW FOR REFERENCING SAID CONTROL POINTS AND THEIR EVENTUAL REPLACEMENT. IF CONTROL

POINTS ARE REMOVED OR DESTROYED WITHOUT SAID NOTIFICATION, THE COST OF REPLACEMENT SHALL BE DEDUCTED FROM THE CONTRACTOR'S PAYMENT, AND PAYMENT SHALL BE MADE BY OWNER TO THE ENGINEER.

5.OBSTRUCTIONS:

THE CONTRACTOR SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE GROUND AND UNDERGROUND, EXCEPT AS NOTED IN ITEM 2 ABOVE, AS NECESSARY FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENT.

ALL UNSUITABLE AND SURPLUS MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE UNLESS SPECIFIED OTHERWISE.

TREE AND STUMP REMOVAL SHALL INCLUDE REMOVAL OF THE MAJOR ROOT SYSTEM TO THE SATISFACTION OF THE CITY GRADING INSPECTOR. SUCH REMOVAL SHALL BE PERFORMED WITHOUT DAMAGE TO ADJACENT TREES THAT ARE TO BE PRESERVED. STUMP REMOVAL WITH THE DRIP LINE OF A TREE TO BE REMOVED SHALL BE BY GRINDING METHOD TO A DEPTH OF 0.5 FEET BELOW ADJACENT GRADE EXISTING OR PROPOSED WHICH EVER IS DEEPER.

ALL WELLS AND SEPTIC SYSTEMS FOUND ON THE SITE SHALL BE ABANDONED IN ACCORDANCE WITH COUNTY HEALTH DEPARTMENT STANDARDS.

6.PUBLIC SAFETY AND TRAFFIC CONTROL:

CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ANY CURRENTLY APPLICABLE SAFETY LAW OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES, AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. FOR ALL TRENCH EXCAVATIONS 5 FEET OR MORE IN DEPTH, THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY, PRIOR TO BEGINNING ANY EXCAVATION.

PUBLIC SAFETY AND TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH THE CALTRANS TRAFFIC MANUAL (SEE CHAPTER 5: MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES). SAFE VEHICULAR AND PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL TIMES DURING CONSTRUCTION.

CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR

WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE

LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN

PROFESSIONALS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL.

7.ENCROACHMENT PERMITS:

UNLESS SPECIFIED OTHERWISE, THE CONTRACTOR SHALL OBTAIN THE NECESSARY ENCROACHMENT PERMITS FROM THE CITY, COUNTY, CALTRANS AND ALL OTHER AGENCIES HAVING JURISDICTION PRIOR TO COMMENCING ANY WORK. THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS PRIOR TO THE INTENT TO COMMENCE WORK.

8.EARTHWORK:

A.ALL EARTHWORK ACTIVITIES, INCLUDING EXCAVATION, GRADING, SCARIFYING, MOISTURIZING, FILL PLACEMENT, COMPACTION, LIME TREATMENT, ETC., SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS PER GEOTECH REPORT AND ALL ADDENDUMS, AND IN CONFORMANCE WITH THE CITY STANDARD SPECIFICATIONS AND WITH THE GRADING PLAN.

B.THE GEOTECHNICAL ENGINEER SHALL OBSERVE THE GRADING ACTIVITIES AND PERFORM COMPACTION TESTING FOR THIS PROJECT. THE CONTRACTOR SHALL PROVIDE AT LEAST 24 HOURS NOTICE TO THE GEOTECHNICAL ENGINEER OF THE NEED FOR OBSERVATION AND TESTING SERVICES.

C.EARTHWORK SHALL INCLUDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO CONSTRUCT THE SITE TO THE GRADES SHOWN. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR THE DISPOSAL OF EXCESS EXCAVATED MATERIAL OR FOR THE IMPORT OF MATERIAL. THE

CONTRACTOR SHALL NOTIFY THE ENGINEER IN ADVANCE OF ANY CHANGES HE MAY DEEM NECESSARY TO OBTAIN BALANCED CUT-FILL DEGRADING.

D.ALL CUT SLOPES SHALL BE ROUNDED AT THE “BREAK” SO THAT THEY BLEND WITH THE NATURAL GROUND CONTOUR.

E.THE CONTRACTOR SHALL UTILIZE DUST CONTROL STANDARDS CONSISTENT WITH CITY OF BEAUMONT STANDARDS.

F.EXCAVATION AND EMBANKMENT SIDE SLOPES SHOWN ON THE PLANS AS A RATIO, E.G. 4:1, REFER TO THE RATION OF HORIZONTAL TO VERTICAL DISTANCES. “MINIMUM” SLOPE MEANS “NOT FLATTER THAN”, AND “MAXIMUM” SLOPE MEANS “NOT STEEPER THAN”. ALL EMBANKMENT AND EXCAVATION SLOPES SHALL BE 4:1 UNLESS NOTED OTHERWISE.

G.TO ACCOMMODATE TRENCH SPOIL, THE CONTRACTOR'S GRADING SHALL INCLUDE UNDERCUTTING OF STREETS AS APPROPRIATE, OR SOME OTHER METHOD APPROVED BY THE CITY.

H.ALLOWABLE GRADING TOLERANCE IS PLUS OR MINUS 0.10 FOOT OF THE ELEVATIONS SHOWN HEREON.

I.EROSION CONTROL MEASURES SHALL BE IMPLEMENTED DURING PROJECT CONSTRUCTION. COMPLY WITH EROSION AND SEDIMENTATION CONTROL PLAN. IF GRADING AND DRAINAGE CONSTRUCTION IS NOT COMPLETE PRIOR TO RAINY SEASON, THEN THE CONTRACTOR SHALL:

I.A.PROVIDE EROSION PROTECTION ON SLOPES THAT ARE 10:1 OR STEEPER AND IN SWALES THAT ARE 2% OR STEEPER.

I.B.GRADE GUTTER SAG POINTS TO DRAIN.

I.C.PROVIDE SILT CATCHMENTS TO PREVENT SEDIMENTATION IN EXISTING STORM DRAIN SYSTEMS.

I.H.CLEAN DOWNSTREAM PIPES AS DIRECTED BY THE CITY ENGINEER.

I.I.CLEAN AND MAINTAIN ALL STREETS AND SIDEWALKS AS DIRECTED BY THE CITY ENGINEER.

J.THE TOP 6 INCHES (MINIMUM) OF ALL LANDSCAPED AREAS SHALL BE CLEAN SOIL.

K.EXISTING ASPHALT PAVEMENT MAY BE USED AS FILL MATERIAL ONLY AS SPECIFIED BY THE GEOTECHNICAL ENGINEER OF RECORD. ALL DELETERIOUS MATERIAL AND REBAR MUST BE REMOVED. AC PLACEMENT INFILL CAN ONLY BE PLACED UNDERNEATH PARKING AREAS AND CANNOT BE PLACED UNDERNEATH OR DOWNSTREAM OF INFILTRATION BASIN.

9.PIPELINES

ANY EXISTING UTILITY, WHICH IS TO BE EXTENDED, WHICH IS THE CONNECTION POINT FOR NEW UNDERGROUND UTILITIES, OR WHICH NEW FACILITIES CROSS, SHALL BE EXPOSED BY THE CONTRACTOR PRIOR TO PLACEMENT OF THE NEW UTILITIES. COST OF SUCH EXCAVATION AND SUBSEQUENT BACKFILL SHALL BE INCLUDED IN THE PRICES PAID FOR THE VARIOUS ITEMS OF WORK. THE ELEVATIONS AND LOCATIONS OF THE EXISTING FACILITIES WILL BE CHECKED BY THE PUBLIC WORKS INSPECTOR AND THE ENGINEER. IF IN THE OPINION OF THE INSPECTOR A CONFLICT EXISTS, THEN THE ENGINEER SHALL MAKE ANY NEEDED GRADE AND/OR ALIGNMENT ADJUSTMENTS AND REVISE THE PLANS ACCORDINGLY. ALL GRAVITY FLOW PIPELINES TO BE LAID UPGRADE FROM THE LOWEST POINT STARTING AT THE END OF EXISTING IMPROVEMENTS.

THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 24 HOURS PRIOR TO BACKFILLING OF ANY PIPE WHICH STUBS TO A FUTURE PHASE OF CONSTRUCTION FOR INVERT VERIFICATION. TOLERANCE SHALL BE IN ACCORDANCE WITH CITY STANDARD SPECIFICATIONS.

10.ADJUSTING MANHOLES, VALVE AND MONUMENT BOXES:

THE CONTRACTOR SHALL ADJUST AND/OR RECONSTRUCT TO GRADE, ALL EXISTING UTILITY STRUCTURES, INCLUDING MANHOLES AND VALVE BOXES AND MONUMENT BOXES, WITHIN THE WORK AREA UNLESS NOTED OTHERWISE.

12.STORM DRAIN SYSTEM:

A.THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING AND ACCEPTED BY THE CITY.

B.STORM DRAIN PIPE SHALL BE HDPE , UNLESS OTHERWISE SHOWN ON PLAN, AND FITTINGS INSTALLED IN ACCORDANCE WITH THESE PLANS AND THE MANUFACTURER'S RECOMMENDATIONS.

C.EACH STUB END PIPE SHALL BE PLUGGED WITH A PREFABRICATED, WATERTIGHT PLUG.

D.TRENCH EXCAVATION, BEDDING AND BACKFILL SHALL COMPLY WITH CITY STANDARDS AND PROJECT GEOTECHNICAL REPORT. 13 PRESERVATION OF PROPERTY:

TREES AND SHRUBBERY THAT ARE NOT TO BE REMOVED, AND POLE LINES, FENCES, SIGNS, SURVEY MARKERS AND MONUMENTS, BUILDINGS AND

STRUCTURES, CONDUITS, PIPELINES, ALL STREET FACILITIES, AND ANY OTHER IMPROVEMENTS OR FACILITIES WITHIN OR ADJACENT TO THE STREET OR

CONSTRUCTION AREA SHALL BE PROTECTED FROM INJURY OR DAMAGE, AND UPON ORDER BY THE CITY ENGINEER, THE CONTRACTOR SHALL PROVIDE AND INSTALL SAFE-GUARDS APPROVED BY THE CITY ENGINEER TO PROTECT SUCH OBJECTS FROM INJURY OR DAMAGE. IF SUCH OBJECTS ARE INJURED OR DAMAGED BY REASON OF THE CONTRACTORS OPERATIONS, THEY SHALL BE REPLACED OR RESTORED AT THE CONTRACTOR'S EXPENSE. THE

FACILITIES SHALL BE REPLACED OR RESTORED TO A CONDITION AS GOOD AS WHEN THE CONTRACTOR ENTERED UPON THE WORK, OR AS GOOD AS

REQUIRED BY THE SPECIFICATION ACCOMPANYING THE CONTRACT, IF ANY SUCH OBJECTS ARE A PART OF THE WORK BEING PERFORMED UNDER CONTRACT. THE CITY ENGINEER MAY MAKE OR CAUSE TO BE MADE SUCH TEMPORARY REPAIRS AS ARE NECESSARY TO RESTORE TO SERVICE ANY DAMAGED FACILITY. THE COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR.

14. DEMOLITION:

EXISTING FEATURES THAT ENCUMBER THE PROPOSED CONSTRUCTION AREA ARE INTENDED TO BE SHOWN AND SCHEDULED FOR REMOVAL. SOME INCIDENTAL ITEMS MAY HAVE BEEN INADVERTENTLY OMITTED FROM THE PLAN. THE CONTRACTOR IS ENCOURAGED TO THOROUGHLY INSPECT THE SITE AS WELL AS REVIEW THE PLANS AND SPECIFICATIONS. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO COMMENCING CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES AND FIELD VERIFY ALL UNDERGROUND UTILITIES. DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED/RESTORED TO ORIGINAL CONDITION AT CONTRACTOR'S EXPENSE.

PRIVATE ENGINEER'S CIVIL UTILITY NOTES

15.ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES.

16.CONTRACTOR SHALL NOTIFY THE UTILITIES AUTHORITY INSPECTOR 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE.

17.UNDERGROUND LINES SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING.

18.DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES.

19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING WATER MAINS, FORCE MAINS, SANITARY SEWER AND STORM MAIN AND

MAINTAIN MINIMUM CLEARANCES BETWEEN WATER MAINS AND OTHER UTILITIES AT ALL POINTS ALONG THEIR LENGTH AS REQUIRED IN THE PLANS, DETAILS AND SPECIFICATIONS.

20.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOW ON THESE PLANS.

21.THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF WATER AND SEWER LINES.

22.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE.

23.THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.

24.WATER FOR FIREFIGHTING SHALL BE AVAILABLE FOR USE PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE.

25.ALL MANHOLE TOP ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL SET MANHOLE TOPS LEVEL WITH FINISH GRADES IN PAVED AND UNPAVED AREAS.

26.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS/INVERTS, EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, TRUCK DOCKS, DOWNSPOUTS AND BOLLARDS.

27.TRACER WIRE SHALL BE INSTALLED ON ALL WATER, SEWER AND RECLAIMED WATER MAINS. CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING THE CONTINUITY OF THE WIRE.
1 RELOCATION OF BUS STOP, REMOVAL OF CROSS GUTTER
DETAIL, & SEWER MANHOLE AT SS MAIN CONNECTION 2/8/225(/2&$7,21 2) %86 6723 5(029$/ 2) &5266 *877(5 '(7$,/ 6(:(5 0$1+2/( $7 66 0$,1 &211(&7,21CC
$
02/24/2022
02/25/2022

S89°50'33"W 183.06'S89°52'12"W 140.78'
N0
0 °
0 7
'
4 0
"
W

2 5
1 .
2 7
'
N89°10'30"E 148.51'S
3 2
°
0 5
'
3 1
"
E

2 3
.
4 6
'
S0
0 °
4 3
'
3 9
"
E

3 9
.
3 0
'
N00°07'40"W

10.17'
R =9 5 6 .8 7 '
L =1 6 0 .6 9 'Δ =9 °3 7 '2 0 "
N89°10'30"E 130.68'
R
=
3 0
.0
0 '
L=47.17'
Δ
=
9 0
°
0 5
'
5 1
"
S0
0 °
0 8
'
4 5
"
E

4 5
.
1 8
'
S0
0 °
5 0
'
4 3
"
E

4 0
.
1 1
'
R=20.00'
L=26.37' Δ=75°33'21"
S00°08'45"E

19.13'
S0
0 °
0 7
'
4 0
"
E

2 2
1 .
6 2
'
S0
0 °
5 0
'
4 3
"
E

1 5
0 .
0 2
'
S0
0 °
5 0
'
4 3
"
E

1 6
9 .
2 1
'
S89°51'16"W

15.00'
R =9 4 9 .9 2 '
L =1 6 0 .8 3 'Δ =9 °4 2 '0 4 "
D
1 8TH STREET
HI
G
H
L
A
N
D

S
P
R
I
N
G
S

A
V
E
℄
℄
10+00
11+00
12+00 13+00
13 +
5 5
10 +
0 0
11 +
0 0
12 +
0 0
13 +
0 0
(32.3')
(
3 5
.
0 '
)
(
4 0
.
0 '
)
5 0
.
0 '
10 .
0 '
260
0 25
9 9
260
1 26
0 2
26 0
3 2599
2 5
9 7
259
7 259
6 25
9 4
25 9
5 25
9 6
25 9
7 25
9 8
25 9
6 25
9 6
2 5
9 7
2 5
9 7
2 6
0 0
259
8 2
5 9
9 2
5 9
8 1.2%
1 .
0 %

1. 2
%

4. 8
%

4.4%

2.2%

5. 8
%

2. 2
%

1.0%

1.5%

6. 3
%

2. 4
%

1. 3
%
1 .
0 %

0.6%
2 5
9 7
3 1

1. 9
%
1 .
9 %
////
/
/
//
//
//
S89°50'33"W 183.06'S89°52'12"W 140.78'
N0
0 °
0 7
'
4 0
"
W

2 5
1 .
2 7
'
N89°10'30"E 148.51'S
3 2
°
0 5
'
3 1
"
E

2 3
.
4 6
'
S0
0 °
4 3
'
3 9
"
E

3 9
.
3 0
'
N00°07'40"W

10.17'
R =9 5 6 .8 7 '
L =1 6 0 .6 9 'Δ =9 °3 7 '2 0 "
N89°10'30"E 130.68'
R
=
3 0
.0
0 '
L=47.17'
Δ
=
9 0
°
0 5
'
5 1
"
S0
0 °
0 8
'
4 5
"
E

4 5
.
1 8
'
S0
0 °
5 0
'
4 3
"
E

4 0
.
1 1
'
R=20.00'
L=26.37' Δ=75°33'21"
S00°08'45"E

19.13'
S0
0 °
0 7
'
4 0
"
E

2 2
1 .
6 2
'
S0
0 °
5 0
'
4 3
"
E

1 5
0 .
0 2
'
S0
0 °
5 0
'
4 3
"
E

1 6
9 .
2 1
'
S89°51'16"W

15.00'
R =9 4 9 .9 2 '
L =1 6 0 .8 3 'Δ =9 °4 2 '0 4 "

FOR PUBLIC IMPROVEMENTS
SEE SHEET 5

FOR PUBLIC IMPROVEMENTS
SEE SHEET 5

PROTECT IN PLACE

EXISTING MONUMENT SIGN
10' DEDICATION
PER PM 37938

RELOCATED WATER
AIR VAC. SEE SHEET 5

RELOCATED UTILITY
APPURTENANCE SEE SHEET 5

16.76 LF OF 18" RCP
@ 1.0% N89° 51' 16"E
EX. 6" CURB & GUTTER
EX. 6" WATER MAIN
PER W.O. 82-082
EX. 6" CURB
& GUTTER
EX. 6"

WATER MAIN
EX. 8"

SEWER MAIN
EX. 6" CURB
EX. 6" CURB
EX. FENCE
EX. R/W
PROP. R/WEX. R/W
PROP. R/W

EX UTILITY EASEMENT

TO BE QUITCLAIMED PER

SEPARATE INSTRUMENT

EXISTING R/W

PROTECT IN PLACE EXISTING

POWER POLE AND GUY WIRES

EXISTING RCFC&WCD CURB
INLET PER DWG 5-147 TYP.

EXISTING RCFC&WCD DRAINAGE
CULVERT PER DWG 5-147

EXISTING RCFC&WCD DRAINAGE
CULVERT PER DWG 5-147

EXISTING RCFC&WCD DRAINAGE
CULVERT PER DWG 5-147

EX PUBLIC ROAD DEDICATION
PER INSTRUMENT NO. 138162

CUT/FILL LINE
SDMH - RIM: 2597.0
INVERT IN: 2589.37
INVERT OUT: 2589.27

15.45 LF OF 6" PVC
@ 18.3% N89° 51' 16"E
RIM: 2595.0
IE: 2592.2
6 5
54 .
7 '

28.0'83.5'
68 .
9 '
PAD 2598.28
EG 2600.75
FL 2599.09
FL 2598.13
FL 2596.85
FL 2595.83 FL 2594.55
FL 2593.34
FL 2594.44
FL 2597.35
FG 2597.95
FG 2598.23
FG 2597.35
FG 2597.49
FG 2597.12
FG 2596.42
FG 2597.11
FG 2595.05
FG 2597.00
FG 2595.05
FG 2595.44
FG 2597.00
FG 2596.09
FG 2597.00
FG 2597.00
EG 2598.92
EG 2597.35
EG 2595.78 EG 2595.68 EG 2595.20
EG 2600.95
EG 2600.34
EG 2603.79
FG 2601.97
FG 2601.50 FG 2600.50
FG 2599.58
FG 2597.83
FG 2597.82
FG 2597.00
FG 2597.00
FG 2597.00
FG 2600.84
FG 2598.16

LIMIT OF CATCH BASIN
CURB OPENING (TYP.)
25 9
9 EX. 6" CURB & GUTTER
17 .
9 %
STREET LIGHT PEDESTAL.

SEE SHEETS 7-9.
(26
0 0
)
(26
0 1
)
(26
0 2
)
(2
6 0
0 )
(
2 6
0 1
)
(2596
)(259
7 )
(259
8 )
(2
5 9
9 )
(2600)
(25
9 8
)
(2599)
(2601)
(26
0 1
)
(26
0 2
)
(
2 5
9 5
)
(2600)
(
2 5
9 6
)
(
2 5
9 7
)
(
2 5
9 8
)
(
2 5
9 9
)
2 0.8%
TR
1 .
9 %
FL 2596.25
FL 2597.00

1.1%
11 .
5 '
12 .
7 '

SEDIMENT TRAP
TOP: 2597.00
BOTTOM: 2594.00

1.6%
FG 2596.54
FG 2596.49
259
8 25
9 5

9. 0
'
1 25
9 6
259
7 33
.
3 %
BO
T
T
O
M

O
F

S
E
D
I
M
E
N
T

T
R
A
P

2 5
9 3
.
0 7
45° BEND
90° BEND45° BEND

48.48 LF OF 6" PVC
@ 0.5% N44° 51' 16"E

48.58 LF OF 6" PVC
@ 0.5% N0° 08' 44"W
130.29 LF OF 6" PVC
@ 0.5% N89° 51' 16"E

17.84 LF OF 6" PVC
@ 0.5% N44° 51' 16"E
RIM: 2595.0
IE: 2593.5 6

30.6'
TR

SLOPE PER PL
A
N
3:
1 M
A
X

SLOPE PER P
L
A
N
2' BENCH
EX. GRADE

FLOWLINE PER PLAN
EX.

PL
MATCH

EG AT PL

SLOPE PER PLAN
3:1 M
A
X
3:
1 M
A
X

BOTTOM OF
TRAP = 2594.00
EX. GRADE2' BENCH
PROTECT-IN-PLACE EX. FENCE
EX.

PL
TOP OF
TRAP: 2597.00

9.0'

9.0'
3:1 M
A
X
3:
1 M
A
X

SLOPE PER
P
L
A
N

BOTTOM OF
TRAP = 2593.07
℄LIMITS
OF PAD
EX. GRADE
PAD=2598.28
EX. CURB AND
GUTTER

40.0'
N HIGHLAND SPRINGS AVE.

PROP.

R/W
EX.

R/W

15.0'HP

2.0%
MAX
LIMITS
OF PAD
PAD=2598.28
EX. GRADE
2:1 MAX

EARTHEN SWALE

SLOPE PER PLAN
SLOPE

PER PLAN
℄
EX.

R/W
PROP.

R/W
EX. GRADE
EX. CURB AND
GUTTER
HP

40.0'
E 8TH ST.

10.0'

2.0%
MAX
4 EX. RCFC&WCD CURB

INLET AND DRAINAGE
CULVERT PER DWG 5-147

NORTH HIGHLAND
SPRINGS AVE.

8.5' X 6' DRAINAGE

CULVERT
FL INV: (2588.1±)
18" RCP
INV IN: 2589.1
FG
EG/RIM: (2596.75)
6" SDR-35 PVC
INV: 2589.37

SEE PLAN FOR

CONTINUATION
5RIM = 2597.0 EG

16.76 LF OF 1
8 "

R
C
P

@

1 %
Q100 = 1.5 CF
S
;

V

=

0 .
8 5

F
P
S
PROP.

R/W
EX.

R/W
HP
WSE: (2591.980)
WSE: 2591.984

2.0%
MAX
18" RCP
INV: 2589.27 13.3'

TO BE PRIVATELY

OWNED AND

MAINTAINED
78 DATEBRYAN NORD
R.C.E.

No. 87326

S H E E T
1 WDID#: 8 33C393742
05-12-2021

ROUGH GRADING PLAN
4 0

GRAPHIC SCALE IN FEET
20 10 20 40
NORTH

SITE PREPARATION SHOULD BE IN ACCORDANCE WITH GEOTECHNICAL INVESTIGATION

GRADING NOTES

B SECTION B

A SECTION A

C SECTION C

D SECTION D E SECTION E
CONSTRUCT SEDIMENT TRAP PER CASQA DETAIL SE-31
CONNECT 18" RCP TO CATCH BASIN. SEE DETAIL 1 HEREON.2

BUILDING PAD IN ACCORDANCE WITH GEOTECHNICAL REPORT
NO. 3-220-0008 BY SALEM ENGINEERING GROUP, DATED
JANUARY 31, 2020.
3 CONSTRUCT STORM DRAIN CONNECTION PER RCFC&WCD STD.

DWG. NO. JS228 - JUNCTION STRUCTURE NO. 3
4 JENSEN PRECAST 36-INCH INNER DIAMETER STORM DRAIN
MANHOLE.
5 OVEREXCAVATION NOTES
OVEREXCAVATE AND RECOMPACT 4 FEET BELOW EXISTING GRADE
OR 2 FEET BELOW PROPOSED FOOTING BOTTOM, WHICHEVER IS
GREATER. LIMITS OF OVEREXCAVATION AND RECOMPACTION SHALL EXTEND 5 FEET LATERALLY BEYOND LIMITS OF OUTER EDGES OF PROPOSED FOOTINGS.

BOTTOM OF PAD EXCAVATION = 2593.0
REFERENCE GEOTECHNICAL REPORT NO. 3-220-0008 BY SALEM ENGINEERING GROUP, DATED JANUARY 31,2020 FOR FURTHER OVEREXCAVATION AND RECOMPACTION INSTRUCTIONS.
1 1 DETAIL 1

CBC NOTES

1.“THE TOP OF ANY EXTERIOR FOUNDATION SHALL EXTEND ABOVE THE

ELEVATION OF STREET GUTTER AT POINT OF DISCHARGE OR THE INLET OF AN APPROVED DRAINAGE DEVICE A MINIMUM OF 12” PLUS 2%.” [CBC 1808.7.4]

2."THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATIONS SHALL

BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN ONE-UNIT VERTICAL IN 20 UNITS HORIZONTAL (5%-SLOPE) FOR A MINIMUM DISTANCE OF 10' MEASURED PERPENDICULAR TO THE FACE OF THE WALL. IF PHYSICAL OBSTRUCTIONS OR LOT LINES PROHIBIT 10' OF HORIZONTAL DISTANCE, A 5% SLOPE SHALL BE PROVIDED TO AN

APPROVED ALTERNATIVE METHOD OF DIVERTING WATER AWAY FROM THE FOUNDATION. SWALES USED FOR THIS PURPOSE SHALL BE
SLOPED A MINIMUM OF 2% WHERE LOCATED WITHIN 10' OF THE
BUILDING FOUNDATION. IMPERVIOUS SURFACES WITHIN 10' OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2% AWAY FROM THE BUILDING." [CBC 1804.4]

EXISTING PROPERTY LINE / R/W

PROPOSED PROPERTY LINE / R/W

CENTERLINE

PROPOSED STORM DRAIN

EXISTING CONTOUR

PROPOSED CONTOUR

GRADE BREAK

CUT/FILL (DAYLIGHT) LINE

PROPOSED SPOT ELEVATION

EXISTING SPOT ELEVATION

PROPOSED SLOPE

EXISTING SLOPE
(XXXX)
XXXX
FS XXX.XX
X.XX%
(X.XX%)
FS (XXX.XX)
GB GB
//
LEGEND
6" PVC OVERFLOW RISER. RIM PER PLAN. CONTRACTOR TO
INSTALL NDS ATRIUM DRAIN PART NO. 80 AT RIM ELEVATION
6 ENGINEERING NOTES

1.UTILITIES ARE SHOWN FOR COORDINATION PURPOSE ONLY. REFER TO

FRANCHISE UTILITY APPROVALS FOR DETAILS REGARDING ELECTRICAL, CATV, AND NATURAL GAS.

SETTLING ZONE / SEDIMENT STORAGE VOLUME REQUIRED

AREA (SF)
CASQA SE-3

SETTLING VOLUME
(CY/AC)
CASQA SE-3

STORAGE VOLUME
(CY/AC)

VOLUME REQUIRED (CF)VOLUME PROVIDED (CF) PONDING DEPTH (FT)INFILTRATION RATE (IN/HR)DRAW DOWN TIME (HR)
PARCEL 1 47,342 67 33 2934 3103 1.93 0.39 59
PARCEL 2 36,701 67 33 2275 2532 2.25 0.39 69

SEDIMENT TRAP SIZING CALCULATION
INSTALL 18" RCP 1350-D, CLASS III, WITH BELL AND SPIGOT WATER TIGHT CONNECTIONS. TRENCHING AND BEDDING PER
RCFC & WCD STD DWG M815 PER 'RCP PAY LINE NORMAL

CONDITION'
7 INSTALL RED VALVE TIDE FLEX 'CHECKMATE' INLINE CHECK
VALVE. 10" INSIDE DIAMETER WITH UPSTREAM CLAMP
8 1 RELOCATION OF BUS STOP, REMOVAL OF CROSS GUTTER
DETAIL, & SEWER MANHOLE AT SS MAIN CONNECTION 2/8/222172211REL2&$7,2N 2) %8S S723 RE029$L 2) &R2SS *877ER 'E7$,L SEWER 0$N+2LE $7 SS 0$,N &2NNE&7,2N 21722
3371$
02/24/2022
02/25/2022

FS 2600.40
FS 2600.54 L
N89°10'30"E 148.51'
N89°10'30"E 130.68'
S0
0 °
0 8
'
4 5
"
E

4 5
.
1 8
'
R =9 4 9 .9 2 '
L =1 6 0 .8 3 'Δ =9 °4 2 '0 4 "
R =9 5 6 .8 7 '
L =1 6 0 .6 9 'Δ =9 °3 7 '2 0 "
N0
0 °
0 7
'
4 0
"
W

1 0
.
1 7
'
R15
.
0 '
R
1 5
.
0 '

6. 0
'
6 .
0 '

3. 0
'
1 .
5 %

1.2 %

0. 9
%

1. 5
%

1. 5
%

5.3 %
6 .
6 %

EX ROAD EASEMENT PER
INSTRUMENT NO. 85601
1 0
.
0 '
(3
2 .
0 '
)
EX. UTILITY EASEMENT PER INSTRUMENT
NO. 104649 TO BE QUITCLAIMED PER

SEPARATE INSTRUMENT

35.0'

DRIVEWAY

CENTERLINE
10" VCP SEWER
PER W.O.82-082
EXISTING 12"

WATER MAIN
PER W.O. 82-082
11+00
12+00
13+00
E 8TH STREET
PR. ROW
EX. ROW
PR. ROW
EX. ROW
C/L
START
END

FOR PRIVATE GRADING
SEE SHEET 4
C/L
FS 2599.74
EXISTING 6" CURB

AND GUTTER
TO REMAIN (TYP.)

1. 8
%

2. 0
%

CONTRACTOR TO REMOVE STRIPING
PRIOR TO SLURRY SEAL.

CONTRACTOR TO REAPPLY STRIPING
IN PLACE. CONTRACTOR TO

COORDINATE WITH BEAUMONT PUBLIC

WORKS DEPARTMENT FOR STRIPING
APPLICATION REQUIREMENTS.
(2601)
(2602
)
(2601)
R=30'
R=3'
R=3'
R=31'
R=3'

15.5'

15.5'
EX. STRIPING (TYP.)
2600
2601
2602

2. 0
'

M
I
N
.
10 .
0 '

20.0'

24.0'

BCR TO BUS STOP

1. 5
%

0. 7
%
0 36

ENDSTART
TC (2601.37)
FL (2600.87)
TC (2600.91)
FL (2600.41)
TC\FS 2601.68
TC 2601.79
FS 2601.29
TC 2601.16
FS 2600.66
TC 2601.18
FS 2600.68
TC 2601.79
FS 2601.29
TC 2601.85
FS 2601.35
FS (2602.78)
FS 2602.11
FS 2601.99
FS 2601.81
FS 2601.63
FS 2601.45
FS 2601.73
FS 2601.32
FS 2601.29
FS 2600.97
FS (2600.15)
FS 2600.58
FS 2600.73
FS 2600.93
FS (2600.94)
FS (2601.01)
FS (2600.94)FS (2600.76)
FS (2600.62)
FS (2600.55)
FS 2601.71
FG 2601.16 FG 2601.02 FG 2600.79 FG 2600.61 FG 2600.50
FG 2601.84
FG 2601.98
FG 2602.14
FG 2602.30
FG (2603.79)
TC\FS 2601.26
FS 2601.32
7 7
9 8 10
6 5
5 1
1 1
11 12
TC 2601.41
FS 2600.91
17 16
24 24
FS 2599.67
26 FS 2601.79
FS (2599.81)
19 20 21
FL (2600.37)
TC (2600.85)TC (2600.65)TC (2600.50)
FL (2600.18)FL (2600.19)
FS 2601.46
FL (2601.08)
TC (2601.55)
FL (2601.25)
TC (2601.72)
FL (2601.42)
TC (2601.91)
FL (2601.56)
TC (2602.03)
FL (2601.67)
TC (2602.15)
FL (2600.90)
TC (2601.37)
FS 2600.32
FS 2600.46
1818
17 S00°50'43"E 169.21'
S00°50'43"E 150.02'
S8
9 °
5 1
'
1 6
"
W
15 .
0 0
'
R=20.00'
L=26.37' Δ=75°33'21"
S00°50'43"E 40.11'S00°43'39"E 39.30'
S32°
0 5
'
3 1
"
E

2 3
.
4 6
'
R =3 0 .0 0 '
L =4 7 .1 7 'Δ =9 0 °0 5 '5 1 "
DD

6. 0
'

6. 0
'

35.0'
R15
.
0 '
R
1 5
.
0 '

3. 0
'

1. 5
%

1. 5
%

1. 2
%

4. 9
%

EX ROAD EASEMENT PER
INSTRUMENT NO. 85601
(3
2 .
4 '
)
EXISTING 8" SEWER
PER DWG BEAU-406
EXISTING 6"

WATER MAIN

EXISTING RCFC&WCD CURB
INLET PER DWG 5-147

EXISTING RCFC&WCD

DRAINAGE CULVERT
PER DWG 5-147
10+00 11+00 12+00 13+00

N HIGHLAND SPRINGS AVE
ROW
EX. ROW
ROW

C/LC/L C/L
START
END
PRIVATE GRADING SEE SHEET 4
59 L
F

O
F

6 "

S
D
R
-
3 5

P
V
C
@
1 .
0 %
,

S
8 9
°
5 1
'
1 3
"
W

1. 3
%
FS 2599.68 FS 2599.52
FS 2599.74
FS 2599.55 0.8%1.4
%

0.5 %

2.7 %

3.9 %
1 .
2 %
7 .
0 %
FS (2599.68)
TYP

1. 9
%

1. 5
%
T-GRIND 12" PAST SAWCUT
LINE. EXISTING PAVEMENT
TO BE MILLED TO A 0.1'
MINIUMUM (TYP.)

CONTRACTOR TO REMOVE STRIPING
PRIOR TO SLURRY SEAL.

CONTRACTOR TO REAPPLY STRIPING
IN PLACE. CONTRACTOR TO

COORDINATE WITH BEAUMONT PUBLIC

WORKS DEPARTMENT FOR STRIPING
APPLICATION REQUIREMENTS.
(25
9 5
)
(2
6 0
0 )
(259
6 )
(25
9 7
)
(25
9 8
)
(259
9 )
(
2 6
0 0
)

EXISTING RCFC&WCD

DRAINAGE CULVERT
PER DWG 5-147
UTILITY CROSSING:

BOTTOM SD CULVERT = (2585.5±)
TOP SS = 2584.74
UTILITY CROSSING:

BOTTOM SD CULVERT = (2585.5±)
TOP SS = 2584.83

EXISTING RCFC&WCD

DRAINAGE CULVERT
PER DWG 5-147
1 0.00

ST LIGHT

22.8'
PR. ROW
FS 2
5 9
9 .
1 5
EX. STRIPING (TYP.)

4. 4
'

7.7'

EXISTING RCFC&WCD CATCH
BASIN PER DWG 5-147
259625972598
25 9
9 1.
9 %
LIMITS OF CURB OPENING (TYP.)
(4) TOTAL PER DWG 5-147
BC
R

T
O

B
U
S

S
T
O
P
EN
D
48" SEWER MANHOLE
STA 12+82.50
RIM: 2595.28
IE 8" IN (2583.9±)
IE 6" IN 2584.0
IE 8" OUT (2583.9±)
D
FS (2600.15)
FL (2595.46)TC (2595.65)
FL (2595.15)
TC (2594.30)
FL (2593.80)
TC (2594.16)
FL (2593.66)
FS (2599.00)FS (2598.60)
FS (2596.92)
FS 2596.17
FS 2595.72
FS 2596.10
FS 2596.01 FS 2594.82FS 2594.91
FS 2594.37
FS (2594.74)FS 2595.86
TC\FS 2595.94
FS 2594.72
TC\FS 2594.83
FS (2593.96)
FS (2594.08)FS (2595.37)
FS (2595.29)
FS 2595.97
FS 2594.70
7 7
5 6 10
1 11
TC 2595.91 TC 2594.79
14 27
24 24
FS 2599.44
FS
2 5
9 9
.
4 0
TC\FS 2599.06
TC\F
S

2 5
9 8
.
9 3
FS
2 5
9 9
.
4 4
FS (2599.52)
FS (2598.41)
FS 2599.67
FS 2599.45
FS 2
5 9
9 .
0 9
FS

2 5
9 9
.
0 4
FS

2 5
9 9
.
1 4
FS 2599.25
FS 2599.32
FS (2599.40)
FS (2599.22)
FS (2598.54)FS (2598.76)
FS (2599.66)
FS (2599.52)
25 23
FS (2599.04)
FS (2599.24)
9 26
13 9
25 FS (2599.81)
TC (2599.85)
FL (2599.35)
TC (2599.53)
FL (2599.03)
FS 2596.41
22 TC (2596.09)
TC (2596.77)TC (2598.49)
FS 2598.81
FL (2598.23)
TC (2598.73)TC (2598.86)
FL (2598.23)
TC (2600.08)
FL (2599.62)
FG 2596.69FG 2599.09 FG 2598.92 FG 2597.20
18 SEWER CAP AND

CLEAN OUT
IE 6" OUT 2584.60
15 6.
5 '

10.0'
10 .
0 '

DATEBRYAN NORD
R.C.E.

No. 87326

S H E E T
1 WDID#: 8 33C393742
05-12-2021

PUBLIC IMPROVEMENTS
5 E 8TH STREET PUBLIC IMPROVEMENTS
SCALE: 1"=10'

N HIGHLAND SPRINGS AVE PUBLIC IMPROVEMENTS
SCALE: 1"=10'

CONSTRUCTION NOTESLEGEND

COMMERCIAL DRIVEWAY
8" PCC CLASS "2" CONCRETE PER
COUNTY OF RIVERSIDE STD. NO. 207A

SIDEWALK
4" PCC CLASS "B" CONCRETE PER
COUNTY OF RIVERSIDE STD. NO. 401
EX. ROW / PROPERTY BOUNDARY
C/L

Z SAWCUT LINE

FULL DEPTH ASPHALT REPLACEMENT

MATCH IN KIND

DEMO NOTES
0 GRAPHIC SCALE IN FEET
10 5 10 20
NORTH
0 GRAPHIC SCALE IN FEET
10 5 10 20
NO
R
T
H
CRACK FILL AND SLURRY COAT.

STORM DRAIN CONNECTION
REFERENCE SHEET 4 - ROUGH GRADING PLAN

GENERAL NOTES

1.CONTRACTOR MUST START AT DOWNSTREAM MOST CONNECTION WHEN INSTALLING SEWER AND STORM DRAIN. CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD IMMEDIATELY SHOULD ANY DISCREPANCIES BETWEEN THE PLANS AND ON SITE CONDITIONS BE DISCOVERED.

2.PUBLIC SYSTEMS AND ANY PROPOSED WORK WITHIN THE PUBLIC RIGHT OF WAY IS NOT A PART OF THE CITY OF BEAUMONT, DEPARTMENT OF BUILDING AND SAFETY REVIEW OR APPROVAL.PROPOSED LOT LINE PER PM 37983 1 RELOCATION OF BUS STOP, REMOVAL OF CROSS GUTTER
DETAIL, & SEWER MANHOLE AT SS MAIN CONNECTION 2/17/22
1 1
1 DEMOLISH AND REMOVE EXISTING CURB AND
GUTTER
1 CONSTRUCT COMMERCIAL DRIVEWAY PER
COUNTY OF RIVERSIDE STD. NO. 207A
5 CONSTRUCT 6" TYPE D CURB PER COUNTY OF
RIVERSIDE STD. NO. 204
6 CONSTRUCT SIDEWALK PER COUNTY OF
RIVERSIDE STD. NO. 401
7 CONSTRUCT CROSSGUTTER PER COUNTY OF
RIVERSIDE STD. NO. 209
8 3' FULL DEPTH AC SLOT PATCH. MATCH IN KIND9
SAWCUT EXIST. PAVEMENT10

REMOVE AND REPLACE EXISTING WATER AIR VAC

PER SEPARATE PERMIT
11 EXIST. UTILITY APPURTENANCE TO BE

RELOCATED
12 RELOCATE SPEED LIMIT SIGN13
CONSTRUCT 48" SEWER MANHOLE PER EMWD
STD DWG SB-53. SAWCUT AND REPLACE FULL
DEPTH AC PAVEMENT, SIZE PER PLAN.

CONTRACTOR TO MATCH EXISTING AC AND BASE
SECTION, PER EMWD STD DWG SB-181.

CONCRETE COLLAR AND MANHOLE COVER PER
BEAUMONT STANDARD SB-61M. PAVING AND

TRENCH RESTORATION PER BEAUMONT PUBLIC
WORKS STANDARDS, DATED AUGUST 11, 2021.
14 SEWER CONTINUATION PER SEPARATE PERMIT.

SEWER CLEANOUT PER EMWD STD DWG SB-52
15 PROPOSED WATER SERVICE PER SEPARATE
PERMIT
16 PRIVATE WATER CONNECTION PER SEPARATE

BEAUMONT CHERRY VALLEY WATER DISTRICT
PERMIT
17 PAINT CURB RED PER RTA BUS STOP GUIDELINES
FIGURE 18, SEE DETAIL A SHEET 2
18 INSTALL RIVERSIDE TRANSIT AGENCY BUS STOP
SIGN PER RTA BUS STOP GUIDELINES FIGURE 17,
SEE DETAIL B SHEET 2
19 INSTALL 2' X 6' BUS BENCH PER RTA BUS STOP
GUIDELINES FIGURE 19, SEE DETAIL C SHEET 2
20 INSTALL RIVERSIDE TRANSIT AGENCY BUS

SHELTER PER RTA BUS STOP GUIDELINES FIGURE
18, SEE DETAIL A SHEET 2
21 INSTALL MUTCD R7-1 "NO PARKING" SIGN WITH

RIGHT ARROW PER RTA BUS STOP GUIDELINES
FIGURE 18, SEE DETAIL A SHEET 2
22 12" WHITE PAVEMENT MARKING, MATCH IN KIND23

DETECTABLE WARNING STRIP PER COUNTY OF
RIVERSIDE STD. NO. 403
24 ADJUST ELECTRICAL BOXES LID TO GRADE25
STREET LIGHT PER SHEETS 7-926

CURB RAMP CASE A PER COUNTY OF RIVERSIDE
STD. NO. 403
27 1
1 1
1 1
1 1
3371A
02/24/2022
02/25/2022
剆䤠〱〠ⴠ

D
V
V
V
V
V
V
V
V
V
V
V
V

VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V

V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
0000
000
00 0
000000000
0 0
0 0 0 0
0 0
0 0 0 0 00
0 0
0 0
0 000
0 0 00
0 0
0 0 0 0 00
0 0
3 2
6 2
2 2
2 2
2 5
8TH STREET
HI
G
H
L
A
N
D

S
P
R
I
N
G
S

A
V
E
N
U
E

EXISTING R/W
EX. R/W
PROP. R/W
P
R
O
P
.

R
/
W
℄

SEDIMENT TRAP
SE-3
SE
D
I
M
E
N
T

T
R
A
P
SE
-
3 0000
2 0
0 0
0 0
0000
2 0 0 0 0 0 00000
2 0 0 0 00
0 0
2 0
0 0
000000000000000
00000000000000
0 0
0 000000000000
±12.0'
4 ±1
2 .
0 '
1 4
1 8
8 7

SAMPLING

LOCATION

SAMPLING

LOCATION
15' MAX

INTERVAL

SPACING
15' MAX

INTERVAL

SPACING
7 2598
25 9
4 25
9 7
259
8 25
9 9
2600
259
7 2598
2599
C/L
PAD 2598.28
0 0
0 0
000
2 DATEBRYAN NORD
R.C.E.

No. 87326

S H E E T
1 WDID#: 8 33C393742
05-12-2021
NORTH
0 GRAPHIC SCALE IN FEET
20 10 20 40

EROSION CONTROL CONSTRUCTION NOTES

CONTRACTOR TO USE BEST MANAGEMENT

PRACTICES TO ENSURE COMPLIANCE WITH

NPDES AND WATER MANAGEMENT DISTRICT

REGULATIONS FOR STORMWATER

DISCHARGE FROM CONSTRUCTION
ACTIVITIES AND DEWATERING OPERATIONS.

SITE PREPARATION SHOULD BE IN ACCORDANCE WITH GEOTECHNICAL INVESTIGATION

1.ALL GRADED DISTURBED OR ERODED AREAS THAT WILL NOT BE PERMANENTLY

PAVED OR COVERED BY A STRUCTURE, SHALL BE PERMANENTLY
REVEGETATED AND IRRIGATED . ALL REQUIRED REVEGETATION AND EROSION CONTROL SHALL BE COMPLETED WITHIN 90 CALENDAR DAYS AFTER ALL GRADING ACTIVITY IS COMPLETE WITHIN PROJECT LIMITS.

2.CONSTRUCTION OF THE SEDIMENT TRAP ON EACH PARCEL IS NOT REQUIRED

FOR THE COMPLETION OF THIS PERMIT, IF THE PRECISE GRADING AND

IMPROVEMENT PERMIT OR BUILDING PERMIT FOR SUCH PARCEL IS WITHIN 30-DAYS OF PERMIT ISSUANCE.

3.INTERIM BINDER NOTE: GRADED, DISTURBED, OR ERODED AREAS TO BE

TREATED WITH A NON-IRRIGATED HYDROSEED MIX SHALL RECEIVE AN INTERIM BINDER/TACKIFIER AS NEED BETWEEN APRIL 2 AND AUGUST 31 FOR

DUST-EROSION CONTROL WITH SUBSEQUENT APPLICATION OF HYDROSEED MIX DURING THE RAINY SEASON BETWEEN OCTOBER 1 AND APRIL 1

4.HYDROSEEDING PROCEDURES SHALL BE AS FOLLOWS:
·SEED MIXES SHALL BE SPECIFIED BY THE PURE LIVE SEED OF EACH SPECIES. ·FIBER MULCH SHALL BE APPLIED AT A MINIMUM RATE OF 2,000 POUNDS PER

ACRE EXCEPT WHEN USED IN CONJUNCTION WITH STRAW MULCH, WHEN IT SHALL BE APPLIED AT A MINIMUM RATE OF 400 POUNDS PER ACRE. ·A WETTING GENT CONSISTING OF 95 PERCENT ALKYL POLYETHYLENE GLYCOL ETHER SHALL BE APPLIED AS PER MANUFACTURERS' RECOMMENDATIONS. ·EQUIPMENT USED FOR THE APPLICATION OF SLURRY SHALL HAVE A BUILT-IN AGITATION SYSTEM TO SUSPEND AND HOMOGENEOUSLY MIX THE SLURRY.

THE SLURRY MIX SHALL BE DYED GREEN. THE EQUIPMENT MUST HAVE A PUMP CAPABLE OF APPLYING SLURRY UNIFORMLY.

EROSION CONTROL
6 THE FOLLOWING BMPS AS OUTLINED IN, BUT NOT LIMITED TO, THE CALIFORNIA STORMWATER BMP HANDBOOK DATED NOVEMBER 2009, OR THE LATEST REVISED EDITION, MAY APPLY DURING THE CONSTRUCTION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED AS NEEDED:

BMP NOTES
INSTALL CONSTRUCTION ENTRANCE PER CASQA DETAIL TC-11
INSTALL CHECK DAM PER CASQA DETAIL SE-42
STAGING AREA PER CASQA DETAILS NS-8, NS-9, NS-10, WM-1, WM-2, WM-3, WM-4, WM-5, WM-6, WM-8, WM-9, WM-10
3 INSTALL ENTRANCE/OUTLET TIRE WASH PER CASQA DETAIL TC-34 INSTALL INLET PROTECTION PER CASQA DETAIL SE-105
SILT FENCE ON P/L SHOWN WITH A 4' OFFSET FOR ILLUSTRATIVE PURPOSES ONLY. DO NOT STAKE FROM AUTOCAD. CONTRACTOR TO VERIFY PROPERTY LINE CONDITIONS PRIOR TO CONSTRUCTION. PER CASQA DETAIL SE-1 6 INSTALL FIBER ROLLS PER CASQA DETAIL SE-57
STREET SWEEPING AND VACUUMING PER CASQA DETAIL SE-78

RIGHT-OF-WAY

EASEMENT LINE

ROAD CENTERLINE

SILT FENCE
PROPOSED STORM DRAIN LINE (>12" Ø)

CONSTRUCTION ENTRANCE

MATERIAL STORAGE AND DELIVERY, EQUIPMENT

STORAGE AREA, STOCKPILE AREA, SANITARY

AREA, TRASH STORAGE, HAZARDOUS MATERIAL,

CONCRETE MANAGEMENT, VEHICLE MAINTENANCE,

AND EQUIPMENT STORAGE AREA

FLOW LINE

GRAVEL BAGS

FIBER ROLLS

SEDIMENT TRAP

PROPOSED MANHOLE

TESTING LOCATION
>>
LEGEND
>>>
000000000000000
D
EC-1, SCHEDULING
EC-2, PRESERVATION OF EXISTING VEGETATION
EC-4, HYDROSEED
EC-7, GEOTEXTILES AND MATS
EC-15, SOIL PREPARATION/ROUGHENING
WE-1, WIND EROSION CONTROL
NS-1, WATER CONSERVATION PRACTICES
NS-3, PAVING AND GRINDING OPERATIONS
NS-6, ILLICIT CONNECTION/DISCHARGE
NS-7, POTABLE WATER/IRRIGATION
NS-12, CONCRETE CURING
NS-13, CONCRETE FINISHING

EROSION CONTROL NOTES
1 RELOCATION OF BUS STOP, REMOVAL OF CROSS GUTTER
DETAIL, & SEWER MANHOLE AT SS MAIN CONNECTION 2/8/222/17/2211RELOCATION OF BUS STOP, REMOVAL OF CROSS GUTTER DETAIL, & SEWER MANHOLE AT SS MAIN CONNECTION 2/17/22
3371A
02/24/2022
02/25/2022

20,000 GAL
REGU
L
A
R
12,000 GAL
D
I
E
S
E
L

8 ,0
0 0

GAL

PREMIU M
BENCHMARK:

ELEV. 0000.00, NGVD 29
BY MARK APPR.DATE

ENGINEER CITY

DESCRIPTION
SEAL DESIGN BY:

DRAWN BY:

CHECKED BY:

SCALE:

DATE:

JOB NUMBER:

FILE NO:
----
----

AS SHOWN
----
RB
RB

AS SHOWN
5/18/2021
Y1-012
DD
LIGHTING DESIGN | ELECTRICAL ENGINEERING
27201 Calle Juanita
Dana Point, CA 92624
Ph. 949.201.1333
candelaengineering.com

TITLE SHEET

STREET LIGHT GENERAL NOTES
“
”
“”

STREET LIGHT GENERAL NOTES (CONT'D)
57 11 RELOCATION O) BUS STOP, REMO9AL O) CROSS GUTTER
DETAIL, SEWER MANHOLE AT SS MAIN CONNECTION 2/1/22
1A
02/24/2022
02/25/2022

BENCHMARK:

ELEV. 0000.00, NGVD 29
BY MARK APPR.DATE

ENGINEER CITY

DESCRIPTION
SEAL DESIGN BY:

DRAWN BY:

CHECKED BY:

SCALE:

DATE:

JOB NUMBER:

FILE NO:
----
----

AS SHOWN
----
RB
RB

AS SHOWN
5/18/2021
Y1-012
DD
LIGHTING DESIGN | ELECTRICAL ENGINEERING
27201 Calle Juanita
Dana Point, CA 92624
Ph. 949.201.1333
candelaengineering.com

AND CIRCUIT DIAGRAMS

STREET LIGHT DETAILS
P1
CIRCUIT DIAGRAM SP1-5,7
58 11 RELOCATION O) BUS STOP, REMO9AL O) CROSS GUTTER
DETAIL, SEWER MANHOLE AT SS MAIN CONNECTION 2/1/22
1A
02/24/2022
02/25/2022

20,000 GAL

R
EG
U
L
A
R
1 2 ,000 GAL

D
I
E
S
E
L

8 ,
0 0
0 GA
L

PREMI U M
BENCHMARK:

ELEV. 0000.00, NGVD 29
BY MARK APPR.DATE

ENGINEER CITY

DESCRIPTION
SEAL DESIGN BY:

DRAWN BY:

CHECKED BY:

SCALE:

DATE:

JOB NUMBER:

FILE NO:
----
----

AS SHOWN
----
RB
RB

AS SHOWN
5/18/2021
Y1-012
DD
LIGHTING DESIGN | ELECTRICAL ENGINEERING
27201 Calle Juanita
Dana Point, CA 92624
Ph. 949.201.1333
candelaengineering.com

STREET LIGHT POWER PLAN

CONSTRUCTION NOTES
59 11 RELOCATION O) BUS STOP, REMO9AL O) CROSS GUTTER
DETAIL, SEWER MANHOLE AT SS MAIN CONNECTION 2/1/22
1A
02/24/2022
02/25/2022

N89°10'30"E 130.67'
S5
7 °
0 4
'
0 3
"
E

3 6
.
0 8
'
R =9 6 0 .0 0 '
L =1 6 0 .7 1'Δ =9 °3 5 '2 9 "
N89°10'30"E 130.67'
R
=
3 0
.0
0 '
L=
4 7.1
7'
Δ
=
9 0
°
0 5
'
5 1
"
S0
0 °
0 7
'
4 0
"
E

4 5
.
3 1
'
R =9 5 0 .0 0 '
L =1 6 0 .8 5 'Δ =9 °4 2 '0 4 "
TC (2602.62)
FL (2602.12)
TC (2602.53)
FL (2602.03)
TC (2602.41)
FL (2601.91)
TC (2602.22)
FL (2601.72)
TC (2602.05)
FL (2601.55)
TC (2601.82)
FL (2601.32)
TC (2601.39)
FL (2600.89)
TC (2600.58)
FL (2600.08)
TC (2600.70)
FL (2600.20)
TC (2600.81)
FL (2600.31)
TC (2601.00)
FL (2600.50)
TC (2601.15)
FL (2600.65)
TC (2601.35)
FL (2600.85)
TC\FS 2601.66
TC 2601.78
FS 2601.28
TC 2601.16
FS 2600.66
TC 2601.18
FS 2600.68
TC 2601.79
FS 2601.29
TC 2601.78
FS 2601.28
FS (2602.78)
FS 2602.11
FS 2601.99
FS 2601.81
FS 2601.63
FS 2601.45
FS 2601.69
FS 2601.24
FS 2601.30
FS 2601.01
FS (2600.15)FS 2600.28FS 2600.39
FS 2600.58
FS 2600.78
FS 2600.93
FS (2600.94)
FS (2601.01)
FS (2600.94)FS (2600.76)
FS (2600.62)
FS (2600.55)
FS 2601.72
FG 2601.14 FG 2601.02 FG 2600.83 FG 2600.68 FG 2600.58
FG 2602.33
FG 2602.68
FG 2603.06
FG 2603.42
FG (2603.79)

15.6'

15.0 '
R15
.
0 '
R
1 5
.
0 '
R25.0
'
R25.0'
R
2 .
5 '
R
3 .
0 '
R3.0'

6. 0
'
TC\FS 2601.25
FS 2601.20
6 .
0 '

3. 0
'
1 .
5 %

0.9 %

1. 2
%

1. 5
%

1. 5
%

5.4 %
6 .
3 %
7 7
9 8 10
6 5
5 1
1 1

EX ROAD EASEMENT PER
INSTRUMENT NO. 85601
1 0
.
0 '
(3
2 .
0 '
)
EX. UTILITY EASEMENT PER INSTRUMENT
NO. 104649 TO BE QUITCLAIMED PER

SEPARATE INSTRUMENT
11 12

35.0'
TC 2601.49
FS 2600.99

DRIVEWAY

CENTERLINE
10" VCP SEWER
PER W.O.82-082
EXISTING 12"

WATER MAIN
PER W.O. 82-082
11+00
12+00
13+00
E 8TH STREET
PR. ROW
EX. ROW
PR. ROW
EX. ROW
C/L
START
END

FOR PRIVATE GRADING
SEE SHEET 4
C/L
17 17 17
17 17 17
16 24
24 FS 2599.41
FS (2599.88)

3. 5
%
25 EXISTING 6" CURB

AND GUTTER

2. 1
%

2. 1
%
27 FS 2601.78

CONTRACTOR TO REMOVE STRIPING
PRIOR TO SLURRY SEAL.

CONTRACTOR TO REAPPLY STRIPING
IN PLACE. CONTRACTOR TO

COORDINATE WITH BEAUMONT PUBLIC

WORKS DEPARTMENT FOR STRIPING
APPLICATION REQUIREMENTS.
(2601)
(2602
)
(2601)
(2600)
'PARCEL A' PER PM ___
S5
7 °
0 4
'
0 3
"
E

3 6
.
0 8
'
S00°43'39"E 39.44'
R =3 0 .0 0 '

7.1 7'Δ =9 0 °0 5 '5 1 "
S00°50'43"E 40.11'
R=20.00'
L=26.36' Δ=75°31'18"
S00°50'43"E 150.07'
S00°50'43"E 169.25'
DD
TC (2599.37)
FL (2598.87)
TC (2598.99)
FL (2598.49)
TC (2597.26)
FL (2596.76)
TC (2596.59)
FL (2596.09)
TC (2596.29)
FL (2595.79)
TC (2594.89)
FL (2594.39)
TC (2594.76)
FL (2594.26)
FS (2599.00)FS (2598.60)
FS (2596.90)FS 2596.17 FS 2595.72
FS 2596.10
FS 2596.01 FS 2594.82FS 2594.91
FS 2594.37
FS (2594.74)
FS 2595.86
TC\FS 2595.94
FS 2594.72
TC\FS 2594.83
FS (2593.96)
FS (2594.08)FS (2595.37)
FS (2595.29)

6. 0
'

6. 0
'

35.0'
R15
.
0 '
R
1 5
.
0 '
FS 2595.97
FS 2594.70

3. 0
'

1. 5
%

1. 5
%

1. 2
%

4. 9
%
77 5
6 10
1 11

EX ROAD EASEMENT PER
INSTRUMENT NO. 85601
TC 2595.91 TC 2594.79
(3
2 .
4 '
)
EXISTING 8" SEWER
PER DWG BEAU-406
EXISTING 6"

WATER MAIN

EXISTING RCFC&WCD CURB
INLET PER DWG 5-147

EXISTING RCFC&WCD

DRAINAGE CULVERT
PER DWG 5-147
10+00 11+00 12+00 13+00

N HIGHLAND SPRINGS AVE
ROW
ROW
ROW

C/LC/L C/L
START
END
PRIVATE GRADING SEE SHEET 4

SEWER WYE CONNECTION
IE 8" IN (2583.9±)
IE 6" IN 2583.98
IE 8" OUT (2583.9±)

SEWER CAP AND

CLEAN OUT
IE 6" OUT 2584.25
15 14
54 L
F

O
F

6 "

S
D
R
-
3 5

P
V
C
@
0 .
5 0
%
,

S
8 9
°
5 1
'
1 6
"
W

1. 5
%
19 20
22 START 18 END
21 2.0' MIN.

2. 0
'
MI
N
.

8. 0
'

20.0'

2. 0
'
MI
N
.
18 24
24 24
FS 2599.41
FS
2 5
9 9
.
3 6
FS (2599.88)
FS (2599.95)
TC\FS 2599.07
TC\F
S

2 5
9 8
.
8 9
FS 2599.52
FS 2599.67
FS 2599.57
FS
2 5
9 9
.
4 3
1 .
4 %

1.6 %

1.7 %

3.5 %

2.7 %
1 .
4 %
5 .
7 %
FS (2599.52)
FS (2598.42)
FS (2599.64)
FS 2599.60
TC (2600.45)
FL (2599.95)
FS 2
5 9
9 .
0 9
FS 2
5 9
9 .
0 3
FS

2 5
9 9
.
0 8
FS

2 5
9 9
.
1 9
FS 2599.27
FS 2599.33
FS (2599.40)
FS (2599.68)
FS (2599.22)
FS (2598.56)
FS (2598.76)
FS (2599.66)
FS (2599.52)
26 23TYP
FS (2599.04)
FS (2599.24)

2. 6
%

6. 0
%
9 T-GRIND 12" PAST SAWCUT
LINE. EXISTING PAVEMENT
TO BE MILLED TO A 0.1'
MINIUMUM (TYP.)

CONTRACTOR TO REMOVE STRIPING
PRIOR TO SLURRY SEAL.

CONTRACTOR TO REAPPLY STRIPING
IN PLACE. CONTRACTOR TO

COORDINATE WITH BEAUMONT PUBLIC

WORKS DEPARTMENT FOR STRIPING
APPLICATION REQUIREMENTS.
27 44.1'

13.7'
13 (25
9 5
)
(2
6 0
0 )
(259
6 )
(25
9 7
)
(25
9 8
)
(259
9 )
(
2 6
0 0
)
'PARCEL B' PER PM ___

EXISTING RCFC&WCD

DRAINAGE CULVERT
PER DWG 5-147
9 UTILITY CROSSING:

BOTTOM SD CULVERT = (2585.5±)
TOP SS = 2574.6
UTILITY CROSSING:

BOTTOM SD CULVERT = (2585.5±)
TOP SS = 2574.7

EXISTING RCFC&WCD

DRAINAGE CULVERT
PER DWG 5-147
REFERENCE SHEET 4

FOR STORM DRAIN CONNECTION

DATEBRYAN NORD
R.C.E.

No. 87326

S H E E T
1 PUBLIC IMPROVEMENTS
5 E 8TH STREET PUBLIC IMPROVEMENTS
SCALE: 1"=10'

N HIGHLAND SPRINGS AVE PUBLIC IMPROVEMENTS
SCALE: 1"=10'

CONSTRUCTION NOTESLEGEND

COMMERCIAL DRIVEWAY
8" PCC CLASS "2" CONCRETE PER
COUNTY OF RIVERSIDE STD. NO. 207A

SIDEWALK
4" PCC CLASS "B" CONCRETE PER
COUNTY OF RIVERSIDE STD. NO. 401

ROW / PROPERTY BOUNDARY
C/L

Z SAWCUT LINE

FULL DEPTH ASPHALT REPLACEMENT

MATCH IN KIND

DEMO NOTES
0 GRAPHIC SCALE IN FEET
10 5 10 20
NORTH
0 GRAPHIC SCALE IN FEET
10 5 10 20
NO
R
T
H
CRACK FILL AND SLURRY COAT.

STORM DRAIN CONNECTION
REFERENCE SHEET 4 - ROUGH GRADING PLAN

DEMOLISH AND REMOVE EXISTING CURB AND
GUTTER
1 CONSTRUCT COMMERCIAL DRIVEWAY PER
COUNTY OF RIVERSIDE STD. NO. 207A
5 CONSTRUCT 6" TYPE D CURB PER COUNTY OF
RIVERSIDE STD. NO. 204
6 CONSTRUCT SIDEWALK PER COUNTY OF
RIVERSIDE STD. NO. 401
7 CONSTRUCT CROSSGUTTER PER COUNTY OF
RIVERSIDE STD. NO. 209
8 3' FULL DEPTH AC SLOT PATCH. MATCH IN KIND9
SAWCUT EXIST. PAVEMENT10

REMOVE AND REPLACE EXISTING WATER AIR VAC

PER SEPARATE PERMIT
11 EXIST. UTILITY APPURTENANCE TO BE RELOCATED12
RELOCATE SPEED LIMIT SIGN13
CONSTRUCT 6" SEWER LATERAL CONNECTION
PER COUNTY OF RIVERSIDE STD. NO. 600
14 SEWER CONTINUATION PER SEPARATE PERMIT.

SEWER CLEANOUT PER EMWD STD DWG SB-52
15 PROPOSED WATER SERVICE PER SEPARATE
PERMIT
16 WATER CAP. PER SEPARATE PERMIT17

PAINT CURB RED PER RTA BUS STOP GUIDELINES
FIGURE 18, SEE DETAIL A SHEET 2
18 INSTALL RIVERSIDE TRANSIT AGENCY BUS STOP
SIGN PER RTA BUS STOP GUIDELINES FIGURE 17,
SEE DETAIL B SHEET 2
19 INSTALL 2' X 6' BUS BENCH PER RTA BUS STOP
GUIDELINES FIGURE 19, SEE DETAIL C SHEET 2
20 INSTALL RIVERSIDE TRANSIT AGENCY BUS

SHELTER PER RTA BUS STOP GUIDELINES FIGURE
18, SEE DETAIL A SHEET 2
21 INSTALL MUTCD R7-1 "NO PARKING" SIGN WITH

RIGHT ARROW PER RTA BUS STOP GUIDELINES
FIGURE 18, SEE DETAIL A SHEET 2
22 12" WHITE PAVEMENT MARKING, MATCH IN KIND23

DETECTABLE WARNING STRIP PER COUNTY OF
RIVERSIDE STD. NO. 403
24 8TH STREET HALF-WIDTH IMPROVEMENT NOT
REQUIRED IF COMPLETED BY NORTH DEVELOPER.

DEVELOPER/CONTRACTOR TO COORDINATE WITH
CITY AND DEVELOPER ON NORTH SIDE OF 8TH
STREET.
25 ADJUST ELECTRICAL BOXES LID TO GRADE26
STREET LIGHT. SEE SHEET 6 - LIGHTING PLAN FOR
SPECIFICATIONS.
27 GENERAL NOTES

1.CONTRACTOR MUST START AT DOWNSTREAM

MOST CONNECTION WHEN INSTALLING SEWER
AND STORM DRAIN. CONTRACTOR TO NOTIFY

THE ENGINEER OF RECORD IMMEDIATELY

SHOULD ANY DISCREPANCIES BETWEEN THE

PLANS AND ON SITE CONDITIONS BE
DISCOVERED.

Staff Report

TO: City Council
FROM: Robert Vestal, Public Works Director
DATE November 21, 2023
SUBJECT: The Purchase of a New 12-Yard Dump Truck

Description Pre-approval for the purchase of dump truck within Fiscal Year 2023-24.

Background and Analysis:

On September 13, 2023, City staff obtained a quote to purchase a new 12-yard dump truck from National Auto Fleet Group. National Auto Fleet Group is registered with Sourcewell, which is a public agency that offers competitively solicited, cooperative contracts for the purchase of products and services to government, education, and nonprofit organizations. The quote was for $196,122.50.

On October 17, 2023, the City Council, by resolution, adopted the Second Amendment to the City’s Fiscal Years (FY) 2023/24 – 2027/28 Capital Improvement Plan (CIP). The CIP established a $200,000 budget for the purchase of a new 12 -yard dump truck.

Immediately after the second amendment was adopted Staff initiated the purchase of the new 12-yard dump truck; however, the truck was no longer available, and an equivalent truck increased in price to $208,391.68.

Pre-Approval of Vehicles and Equipment Purchases

Per the City of Beaumont Municipal Code 3.01.050, all purchases of materials, supplies, and equipment above $60,000 are to be brought forward to Council for approval if they exceed the planned budget. Demand and prices for equipment and vehicles have increased because of international and domestic supply chain disruption. Purchasing this item has become very difficult as supply is limited.

Staff is requesting that Council give the authority to purchase this item within 125% of the appropriated budget limit when it is available, as the delay to bring these items to Council could result in price increases or even the items becoming unavailable. The pre-approval will allow staff to potentially avoid operational disruptions that could arise

from not receiving these items. The pre-approval will be limited to the current FY and re- evaluated as market conditions improve.

Fiscal Impact:

The cost to prepare this staff report is estimated to be $350.

The impact of General Fund adjustment is to increase expenditure authority by $50,000.

This will reduce the fund balance in the General Fund by this s ame amount. CIP R-31 has an approved General Fund budget of $200,000.

The Finance Director will adjust CIP R-31’s budget during the mid-year budget adjustment.

Recommended Action:

Provide pre-approval for the purchase of a new 12-yard dump truck in an amount not to exceed $250,000.

Attachments:

None

Staff Report

TO: City Council
FROM: Jennifer Ustation, Finance Director
DATE November 21, 2023
SUBJECT: Approval of Trustee Requisition 075 for Use of Bond Proceeds to Reimburse the City of Beaumont for the Fire Station No. 106 Project in the Amount of $39,644.27

Description Requisition 075 to send to Trustee for disbursement of bond proceeds to the City of Beaumont for Capital Improvement Project 2017-028.

Background and Analysis:

On September 20, 2020, the City Council approved to allocate $3,984,954 of available funds from past bond sales to the Capital Improvement Plan (CIP) for construction of Fire Station No. 106 project.

The City’s 2018-003 Restated Bond Accounting Policies and Procedures under Trustee Notification Section within the Finance Department Policy and Procedures Manual page 66, recently re-approved by the City Council on May 16, 2023, require the trustee notification documents to be presented to City Council for approval. The written requisition is to be signed by an authorized representative who is listed with the Trustee as the City Manager.

Once approved, the trustee will be notified to reimburse the City for costs incurred for the construction of Fire Station No. 106 with the approved allocation of bond proceeds.

Fiscal Impact:

The costs of construction of Fire Station 106 have been included in the CIP and budgeted as a part of CIP project 2017-028 as noted below.

CIP2017-028 Fire Station No. 106 Project Accounting Summary Funding Summary
Funding Year Funding Source Amount
FY17/18 DIF $1,000,000
FY18/19 DIF $3,100,000
FY20/21 Bond Proceeds $3,984,954
FY20/21 General Fund Reserves $565,045
FY 23/24 Fire Protection Impact DIF $300,000
Total Project Funding = $8,949,999
Budget Summary
Project Component Budget Encumbered Paid to Date Remaining Budget
Project Management $2,500 ($2,317) ($2,317) $183
Preliminary Services $7,500 ($53,827) ($53,827) ($46,327) Environmental $149,000 ($128,101) ($126,388) $20,899
Design $270,000 ($270,101) ($247,543) ($101)
Construction $8,413,500 ($7,928,767) ($4,946,451) $484,733 Construction Management $40,000 ($75,618) ($63,724) ($35,618) Permits $67,499 ($67,656) ($67,656) ($157)
Equipment $0 ($37) $0 ($37)
Project Summary Totals $8,949,999 ($8,526,423) ($5,507,907) $423,576

Recommended Action:

Approve the City Manager to sign Requisition 075 to send to Trustee for disbursement of bond proceeds to the City of Beaumont.

Attachments:

A. Written Requisition of Beaumont Financing Authority No. 075

Staff Report

TO: City Council
FROM: Jennifer Ustation, Finance Director
DATE November 21, 2023
SUBJECT: Approval of Trustee Requisition 076 for Use of Bond Proceeds to Reimburse the City of Beaumont for the Fire Station No. 106 Project in the Amount of $486,235.95

Description Requisition 076 to send to Trustee for disbursement of bond proceeds to the City of Beaumont for Capital Improvement Project 2017-028.

Background and Analysis:

On September 20, 2020, the City Council approved to allocate $3,984,954 of available funds from past bond sales to the Capital Improvement Plan (CIP) for construction of Fire Station No. 106 project.

The City’s 2018-003 Restated Bond Accounting Policies and Procedures under Trustee Notification Section within the Finance Department Policy and Procedures Manual page 66, recently re-approved by the City Council on May 16, 2023, require the trustee notification documents to be presented to City Council for approval. The written requisition is to be signed by an authorized representative who is listed with the Trustee as the City Manager.

Once approved, the trustee will be notified to reimburse the City for costs incurred for the construction of Fire Station No. 106 with the approved allocation of bond proceeds.

Fiscal Impact:

The costs of construction of Fire Station 106 have been included in the CIP and budgeted as a part of CIP project 2017-028 as noted below.

CIP2017-028 Fire Station No. 106 Project Accounting Summary Funding Summary
Funding Year Funding Source Amount
FY17/18 DIF $1,000,000
FY18/19 DIF $3,100,000
FY20/21 Bond Proceeds $3,984,954
FY20/21 General Fund Reserves $565,045
FY 23/24 Fire Protection Impact DIF $300,000
Total Project Funding = $8,949,999
Budget Summary
Project Component Budget Encumbered Paid to Date Remaining Budget
Project Management $2,500 ($2,317) ($2,317) $183
Preliminary Services $7,500 ($53,827) ($53,827) ($46,327) Environmental $149,000 ($128,101) ($126,388) $20,899
Design $270,000 ($270,101) ($247,543) ($101)
Construction $8,413,500 ($7,928,767) ($4,946,451) $484,733 Construction Management $40,000 ($75,618) ($63,724) ($35,618) Permits $67,499 ($67,656) ($67,656) ($157)
Equipment $0 ($37) $0 ($37)
Project Summary Totals $8,949,999 ($8,526,423) ($5,507,907) $423,576

Recommended Action:

Approve the City Manager to sign Requisition 076 to send to Trustee for disbursement of bond proceeds to the City of Beaumont.

Attachments:

A. Written Requisition of Beaumont Financing Authority No. 076

Staff Report

TO: City Council
FROM: Kari Mendoza, Administrative Services Director
DATE November 21, 2023
SUBJECT: Second Reading to Amend Sections 2.08.100 and 2.08.150 of the Beaumont Municipal Code Pertaining to Compensation of the City Council, City Treasurer and City Clerk Following the Adoption of Senate Bill 329

Description Staff was directed by City Council on October 3, 2023, to prepare a draft ordinance amending the salaries of members of the City Council, the City Treasurer and the City Clerk aligning with Senate Bill 329 and applicable law.

Background and Analysis:

City Council Members Salary
On August 16, 2011, City Council adopted Ordinance No. 999 which set the salary for members of the Council. As set forth in Beaumont Municipal Code section 2.08.100, members of the Council shall receive a salary of $400.00 per month. Further, the salary of Council members may be increased by ordinance or by an amendment in an amount up to 5% for each calendar year from the operative date of the last salary adjustment in effect. Council compensation was last adjusted on September 16, 2011, and the current monthly salary is $400.

On June 29, 2023, California Governor Gavin Newsom signed Senate Bill 329 (“SB 329”). SB 329 allows cities an opportunity to adjust City Council salaries to take into account inflation, the work performed as well as the time dedicated by local government officials, and the need to ensure that people are not discouraged from seeking city office due to the low pay and high demands of that office.

On October 3, 2023, the City Council received a report on SB 329 and relevant California law and impacts on compensation of Council members. At the conclusion of the City Council’s discussion, staff was directed by consensus to bring back an ordinance to codify the SB 329 compensation changes to effectuate the purposes of the bill and relevant State law.

Government Code section 36516(a), as adopted in 1984, set certain defined salary limits for City Council members in general law cities depending on the size of a city’s residential population. Pursuant to SB 329, the new base salary amount for Council members in Beaumont and all other cities of 50,000 to 75,000 population may be up to $1,600 per month. A full analysis of SB 329 is in the October 3, 2023, staff report attached hereto as Attachment “B”.

State Senator Bill Dodd, the author of SB 329, issued a statement that the new salary limits of Government Code section 36516(a) would reflect the important work done by City Council members, take into account the impacts of inflation and economic realities on those who serve as City Council members, and encourage more persons to consider service as Council members by making the compensation more reflective of the time and work being performed. In light of this and recognizing that under Government Code section 36516.5 no increase will go into effect until after the next City Council election, the City Council deemed it appropriate to bring forth an ordinance to increase City Council salaries to comport with new statewide limits. Staff will return every two years for consideration of any future adjustments bound by the existing formula set forth in Government Code section 36516, as allowed by state law and at the discretion of City Council.

City Clerk and City Treasurer Salary
On August 21, 2018, the City Council adopted Ordinance No. 1102 which set the salary for the City Treasurer and City Clerk. As set forth in Beaumont Municipal Code section

2.08.150, the City Treasurer and City Clerk shall receive a salary of $140.00 per month.

As stated on October 3, 2023, in the report received by the City Council, based on the duties of the City Treasurer and City Clerk as set forth in Beaumont Municipal Code sections 2.08.120 and 2.08.160, respectively, and the work performed and time dedicated by these elected officials, it is proper for City Council to consider a monthly salary up to the amount considered/set for Council members. The city attorney’s office has advised staff that it is fair and reasonable to consider a proportional increase to the City Clerk and City Treasures salaries to a competent level that a reasonable and qualified person would accept and therefore encourage participation.

In compliance with Government Code section 36516.5, the increase would go into effect upon the seating of those persons elected in the 2024 general election.

City Council held a Public Hearing on November 7, 2023, in which City Council unanimously voted to approve the first reading with a correction to the ordinance to reflect the salaries of the Treasurer and City Clerk to $560.00 per month.

Fiscal Impact:

Future budgets will reflect the increase in City Council, City Treasurer and City Clerk salaries. The cost to prepare this staff report was $1,050.

Classification Current Monthly Salary Proposed Monthly Salary City Council $ 400.00 $ 1,600.00 City Treasurer $ 140.00 $ 560.00 City Clerk $ 140.00 $ 560.00

Recommended Action:

Waive the full second reading and adopt by title only, “An Ordinance of the City Council of the City of Beaumont, California, Amending Title 2, Chapter 2.08, Section

2.08.100 – ‘City Council—Salaries’ and Section 2.08.150 – ‘City Treasurer and City Clerk—Salaries’ of the Beaumont Municipal Code”.

Attachments:

A. Ordinance
B. October 3, 2023 Staff Report
C. Senate Bill 329 Text
D. Senate Bill 329 Floor Analysis
E. California Attorney General Opinion, 84 Ops. Cal. Atty. Gen. 13, January 24, 2001

1 ORDINANCE NO. ______________

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF BEAUMONT, CALIFORNIA, AMENDING TITLE 2, CHAPTER 2.08, SECTION 2.08.100 - “CITY COUNCIL—SALARIES” AND SECTION 2.08.150 - “CITY TREASURER AND CITY CLERK—SALARIES” OF THE

BEAUMONT MUNICIPAL CODE

WHEREAS, section 2.08.100 - “City Council—Salaries” permits Council members to receive compensation for their service, as provided by general law, in the base amount of $400 per month; and

WHEREAS, sections 36516 and 36516.5 of the California Government Code authorizes Council members to be paid a monthly salary for their service in accordance with those provisions; and

WHEREAS, section 2.08.150 - “City Treasurer and City Clerk—Salaries” authorizes the City Treasurer and City Clerk to receive compensation for their service in the base amount of $140 per month; and

WHEREAS, section 36517 of the California Government Code provides that the salaries of the City Treasurer and City Clerk shall be fixed by ordinance or resolution; and

WHEREAS, pursuant to section 2.08.100 of the Beaumont Municipal Code, the salary of Council members may be increased by ordinance or by an amendment, in an amount of up to 5% for each calendar year from the operative date of the last salary adjustment in effect when the ordinance or amendment was enacted ; and

WHEREAS, on June 29, 2023, the California Governor signed into law Senate Bill 329 regarding City Council compensation; and

WHEREAS, Senate Bill 329 was adopted to permit the adjustment of City Council salaries to reflect the important work done by City Council members, to take into account the impacts of inflation and economic realities on those who serve as City Council members, and to encourage more persons to consider service as Council members by making the compensation more reflective of the time and work being performed; furthermore, Senate Bill 329 provides new formulas for periodic adjustment to City Council salaries; and

WHEREAS, based on the duties of the City Treasurer and City Clerk as set forth in Beaumont Municipal Code sections 2.08.120 and 2.08.160, respectively, and the work performed and time dedicated by these elected officials, it is proper for City Council to consider a monthly salary up to the amount considered/set for Council members; and

WHEREAS, the City Council reviewed and discussed the purpose and impacts of Senate Bill 329 and relevant California law on the future governance of the City of Beaumont at its October __, 2023 meeting; and

WHEREAS, under Senate Bill 329, the salaries for the City Council of the City of Beaumont, and similarly, the salaries of the City Treasurer and City Clerk, may be set at $1,600 per month based on the City’s population; and

2 WHEREAS, pursuant to Government Code section 36516.5, elected officer salary increases set forth herein may take effect only when at least one member of the Council commences a new term.

NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT, RIVERSIDE COUNTY STATE OF CALIFORNIA AS FOLLOWS:

SECTION 1. CEQA. The City Council finds that the actions contemplated by this Ordinance are exempt from the California Environment Quality Act ("CEQA") pursuant to Section 15060 (c)(2) (the activity will not result in a direct or reasonably foreseeable indirect physical change in the environment) and 1560(c)(3) (the activity is not project as defined in Section 15378) of the CEQA Guidelines, California Code Regulations, Title 14, Chapter 3, because it has no potential for resulting in physical change to the environment, directly or indirectly.

SECTION 2 Severability. The City Council hereby declares that if any provision, section, paragraph, sentence, or word of this Ordinance is rendered or declared to be invalid or unconstitutional by any final court action in a court of competent jurisdiction, or by reason of any preemptive legislation, such invalidity shall not affect the other provisions, sections, paragraphs, sentences or words of this Ordinance, and to this end the provisions, of this Ordinance are severable. The City Council declares that it would have adopted this Ordinance irrespective of the invalidity of any particular portion thereof and intends that the invalid portions should be severed and the balance of the Ordinance enforced.

SECTION 3. The City Council hereby amends Section 2.08.100 - “City Council—Salaries” of the Beaumont Municipal Code as follows:

Pursuant to section 36516 of the Government Code of the State of California, each member of the City Council shall receive as salary the sum of One Thousand Six Hundred Dollars ($1,600) per month, with such adjustments as may be permitted from time to time by State law. Such salaries shall be payable at the same time and in the same manner as salaries are paid to other officers and employees of the City . A City Council member may waive any or all of the compensation. .

SECTION 4. The City Council hereby amends Section 2.08.150 - “City Treasurer and City Clerk—Salaries” of the Beaumont Municipal Code as follows:

The office holders of City Treasurer and City Clerk shall each receive a salary of $560.00 per month, to be paid at the same time and in the same manner as salaries are paid to other officers and employees of the City. The salary may be increased by ordinance or by amendment thereto, in an amount approved by City Council pursuant to Government Code Section § 36517.The City Treasurer and/or City Clerk may waive any or all of the compensation.

SECTION 5. Effective Date and Publication. The Mayor shall sign and the City Clerk shall certify to the passage of this Ordinance and cause the same or a summary thereof to be published within 15 days after adoption in accordance with Government Code Section 36937.

NOW, THEREFORE, BE IT ORDAINED that the City Council of the City of Beaumont, California, approves this amendment to the Beaumont Municipal Code.

3 INTRODUCED AND READ for the first time and ordered posted at a regular meeting of the City Council of the City of Beaumont, California, held on the ___ day of _______ 2023 by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

PASSED, APPROVED AND ADOPTED at a regular meeting of the City Council of the City of Beaumont, California, held on this___ day of _______ 2023.

AYES:

NOES:

ABSENT:

ABSTAIN:

__________________________________
Julio Martinez, III, Mayor

ATTEST: __________________________________
City Clerk

Approved as to form:

__________________________________
John O. Pinkney, City Attorney

Staff Report

TO: City Council
FROM: Kari Mendoza, Administrative Services Director
DATE October 3, 2023
SUBJECT: Discussion Regarding Amending Sections 2.08.100 and 2.08.150 of the Beaumont Municipal Code Pertaining to Compensation of the City Council, City Treasurer and City Clerk Following the Adoption of Senate Bill 329

Description Give staff direction regarding potential changes to the salaries of members of the City Council, the City Treasurer and the City Clerk through an ordinance aligning with Senate Bill 329 and applicable law.

Background and Analysis:

On August 16, 2011, City Council adopted Ordinance No. 999 which set the salary for members of the Council. As set forth in Beaumont Municipal Code section 2.08.100, members of the Council shall receive a salary of $400.00 per month. Further, the salary of Council members may be increased by ordinance or by an amendment in an amount up to 5% for each calendar year from the operative date of the last salary adjustment in effect. Council compensation was last adjusted on September 16, 2011, and the current monthly salary is $400.

On June 29, 2023, California Governor Gavin Newsom signed Senate Bill 329 (“SB 329”). SB 329 allows cities an opportunity to adjust City Council salaries to take into account inflation, the work performed and the time dedicated by local government officials, and the need to ensure that people are not discouraged from seeking city office due to the low pay and high demands of that office.

On August 21, 2018, the City Council adopted Ordinance No. 1102 which set the salary for the City Treasurer and City Clerk. As set forth in Beaumont Municipal Code section

2.08.150, the City Treasurer and City Clerk shall receive a salary of $140.00 per month.

Government Code section 36516(a), as adopted in 1984, set certain defined salary limits for City Council members in general law cities depending on the size of a city’s residential population. Government Code section 36516(c) allows for increases in Council compensation to be authorized by an ordinance or an amendment to an ordinance, but the amount of increase could not exceed an amount equal to five percent

(5%) for each calendar year from the operative date of the last adjustment of the salary in effect when the ordinance or amendment was enacted, no matter the amount of that prior adjustment.

State Senator Bill Dodd, the author of SB 329, stated (Attachment “B”):

City Councilmembers have one of the hardest jobs in California government. They deal with a wide range of issues, from street maintenance to emergency response duties.

And all too often, they do this job with very little financial compensation. No one runs for City Council in order to make money. But the low levels of pay make it much harder for them to balance their careers and personal obligations with the calling to serve their community. The Legislature has not raised the base pay amounts for City Councilmembers since 1984. It's time those amounts caught up to the present economic reality, especially with the rapid increase in inflation we've seen recently.

Raising the pay will also make it easier for members of marginalized communities to serve. City Councils should be reflective of the communities they represent, and I believe raising their compensation is an important step to achieving that equitable outcome.

Before the adoption of SB 329, Government Code section 36516 set the monthly salaries for Council members of cities having populations between 35,000 and 50,000 in an amount up to $400. The City of Beaumont adopted the $400 monthly salary based on the local population in 2011. According to the U.S. Census Bureau, the estimated population of Beaumont as of July 1, 2022, was 56,349. Now, under SB 329, the new base pay amount for members of Council in Beaumont and all other cities having populations between 50,000 and 75,000 may be in an amount up to $1,600 per month.

In addition, SB 329 provides that the salary may be adjusted in an amount equal to inflation since January 1, 2024, based upon the California Consumer Price Index, which shall not exceed 10% for each calendar year. Instead of using the CPI, the salary may be adjusted in an amount equal to 5% for each calendar year from the operative date of the last adjustment of the salary (this amends current language in the Government Code).

SB 329 requires that an ordinance to increase Council member compensation (1) be considered in an open session, (2) be considered during at least two regular meetings. In addition, there must be at least 7 days between the introduction and adoption of the ordinance.

The effective date of SB 329 is January 1, 2024. However, please note that pursuant to Government Code section 36516.5, any Council salary increase may take effect only when at least one member of the Council commences a new term.

Application to the Salaries of the City Treasurer and City Clerk:

In 2001, the California Attorney General reviewed salaries of elected City Treasurers which analysis would arguably be applicable to elected City Clerks. (84 Ops. Cal. Atty.

Gen. 13; Attachment “C”.) In particular, the Attorney General considered if the amount of compensation for an elected city treasurer of a general law city could be set at the same amount received by members of the city council as prescribed by law. The Attorney General concluded that the amount of compensation for an elected city treasurer of a general law city could be set at the same amount received by members of the city council. The Attorney General stated, “A city council is not authorized to set the salary for a city office at so low a figure that no competent person would a ccept the office. Such a minimal amount would, in effect, abolish the office contrary to intent of the Legislature.” (Mitchell v. Walker, 140 Cal.App.2d 239, 243.)

Based on the duties of the City Treasurer and City Clerk as set forth in Beaumont Municipal Code sections 2.08.120 and 2.08.160, respectively, and the work performed and time dedicated by these elected officials, it is proper for City Council to consider a monthly salary up to the amount considered/set for Council members.

An ordinance adopted by Council should state that a Council member, City Treasurer or City Clerk may waive any or all of the compensation and would be effective after the City’s General Municipal Election in 2024.

In light of changes in State law (i.e., SB 329), this matter is being brought to the City Council for discussion and direction.

The City Council’s action to direct staff regarding the potential for a change to City Council, City Treasurer and City Clerk salaries is consistent with principles of fairness, among other things. According to Carolyn Coleman, CEO of the League of California Cities, “Cal Cities is proud to sponsor this important legislation that lessens barriers for those interested in governing at the local level. This overdue reform is another tool communities can choose to use that can help ensure our city councils are reflective of the residents who live, work, and play in their communities.” Fiscal Impact:

Future budgets would reflect any increase in City Council, City Treasurer and City Clerk salaries.

Classification Current Monthly Salary Proposed Monthly Salary City Council $ 400.00 $ 1,600.00 City Treasurer $ 140.00 $ 560.00 City Clerk $ 140.00 $ 560.00

Recommended Action:

Increase City Council salaries to $1,600.00 per month in accordance with SB 329.

Increase City Treasurer and City Clerk salaries proportionately to $560.00 per month.

Attachments:

A. Senate Bill 329 Text
B. Senate Bill 329 Floor Analysis
C. California Attorney General Opinion, 84 Ops. Cal. Atty. Gen. 13, January 24, 2001

Staff Report

TO: City Council
FROM: Christina Taylor, Deputy City Manager
DATE November 21, 2023
SUBJECT: Public Hearing and Consideration of Amendments to Beaumont Municipal Code Chapter 5.66 Sidewalk Vending

Description Proposed amendments to Beaumont Municipal Code Chapter 5.66 Sidewalk Vending to ensure public health, safety and welfare.

Background and Analysis:

In September 2018 (effective January 1, 2019), the California Legislature passed Senate Bill 946 (SB 946), prohibiting cities from regulating sidewalk vendors except in accordance with its express provisions. Specifically, SB 946 prohibits a city from: (1) requiring sidewalk vendors to operate within specific parts of public right-of-way, except when the restriction is directly related to objective health, safety, or welfare concerns; (2) prohibiting a sidewalk vendor from selling food or merchandise in a park owned or operated by the local authority, subject to certain exceptions; (3) requiring a sidewalk vendor to obtain approval from any non-governmental agency or individual before it can sell food or merchandise; (4) prohibiting sidewalk vendors from operating only in designated zones, subject to certain exceptions, or (5) restricting the number of sidewalk vendors, unless directly related to objective health, safety or welfare concerns, among other things.

In September 2019, the City adopted Ordinance No. 1110, which repealed then current Chapter 5.64 of the City Municipal Code related to “Commercial Peddlers, Solicitors, and Itinerant Merchants,” as inconsistent with SB 946, replaced that Chapter with a new Chapter 5.64 “Peddlers,” and added a sidewalk vending program at Chapter 5.66.

Since that time, several other local jurisdictions have added and/or amended municipal codes related to sidewalk vendors. Recently, on September 14, 2023, the Palm Springs City Council adopted its ordinance relating to sidewalk vending, and in particular added a prohibition on sidewalk vending in defined areas of Palm Canyon Drive and Arenas Road during certain times with high pedestrian traffic (Friday through Sunday, between 4pm to 11pm during the months of October to April). As a result, City staff has

requested the City Attorney’s Office review the City’s current ordinance to see if any amendments can or should be made.

The matter was thereafter brought on for discussion, during which time, the Council requested certain amendments be made to the current Code, and that a draft ordinance be presented for consideration. The draft ordinance (attached as Exhibit “A”), does the following:

 Prohibits stationary sidewalk vendors from vending in areas that are zoned exclusively residential. (Govt. Code § 51038(b)(4)(B).)  Clarifies that the hours of operation in non-residential areas shall not be more restrictive than the hours of operation imposed on other businesses or uses on the same street (Govt. Code § 51038(c)(1)), and that the limitations on public property are to the fullest extent permitted by law.
 Prohibits stationary sidewalk vendors from vending in the park where the operator of the park has signed an agreement for concessions with the City that exclusively permits the sale of food or merchandise by the concessionaire. (Govt.

Code § 51038(b)(2)(A).)
 Prohibits sidewalk vendors in areas located within 200 feet of a permitted certified farmers’ market, or permitted swap meet, during the duration of the market or swap meet, or an event held pursuant to a Temporary Special Permit during the duration of the event, provided the City provides the sidewalk vendors any notice, business interruption mitigation, or other rights the City provided to any affected business or property owners under the City’s Temporary Special Permit. (Govt. Code § 51038(d)(1) and (d)(2).) State statutes permit the City to prohibit sidewalk vendors in the “immediate vicinity” of a permitted farmers market, swap meet or special event, but do not define the term. Other jurisdictions regulate at different distances, ranging from only 50 feet to 500 feet.  Adds applicable definitions.

Fiscal Impact:

The cost to prepare this staff report and ordinance amendments is approximately $1,000.

Recommended Action:

Hold a Public Hearing; and
Waive the first full reading and approve by title only, “An Ordinance of the City Council of the City of Beaumont Amending Beaumont Municipal Code Chapter 5.66 Sidewalk Vending”.

Attachments:

A. Draft Ordinance Amending Chapter 5.66 “Sidewalk Vending” B. Proposed Municipal Code Amendments - REDLINE

ORDINANCE NO. __________

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY

OF BEAUMONT, CALIFORNIA, AMENDING BEAUMONT

MUNICIPAL CODE
CHAPTER 5.66 “SIDEWALK VENDING”

THE CITY COUNCIL OF THE CITY OF BEAUMONT DOES ORDAIN AS FOLLOWS:

SECTION 1. CEQA. The City Council finds that the actions contemplated by this Ordinance are exempt from the California Environmental Quality Act (“CEQA”) pursuant to Section 15060 (c)(2) (the activity will not result in a direct or reasonably foreseeable indirect physical change in the environment) and 15060(c)(3) (the activity is not a project as defined in Section 15378) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential for resulting in physical change to the environment, directly or indirectly.

SECTION 2. Prosecution of Prior Ordinances. Neither the adoption of this Ordinance nor the repeal of any other ordinance of this City shall in any manner affect the prosecution of any violation of any City ordinance or provision of the City of Beaumont Municipal Code, committed prior to the effective date hereof, nor be construed as a waiver of any penalty or the penal provisions applicable to any violation thereof.

SECTION 3. City Code Chapter 5.66, Section 5.66.010 “Definitions” is amended to read as follows:

5.66.010 Definitions.

For purposes of this Chapter, the following definitions apply unless the context in which they are used clearly requires otherwise:
“Certified Farmers Market” means a location operated in accordance with Chapter 10.5 (commencing with Section 47000) of Division 17 of the Food and Agricultural Code and any regulations adopted pursuant to that chapter.
“Chief of Police” means the Chief of Police of the City or his or her designee. “City” means the City of Beaumont.
“Director” means the Planning Director of the City or his or her designee. “Fire Station” means any facility where fire engines and other equipment of the City’s Fire Department are housed.
“Food” means any type of raw, cooked, or processed edible substance, including any food product or beverage.
“Merchandise” means any tangible goods or items that are not food. “Park” shall mean any park open to the public located within the City and includes all sidewalks and parking lots located within or on the perimeter of a public park.

“Police station” means any facility where police vehicles and other equipment of the City’s Police Department are housed.
“Roaming sidewalk vendor” means a sidewalk vendor who moves from place to place and stops only to complete a transaction.
“Sidewalk” means a public sidewalk or paved pedestrian path or walkway specifically designed for pedestrian travel.
“Sidewalk vendor” means a person who vends from a vending cart or from one’s person, upon a sidewalk.
“Stationary sidewalk vendor” means a sidewalk vendor who vends from a fixed location. “Swap Meet” means a location operated in accordance with Article 6 (commending with Section 21660) of Chapter 9 of Division 8 of the Business and Professions Code, and any regulations adopted pursuant to that article.
“Temporary special permit” means a permit issued by the City for the temporary use of, or encroachment on, the sidewalk or other public area, including but not limited to, an encroachment permit, special event permit, or temporary event permit, for purposes including, but not limited to, filming, parades, outdoor concerts, festivals, carnivals, and street fairs. “Vend” or “vending” means to barter, exchange, sell, offer for sale, display for sale, or solicit offers to purchase, food or merchandise, or to require someone to negotiate, establish, or pay a fee before providing food or merchandise, even if characterized as a donation. “Vending cart” means a pushcart, stand, display, pedal-driven cart, wagon, showcase, rack, or other non-motorized conveyance used for vending, that is not a vehicle as defined in the California Vehicle Code.

SECTION 4. City Code Chapter 5.66, Section 5.66.150 “Operating requirements” is amended to read as follows:

5.66.150 Operating requirements.

A. Except as otherwise permitted in this Chapter or the Municipal Code, no sidewalk vendor shall vend in any of the following locations:

1. To the fullest extent permitted by law, any public property other than a sidewalk, including, without limitation, streets, alleys, and City-owned parking structures;

2. Within 200 feet of any other sidewalk vendor;

3. Within 100 feet of a police officer, firefighter, or emergency medical personnel who is actively performing his or her duties or providing services to the public;

4. Within 100 feet of a street intersection or traffic signal;

5. Within 15 feet of a fire hydrant, fire call box, police call box, traffic signal controller, or streetlight controller;

6. Within ten feet of any driveway or driveway approach;

7. Within ten feet of a marked crosswalk;

8. Within ten feet of the curb return of an unmarked crosswalk;

9. Within any median strip or dividing section;

10. Within 200 feet of a Police Station or Fire Station.

11. Within 200 feet of a Certified Farmers Market or Swap Meet during the limited operating hours of that Certified Farmers Market or Swap Meet.

12. Within 200 feet of an event held pursuant to a Temporary Special Permit during the limited duration of that special event, provided the City provides the sidewalk vendors any notice, business interruption mitigation, or other rights the City provided to any affected business or property owners under the City’s Temporary Special Permit.

13. If a stationary sidewalk vendor, within any residential zone of the City.

14. If a stationary sidewalk vendor, within any Park with a concession stand operated by a vendor under agreement for concessions with the City that exclusively permits the sale of food or merchandise by the concessionaire.

B. Sidewalk vendors must at all times maintain a clearance within a sidewalk sufficient to enable persons to freely pass while walking, running, or using mobility assistance devices.

C. Sidewalk vending is permitted only between the hours of 8:00 a.m. and 9:00 p.m. or one-half hour after sunset, whichever comes first, except that the hours of operation in non-residential areas shall not be more restrictive than the hours of operation imposed on other businesses or uses on the same street.

D. If a sidewalk vendor of food other than solely prepacked food, the vendor shall possess hand sanitizer for use by the sidewalk vendor and patrons.

E. If a stationary sidewalk vendor, the vendor shall maintain a clearly designated litter receptacle in the immediate vicinity, marked with a sign requesting use by patrons. The litter receptacle must be large enough to accommodate customer litter without resort to existing litter receptacles located on any block for use by the general public. The vendor's litter receptacle may not be left on the sidewalk upon leaving any vending location.

F. If a roaming sidewalk vendor vending from a vending cart, the vendor shall maintain a litter receptacle attached to the vending cart large enough to accommodate customer litter without resort to existing litter receptacles located on any block for use by the general pu blic and marked with a sign requesting use by patrons.

G. Sidewalk vendors shall maintain a neat, sanitary, hazard and trash-free ten foot radius of the vending location during hours of operation, and prior to leaving any vending location, the sidewalk vendor shall pick up, remove, and dispose of all litter generated by the vending operations within a ten foot radius of the vending location in the sidewalk vendor's litter receptacle. Sidewalk vendors shall not throw, deposit, or leave, or permit to be thro wn, deposited, or left, any litter, food, or other discarded or abandoned objects, in or upon any street, sidewalk, gutter, storm drain, inlet, catch basin, or other drainage structure, or upon any public or private land in the City, so that the same might be or become a pollutant.

H. Sidewalk vendors shall immediately clean up any food, grease or other fluid or item related to sidewalk vending activities that falls on public property.

I. If a stationary sidewalk vendor remains in place for one hour or longer, the sidewalk vendor must be located within 300 feet of a publicly-accessible restroom.

J. Sidewalk vendors must ensure that food and merchandise are securely fastened to the vending cart in such a manner that the food or merchandise does not fall off or extend outside of the frame of the vending cart.

K. All food and merchandise shall be stored either inside or affixed to the vending cart or carried by the sidewalk vendor.

L. To the fullest extent permitted by law, vending carts shall not be placed on any public property other than a sidewalk.

M. Vending carts shall not touch, lean against or be affixed at any time to any building or structure including, but not limited to poles, signs, trees, lampposts, parking meters, mailboxes, traffic signals, fire hydrants, benches, bus shelters, newsstands, trashcans or traffic barriers, or other objects on public property or in the public right-of-way.

N. All signage and advertising related in any way to the sidewalk vendor must be attached to the vending cart or the sidewalk vendor's person, and shall not be electrical, flashing, wind- powered or animated.

O. A vending cart approved by the Riverside County Department of Environmental Health to vend one type or types of food may not be used to vend a different type of food.

P. Sidewalk vendors shall possess at all times, while vending, a copy of a valid current permit issued pursuant to this Chapter, as well as any other permit required by any other appropriate governmental agency. The sidewalk vendor permit shall be displayed conspicuously at all times on the vending cart or the sidewalk vendor's person. If multiple sidewalk vendors are staffing a vending cart or working as roaming sidewalk vendors, each person shall wear their permit on their person in a conspicuous manner. With respect to all other required permits, the sidewalk vendor shall display a copy of the permit upon request by authorized City employees.

Q. If a sidewalk vendor of food, the vendor shall possess and display in plain view on the vending cart a valid current mobile food facility permit from Riverside County Department of Public Health and, if issued by the Riverside County Department of Environmental Health, a grade.

R. Sidewalk vendors shall comply with all applicable state and local laws, as amended from time to time, including without limitation, Chapter 9.02 (Noise Control) of the Municipal Code, Chapter 9.36 (Panhandling, Soliciting and Aggressive Solicitation the Municipal Code (Aggressive Solicitation), Chapter 8.04 (Food Handlers) of the Municipal Code, applicable California Health and Safety Code and Riverside County Ordinances, state Food labeling and preparation requirements, fire codes and regulations, and the Americans with Disabilities Act of 1990 (Public Law 101-336) and other disability access standards (both state and federal).

S. Not including an attached litter receptacle, vending carts shall not exceed a length of four feet, a width of four feet, or a height, including a roof, umbrella, or awning, of ten feet provided that any umbrella or awning shall be no less than seven feet above the surface of the sidewalk.

T. Vending carts shall not be accompanied by accessories, including, but not limited to, tables, chairs, benches and umbrellas except that one chair and one umbrella may be provided for the purpose of allowing the vendor or an employee to be seated in shade.

U. Vending carts for merchandise, if stored in the City, shall be fully enclosed by a structure with walls and a roof when not in use for sidewalk vending.

V. Vending carts for food shall be stored in accordance with all requirements of the Riverside County Department of Public Health and the City's Health Department.

W. Vending carts shall have locking wheels to prevent uncontrolled movement.

X. Vending carts shall not be left unattended.

Y. Vending carts shall not be left overnight on any public property or rights-of-way.

Z. Sidewalk vendors shall not engage in any of the following activities:

1. Vending lottery tickets, alcohol, cannabis, adult oriented material, or tobacco or electronic cigarette products;

2. Vending illegal or counterfeit merchandise;

3. Damaging public or private property, including trees, shrubs, grass, flowers, plants or vegetation;

4. Causing vehicles to stop in traffic lanes or persons to stand in traffic lanes or parking spaces; or

5. Vending in a manner that blocks or obstructs the free movement of vehicles, including parked vehicles.

SECTION 5. Effective Date and Publication. The Mayor shall sign and the City Clerk shall certify to the passage of this Ordinance and cause the same or a summary thereof to be published within 15 days after adoption in accordance with Government Code Section 36933. This Ordinance shall take effect 30 days after adoption in accordance with Government Code Section 36937.

NOW, THEREFORE, BE IT ORDAINED that the City Council of the City of Beaumont, California, approves an amendment to the City Code.

INTRODUCED AND READ for the first time and ordered posted at a regular meeting of the City Council of the City of Beaumont, California, held on the _____ day of ___________, 2023, by the following roll call vote:

AYES:

NOES
ABSENT

ABSTAIN

PASSED, APPROVED AND ADOPTED at a regular meeting of the City Council of the City of Beaumont, California, held on the ______ day of ________________, 2023.

AYES:

NOES:

ABSENT:

ABSTAIN:

_______________________
Julio Martinez, Mayor

Attest: ______________________
Elaine Morgan, City Clerk

TITLE 5 - BUSINESS TAXES, LICENSES AND REGULATIONS
Chapter 5.66 SIDEWALK VENDING

Beaumont, California, Code of Ordinances Created: 2023-05-25 08:14:06 [EST] (Supp. No. 7, Update 3)

Chapter 5.66 SIDEWALK VENDING

5.66.010 Definitions.

For purposes of this Chapter, the following definitions apply unless the context in which they are used clearly requires otherwise:
“Certified Farmers Market” means a location operated in accordance with Chapter 10.5 (commencing with Section 47000) of Division 17 of the Food and Agricultural Code and any regulations adopted pursuant to that chapter.
“Chief of Police” means the Chief of Police of the City or his or her designee. “City” means the City of Beaumont.
“Director” means the Planning Director of the City or his or her designee. “Fire Station” means any facility where fire engines and other equipment of the City’s Fire Department are housed.
“Food” means any type of raw, cooked, or processed edible substance, including any food product or beverage.
“Merchandise” means any tangible goods or items that are not food. “Park” a public park shall mean any park open to the public located within the City and includes all sidewalks and parking lots located within or on the perimeter of a public park. “Police station” means any facility where police vehicles and other equipment of the City’s Police Department are housed.
“Roaming sidewalk vendor” means a sidewalk vendor who moves from place to place and stops only to complete a transaction.
“Sidewalk” means a public sidewalk or paved pedestrian path or walkway specifically designed for pedestrian travel.
“Sidewalk vendor” means a person who vends from a vending cart or from one’s person, upon a sidewalk. “Stationary sidewalk vendor” means a sidewalk vendor who vends from a fixed location. “Swap Meet” means a location operated in accordance with Article 6 (commending with Section 21660) of Chapter 9 of Division 8 of the Business and Professions Code, and any regulations adopted pursuant to that article. “Temporary special permit” means a permit issued by the City for the temporary use of, or encroachment on, the sidewalk or other public area, including but not limited to, an encroachment permit, special event permit, or temporary event permit, for purposes including, but not limited to, filming, parades, outdoor concerts, festivals, carnivals, and street fairs.
“Vend” or “vending” means to barter, exchange, sell, offer for sale, display for sale, or solicit offers to purchase, food or merchandise, or to require someone to negotiate, establish, or pay a fee before providing food or merchandise, even if characterized as a donation.
“Vending cart” means a pushcart, stand, display, pedal-driven cart, wagon, showcase, rack, or other non- motorized conveyance used for vending, that is not a vehicle as defined in the California Vehicle Code.

Created: 2023-05-25 08:14:05 [EST]
(Supp. No. 7, Update 3)

( Ord. No. 1110 , § 4, 9-3-2019)

5.66.020 Permit required.

No person shall engage in, conduct, or carry on the business of vending on a sidewalk without a permit issued under the provisions of this Chapter.
( Ord. No. 1110 , § 4, 9-3-2019)

5.66.030 Permit application.

Every person, prior to engaging in, conducting, or carrying on the business of vending on a Sidewalk, shall file an application for a permit with the Director, accompanied by a nonrefundable processing fee in an amount established by resolution of the City Council. The application shall be in a form prescribed by the Director and shall contain, at a minimum, the following:

A. The legal name, current mailing address and telephone number of the applicant; B. If the applicant is an agent of an individual, company, partnership, corporation, or other entity, the name and business address of the principal;
C. A copy of a California’s driver’s license or identification number, an individual taxpayer identification number, or a social security number. The number collected shall not be available to the public for inspection, is confidential, and shall not be disclosed except as required to administer the permit or comply with a state law or state or federal court order; D. A description of the food and/or merchandise for vending; E. The dimensions of the vending cart;
F. A current valid California seller’s permit number pursuant to Section 6067 of the California Revenue and Taxation Code;
G. If a vendor of food, a food handler certificate issued by the Riverside County Department of Environmental Health and other applicable requirements of the County.

H. An agreement by the applicant to indemnify and hold harmless the City, its officers and employees, for any damage or injury caused to the City as a result of the sidewalk vending conduct or activity; I. Certification by the applicant, under penalty of perjury, that the information contained in the application is true to his or her knowledge and belief; and J. Any other reasonable information regarding the time, place, and manner of the proposed sidewalk vending activities.

Applications for permits shall be filed a minimum of 30 days prior to the date requested for issuance of the permit.

Renewal permit applications shall be filed a minimum of 30 days prior to the expiration of any existing permit. ( Ord. No. 1110 , § 4, 9-3-2019)

5.66.040 Issuance of permit.

The Director or his designee shall grant a sidewalk vendor permit within ten days after receiving the completed application and proof of a valid City business license if he or she finds that all of the following requirements have been met:

Created: 2023-05-25 08:14:05 [EST]
(Supp. No. 7, Update 3)

A. The business license fees have been paid.

B. The application conforms in all respects to the provisions of this Chapter.

C. The applicant has not made a material misrepresentation of fact in the application.

D. The applicant has not had a similar permit or license denied or revoked by the City within one year prior to the date of the application.

E. The applicant has not been convicted, during the three-year period immediately preceding the issuance of the permit, of any offenses involving the sale of a controlled substance specified in sections 11054, 11055, 11056, 11057, or 11058 of the California Health and Safety Code in conjunction with, or while conducting, sidewalk vending business or activity.

F. The applicant has obtained any other applicable City or county permits, including any City or county health permit required for the preparation and sale of food products.

G. The applicant has obtained a valid City business license and paid the appropriate business license fee. ( Ord. No. 1110 , § 4, 9-3-2019)

5.66.050 Denial of permit.

If the Director finds that all the requirements of Section 5.64.060 of the Municipal Code have not been met, he or she shall deny the application for the sidewalk vendor permit. Written notification of denial of the permit application, setting forth the grounds for denial, shall be served on the applicant by personal delivery or by first class and certified or registered mail, return receipt requested, addressed to the applicant at his or her mailing address as set forth in the permit application. Notice of denial of the application shall be deemed to have been served on the date it is personally served on the applicant or when deposited in the United States mail with postage prepaid and addressed to the applicant at his or her mailing address as set forth in the permit application, regardless whether the certified mail receipt is returned to the City signed or unsigned. ( Ord. No. 1110 , § 4, 9-3-2019)

5.66.060 Conditions imposed on permit.

Any person issued a permit pursuant to this Chapter shall comply with all operating requirements that are imposed as part of the permit pursuant to Sections 5.66.150 and 5.66.160 of this Chapter. ( Ord. No. 1110 , § 4, 9-3-2019)

5.66.070 Permit expiration.

A permit issued pursuant to this Chapter shall be effective for a period of one year from the date of issuance. ( Ord. No. 1110 , § 4, 9-3-2019)

5.66.080 Permits nontransferable.

No permit issued pursuant to this Chapter shall be transferable. ( Ord. No. 1110 , § 4, 9-3-2019)

Created: 2023-05-25 08:14:05 [EST]
(Supp. No. 7, Update 3)

5.66.090 Revocation of permit.

The Director may revoke a permit issued under this Chapter for any of the following reasons:

A. The permitee has made a material misrepresentation in the application.

B. The permitee has committed violations of this Chapter on four or more separate days; C. The permittee has failed to maintain the insurance required by this Chapter; D. The permitee has failed to comply with applicable federal, state or local laws and regulations; E. The permitee has conducted the vending in a manner which endangers the public health or safety.

F. The permitee’s conviction at any time of an offense involving the sale of a controlled substance specified in sections 11054, 11055, 11056, 11057, or 11058 of the California Health and Safety Code in conjunction with, or while conducting, sidewalk vending business or activity. ( Ord. No. 1110 , § 4, 9-3-2019)

5.66.100 Notice of hearing and grounds for revocation.

Prior to the revocation of a permit issued under this Chapter, the permittee shall be notified in writing of the grounds for the revocation of the permit and a hearing shall be held thereon. Written notification of revocation of the permit, setting forth the grounds for the revocation, shall be served on the permitee by personal delivery or by first class and certified or registered mail, return receipt requested, addressed to the permittee at his or her mailing address as set forth in the permit application. Notice of revocation of the permit shall be deemed to have been served on the date it is personally served on the permitee or when deposited in the United States mail with postage prepaid and addressed to the applicant at his or her mailing address as set forth in the permit application, regardless whether the certified mail receipt is returned to the City signed or unsigned. Notice of the hearing shall be given in accordance with Chapter 1.17 of the Municipal Code to the permittee at least ten days prior to the hearing.
( Ord. No. 1110 , § 4, 9-3-2019)

5.66.110 Emergency temporary suspension of permit.

Where the conduct or the activity of the permittee creates an imminent peril to the public health or safety, a permit issued pursuant to this Chapter may be summarily suspended upon notice to the permittee, provided that the permittee shall be entitled to a hearing within three days thereafter and any emergency suspension shall not exceed 15 days pending a hearing under Section 5.66.100. ( Ord. No. 1110 , § 4, 9-3-2019)

5.66.120 Conduct of hearing on suspension or revocation.

The Director shall conduct a hearing and make the determination on the suspension or revocation of a permit. The Director may promulgate rules of procedure for such hearings, which shall recognize the right of the permittee to be heard and to call witnesses on the permittee’s behalf. ( Ord. No. 1110 , § 4, 9-3-2019)

Created: 2023-05-25 08:14:05 [EST]
(Supp. No. 7, Update 3)

5.66.130 Decision of hearing on suspension or revocation.

The decision of the Director shall be rendered within ten days of the close of the hearing. The decision shall be in writing and shall set forth the findings and reasons for the decision, and the permittee shall be notified in writing of his or her right to appeal to the Hearing Officer as set forth in Section 5.66.140. ( Ord. No. 1110 , § 4, 9-3-2019)

5.66.140 Appeal to Hearing Officer.

A. Any applicant for a permit under this Chapter, or a permittee, shall have the right to appeal from a decision by the Director to deny a permit application or to revoke a permit, by filing with the City Clerk a written notice of appeal, specifying the grounds for such appeal, within 15 days after the decision has been served on the applicant or permittee. Such appeal shall be heard by the Hearing Officer, as designated by the City Council from time to time, or by an administrative hearing officer designated by or at the request of the Hearing Officer, upon not less than 15 days’ written notice to the appellant. The Hearing Officer, as the designated administrative hearing officer, shall consider all relevant evidence at the hearing, continue the hearing for good cause, and require such legal briefing as may be required to address any issues raised by the appeal. Within a reasonable time, but not more than 30 days following the conclusion of the hearing, the Hearing Officer or the designated administrative hearing officer shall issue a written decision affirming, denying or modifying the decision from which the appeal was taken, supported by factual findings and determinations referenced by supporting evidence. The decision of the Hearing Officer or designated administrative hearing officer shall be final. The written decision shall be served on the appellant as provided in Code of Civil Procedure section 1094.6(b), with a copy submitted to the City Clerk. The written decision shall include a notice to the appellant that the decision is subject to judicial review according to the provisions and time limits set forth in Code of Civil Procedure section 1094.6. If a timely appeal is filed, any revocation shall be stayed pending the decision of the Hearing Officer. Otherwise, the revocation shall become effective immediately upon expiration of the period for filing an appeal.

B. No person whose permit is finally denied or revoked shall be eligible to apply for a new permit for a period of one year following such final action.
( Ord. No. 1110 , § 4, 9-3-2019)

5.66.150 Operating requirements.

A. Except as otherwise permitted in this Chapter or the Municipal Code, no sidewalk vendor shall vend in any of the following locations:

1. To the fullest extent permitted by law, Aany public property other than a sidewalk, including, without limitation, streets, alleys, and City-owned parking structures;

2. Within 200 feet of any other sidewalk vendor;

3. Within 100 feet of a police officer, firefighter, or emergency medical personnel who is actively performing his or her duties or providing services to the public;

4. Within 100 feet of a street intersection or traffic signal;

5. Within 15 feet of a fire hydrant, fire call box, police call box, traffic signal controller, or streetlight controller;

6. Within ten feet of any driveway or driveway approach; Formatted: Not Highlight
Formatted: Not Highlight

Created: 2023-05-25 08:14:05 [EST]
(Supp. No. 7, Update 3)

7. Within ten feet of a marked crosswalk;

8. Within ten feet of the curb return of an unmarked crosswalk;

9. Within any median strip or dividing section;

10. Within 200 feet of a Police Station or Fire Station.

11. Within 200 feet of a Certified Farmers Market or Swap Meet during the limited operating hours of that Certified Farmers Market or Swap Meet.

12. Within 200 feet of an event held pursuant to a Temporary Special Permit during the limited duration of that special event, provided the City provides the sidewalk vendors any notice, business interruption mitigation, or other rights the City provided to any affected business or property owners under the City’s Temporary Special Permit.

13. If a stationary sidewalk vendor, within any residential zone of the City.

14. If a stationary sidewalk vendor, within any Park with a concession stand operated by a vendor under agreement for concessions with the City that exclusively permits the sale of food or merchandise by the concessionaire.

B. Sidewalk vendors must at all times maintain a clearance within a sidewalk sufficient to enable persons to freely pass while walking, running, or using mobility assistance devices.

C. Sidewalk vending is permitted only between the hours of 8:00 a.m. and 9:00 p.m. or one-half hour after sunset, whichever comes first, except that the hours of operation in non-residential areas shall not be more restrictive than the hours of operation imposed on other businesses or uses on the same street.

D. If a sidewalk vendor of food other than solely prepacked food, the vendor shall possess hand sanitizer for use by the sidewalk vendor and patrons.

E. If a stationary sidewalk vendor, the vendor shall maintain a clearly designated litter receptacle in the immediate vicinity, marked with a sign requesting use by patrons. The litter receptacle must be large enough to accommodate customer litter without resort to existing litter receptacles located on any block for use by the general public. The vendor's litter receptacle may not be left on the sidewalk upon leaving any vending location.

F. If a roaming sidewalk vendor vending from a vending cart, the vendor shall maintain a litter receptacle attached to the vending cart large enough to accommodate customer litter without resort to existing litter receptacles located on any block for use by the general public and marked with a sign requesting use by patrons.

G. Sidewalk vendors shall maintain a neat, sanitary, hazard and trash-free ten foot radius of the vending location during hours of operation, and prior to leaving any vending location, the sidewalk vendor shall pick up, remove, and dispose of all litter generated by the vending operations within a ten foot radius of the vending location in the sidewalk vendor's litter receptacle. Sidewalk vendors shall not throw, deposit, or leave, or permit to be thrown, deposited, or left, any litter, food, or other discarded or abandoned objects, in or upon any street, sidewalk, gutter, storm drain, inlet, catch basin, or other drainage structure, or upon any public or private land in the City, so that the same might be or become a pollutant.

H. Sidewalk vendors shall immediately clean up any food, grease or other fluid or item related to sidewalk vending activities that falls on public property.

I. If a stationary sidewalk vendor remains in place for one hour or longer, the sidewalk vendor must be located within 300 feet of a publicly-accessible restroom.

J. Sidewalk vendors must ensure that food and merchandise are securely fastened to the vending cart in such a manner that the food or merchandise does not fall off or extend outside of the frame of the vending cart.

Formatted: Highlight

Created: 2023-05-25 08:14:05 [EST]
(Supp. No. 7, Update 3)

K. All food and merchandise shall be stored either inside or affixed to the vending cart or carried by the sidewalk vendor.

L. To the fullest extent permitted by law, Vvending carts shall not be placed on any public property other than a sidewalk.

M. Vending carts shall not touch, lean against or be affixed at any time to any building or structure including, but not limited to poles, signs, trees, lampposts, parking meters, mailboxes, traffic signals, fire hydrants, benches, bus shelters, newsstands, trashcans or traffic barriers, or other objects on public property or in the public right-of-way.

N. All signage and advertising related in any way to the sidewalk vendor must be attached to the vending cart or the sidewalk vendor's person, and shall not be electrical, flashing, wind-powered or animated.

O. A vending cart approved by the Riverside County Department of Environmental Health to vend one type or types of food may not be used to vend a different type of food.

P. Sidewalk vendors shall possess at all times, while vending, a copy of a valid current permit issued pursuant to this Chapter, as well as any other permit required by any other appropriate governmental agency. The sidewalk vendor permit shall be displayed conspicuously at all times on the vending cart or the sidewalk vendor's person. If multiple sidewalk vendors are staffing a vending cart or working as roaming sidewalk vendors, each person shall wear their permit on their person in a conspicuous manner. With respect to all other required permits, the sidewalk vendor shall display a copy of the permit upon request by authorized City employees.

Q. If a sidewalk vendor of food, the vendor shall possess and display in plain view on the vending cart a valid current mobile food facility permit from Riverside County Department of Public Health and, if issued by the Riverside County Department of Environmental Health, a grade.

R. Sidewalk vendors shall comply with all applicable state and local laws, as amended from time to time, including without limitation, Chapter 9.02 (Noise Control) of the Municipal Code, Chapter 9.36 (Panhandling, Soliciting and Aggressive Solicitation the Municipal Code (Aggressive Solicitation), Chapter 8.04 (Food Handlers) of the Municipal Code, applicable California Health and Safety Code and Riverside County Ordinances, state Food labeling and preparation requirements, fire codes and regulations, and the Americans with Disabilities Act of 1990 (Public Law 101-336) and other disability access standards (both state and federal).

S. Not including an attached litter receptacle, vending carts shall not exceed a length of four feet, a width of four feet, or a height, including a roof, umbrella, or awning, of ten feet provided that any umbrella or awning shall be no less than seven feet above the surface of the sidewalk.

T. Vending carts shall not be accompanied by accessories, including, but not limited to, tables, chairs, benches and umbrellas except that one chair and one umbrella may be provided for the purpose of allowing the vendor or an employee to be seated in shade.

U. Vending carts for merchandise, if stored in the City, shall be fully enclosed by a structure with walls and a roof when not in use for sidewalk vending.

V. Vending carts for food shall be stored in accordance with all requirements of the Riverside County Department of Public Health and the City's Health Department.

W. Vending carts shall have locking wheels to prevent uncontrolled movement.

X. Vending carts shall not be left unattended.

Y. Vending carts shall not be left overnight on any public property or rights-of-way.

Z. Sidewalk vendors shall not engage in any of the following activities:

Created: 2023-05-25 08:14:05 [EST]
(Supp. No. 7, Update 3)

1. Vending lottery tickets, alcohol, cannabis, adult oriented material, or tobacco or electronic cigarette products;

2. Vending illegal or counterfeit merchandise;

3. Damaging public or private property, including trees, shrubs, grass, flowers, plants or vegetation;

4. Causing vehicles to stop in traffic lanes or persons to stand in traffic lanes or parking spaces; or

5. Vending in a manner that blocks or obstructs the free movement of vehicles, including parked vehicles. ( Ord. No. 1110 , § 4, 9-3-2019)

5.66.160 Administrative citations.

A. In accordance with Government Code section 51039, a violation of this Chapter by a sidewalk vendor who has a valid current permit issued by the City pursuant to this Chapter is punishable only by an administrative citation, in amounts not to exceed the following:

1. One hundred dollars for a first violation.

2. Two hundred dollars for a second violation within one year of the first violation.

3. Five hundred dollars for each additional violation within one year of the first violation.

4. The City may revoke a permit issued to a sidewalk vendor for the term of that permit upon the fourth violation or subsequent violations.

B. In accordance with Government Code section 51039, a violation of this Chapter by a person engaged in sidewalk vending without a valid current permit issued pursuant to this Chapter is punishable only by an administrative citation, in amounts not to exceed the following, in lieu of the amounts set forth in paragraph A:

1. Two hundred fifty dollars for a first violation. or his or her designee.

2. Five hundred dollars for a second violation within one year of the first violation.

3. One thousand dollars for each additional violation within one year of the first violation.

4. Upon proof of a valid permit issued by the City pursuant to this article, the administrative citations set forth in this paragraph shall be reduced to the amounts set forth in paragraph A.

5. It shall constitute a new and separate offense for each and every hour during any portion of which a violation of, or failure to comply with, any provision or requirement of this Chapter is committed, continued, or permitted by any person.

6. A violation of this Chapter shall not be punishable as an infraction or misdemeanor and a person alleged to have violated any provision of this Chapter shall not be subject to arrest except when permitted under law. Further, failure to pay an administrative citation issued pursuant to this Chapter shall not be punishable as an infraction or misdemeanor. Additional fines, fees, assessments, or any other financial conditions beyond those authorized herein shall not be assessed.

7. When assessing administrative citations pursuant to this Chapter, the administrative hearing officer shall take into consideration the person's ability to pay the fine. The administrative hearing officer shall provide the person with notice of his or her right to request an ability-to-pay determination and shall make available instructions or other materials for requesting an ability-to-pay determination. The person may request an ability-to-pay determination at adjudication or while the judgment remains unpaid, including when a case is delinquent or has been referred to a comprehensive collection program.

Created: 2023-05-25 08:14:05 [EST]
(Supp. No. 7, Update 3)

8. If the person meets the criteria described in subdivision (a) or (b) of California Government Code section 68632, the City shall accept, in full satisfaction, 20 percent of an administrative citation imposed pursuant to this Chapter.

9. The administrative hearing officer may allow a person to complete community service in lieu of paying the total administrative citation, may waive the administrative citation, or may offer an alternative disposition.
( Ord. No. 1110 , § 4, 9-3-2019)

Staff Report

TO: City Council
FROM: Doug Story, Community Services Director
Robert Vestal, Public Works Director
DATE November 21, 2023
SUBJECT: Stewart Park Improvement Project Update

Description Provide an update on the status of the Stewart Park Improvement Project.

Target 5 – Quality of Life/Well Being Goal 6-Complete Stewart Park Improvement Project – Priority Level 3.

Background and Analysis:

On April 5, 2022, City Council approved a Professional Services Agreement with PlaceWorks for landscape architecture and engineering design services for the Stewart Park Improvement Project (Project).

On November 1, 2022, Placeworks presented two preliminary design alternatives “Celebrating Beaumont” and “Peaks and Creeks”, and direction was given to pursue construction documents.

In April 2023, 30% Design Plans were submitted.

In September 2023, 60% Design Plans were submitted which included an updated cost estimate for the Project. The 60% construction plans, in addition to recent bid results for similar projects, allowed the design team to prepare an accurate cost estimate.

The estimated cost for complete construction is $14.9M. The current Capital Improvement Plan (CIP) total budget for the Project is $8,024,853, of which the construction budget is approximately $7.3M.

In order to construct the Project as designed, the Project would need approximately $7.6M in additional funds. For discussion, the design team prepared a phasing plan which illustrates the improvements that can be potentially constructed now with the existing budget while postponing the remaining improvements and costs for a subsequent phase (refer to Attachment A for the cost estimate and Attachment B for the phasing presentation).

The following is a summary of Phase 1 and Phase 2 improvements and costs:

Phase 1 – $9,261,555.97

The following are park amenities and improvements included in Phase 1:

 Large Playground
 Splash Pad and Restroom
 Entry Plazas
 Some Accessible Pathways (roughly 60%)
 New Turf, Sod, Plants, Trees
 All of the demolition and site clearing would be included in Phase 1, as well as the utility improvements for electrical and water
 Grading around the basin and throughout Phase 1 of the park

Phase 2 – $6,408,599.33

The following are park amenities and improvements included in Phase 2:

 Small Playground
 Basketball/Pickleball Courts
 Stage
 Group Picnic Shelters
 Skate Park Improvements
 Tiled Entry Plazas
 Remaining Accessible Pathways
 Additional Demolition and Grading
 Additional Trees, Turf, Irrigation, and Plants

The phased approach would allow the project to continue to move forward with completed construction documents and bid documents. Once bids are received and reviewed the City will have a clearer understanding of market conditions and costs.

Phase I improvements, based on the current cost estimate, will require additional funding; however, City staff is hopeful that market conditions may be more favorable at that time.

Subsequently, City Council may decide to fund Phase 2 improvements during FY 24/25.

This approach would allow the bidding to be conducted as a single project where the contractor has the option to submit a Base Bid for Phase 1 and an Additive Bid for Phase 2 improvements.

Alternatively, City Council may decide to fund Phase 2 improvements in the future. This approach has the risk of costing more due to increasing construction costs and separate construction mobilization costs.

Schedule Updates

The project has experienced a few delays in the design process. The following is a summary of the delays:

 (~month) 30% plan City Council presentation bumped back to account for discussions for Cherry Festival about their needs for the use of the park  (~month) Coordination with Beaumont Cherry Valley Water District for easement and impact to design
 (~month) Plan revisions and cost estimate due to comments at 60% design  (~month) Phasing plan development and impacts to Project

The Project design phase had an original completion date of November 2023. It is now anticipated that the design phase will be completed by March 2023. The Project will have a 60-day bidding period. Therefore, construction is currently anticipated to begin in June of 2024 with a construction duration of 10-12 months.

Fiscal Impact:

The estimated cost to prepare this report is $660.

Recommended Action:

Provide direction to staff on how to proceed with phasing; and, Provide direction to staff on timing of funding.

Attachments:

A. Stewart Park 60% Plan Construction Cost
B. Stewart Park Phasing Presentation
C. Stewart Park Schedule Update

Stewart Park
60% Construction Documents
Estimated Construction Cost Summary

IMPROVEMENTS
Description Total
Project Initiation 360,142$
Mobilization, Surveying Signage, Traffic Control 354,142$ Erosion Control 6,000$
SITE CLEARING AND DEMOLITION 590,656$
Demolition of 9th and 10th Streets, Parking Lot Removal, Concrete Pathway Removal and Sawcut, Park Furniture Removal, Clearing and Grubbing, Tree Protection and Tree Removal 590,656$
GRADING AND EARTHWORK 739,628$
Site grading, including import fill, to reconfigure site topography and allow for accessible pathways 496,500$
Stormwater management 231,228$
Culvert relocation 11,900$
PARK DESTINATIONS 8,096,075$
Large Playground - playground equipment, safety surfacing, embankment slab and retaining walls, stairs, shade structures, and seating 1,693,563$ Small Playground - playground equipment, wood fiber surfacing, shade structures, and seating 254,305$
Splash Pad and Restroom - splash pad equipment, textured concrete paving, combined restroom and pump room with slab, water and sewer utilities 2,977,276$ Entry Plazas - tiled entry planters, paving, fencing, and seating 370,416$ Basketball/Pickleball Courts - court surfacing and striping, basketball posts, and retractable pickleball posts 231,675$
Stage - overhead structure and 4' tall concrete floor - does not include electrical connection 712,600$
Group Picnic Shelters - shade structure and tables 1,456,240$ Skate Park 400,000$
PATHWAYS AND PARK FURNITURE 1,200,362$
Concrete pathways and stairs 974,402$
Standalone picnic tables, benches, trash cans, and other site furnishings 225,960$ ELECTRICAL 618,823$
Electrical supply for new facilities, including pathway lighting, splash pad pump room, stage, and irrigation controller, and reconfiguration of existing system to connect to new transformer from SCE 618,823$
PLANTING AND IRRIGATION 1,704,459$
Turf 157,880$
Lower water use turf in retention basin 127,620$
Shrubs 538,823$
Trees 40,730$
Irrigation 839,406$
Street Parking 244,311$
Asphalt, Curbs, and Street Striping 244,311$
Construction Subtotal 13,554,456$
Estimate Contingency 10%1,355,446$
Total Anticipated Construction Cost $14,909,901.09
Improvements square footage 564,241
price per sf $26.42

Stewart Park
60% Construction Documents
Potential Phasing SummarySummary
PHASE 1 IMPROVEMENTS
Description Total
Project Initiation 234,205$
Mobilization, Surveying Signage, Traffic Control 228,205$ Erosion Control 6,000$
SITE CLEARING AND DEMOLITION 492,251$
Demolition of 9th and 10th Streets, Concrete Pathway Removal and Sawcut, Park Furniture Removal, Clearing and Grubbing, Tree Protection and Tree Removal 492,251$
GRADING AND EARTHWORK 666,855$
Site grading, including import fill, to reconfigure site topography and allow for accessible pathways 446,850$
Stormwater management 208,105$
Culvert relocation 11,900$
PARK DESTINATIONS 4,842,765$
Large Playground - playground equipment, safety surfacing, embankment slab and retaining walls, stairs, shade structures, and seating 1,693,563$ Splash Pad and Restroom - splash pad equipment, textured concrete paving, combined restroom and pump room with slab, water and sewer utilities 2,977,276$ Entry Plazas - tiled entry planters, paving, fencing, and seating 171,926$ PATHWAYS AND PARK FURNITURE 561,414$
Concrete pathways and stairs 450,087$
Standalone picnic tables, benches, trash cans, and other site furnishings 111,327$ ELECTRICAL 482,623$
Electrical supply for new facilities - includes electrical supply for stage 482,623$ PLANTING AND IRRIGATION 1,139,484$
Turf 62,555$
Lower water use turf in retention basin 127,620$
Shrubs 301,741$
Trees 36,657$
Irrigation 610,911$
Construction Subtotal 8,419,596$
Estimate Contingency 10%841,960$
Total Anticipated Construction Cost - PHASE 1 $9,261,555.97

FUTURE PHASE IMPROVEMENTS
Description Total
Project Initiation 129,937$
Mobilization, Surveying Signage, Traffic Control 125,937$ Erosion Control 4,000$
GRADING AND EARTHWORK 72,773$
Site grading, including import fill, to reconfigure site topography and allow for accessible pathways 49,650$
Stormwater management 23,123$
SITE CLEARING AND DEMOLITION 98,405$
Demolition within Maple and Orange for future parking, clearing and grubbing, concrete pathway removal 98,405$
PARK DESTINATIONS 3,253,310$
Small Playground - playground equipment, wood fiber surfacing, shade structures, and seating 254,305$
Entry Plazas - tiled entry planters, paving, fencing, and seating 198,490$ Basketball/Pickleball Courts - court surfacing and striping, basketball posts, and retractable pickleball posts 231,675$
Stage - overhead structure and 4' tall concrete floor - does not include electrical connection 712,600$
Group Picnic Shelters - shade structure and tables 1,456,240$ Skate Park 400,000$
PATHWAYS AND PARK FURNITURE 638,948$
Concrete pathways and stairs 524,315$
Standlone picnic tables, benches, trash cans, and other site furnishings 114,633$ ELECTRICAL 136,200$
Electrical supply for new facilities, including pathway lighting, splash pad pump room, stage, and irrigation controller, and reconfiguration of existing system to connect to new transformer from SCE 136,200$
PLANTING AND IRRIGATION 564,975$
Turf 95,325$
Shrubs 237,082$
Trees 4,073$
Irrigation 228,495$
Street Parking 244,311$
Asphalt, Curbs, and Street Striping 244,311$
Construction Subtotal 5,066,086$
Estimate Contingency 10%506,609$
Escalation 15%835,904$
Total Anticipated Construction Cost - FUTURE PHASES $6,408,599.33

Stewart Park sf acres price/ sf
60% Construction Documents 564,241 13.0 $26.42
Estimated Construction Costs Details

IMPROVEMENTS
Description Quantity Unit Cost Total
GENERAL REQUIREMENTS 360,142$
Mobilization 1 LS 330,572.09 330,572$
Survey Staking and Layout 564,241 SF 0.04 22,570$
Temporary Construction Sign 1 EA 1,000.00 1,000$ Erosion Control 1 LS 6,000.00 6,000$
SITE CLEARING AND DEMOLITION 590,656$
Tree Protection Fencing 3,016 LF 3.00 9,048$
Tree Removal 6 EA 1,000.00 6,000$
Clearing and Grubbing 448,103 SF 0.61 273,343$
Remove Concrete Sidewalk 24,612 SF 4.00 98,448$
Remove Concrete Curb + Gutter 802 LF 2.00 1,604$ Remove Concrete Header 1,024 LF 2.00 2,048$
Temporary Construction Fencing 3,741 LF 3.50 13,094$ Electrical Demolition 1 LS 25,000.00 25,000$ Remove Benches 11 EA 100.00 1,100$
Remove Asphalt Base and Surfacing 75,484 SF 2.00 150,968$ Sawcut Existing Pavement 2,451 LF 4.00 9,804$
Remove Signs 2 EA 100.00 200$
CIP CONCRETE 278,725$
6" Wide Flush Concrete Curb 175 LF 32.00 5,600$ Concrete Seatwall 142 LF 350.00 49,700$
Concrete Seatwall with Spray 53 LF 350.00 18,550$ Concrete Seatwall with Tile 275 LF 420.00 115,500$ Concrete Stairs 284 SF 50.00 14,200$
Concrete Retaining Wall 15 CY 1,550.00 22,475$ Stage Floor and Ramp 34 CY 1,550.00 52,700$ PLAYGROUND + SPLASH PAD + COURT + SKATE PARK EQUIPMENT 3,294,943$ Playground Equipment and Shade 1 LS 1,136,800.00 1,136,800$ Playmound with Tunnel 2 EA 15,164.00 30,328$ Additional Aggregate for Tunnel 8 CY 105.00 840$ Concrete Slab for Embankment Slide 28 CY 1,550.00 43,400$ VersoSplash 1 EA 65,700.00 65,700$
Flash Flood 1 EA 89,310.00 89,310$
Bucket Trio 2 EA 41,590.00 83,180$
Water Arch Bar 2 EA 21,510.00 43,020$
Sidewall Fan Spray 6 EA 3,590.00 21,540$ Jumping Stream Jet (w/ LED)12 EA 12,610.00 151,320$ Arch Jet Tunnel 1 EA 9,380.00 9,380$
Triple Arch Jet (w/ LED)4 EA 9,660.00 38,640$ Ground Funnel (w/LED)3 EA 9,660.00 28,980$ Funnel Twist (w/LED)3 EA 12,610.00 37,830$ Shower 2 EA 7,000.00 14,000$
6" Pipe 300 LF 90.00 27,000$
4" and Smaller Pipe 1,500 LF 75.00 112,500$
Drains 7 EA 500.00 3,500$
Tank and Associated Infrastructure 1 EA 500,000.00 500,000$ Filtration/Feature Pumps 4 EA 20,000.00 80,000$ UV Unit (Recirculation, Feature 2, Feature 3)3 EA 40,000.00 120,000$ UV Unit (Feature 1)1 EA 25,000.00 25,000$ Chemical Pump 2 EA 2,000.00 4,000$
Chemical Tank 2 EA 2,500.00 5,000$
Dual Sump Pump 1 EA 3,000.00 3,000$
Emergecy Eyewash and Shower 1 EA 3,000.00 3,000$ 6-inch Basket Strainer 1 EA 6,000.00 6,000$ Sand Filters w/ 3" Multiport Valve 2 EA 5,000.00 10,000$ 36"x36" Access Hatch 1 EA 5,000.00 5,000$ Ladder 2 EA 3,000.00 6,000$
Stewart Park
60% Construction Documents Page 1 of 3Page 340 of 457

Guardrail 30 LF 80.00 2,400$
Potable Water Fill Line 1 EA 5,000.00 5,000$ Electical, Control, and Programming 1 EA 110,000.00 110,000$ Start up and Training 1 EA 30,000.00 30,000$ Pressure Test Pipe 1 EA 30,000.00 30,000$ Skate Park Allowance 1 EA 400,000.00 400,000$ Basketball Posts - Single 2 SF 3,540.00 7,080$ Basketball Posts - Double 1 SF 6,195.00 6,195$ STRUCTURES 2,648,650$
Stage 1 EA 659,900.00 659,900$
Restroom and Pump House 1 EA 650,000.00 650,000$ Restroom and Pump House Slab 25 CY 1,550.00 38,750$ Picnic Structure 2 EA 650,000.00 1,300,000$ OTHER SITE FURNISHINGS 880,370$
Picnic Table 54 EA 4,340.00 234,360$
Recycling/ Trash Receptacle 12 EA 3,330.00 39,960$ Bench 23 EA 1,860.00 42,780$
Swing Bench 6 EA 70,370.00 422,220$
Timber Seat 9 EA 4,000.00 36,000$
Boulders 186 TONS 350.00 65,100$
Stair Handrail 28 LF 150.00 4,200$
Guardrail 110 LF 325.00 35,750$
SITE ELECTRICAL 618,823$
New Southern California Edison 300kva primary underground service from pole to utility transformer.1 LS 25,000.00 25,000$ New 800 Amp main distribution switchboard 120/208V-3P-4W with main and meter.1 LS 16,500.00 16,500$
Panelboard 100 Amp 120/208-3P-4W (42 CKT NEMA 3R)5 EA 4,150.00 20,750$ Sump pump .05 HP 115 volt 60HZ 1 LF 600.00 600$ 3/4-inch Conduit (EMT)500 LF 6.90 3,450$
1-inch Conduit (EMT)500 LF 8.45 4,225$
3-inch Conduit (PVC)1,500 LF 18.10 27,150$
Pullboxes NEMA 3R (36"x36"x12"D)7 EA 1,000.00 7,000$ #12 Copper Wire 1,600 CLF 88.00 1,408$
#10 Copper Wire 4,000 CLF 107.00 4,280$
4/0 Copper Wire (kcmil)5,200 CLF 975.00 50,700$ Miscellanious Fittings and Connectors and Mounting Equipment 1 LS 30,000.00 30,000$ Trenching and Back Fill 2,500 LF 25.00 62,500$ Walkway Lighting Fixtures 138 EA 2,100.00 289,800$ Landscape Lighting fixtures 2 EA 830.00 1,660$ Flood Lighting Fixtures 28 EA 1,200.00 33,600$ Retrofit Sports Ball Park Lighting Heads to LED 6 EA 1,800.00 10,800$ Basketball Court Light Fixtures 8 EA 1,300.00 10,400$ Wallpack Light Fixtures 5 EA 400.00 2,000$ Lighting Controls (Basic tork timers with Contactors 6-8 zones)1 LS 10,000.00 10,000$ Grounding 7 EA 1,000.00 7,000$
EARTHWORK 501,800$
Earthwork (Import Fill)8,100 CY 30.00 243,000$ Cut 4,400 CY 15.00 66,000$
Fill 12,500 CY 15.00 187,500$
River Gravel 20 CY 265.00 5,300$
PAVING 2,361,650$
Pedestrian Concrete Paving 64,008 SF 15.00 960,126$ Textured Concrete (Splash Pad)9,022 SF 58.00 523,266$ Court Paving 8,400 SF 26.00 218,400$
Decomposed Granite 571 SF 6.00 3,426$
Poured-in-Place Synthetic Safety Surfacing 12,270 SF 25.00 306,750$ Engineered Wood Fiber 5,389 SF 5.00 26,945$
Pavers (Unilock Promenade 4"x12")4,357 SF 18.00 78,426$ Street Improvements - Vehicular Asphalt 23,922 SF 5.00 119,610$ Street Improvements - Concrete Curb Ramp (w/ truncated domes)6 EA 2,000.00 12,000$ Street Improvements - Valley Gutter 789 LF 40.00$ 31,560$ Street Improvements -Type D Curb 1,531 LF 35.00$ 53,585$ Street Improvements -Type A-6 Curb and Gutter 719 LF 35.00$ 25,165$ Street Improvements -Striping 2,391 LF 1.00 2,391$ Stewart Park
60% Construction Documents Page 2 of 3Page 341 of 457

IRRIGATION 839,406$
Irrigation System Allowance 279,802 SF 3.00 839,406$ PLANTS 865,053$
Fine Grading 279,802 SF 0.30 83,941$
Sod Lawn - Turf 121,446 SF 1.00 121,446$
Sod Lawn - Retention Basin 98,169 SF 1.00 98,169$ Soil Preparation 2,412 CY 85.00 205,019$
Mulch (3" thick XXsf)750 CY 100.00 75,000$
Shrubs/ Groundcover 60,187 SF 4.00 240,748$
Trees (15 Gal)96 EA 130.00 12,480$
Trees ( 24" Box)50 EA 565.00 28,250$
WATER UTILITIES 60,310$
Water Meter - Service Connection Fee 2 EA 980.00 1,960$ Water Meter - Construction Meter Deposit 2 EA 2,650.00 5,300$ Water Utilities - Plan Check Deposit 1 EA 7,500.00 7,500$ Water Utilities - Will Serve Deposit 1 EA 500.00 500$ 2" Copper Pipe 530 LF 85.00 45,050$
SANITARY SEWERAGE UTILITIES 16,100$
Sanitary Sewer Cleanout 1 EA 100.00 100$ Sanitary Sewer Manhole 1 EA 6,000.00 6,000$ 4" PVC Pipe (Sewer)200 LF 50.00 10,000$
STORM UTILITY 237,828$
6" Area Drain 14 EA 50.00 700$
18X18 Drop Inlet 11 EA 1,375.00 15,125$
Storm Drain Pump 4 EA 18,000.00 72,000$ Mitered Drain 3 EA 45.00 135$
Storm Drain Cleanout 3 EA 100.00 300$
Storm Drain Manhole 1 EA 6,000.00 6,000$ Curb Drain 1 EA 150.00 150$
6" HDPE Pipe (Storm Drain)1,640 LF 26.00 42,640$ Headwalls 2 EA 3,200.00 6,400$
18" RCP Culvert 55 LF 120.00 6,600$
Sediment Basin 1 LS 30,000.00 30,000$
Biosoil 385 CY 100.00 38,519$
Class 2 AB 193 CY 100.00 19,259$
Construction Subtotal 13,554,456$
Estimate Contingency 10%1,355,446$
Total Anticipated Construction Cost $14,909,901.09
Stewart Park
60% Construction Documents Page 3 of 3Page 342 of 457

Proposed Park Plan

STEWART PARK RENOVATION
Project Update
Phasing Considerations

Existing Conditions

STEWART PARK RENOVATION
Project Update
Phasing Considerations
Project Boundary Maple Avenue
Orange Avenue
10 t
h

S
t
r
e
e
t
11 t
h

S
t
r
e
e
t
9t
h

S
t
r
e
e
t

Site Feature Demolition

STEWART PARK RENOVATION
Project Update
Phasing Considerations
PHASE 1Page 345 of 457

Site Grading

STEWART PARK RENOVATION
Project Update
Phasing Considerations
PHASE 1Page 346 of 457

Park Destinations

STEWART PARK RENOVATION
Project Update
Phasing Considerations
PHASE 1Page 347 of 457

Park Amenities and Accessible Pathways

STEWART PARK RENOVATION
Project Update
Phasing Considerations
PHASE 1Page 348 of 457

Planting
New turf and planting around Phase 1
destinations and plant all trees that will not
interfere with future phase construction to
allow for them to grow to provide shade.

STEWART PARK RENOVATION
Project Update
Phasing Considerations
PHASE 1Page 349 of 457

Electrical
W
W

STEWART PARK RENOVATION
Project Update
Phasing Considerations
PHASE 1
Provide power and lighting to all Phase 1
Destinations and Pathways and upgrade
park-wide system to accommodate
improvements in future phases.

Park Destinations

STEWART PARK RENOVATION
Project Update
Phasing Considerations
FUTURE PHASESPage 351 of 457

2 0
2 4

SUMMER SUMMER SUMMER
2 0
2 3
2 0
2 2

FALL FALL FALLWINTERWINTER WINTER

PROJECT
BID

CONCEPTUAL

DESIGN CONSTRUCTION

SPRING SPRING SPRING
30% PS+E:
03/07/2023

BCVWD METER AND WATER SERVICE

REQUEST

EDISON REQUEST FOR NEW

INFRASTRUCTURE
EDISON

CONSTRUCTION
60% PS+E 90% PS+E 100%
PS+E**
*CONSTRUCTIBILITY

REVIEW SITE WALK

CONSTRUCTION

DRAWINGS
We Are
Here
20 2
5 SPRING

STEWART PARK RENOVATION
Project Update
Phasing Considerations
SCHEDULEPage 352 of 457

5 6
Sept Oct Nov Dec Jan Feb Mar April May June July Aug Sept Oct Nov Dec Jan Feb MarProject Tasks 2023 2024
4 2025
Construction Documents
60% PS+E Submittal
City Staff Meeting #6 and Field Review: 60% PS+E
90% PS+E Submittal
City Staff Meeting #7: 90% PS+E Submittal
100% PS+E Submittal
City Staff Meeting #8: 100% PS+E Submittal
Final PS+E (Bid Set)
Coordination & Permitting
Southern California Edison (SCE)
Beaumont Cherry Valley Water District (BCVWD)
Riverside County Flood Control and Water Conservation
District (RCFC&WCD)
Other Utilities (Gas, Telephone, Cable)
Environmental Review
Initial Study
CEQA Document
Response to Public Comment
Notice of Determination/Notice of Exemption
Bidding & ContractingBIDDING AND CONSTRUCTION Construction - Assume 10-12 months Project Team Meetings -
Field Review/Site Visit
City Council
Meetings
Project Team
Meetings
Online
Survey
Staff Review of
Work Products
PlaceWorks Preparation
of Project Task
REVISED 60% PS+E - Sept 1
90% Draft to City - Dec 1
100% Draft to City - Jan 19
Final Draft to City - Feb 28
SITE WALK - Sept 11

Staff Report

TO: City Council
FROM: Christina Taylor, Deputy City Manager
DATE November 21, 2023
SUBJECT: Award of a Professional Services Agreement to Lisa Wise Consulting for Update of the City’s Zoning Code – Capital Improvement Project (CIP) CD-04

Description Priority #3, Target #3-Economic Development/Downtown, Goal #6 Revisit the City’s Municipal Codes and Zoning
Background and Analysis:

A zoning code serves as the implementation document for the City’s General Plan. The zoning code provides regulations for residential, commercial and industrial developments. It includes among other things, lot size, placement, density, architectural style, and the height of structures. It also incorporated various state mandated items such as density bonuses and accessory dwelling units. The zoning code also lays out the administrative processes governing planning and land development within the City of Beaumont.

The City of Beaumont’s last comprehensive zoning code update was adopted in 2007.

Since that time, there have been small updates to specific sections of the code and one update for consistency purposes as part of the General Plan Update process.

For FY2023-24, City Council authorized $350,000 to update the zoning code and develop design guidelines. On May 4, 2023, staff released a Request for Proposals (RFP) for the City’s Zoning Code Update. Upon closing of the RFP window, the City had received one proposal. Due to lack of response and need to revise the scope of work, on June 22, 2023, the City issued a Notice of Cancellation.

On September 7, 2023, the City issued a revised Request for Proposals (RFP) for the City’s Zoning Code Update. At close of the RFP window, fifty-three (53) firms had accessed the RFP resulting in five (5) proposals being submitted. Proposals were received from the following firms: Mintier Harnish, Interwest, Sagecrest Planning, Lisa Wise Consulting and Psomas.

The proposals were scored on the following criteria:
 Understanding the scope of services and completeness of proposal  Related experience and skills
 Approach to performing this type of service
 Cost and cost effectiveness

Scope
Related
Experience
& Skills
Approach to
Performing
Services
City, County
& State
Procedures
References Cost
Grand
Total
Responding
Firm
Location
20 30 20 5 10 15 100
LWC Los Angeles 19 28 18 5 7 11 88
Psomas Riverside 17 25 18 3 7 13 83
Interwest Riverside 18 24 17 3 7 15 84
Sagecrest San Juan
Capistrano 16 21 16 3 7 10 73
Mintier Harnish Sacramento
16 23 17 3 6 6 71

RESPONDING FIRM COST PROPOSAL
Interwest $219,920
PSOMAS $353,941
Lisa Wise Consulting $392,150
Sagecrest Planning $393,345
Mintier Harnish $450,460

The evaluation committee consisted of the Deputy City Manager and Planning Department staff. After review, each of the proposals was found to be complete and staff subsequently requested interviews with each of the firms. Four of the five firms responded to scheduled interviews and staff conducted interviews with the four responding firms between October 30th and November 3, 2023. Upon completion of interviews, it was determined Lisa Wise Consulting was the best suited to meet the needs of the City for the zoning code update and development of design guidelines.

Staff reviewed and refined the scope of the proposal with Lisa Wise Consulting and successfully able to reduce the cost of the project to $368,080 without impacting the overall project. It is anticipated the zoning code update will take approximately eighteen (18) months to complete.

On November 15, 2023, the proposal from Lisa Wise Consulting was presented to the RFP sub-committee who concurred with staff’s recommendation.

Beaumont Municipal Code Section 3.02.060 states that City Council approval is required for all contracts for professional services when the cost of services is $75,000 or more. The cost proposal for preparation of the zoning code update is $368,080.

Fiscal Impact:

The cost to prepare this staff report is approximately $150. The cost for the Zoning Code Update and Design Guidelines will be paid out of CIP CD-04 which has a total allocation of $350,000. A budget amendment will be brought forward to reallocate a portion of the approximately $75,000 in remaining funds from the Climate Action Plan (CD-05) to the Zoning Code Update (CD-04) to cover the outstanding $18,080.

Recommended Action:

Award a Professional Services Agreement for the City’s Zoning Code Update to Lisa Wise Consulting in an amount not to exceed $368,080.

Attachments:

A. Lisa Wise Consulting Scope of Work
B. Lisa Wise Consulting Cost Proposal
C. Professional Services Agreement