Beaumont City Council
July 16, 2024

City of Beaumont
Technical Specifications
Citywide Street Rehabilitation Project FY24
BEAUMONT CIP R-36

TECHNICAL PROVISIONS

TABLE OF CONTENTS
TPO1. NOTIFICATION OF RESIDENTS AND BUSINESSES 2
TP02. SOUND REQUIREMENTS 2
TP03. TRAFFIC CONTROL 3
TP04. WATER POLLUTION CONTROL 7
TP05. MOBILIZATION 13
TP06. TEMPORARY CONSTRUCTION SIGN 14
TP07. CONSTRUCTION SURVEY AND MONUMENT PRESERVATION 15
TP08. CONSTRUCTION WATER 15
TP09. PAVEMENT PREPARATION FOR ALL WORK 15
TP10. ROUT AND SEAL CRACKS 17
TP11. DIG OUTS 18
TP12. AC REMOVAL (9TH ST) 19
TP13. ROADWAY EXCAVATION AND RECOMPACTION (9TH ST) 19
TP14. UNSUITABLE MATERIALS (9TH ST) 19
TP15. CRUSHED AGGREGATE BASE (9TH ST) 20
TP16. SLURRY SEAL 20
TP17. COLD MILLING ASPHALT CONCRETE SURFACING 23
TP18. EDGE MILLING ASPHALT CONCRETE SURFACING 25
TP19. HOT MIX ASPHALT 26
TP20. TRAFFIC STRIPING AND PAVEMENT MARKINGS 27
TP21. PAVEMENT MARKERS 28
TP22. ADJUST VALVE TO GRADE 30
TP23. ADJUST MANHOLE TO GRADE 30
TP24. MINOR CONCRETE (RAMPS) 30
TP25. CURB RAMP DETECTABLE WARNING SURFACE 32
TP26. GUARANTEE 34
1 TECHNICAL PROVISIONS

City of Beaumont
Technical Specifications

BEAUMONT
Citywide Street Rehabilitation Project FY24
CIP R-36
TPO1. NOTIFICATION OF RESIDENTS AND BUSINESSES
The Contractor shall provide notice of the work, in person and with printed notification (in English and Spanish language), at least ten (10) working days prior to commencing construction activities, to all agencies, firms, institutions, postal service, residents, Transit Authorities, schools, stores, utilities and waste disposal service providers fronting or affected by the work. Additional printed notification (in English and Spanish language) shall be given not less than forty-eight (48) hours prior to performing any work which will restrict property access, close or partially close the street, or which will restrict or disallow street parking. All schools and churches shall receive seven (7) working days notification prior to performing any work which will restrict property access.

The Contractor shall coordinate with the school district for pick-up and drop-off of school children, with the transit authority for the pick-up and drop off of riders, with waste collection/disposal service providers, with the US postal service to ensure delivery of mail, and with churches for weekly or special activities.

The printed notices shall contain a general description of the work to be done and the date that the work is to be done. The notices shall also include a statement that parking will be restricted as called for on the "NO PARKING" signs to be posted along the street. All public notices must be reviewed and approved by the Resident Engineer prior to its distribution.

The Contractor shall also post printed "NO PARKING -TOW AWAY" signs at one -hundred -foot (100') maximum spacing along each side of the affected street for forty-eight (48) hours prior to the commencement of the street improvement work. The Contractor shall document the day, date and time the "NO PARKING" signs were posted. Posting of signs on trees and utility poles will not be allowed.

The signs shall contain the day, date, hours and vehicle code section reference that parking will be prohibited on that particular street, CVC 22651L and CVC 22654D. Signs that prohibit or restrict parking shall be removed immediately upon completion of work in the restricted or prohibited area.

The printed notices and the "NO PARKING" signs shall be furnished by the Contractor.

Payment: Full compensation for compliance with the preceding requirements shall be considered as being included in the various Contract items in the bid schedule and no additional compensation will be allowed therefor.

TP02. SOUND REQUIREMENTS
Sound control shall conform to General Conditions Article 25 and the provisions in Section 3-12.2, "Noise Control," of the Standard Specifications and these special provisions. 2 TECHNICAL PROVISIONS

City of Beaumont
Technical Specifications

BEAUMONT
-t 8..10888.18 -
Citywide Street Rehabilitation Project FY24
CIP R-36
The noise level from the Contractor's operations, between the hours of 9:00 p.m. and 6:00 a.m., shall not exceed 86 dBA at a distance of 50 feet. This requirement shall not relieve the Contractor from responsibility for complying with local ordinances regulating noise level.

The noise level requirement shall apply to the equipment on the job or related to the job, including but not limited to trucks, transit mixers or transient equipment that may or may not be owned by the Contractor. The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel.

Payment: Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefore.

TP03. TRAFFIC CONTROL
Traffic controls, including but not limited to, vehicular and pedestrian traffic controls, maintenance of vehicular and pedestrian access through work areas, detours, and street closures shall be in accordance with these Technical Provisions, Special Provisions; Traffic Control Plans; California MUTCD, Part 6, Temporary Traffic Control, Caltrans adopted 2014; the current "Work Area Traffic Control Handbook"; and Subsection 7-10, of the current "Standard Specifications for Public Works Construction," including all its subsequent amendments. Nothing in the Special Provisions shall be construed as relieving the Contractor from its responsibility to provide for the safety and convenience of traffic and the public during construction.

In the event of conflict, the order of precedence shall be as follows:

1. Special Provisions

2. Traffic Control Plans

3. California Manual on Uniform Traffic Control Devices, Part 6, Temporary Traffic Control, Caltrans adopted 2014.

4. Work Area Traffic Control Handbook. (WATCH)

5. Standard Specifications
Traffic Control shall be in accordance with the following Special Provisions:

1. All streets shall remain open to through traffic at all times. Street closure is not allowed except as approved by the Engineer. The contractor shall obtain written permission from City Engineer at least ten (10) day prior to road closure. The Contractor shall make provisions to allow local traffic access to the closed streets. The local traffic consists of, but is not limited to, residences, church congregations, farmers, post offices, meter readers, trash pickup, school buses, and emergency vehicles. The Contractor shall provide a smooth travel way and either a flagger and/or signing to direct traffic. 3 TECHNICAL PROVISIONS

City of Beaumont
Technical Specifications

BEAUMONT
Citywide Street Rehabilitation Project FY24
CIP R-36

2. The Contractor shall be responsible for the preparation of Traffic Control Plans as necessary for the work. The Traffic Control Plans shall be signed and stamped by a California Registered Traffic Engineer and transmitted to the City for approval no later than fourteen (14) calendar days prior to the scheduled commencement of work.

Comments and corrections shall be returned to the Contractor within five (5) working days. The Traffic Control Plans shall conform to the requirements listed in these Technical Provisions; California MUTCD Part 6, Temporary Traffic Control; the Work Area Traffic Control Handbook; and the Standard Specifications.

3. All traffic controls and safety devices, equipment and materials, including but not limited to cones, channelizers, delineators, flashing warning lights, barricades, high level warning devices (telescoping flag trees), flags, signs, markers, portable barriers, temporary railing (Type -K), temporary fencing, flashing arrow signs, changeable message sign, markings, and flagging equipment shall be provided and maintained in "like new" condition.

4. The Contractor shall furnish and properly install, construct, erect, use and continuously inspect and maintain, twenty-four (24) hours per day, seven (7) days per week, which includes holidays, all said devices, equipment and materials and all temporary and permanent pedestrian and driving surfaces as necessary to provide for the safety and convenience of, and to properly warn, guide, control, regulate, channelize and protect the vehicular traffic, pedestrian traffic, project workers, and the public throughout the entire limits of the work activity and beyond said limits as necessary to include areas affecting or affected by the work, from the date of Notice to Proceed to the completion and acceptance of the work.

5. High-level warning devices (telescoping flag trees) are required at all times for work being performed within the roadway unless otherwise specifically approved by the Engineer.

6. All barricades shall be equipped with flashing warning lights, and all traffic cones shall be no less than 711mm (28") in height, except that shorter cones, 305 mm (12") minimum height, may be permitted during striping maintenance operations where the only function of the cone is to protect the wet paint from the traffic.

7. The entire area of orange and white stripes for barricades shall be Type I, engineering grade, or Type II, super engineering grade, retro-reflective sheeting conforming to the requirements of ASTM Designation: D 4956-95.

8. Type III barricades, no less than 1.83 m (6') in length and equipped with two (2) Type "N" markers each and two (2) portable flashing beacons each, shall be used to close streets, except as otherwise specifically approved by the Engineer for minor maintenance work of no more than one (1) working day's duration, on weekdays, or on holidays only, and limited to the hours between 8:30 a.m. and 3:30 p.m. Said barricades shall be placed across the full roadway at each point of closure with the distance between barricades, or between barricades and curbs, not exceeding 3' except that one (1) 11' wide gap between 4 TECHNICAL PROVISIONS

City of Beaumont Citywide Street Rehabilitation Project FY24 Technical Specifications BEAUMONT CIP R-36
barricades shall be provided at the center of the street. Barricades to the right of the street's center, facing the inbound vehicular traffic, shall also be equipped with one (1) R11-2, "Road Closed" sign, one (1) R11-4, "Road Closed to Thru Traffic," sign, and a Type P warning sign.

9. Channelizers shall be surface mounted type and shall be furnished, placed and maintained at the locations shown on the Plans or as approved by the Engineer, and shall conform to the provisions in Subsection 12-3.07, "Channelizers," of the State of California Standard Specifications and these Special Provisions.

10. When no longer required for the work as determined by the Engineer, channelizers (except channelizers to be left in place), and underlying adhesive used to cement the channelizer bases to the pavement, shall be removed. Removed channelizers and adhesive shall become the property of the Contractor and shall be removed from the site of work.

11. Reflectorized (both sides) temporary self-adhesive markers, 100mm (4in) wide, shall be applied to unstriped pavement surface before opening the travel way to public traffic.

Reflectorized temporary yellow markers shall be used for to delineate the centerline to separate opposing traffic. Reflectorized temporary white markers shall be used to delineate lanes of travel and placed in 600mm (24in) intervals transverse to the road to delineate stop bars and limit lines.

12. The reflectorized temporary markers shall be removed the same day the first coat of striping has been placed on the pavement. The removal of the markers shall be done such a way that the pavement is not damaged.

13. Except as otherwise approved by the Engineer, two-way vehicular traffic shall be maintained at all times within two (2) 11' wide lanes on streets having an effective roadway width of 44' or more with restricted parking. Other streets of lesser widths may be reduced to one (1) 12' wide lane with work activity being limited to one side at a time, and the one-way vehicular traffic being maintained at all times by properly trained and experienced flaggers. All lane closures shall have flashing arrow signs to provide additional, high level, advanced warning.

14. No reduction of the traveled way width shall be permitted on any City street before 9:00 a.m. or after 3:30 p.m., on weekends or holidays, or when active work is not being done, unless otherwise approved by the Engineer.

15. Properly trained and experienced flaggers shall be provided to direct traffic when said traffic is to be interrupted, when two-way traffic is to be reduced to one-way traffic, and at other such times as is necessary to safely pass traffic through or around the work area and when so directed by the Engineer.

16. Vehicular access to occupied residential property may be restricted on weekdays, other than holidays, between the hours of 8:30 a.m. and 3:30 p.m. while essential work activity 5 TECHNICAL PROVISIONS

City of Beaumont
Technical Specifications
Citywide Street Rehabilitation Project FY24
BWMONT C I P R-36
is taking place only upon approval by the Engineer and providing the Contractor gives the property owner or resident at least forty-eight (48) hour advance written and oral notice.

17. Convenient and safe pedestrian access to schools, churches, occupied residential and business property shall be maintained at all times. Access to mailboxes shall be maintained at all times such that the postal delivery service is not interrupted. Trash pick- up services shall not be interrupted. Access to vacant and unused property may be restricted when approved by the Engineer. Both vehicular and pedestrian access shall be maintained at all times to all other property except as otherwise specifically authorized in writing by the Engineer.

18. Vehicular access to business, school and church driveways shall be maintained at all times during construction.

19. Traffic control and safety devices and equipment being used that becomes damaged, destroyed, faded, graffitied, encrusted, soiled, misplaced, worn out, inoperative, lost, or stolen shall be promptly repaired, refurbished, or replaced. Traffic control and safety devices and equipment being used, that are displaced or not in an upright position from any cause, shall be promptly returned or restored to their proper position.

20. An unobstructed view of all signs and warning devices including, but not limited to, stop signs, stop ahead signs, street name signs, and other regulatory, warning and construction signs, markers, and warning devices shall be maintained at all times. All speed limit signs shall be black on white with signs at either end of the project notifying the motoring public that fines are doubled in construction zones. No trucks or other equipment or materials shall be stopped, parked, or otherwise placed so as to obscure said signs, markers and devices from the view of the vehicular and pedestrian traffic to which it applies.

21. When entering or leaving roadways carrying public traffic, the Contractor's equipment, whether empty or loaded, shall yield to said public traffic at all times, except where the traffic is being controlled by police officers, fire officers, properly trained and experienced flaggers, or at traffic signalized intersections.

22. Stockpiling or storage of materials on any public right-of-way or parking area will not be allowed without the specific written permission of the Engineer. Materials spilled along or on said right-of-way or parking area shall be removed completely and promptly. All stockpile and storage areas shall be maintained in a safe, neat, clean, and orderly condition, and shall be restored to equal or better than original condition upon completion of the work.

23. On projects involving work on, closure of, or partial closure of existing streets, and where vehicular access to the abutting property must be restricted, the work shall be so selected, arranged and scheduled that the person(s) requiring access to said abutting property and residents along said streets affected will be able to park within a reasonable distance of 6 TECHNICAL PROVISIONS

City of Beaumont
Technical Specifications

BEAUMONT
Citywide Street Rehabilitation Project FY24
CIP R-36
not more than 500' from their homes or destination. In addition, no two adjoining streets shall be closed at the same time, except as otherwise approved by the Engineer. Residents must be given written notice of such restrictions a minimum of 48 hours in advance.

24. When work has been completed on a particular street or has been suspended or rescheduled, and said street is to be opened to vehicular traffic, all equipment, "NO PARKING" signs, other obstructions, and unnecessary traffic control devices and equipment shall be promptly removed from that street, except as otherwise approved by the Engineer.

25. Should the Contractor be neglectful, negligent, or refuse, fail, or otherwise be unavailable to promptly, satisfactorily, and fully comply with the provisions specified and referred to herein above, the City reserves the right to correct or mitigate any situation, that in the sole opinion of the Engineer, constitutes a serious deficiency or serious case of noncompliance, by any means at its disposal at the Contractor's or permittee's expense, and shall deduct the cost therefore from the Contractor's progress or final payments.

Such corrective action taken by the City shall not reduce or abrogate the Contractor's legal obligations and liability for proper traffic control and safety measures and shall not serve to transfer said obligations and liabilities from the Contractor to the City or the City's agents.

26. Streets determined to be major thoroughfares by the Engineer shall undergo construction in stages, or as approved by the field inspector, to allow at least one 10 ft. wide traffic lane for each direction of travel at all times. The Engineer will approve street closures for construction, as necessary, based on the approved construction schedule.

27. Violations of any of the above Provisions or provisions of the referenced publications, unless promptly and completely corrected to the satisfaction of the Engineer, shall, at the sole discretion of the City, be grounds for termination of the Contract, or shut down or partial shutdown of the work, without compensation to the Contractor or permittee, or liability to the City, all as prescribed by contractual obligation or State law, whichever is applicable.

EXCEPTION: Contractor may not work on a street that is in front of a school between the hours of 7:00 AM and 3:30 PM. Monday through Friday unless written authorization is given by the City Engineer. All streets abutting a school ground can only be worked on during weekends.

Payment: Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefore.

TP04. WATER POLLUTION CONTROL
Stormwater and Non-Stormwater Pollution Control shall conform to General Conditions, Article 22, and the following:
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City of Beaumont
Technical Specifications

BEAUMONT
—t . i e o e 51 .—
Citywide Street Rehabilitation Project FY24
CIP R-36
The contract item Stormwater and Non-Stormwater Pollution Control shall include preparing, obtaining approval of, amending and implementing the Stormwater Pollution Prevention Plan (SWPPP) as required by the State Water Resources Control Board (SWRCB) and the California Regional Water Quality Control Board (CRWQCB)-Santa Ana Region.

Contractor's Storm Water and Non -Storm Water Pollution Control Program shall be prepared by a Qualified SWPPP Developer in accordance with Section 3, "Preparing a Water Pollution Control Program (WPCP)", of the Caltrans Stormwater Pollution Prevention Plan (SWPPP) and Water Pollution Control Program (WPCP) Preparation Manual, which is available as a free download from: https://dot.ca.gov/programs/construction/storm-water-and-water-pollution-control .

The SWPPP shall identify site specific Best Management Practices (BMPs) to be implemented during and after construction to minimize the potential pollution of stormwater runoff and receiving waters. The identified BMPs shall be practices which are designed to minimize or eliminate the discharge of pollutants from the construction site and Contractor's construction activities, including, but not limited to:

1. Good housekeeping practices for solid and sanitary/septic waste management, vehicle and equipment cleaning/maintenance, and material handling and storage.

2. Construction procedures such as stabilized construction access points, scheduling/phasing to minimize areas of soil disturbance, soil stabilization, and erosion/sediment control.

The SWPPP shall also stipulate an ongoing program for monitoring and maintenance of all BMPs.

In the event the City incurs any Administrative Civil Liability (fine) imposed by the State of California or CRWQCB — Santa Ana Region, as a result of Contractor's failure to fully implement the provisions of this section "Stormwater and Non-Stormwater Pollution Control," the Engineer may, in the exercise of his sole judgment and discretion, withhold from payments otherwise due the Contractor a sufficient amount to cover the Civil Liability. Liability may be in an amount up to $10,000 per day per violation.

The Contractor shall be responsible for all costs and for any liability imposed by law as a result of the Contractor's failure to comply with the requirements set forth in this section, "Stormwater and Non-Stormwater Pollution Control," including, but not limited to, compliance with the applicable provisions of the State Construction General Permit (CGP), Federal, State, and local regulations.

For the purpose of this paragraph, costs and liabilities include, but are not limited to, fines, penalties and damages whether assessed against the City or the Contractor, including those levied under the Federal Clean Water Act and the State Porter -Cologne Water Quality Act.

The Contractor shall become fully informed of and comply with the applicable provisions of the CGP, Federal, State and local regulations that govern the Contractor's activities and operation pertaining to both stormwater and non-stormwater discharges from both the project site and areas of disturbance outside the project limits during construction. The Contractor shall, at all times, keep copies of the Construction General Permit, approved SWPPP and all amendments at the project site. The SWPPP shall be made available upon request of a representative of the SWRCB, 8 TECHNICAL PROVISIONS

City of Beaumont Citywide Street Rehabilitation Project FY24 Technical Specifications BEAUMONT CIP R-36
CRWQCB, United States Environmental Protection Agency (USEPA) or local stormwater management agency. Requests by the public shall be directed to the Engineer.

The Contractor is solely and exclusively responsible for any arrangements made between the Contractor and other property owners or entities that result in disturbance of areas or construction activities being conducted outside limits of the designated rights -of -way and temporary construction easements, if any, as shown on the project drawings.

The Contractor shall, at reasonable times, allow authorized agents of the CRWQCB, SWRCB, USEPA or local stormwater management agency, upon the presentation of credentials and other documents as may be required by law, to:

1. Enter upon the construction site and the Contractor's facilities pertinent to the work;

2. Have access to and copy any records required to be kept as specified in the General Permit;

1. Inspect the construction site, including any off -site staging areas or material storage areas, and related soil stabilization practices and sediment control BMPs; and

2. Sample or monitor for the purpose of ensuring compliance with the CGP.

The Contractor shall notify the Engineer immediately upon request from regulatory agencies to enter, inspect, sample, monitor or otherwise access the project site or the Contractor's records.

The Contractor shall prepare and obtain approval of the SWPPP as part of the Stormwater and Non-Stormwater Pollution Control work for this contract. The SWPPP shall include an appropriate Sampling and Analysis Plan (SAP) as required by Section B, "Monitoring Program and Reporting Requirements," of the CGP. An additional guidance document titled "Construction Storm Water Sampling and Analysis Guidance Document" is available from the Storm water quality Task Force internet site at http://www.stormwatertaskforce.org/swqtf/products.htm . The Contractor shall prepare and implement the SWPPP in accordance with the CGP, CRWQCB-Santa Ana Region, and these Detailed Specifications.

In case of conflict between these Detailed Specifications and the Construction General Permit, the latter shall govern.

Within five (5) working days after the award of the contract, the Contractor shall submit three (3) copies of the SWPPP to the Engineer for review. The Contractor shall allow five (5) working days for the Engineer to review the SWPPP. If revisions are recommended, as determined by the Engineer, the Contractor shall revise and resubmit the SWPPP within three (3) working days of receipt of the Engineer's comments and shall allow five (5) working days for the Engineer to review the revisions. The Contractor shall submit three (3) copies of the approved SWPPP to the Engineer prior to pre -construction meeting. The Contractor must have an approved SWPPP and be issued a WDID No. prior to its start of work.
9 TECHNICAL PROVISIONS

City of Beaumont
Technical Specifications

BEAUMONT
A 5. 1a --
Citywide Street Rehabilitation Project FY24
CIP R-36
The objectives of the SWPPP shall be to identify all pollution sources associated with the Contractor's construction activities that may adversely affect the quality of stormwater discharges; to identify all non-stormwater discharges; to identify, construct, implement and maintain water pollution control Best Management Practices, hereafter referred to as "BMPs," to reduce to the maximum extent practicable pollutants in both stormwater discharges and authorized non- stormwater discharges from the construction site during construction and to develop a maintenance schedule for BMPs after construction is completed under this contract.

The SWPPP shall incorporate BMPs in each of the following categories:

1. Soil stabilization practices;

2. Sediment control practices;

3. Sediment tracking control practices;

4. Wind erosion control practices; and

5. Non-stormwater management, waste management, and disposal control practices.

The SWPPP shall include the following items:

1. Title Page;

2. Certification and Approval;

3. Table of Contents;

4. Source Identification;

5. Stormwater and Non-Stormwater Pollution Control Drawings;

6. Erosion Control;

7. Stabilization;

8. Sediment Control;

9. Non-Stormwater Management;

10. Waste Management and Disposal;

11. Maintenance, Inspection and Repair Program;

12. Training;

13. QSD/QSP for the Project;

14. List of Contractors and Subcontractors;

15. Sampling and Analysis Plan;

16. Post -Construction Stormwater Management;

17. Current Inventory of BMP related materials;

18. Mobilization Plan for BMP deployment;

19. A copy of the Notice Of Intent (NOI) form submitted by the City for this project;

20. A copy of the Waste Discharge Identification (WDID) number or proof of mailing of the NOI (provided by the City);

21. Site Map;

22. A copy of the CGP;

23. A copy of other applicable Plans/Permits, if any;
10 TECHNICAL PROVISIONS

City of Beaumont Citywide Street Rehabilitation Project FY24 Technical Specifications BEAUMONT CIP R-36

24. Construction site Inspection Checklist;

25. Pre/Post Storm Inspection Checklist;

26. Pre/During/Post Inspection Reports for all Qualifying Rain Events;

27. Inspection Log;

28. A copy of the Amendments, if any;

29. Amendment Certification and Approval, if any;

30. Amendment Log;

31. Annual compliance Certification;

32. BMPs Consideration Checklist; and

33. SWPPP Checklist.

The Contractor's QSD shall prepare amendments to the SWPPP, both graphically and in narrative form, whenever there is a change in Contractor's construction activities or operations which may result in the discharge of pollutants to surface waters, ground waters, municipal storm drain systems, or as deemed necessary by the Engineer. The Contractor shall also amend the SWPPP if it is in violation of any condition of the Construction General Permit, or has not effectively achieved the objective of reducing pollutants in stormwater discharges. Amendments shall show additional BMPs, revised Contractor's construction activities or operations, including those in areas not shown in the initially approved SWPPP, which are required on the project to effectively control water pollution.

Amendments to the SWPPP shall be submitted for review by the Engineer in the same manner specified for the initial review of the SWPPP. The Contractor shall date and attach all approved amendments to the SWPPP. Upon approval of the amendment, the Contractor shall implement the additional BMPs, revised construction activities or operations.

The Contractor shall certify annually that construction activities are in compliance with the requirements of the General Permit and the approved SWPPP. The certification must be completed by July 1, of each year.

If the project is in non-compliance at any time, the Contractor shall make a written report to the Engineer within two (2) calendar days of identification of non-compliance activities.

Upon approval of the SWPPP, the Contractor shall be responsible throughout the duration of the project for placing, installing, constructing, inspecting, and maintaining the BMPs as well as conducting the sampling analysis plan as included in the SWPPP and any amendments thereto and for removing and disposing of temporary BMPs. Unless otherwise directed by the Engineer or specified in these detailed Specifications, the Contractor's responsibility for SWPPP implementation shall continue throughout any temporary suspension of work or construction operations. Requirements for installation, construction, inspection, maintenance, removal and disposal of BMPs are specified in the Construction General Permit and these Detailed Specifications.

The Engineer may order the suspension of construction operations if the Contractor fails to comply with the requirements of this section "Stormwater and Non-Stormwater Pollution Control" as determined by the Engineer.
11 TECHNICAL PROVISIONS

City of Beaumont
Technical Specifications

BEAUMONT
•C • l If O R N i
Citywide Street Rehabilitation Project FY24
CIP R-36
The Contractor will not be compensated for sampling and analysis work because of the Contractor's failure to properly implement, inspect, maintain, and repair BMPs in the approved SWPPP, or for failing to store construction materials or wastes in watertight conditions.

The Contractor shall implement soil stabilization practices and sediment control BMPs, on all disturbed areas of the project site during the winter season, defined as between October 15th and April 15th
Implementation of soil stabilization practices and sediment control BMPs for soil -disturbed areas, including but not limited to, rough graded access roads, slopes, channel inverts, operational inlets and outlets of the project shall be completed no later than ten (10) calendar days prior to the start of the winter season or upon start of applicable Contractor's construction activities for projects which begin either during or within ten (10) calendar days of the winter season.

The Engineer may require the Contractor, on a case -by -case basis, to reduce the active, soil - disturbed area limit of the project. The Contractor shall demonstrate the ability and preparedness to fully deploy soil stabilization practices and sediment control BMPs to protect soil -disturbed areas of the project site by maintaining an adequate quantity of soil stabilization and sediment control materials onsite to protect exposed, soil -disturbed areas and a detailed plan for the mobilization of sufficient labor and equipment to fully deploy the required BMPs prior to the onset of precipitation and for the duration of the project.

Soil -disturbed areas of the project site shall be considered to be non -active whenever soil disturbing activities are expected to be discontinued for a period of fifteen (15) calendar days or more. Areas that will become non -active shall be fully protected with soil stabilization practices such as covering with mulch, temporary seeding, fiber rolls, blankets, etc. within ten (10) calendar days of the discontinuance of soil disturbing activities or prior to the onset of precipitation, whichever is first to occur. Areas that will become non -active shall be fully protected with sediment control BMPs within ten (10) calendar days of the discontinuance of soil disturbing activities or prior to the onset of precipitation, whichever is first to occur.

Active soil -disturbed areas of the project site shall be fully protected at the end of each day with soil stabilization practices and sediment control BMPs. The Contractor shall monitor the weather forecast on a daily basis. The National Weather Service Forecast Office shall be used, or an alternative weather forecast proposed by the Contractor may be used if approved by the Engineer.

If precipitation is predicted prior to the end of the following workday, construction scheduling shall be modified, as required, and the Contractor shall deploy functioning BMPs prior to the onset of the precipitation.

1. The Contractor shall implement, year-round and throughout the duration of the project, BMPs included in the SWPPP for sediment tracking, wind erosion, non- stormwater management and waste management and disposal.

2. The Contractor shall regularly inspect the construction site for BMPs identified in the SWPPP to ensure the proper implementation and functioning of BMPs. The 12 TECHNICAL PROVISIONS

City of Beaumont
Technical Specifications
•

BEAUMONT
Citywide Street Rehabilitation Project FY24
CIP R-36
Contractor shall identify corrective actions and time frames to address any damaged BMPs or reinitiate any BMPs that have been discontinued.

3. At a minimum, the Contractor shall inspect the construction site as follows:
a) Prior to a forecasted rain event;
b) After any precipitation which causes runoff capable of carrying sediment from the construction site;
c) At 24 hour intervals during extended precipitation events; and d) At regular intervals of once every week.

The construction site Inspection Checklist provided in the Caltrans Handbooks shall be used to ensure that the necessary BMPs are being properly implemented and are functioning adequately.

The Contractor shall submit one copy of each site inspection record to the Engineer.

4. The Contractor shall maintain construction site BMPs identified in the SWPPP to ensure the proper implementation and functioning of BMPs. If the Contractor or the Engineer identifies a deficiency in the deployment or functioning of an identified BMP, the deficiency shall be corrected by the Contractor immediately, or by a later date and time if permitted in the Construction General Permit, but not later than the onset of subsequent precipitation event. The correction of deficiencies shall be at no additional cost to the City.

5. The Contractor shall describe the types of training that the Contractor's BMP inspection, maintenance, and repair personnel have received or will receive that is directly related to stormwater pollution prevention.

Payment: Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefore.

TP05. MOBILIZATION
Mobilization shall conform to General Conditions, Article 45 and the following:

Mobilization shall consist of preparatory work and operations, including, but not limited to those necessary for the movement of personnel, equipment, supplies and incidentals to the project site and for all other work and operations which must be performed or costs incurred prior to beginning work on the various contract items on the project site.

De -mobilization shall consist of the completion of all final construction and administrative work required to secure the project for termination and acceptance by the Engineer, including, but not limited to the following:
13 TECHNICAL PROVISIONS

City of Beaumont
Technical Specifications

BEAUMONT
Citywide Street Rehabilitation Project FY24
CIP R-36

1. Satisfactory completion of Finishing Roadway;

2. Removal of all temporary facilities, construction office, temporary utilities, temporary BMPs, plant, equipment, surplus material, construction debris and similar from project limits and adjacent property, as required and as directed by the Engineer;

3. Restoration of all temporary roads and haul routes and construction storage and office areas, etc. to original or better condition;

4. Completion of record of drawings (as -built), to the satisfaction of the Engineer;

5. Submission of final certified payroll documents to the Engineer;

6. Completion of the requirements of permits issued by other agencies;

7. Satisfactory completion of all other contractually and legally required construction and administrative items of work.

Payment: Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefore.

TP06. TEMPORARY CONSTRUCTION SIGN
The Contractor shall install a temporary construction sign at the project limits, as approved by the Engineer. The contractor shall relocate the signs as work transitions from area to area or as directed by the City Engineer.

Project signs shall conform to the following requirements:
• Outside sign dimensions shall be 4' x 8'; material shall be 3/4" marine grade plywood substrate painted white both sides and edges, or approved equal, with 1" wide black border • Printing shall be black, except city logo, using latex or eco solvent UV inhibited ink • City will provide "initial proof' layout in digital format. Contractor shall provide "final proof' layout for Public Works approval.
• Contractor shall provide photo of actual sign to city for approval prior to installation • Contractor shall install signs at project site at locations approved by engineer • Sign shall be securely mounted on 2 - 4"x4" wood posts set 5'(min) into stable earth. Sign shall be 18" (min) clear of vehicular and pedestrian travel ways. Bottom of sign shall be 7' (min) above finished grade.
• Contractor shall be responsible to maintain sign in good condition, graffiti free, for the duration of the project and at the completion of the project shall remove the sign and posts, restore area to pre-existing condition, and deliver sign to the Public Works Department.

Payment: Full compensation for project signs shall be made at the contract amount for each sign, and shall include full compensation for, but not limited to, furnishing all labor, materials, tools, equipment, relocation, and incidentals, for doing all work involved and no additional compensation will be allowed therefor.
14 TECHNICAL PROVISIONS

City of Beaumont Citywide Street Rehabilitation Project FY24 Technical Specifications BEAUMONT CIP R-36
TP07. CONSTRUCTION SURVEY AND MONUMENT PRESERVATION
Construction Survey, Staking and Monument Preservation includes qualified personnel, equipment, and supplies required for, but not limited to Project control, grading, paving, tie out of all centerline monuments, replacement of disturbed monuments, and additional items included in the contract documents.

The Contractor shall employ engineers or surveyors to perform adequate surveys and staking necessary to construct the work to the proper lines and grades. Reconstructed asphalt concrete surfaces shall have a cross slope between 1.5% and 5%. New curb & gutter shall have a minimum slope of 0.5%. Grade breaks must be spaced a minimum 25' apart and be no greater than 0.25%.

Copies of the field notes, cut sheets or diagrams used in setting stakes shall be promptly furnished to the Engineer.

The contractor will be responsible to provide pre and post -construction corner records for the City to file with Riverside County.

Payment: Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefore.

TP08. CONSTRUCTION WATER
The Contractor shall obtain construction water from Beaumont Cherry Valley Water District.

Temporary construction water meters are available from the District. These meters will require the Developer/Contractor to make application at the District offices and pay all the required deposits/fees.

Payment: Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefore.

TP09. PAVEMENT PREPARATION FOR ALL WORK
Work shall consist of preparing the existing bituminous pavement to receive any of the designated treatments and shall include, but not be limited to, weed killing, pothole repair and surface preparation as required in the Standard Specifications and these Special Provisions. The existing AC pavement exposed after cold milling shall be evaluated by Engineer and Contractor to determine extent of crack sealing and pothole repair.

Weed Killing:

Work shall consist of killing and removing weeds and other organic materials from the existing cracks, joints and random cracks in asphalt concrete surfaces and the adjacent curbs and gutters.

Contractor shall spray weed killer in all cracks, crevices and potholes with Monsanto brand Roundup (or approved equal) in accordance with the manufacturer's instructions a minimum of fourteen (14) 15 TECHNICAL PROVISIONS

City of Beaumont
Technical Specifications
Citywide Street Rehabilitation Project FY24
BEA MONT CIP R-36
-t w k � i a_._
calendar days prior to crack sealing work. All weeds shall be re -sprayed if rain occurs within 48 hours after application. The herbicide mixture shall contain Blazon, or approved equal, a purple dye to easily confirm the herbicide has been applied. The Contractor shall remove any and all weeds that are growing through cracks from the project street located and growing within the pavement, between the concrete gutter and the pavement and in the curb and gutter to the back of curb. The contractor shall take additional care when spraying adjacent to landscape areas to assure that no overspray occurs behind the curb.

Payment for weed killing/herbicide application and weeds removal shall be included in the price paid for other items of work and shall include full compensation for all labor, tools, materials, equipment, disposal of loose materials and incidentals for doing work involved and no separate or additional compensation will be allowed therefor.

Crack Sealing:

Refer to separate item for crack sealing.

Pothole Repair:

Work shall consist of cleaning and permanently repairing existing potholes in bituminous pavement beneath the areas receiving any surface treatment. For mill areas, potholes shall be assessed after milling operations. Voids in the surface of existing bituminous pavement greater than 1 inch and extending deeper than 1 inch shall be filled prior to receiving pavement treatment. Prior to Contractor placing surfacing materials Contractor shall fill or repair all potholes.

Pothole is the replacement of lost bituminous material only. Repairs shall be made where potholes are existing.

Potholes with no dimension larger than 16 inches in any direction or more than 4 inches deep may be repaired by replacing lost material with AC (HMA), D1-PG64-10 per 203-6.4 and placing such material per section 302-5 all of the Standard Specifications, except AC may be manually deposited, distributed and spread. Alternatively lost material may be replaced with "Perma-Patch", or approved equal, repair material as supplied by Perma-Patch, Inc. 6123 Oakleaf Ave Baltimore, MD 21215 and placed per manufacturer's directions. All pothole edges shall be cleaned back to sound bituminous material and pothole cleaned thoroughly as described above for crack sealing. Replaced material shall be compacted to a uniform smoothness and 95% density, level with surrounding pavement, per section 302-5.6 of the Standard Specifications by use of self-propelled roller or vibratory plate compactor.

Payment for repairing potholes in this manner shall be included in the price paid for other items of work and shall include full compensation for furnishing all labor, traffic control, materials, tools, and equipment, and incidentals for, cleaning and routing cracks, disposal of loose materials, no separate or additional compensation will be allowed therefor.

Removal of Existing Pavement Striping, Markings and Legends and Raised Pavement Markers:
16 TECHNICAL PROVISIONS

City of Beaumont
Technical Specifications
• Citywide Street Rehabilitation Project FY24
BE*WI T CIP R-36
Contractor shall remove all existing thermoplastic and painted pavement striping, markings and legends and raised pavement markers to a clean surface level with the adjacent pavement prior to construction of an AC overlay.

Payment for such removal shall be included in the price paid for other items of work and shall be full compensation for, but not limited to, furnishing all labor, materials, tools, equipment, and incidentals, for doing all work involved and no separate or additional compensation will be allowed therefor.

TP10. ROUT AND SEAL CRACKS
All cracks shall be filled with a rubberized asphalt material that has a minimum softening point temperature of 200° Fahrenheit and a safe heating temperature of 380° Fahrenheit, or as otherwise directed by the Engineer.

1. For cracks in size of 1/8 inch to 3/8 inch in width, the crack shall be widened using a router to form a sealant reservoir which is a minimum of 1/2 inch wide and 3/4 inch to 1 inch deep.

The routed crack shall then be cleaned with hot compressed air to remove all dust and free moisture, and then sealed to service level. Pavement surfaces receiving the Chip seal will not require crack sealing for the crack size specified of 1/8 inch to 3/8 inch wide.

2. Cracks that are more than 3/8 inch but less than 3/4 shall be cleaned for the entire crack depth using sandblasting, brushing and hot air blowing techniques, as required to provide a crack free from all debris, dust, loose material and moisture. Gauging or plowing may be required to remove incompressible deep in the crack. The clean crack shall be filled with sealant, from the bottom up to surface level, in a manner which does not result in sealant bridging or entrapped air pockets. With deep cracks, settlement of sealant may occur, thus requiring application of a second layer of sealant material. For cracks with depressed surfaces on each side of the crack shall be over filled beyond level with pavement surface and then squeezed to fill in depressed area. No more than a 2" wide and 1/16" thick strip of material may be applied to the pavement surface. The crack seal for the specified width of 3/8 inch to 3/4 inch shall apply to all pavement surfaces

3. Cracks wider than 3/4 inch and potholes shall be cleaned using sandblasting or other cleaning technique approved by the Engineer. The cracks and/or potholes shall then be filled with pea - gravel size hot mix asphalt concrete as directed by the Engineer. Filling cracks and potholes shall apply to all pavement surfaces

4. No slurry or ARAM material shall be placed until after the crack seal and/or fill material has been in place for a minimum of five (5) calendar days.

5. Where cracks form a raised lip, ripple, or ridge the crack shall be routed or milled to remove the raised portion.

6. For mill areas, the crack seal shall be performed after the milling and prior to the placement of an ac overlay.
17 TECHNICAL PROVISIONS

City of Beaumont
Technical Specifications
Citywide Street Rehabilitation Project FY24
BEAUMONT CIP R-36
Payment: Payment for crack treatment shall be included in the price paid for other items of work and shall include full compensation for all the work performed including crack cleaning, crack filling, as specified in these technical Provisions, and as directed by the Engineer and no additional compensation will be allowed therefor.

TP11. DIG OUTS
The inspector and Engineer are to field verify each asphalt dig out location. All asphalt dig -out areas are to be field marked by the inspector and approved by the engineer.

Upon identification of the dig out locations, the contractor shall be responsible for;

1. grinding or full depth saw cutting and excavating the existing pavement/ to a minimum of eighteen inches (18") below the treatment method surface. No additional compensation will be made for excavation beyond the 18".

2. For Slurry Seal treatment areas: Cold milling all edges of dig out area a minimum of 12" beyond edge a depth of 0.1'.

3. For mill and overlay areas: no edge milling necessary. The minimum thickness shall not include the overlay thickness.

4. Placement of 12" of crushed aggregate base per section 200-2.2.2 of the Greenbook placed per section 301-2 of the Greenbook. The contractor shall notify the inspector for any areas unable to meet compaction requirements.

5. Placement of 6" of asphaltic concrete per Hot Mix Asphalt technical provision. Sides at all patching locations shall be tack -coated immediately prior to placement of asphalt concrete.

Asphalt concrete used for dig outs shall be included in the dig out unit cost and not included in any other item.
(E) AC
j
12" NOMINAL CLASS II A B

OR CEMENT TREATED NATIVE
(SOIL CEMENT) PER

ALTERNATIVE BID

DIG OUT AREA
MARK IN FIELD AND ON PLANS 1
'AI AI
P
/�2
✓/. is /X�
MILL SHALL EXTEND A MIN 1' BEYOND

DIG OUT EDGE OMITTED IN AREAS OF

MILL STREET TREATMENT

UNDISTURBED NATIVE

CONTRACTOR SHALL

INCORPORATE SUBSIDENCE
INTO 12" CEMENT TREAT
DEPTH

RIGOUT DETAIL

NOT TO SCALE
18 TECHNICAL PROVISIONS

City of Beaumont Citywide Street Rehabilitation Project FY24 Technical Specifications BEAUMONT CIP R-36
Payment: Full compensation for fixing pavement failures in this manner shall be made at the contract unit price paid per square foot for dig outs, and shall include full compensation for, but not limited to, furnishing all labor, materials, tools, equipment, and incidentals, for doing all work involved.

TP12. AC REMOVAL (9TH ST)
Existing asphalt concrete where shown on plans to be removed, shall be removed to full depth.

Contractor may mill, pulverize, or breakup ac paving in accordance with all applicable codes and laws. The removed material shall be properly disposed of. Contractor to protect existing mating surfaces. Any damage as a result of ac removal shall be repaired with no additional compensation.

Payment: The contract unit price bid per square feet for the item "AC REMOVAL" shall include full compensation for all labor, tools, equipment, loading, hauling, disposing of materials, import of material, compaction and incidentals for doing work involved. Adjustment of compensation will be made for any increase or decrease in the quantities at the stipulated unit price.

TP13. ROADWAY EXCAVATION AND RECOMPACTION (9TH ST)
This work includes excavating and recompacting the subgrade to a nominal depth of 36 -inches.

Work shall be in accordance with Section 301-1 of the standard specifications.

Payment: The contract unit price bid per cubic yard for the item "ROADWAY EXCAVATION AND RECOMPACTION" shall include full compensation for all labor, tools, equipment, loading, hauling, disposing of materials, import of material, compaction and incidentals for doing work involved. Adjustment of compensation will be made for any increase or decrease in the quantities at the stipulated unit price.

TP14. UNSUITABLE MATERIALS (9TH ST)
This work includes removing enough subgrade material to accommodate 8" of crushed aggregate base. Base shall be per a separate pay item. All material removed shall be disposed of in accordance to applicable codes and laws.

Payment: The contract unit price bid per cubic yard for the item "Unsuitable Material" shall include full compensation for all labor, tools, equipment, loading, hauling, disposing of materials, import of material, compaction and incidentals for doing work involved. Adjustment of compensation will be made for any increase or decrease in the quantities at the stipulated unit price.
19 TECHNICAL PROVISIONS

City of Beaumont
Technical Specifications

BEAUMONT
TP15. CRUSHED AGGREGATE BASE (9TH ST)
Citywide Street Rehabilitation Project FY24
CIP R-36
This work includes importing and placing 8" of crushed aggregate base in accordance with Section 200-2.2 and Section 301-1 of the standard specifications.

Payment: The contract unit price bid per cubic yard for the item "CRUSHED AGGREGATE BASE" shall include full compensation for all labor, tools, equipment, loading, hauling, disposing of materials, import of material, compaction and incidentals for doing work involved.

Adjustment of compensation will be made for any increase or decrease in the quantities at the stipulated unit price.

TP16. SLURRY SEAL
Slurry seal shall be performed in accordance with sections 203-5 and 302-4 "Emulsion - Aggregate Slurry," of the Standard Specifications and the following provisions:

Slurry over ARAM shall be applied at the application rate of 151bs/yd2 minimum and 181bs/yd2 maximum.

Type II Slurry over existing AC shall have an aggerate application rate of 121bs/yd2 minimum and 151bs/yd2 maximum.

Materials:

Emulsion aggregate slurry shall be Type II. Emulsified asphalt shall be CQS-1h.

Subsection 203-5.2, "Materials" of the Standard Specifications is modified as follows - (2) Admixtures, such as Portland Cement or aluminum sulfate may be mixed into the slurry material to adjust the curing time such that the applied slurry can support vehicular traffic within 2 hours.
(5) Use of slag shall not be permitted.
(6) Deliveries of aggregate and emulsion shall not be made without the Engineer present.

Modify the first paragraph of Subsection 203-5.2, "Mix Design," of the Standard Specifications to include the following:

The Contractor shall provide materials for verification of the Mix Design. Periodically throughout the project, at the direction of the City Engineer, will perform further testing as necessary to provide assurance of the Mix Design.

If the Contractor changes sources of material, i.e. aggregate and/or oil, a new Mix Design shall be resubmitted. The cost of all Mix Design retest and testing as a result of changes to the Mix Design shall be borne by the Contractor.
20 TECHNICAL PROVISIONS

City of Beaumont
Technical Specifications
Citywide Street Rehabilitation Project FY24
BEAUMONT CIP R-36
Prior to a change of emulsion, the Contractor shall thoroughly clean all emulsion tanks and mixing units to prevent any chemical reaction between the two emulsions.

The latex additive shall be Ultra Pave 65 K (for cationic) or an approved equal. The latex shall be added at the emulsion plant after weighing the asphalt and before the addition of mixing water.

The latex shall be added at a rate of two and a half (2.5) parts to one -hundred (100) parts of emulsion by volume (or 2.5%).

Stockpile:

Prior to the beginning of slurry operations, the Contractor shall furnish, at no cost to the City, current licensed weigh master's certificates indicating the net weight capacity of the aggregate bin.

Prior to storing aggregate on private property, the Contractor shall submit to the Engineer written permission from the property owner for such stockpiling.

Precautions shall be taken to ensure that stockpiles do not become contaminated with oversized rock, clay, silt, or excessive amounts of moisture. The stockpiles shall be kept in areas that drain readily. Segregation of the aggregate will not be permitted.

The stockpile areas shall be thoroughly cleaned of all excess material and left in a neat, orderly appearance upon completion of slurry operations in any area.

Application:

The pavement surface shall be cleaned by sweeping, flushing, or other means necessary to remove loose particles of paving, dirt, aggregate, and any other extraneous materials. This must be performed to the satisfaction of the Engineer before any slurry seal material is placed; including the placement of slurry seal test strips.

Surface oil and grease shall be removed prior to the application of the slurry seal.

Subsection 302-4.3, "Continuous -Flow Mixers," of the Standard Specifications shall be revised to include the following:

All slurry mixing machines shall be equipped with a Fines Feeder for the adding of cement or granular Aluminum Sulfate.

Transit mix trucks shall not be used.

The slurry shall be applied in such a manner that no ripples or waves exist. If ripples or waves occur in the slurry during the application, the work shall cease and the Contractor shall correct the situation. The Contractor may use a drag to knock down ridges. If ripples or waves are not corrected to the Engineer's satisfaction, the street shall be re -slurried at the Contractor's expense. 21 TECHNICAL PROVISIONS

City of Beaumont
Technical Specifications
—t . t i s a a x 1 —
Citywide Street Rehabilitation Project FY24
CIP R-36
No slurry seal shall be placed on a wet street or crossing without the Engineer's consent.

Intersections and commercial driveways shall be completed in two parts to allow ingress and egress to traffic. Sand may be spread over the fresh slurry only with the permission of the Engineer.

The Contractor shall be required to work around all existing utility facilities and to seal up to the edge of such facilities. Slurry shall not be applied over any manhole, valve, survey monument, or miscellaneous frames and covers. It shall be the Contractor's responsibility to cooperate with the owner of the facility and to place protective covering over, or to otherwise avoid slurry seal coating of manholes, utility covers, concrete gutters, concrete cross gutters, and drainage facilities, and survey monuments. Any material used to protect such devices shall be removed and disposed of lawfully by the Contractor.

All thermoplastic pavement striping, markings, legends and raised pavement markers (reflective and non -reflective) shall be removed prior to construction slurry seal.

Rubber Tire Rolling - Rolling shall be performed with two complete coverages by a 12 -ton nine - wheel rubber tired roller with a tire pressure of 50 psi. Rolling shall be performed after slurry and as soon as it sets up enough to support the roller and not pick up on the tires.

Areas of shade on the pavement that set up more than 10 minutes later than other areas shall be rolled separately, but as soon as they set up sufficiently to meet the requirements herein.

Insufficient rubber -tire rollers to meet these requirements shall be cause for termination of slurry operations until rolling can keep pace with slurry spread.

Contractor shall sweep the streets for two (2) consecutive days after the application of the slurry.

A third and final sweeping shall be done five to eight days after the slurry is complete. Residual material picked up from the sweepings shall be removed to a legal disposal site.

The Contactor shall protect the wet slurry from traffic at all times and if damaged or defaced, the Contractor shall repair said damage at no additional cost to the City.

The placement of slurry seal may be suspended with the concurrence of the Engineer due to unsuitable weather, temperature conditions, or other conditions that are considered unfavorable for the prosecution of the work. The Contractor shall immediately comply with the order of suspension by the Engineer, and work shall not be resumed until authorized by the Engineer.

The days during which the suspension of work is in effect due to unsuitable weather shall not be considered working days and the date of completion shall be extended to allow for work and notification. In the event of a suspension of work, the Contractor shall remove all barricades, equipment and "No Parking" signs (if appropriate) upon the curing of the completed portion of slurry. No adjustment of unit prices of any items shall be allowed due to a suspension of work as described above.
22 TECHNICAL PROVISIONS

City of Beaumont
Technical Specifications
Citywide Street Rehabilitation Project FY24
B...c � a e H i wEAUMONT CIP R-36
_._
It is anticipated that nuisance water, such as storm water runoff and irrigation water, will run in and across the right-of-way at various time throughout the period of construction. It shall be the responsibility of the Contractor, at its own expense, to provide for and protect the work from such water.

In addition, the Contactor's responsibility shall include handling nuisance waters such that their operations do not cause them to damage existing improvements or properties adjacent to or near the site of work.

The Contractor shall, at the direction of the Engineer, repair or reseal to the entire street, or complete section thereof, as determined by the Engineer, which have not been sealed properly (includes areas that have failed to meet yield and mix design specifications) and completely. No compensation will be provided for slurry seal used in repair and reseal work.

The start and finish of slurry application shall be a straight line which, unless otherwise approved by the Engineer, shall be obtained by laying a strip of building paper or other material approved by the Engineer on the pavement surface. After application of slurry, the paper is to be removed leaving a straight edge. The entire street surface area shall be sealed the same day.

The Contractor shall sweep any raveled material on the street one (1) week after the initial placement. If the Engineer determines the raveling is excessive, the frequency of sweeping shall be adjusted to the field conditions of the raveling. If raveling continues within two (2) weeks of the initial placement, the street shall be swept and re -slurry sealed at no cost to the City. Raveling can be identified by the presence of "black pebbles" in the gutter.

Payment: The contract unit price bid per extra -long ton (ELT) for the item "Slurry Seal, Type II" shall include full compensation for all labor, tools, equipment, loading, hauling, disposing of materials, import of material, compaction and incidentals for doing work involved. Adjustment of compensation will be made for any increase or decrease in the quantities at the stipulated unit price.

TP17. COLD MILLING ASPHALT CONCRETE SURFACING
For the areas of existing asphalt pavement to be removed by cold milling, the cold milling work shall be in accordance with section 404, "Cold Milling," of the Standard Specifications and these Special Provisions and to a minimum depth as stated on the plans.

Add to Subsection 404-2, "Milling Machine," of the Standard Specifications the following:

Asphalt fabric may be encountered during the milling and removal phase. The pavement fabric shall be removed and disposed as part of this bid item.

All cold milling shall conform to these Special Provisions. All temporary striping required after cold milling operations shall be installed per City Standards. All required temporary striping shall be considered paid for under other related bid items and no additional compensation will be allowed.
23 TECHNICAL PROVISIONS

City of Beaumont
Technical Specifications

BEAUMONT
Citywide Street Rehabilitation Project FY24
CIP R-36
The Contractor shall be responsible for furnishing, placing and maintaining barricades and lights as necessary to protect the public from danger due to the work being done. The machine used for cold planing shall have performed satisfactorily on similar work and meet the following requirements:

The Planing Machine shall be specially designed and built to perform cold planing of bituminous pavement with the ability to plane concrete patches. The cutting drum shall be a minimum of sixty (60") inches wide with carbide tip cutting placed in variable lacing patterns to provide various finishes. The machine shall be capable of operation at speeds ranging from 0 to 40 FPM. It shall be self-propelled and have a water spray at the cutting drum to minimize dust. The machine shall be capable of removing the material next to the gutter of the pavement being reconditioned and so designed and the operator thereof can at all times observe the planning operation without leaving the controls. The cutting drum shall be adjustable as to slope and shall deep cut in one pass a maximum of three (3") inches without producing fumes or smoke.

Ski arms to improve smoothness of grinding operations are required with a minimum 30 foot long arm.

The Contractor shall provide a smaller machine to trim areas inaccessible to the larger machine at manholes, curb returns and intersections. The smaller machine shall be equipped with a twelve (12") inch wide cutting drum mounted upon a three (3) wheel chassis allowing it to be positioned without interrupting traffic and pedestrian flow.

During the operation the Contractor shall sweep the street with mechanical equipment and remove all loose material from planed areas. In addition, all existing asphalt/slurry buildup on the concrete gutter shall be removed and the cost thereof shall be included in the unit price of cold plaining cost, no additional compensations shall be paid. The Contractor shall abate dust nuisance by cleaning, sweeping and sprinkling with water or other means as necessary.

Residue from grinding shall not be permitted to flow or travel into gutters, onto adjacent street surfaces or parkways. All residues shall be completely removed by a vacuum sweeper and properly disposed. Sweeping is to take place immediately after the grinding has been completed and as directed by the Engineer. No washing of any residue into gutters and/or drainage structures shall be allowed. The Contractor shall cover and protect all storm drain inlets prior to the start of cold milling operations.

All pavement transitions and temporary striping/markings shall be in place prior to the opening of a lane for traffic. Any pavement grade differential between adjacent lanes that will, with the permission of the Engineer, remain during non -working hours shall be indicated with the appropriate warning signage. Cold mix A.C. shall be placed and maintained at the interface between milled and non -milled areas to eliminate the hazard caused by sudden elevation differences, especially in pedestrian path of travel areas adjacent to wheelchair ramps, and shall be removed prior to placement of surface course pavement.

The Contractor shall provide access and detours at all times for pedestrian facilities when cold 24 TECHNICAL PROVISIONS

City of Beaumont
Technical Specifications
Citywide Street Rehabilitation Project FY24
BEAUMONT CIP R-36
milling. The Contractor is to notify the Engineer at least two (2) working days prior to and immediately after the cold mill operations so that observations and measurements may be made of areas before the placement of permanent asphalt.

Existing pavement thicknesses, as measured by the City's geotechnical investigation, have been provided on the plans and in these specifications for reference purposes only. It shall be the contractor' s
responsibility to verify the existing pavement thickness and to adjust field operations accordingly in order to properly construct the proposed improvements.

Section 401, "Removal" of the Standard Specifications is supplemented by the following:

Removals shall include the removal of all materials to the depths shown on the plans.

Sawcut, excavation, removals, haul away, and fill necessary for these bid items shall be included and no additional compensation will be made thereof. Existing surfaces to be joined shall be sawcut on a neat, straight line at the join location.

At least two full time flag persons shall be assigned to the milling machine for traffic control when working on streets that are open to traffic.

If the milling operations results in the further degradation of the payment, the Contractor shall not continue the milling progress until the Engineer can address the issue. If the contractor fails to stop, the contractor will be liable for the damaged milled pavement and replace the failed section at their expense.

Milling depth at critical ed2es shall be adjusted to maintain a 3/8" lip from the finished surface of the proposed AC overlay to the critical edge. i.e. the AC surface shall not be greater the 3/8" higher than the edge of gutter
Payment: The contract unit bid price paid per square foot for Cold Milling Asphalt Concrete Surfacing shall include full compensation for furnishing all labor, materials, tools, equipment, grinding, loading, hauling, recycling, providing recycling weight certification, reports, and incidentals, and for doing all work involved in cold milling asphalt concrete surfacing, and no additional compensation will be allowed therefor.

TP18. EDGE MILLING ASPHALT CONCRETE SURFACING
Edge milling shall be performed in accordance with "Cold Milling Asphalt Concrete Surfacing".

Edge milling shall occur along all edges where overlay and ARAM will occur.

Milling depth at critical edges shall be adjusted to maintain a 3/8" lip from the finished surface of the proposed ac overlay to the critical edge. i.e. the ac surface shall not be greater the 3/8" higher than the edge of gutter.
25 TECHNICAL PROVISIONS

City of Beaumont
Technical Specifications

BEAUMONT
Citywide Street Rehabilitation Project FY24
CIP R-36
Edge milling shall be six feet wide and may taper from a zero -inch mill to the necessary depth discussed above.

TYPICAL STREET 1/2- SECTION
' EDGE WILL ALONG ALL EDGE CONDITIONS
MAX DEPTH To MATCH

OVERLAY THICKNESS

FINAL PAVEMENT DEPTH PER PLAN

OVER NOMINAL LEVELING COURSE

MILL DEPTH PER PLAN

MILL AND OVERLAY DETAIL

NOT TO SCALE

E) AC PAVING
L
Payment for conforming to the requirements of this section shall be included in the price paid for other items of work and shall include full compensation for all labor, materials, tools, equipment, grinding, loading, hauling, recycling, and incidentals, and for doing all work involved in edge milling asphalt concrete surfacing.

TP19. HOT MIX ASPHALT
HMA shall conform to Green Book section 203-6, "Asphalt Concrete". HMA shall be install/ placed in accordance with Green Book section 302-5, "Asphalt Concrete Pavement." Project Mix: C2 -PG 70-10-R05
Existing pavement markers shall be removed flush with the existing pavement prior to constructing asphalt concrete pavement.

Where asphalt concrete pavement is designated to be constructed on existing aggregate base, the existing base shall be compacted and graded in accordance with Subsection 301-2.3, "Compacting," of the Standard Specifications.

The asphalt concrete pavement shall be spread with a self-propelled mechanical spreading and finishing machine.

The Contractor shall have sufficient workers and equipment necessary to accomplish proper placement and compaction of the asphalt concrete pavement to the satisfaction of the Engineer.

Ski arms to improve smoothness of paving operations are required on all paved streets with a 30 foot minimum length arm for paving.
26 TECHNICAL PROVISIONS

City of Beaumont
Technical Specifications
TACK COAT:

BEAUMONT
Citywide Street Rehabilitation Project FY24
CIP R-36
Section 302-5.4 "Tack Coat" of the Standard Specifications are supplemented by the following:

A tack coat shall be applied uniformly upon the existing pavement planes and joints, gutters, inlets, manholes, etc. prior to placing the asphalt concrete. The tack coat shall be SS-lh emulsified asphalt per Section 203-3. The surface to be covered shall be free of water, foreign material, vegetation or dust before application of the tack coat.

The area to which tack coat has been applied shall be closed to public traffic. Care shall be taken to avoid tracking tack material onto existing pavement surfaces beyond the limits of construction.

Existing striping and pavement markings which have been tacked with tack coat shall be repainted at the Contractor's expense. Certain driveways which are heavily used during hours of construction as determined by the Engineer, shall remain open as long as possible, and tack shall be applied to areas along said driveways as soon as possible before the asphalt is placed, or the Contractor may provide some means of protecting the tack coat while traffic passes over it. The means of protection shall be utilized only after approval by the Engineer.

The Contractor shall clean existing concrete and asphalt surfaces of any tack coat tracked onto them, to the satisfaction of the Engineer.

A tack coat shall be applied between each course of paving regardless of when the previous course of asphalt was laid. The contractor shall not be allowed to omit the tack coat for any circumstance unless approved by the Engineer.

Payment: The contract unit bid price paid per ton for Hot Mix Asphalt shall include full compensation for all items of the work and all appurtenant work, including furnishing all materials, labor, equipment, tools and incidentals.

Full compensation for furnishing and applying emulsion (paint binder/ tack coat) shall be considered as included in the contract price paid for Hot Mix Asphalt.

TP20. TRAFFIC STRIPING AND PAVEMENT MARKINGS
All traffic stripes and markings shall be thermoplastic. Application of thermoplastic traffic stripes (lane lines, centerlines) and thermoplastic pavement markings (word and symbol markings, limit lines, crosswalk, etc.) shall conform to the provisions in Section 84, "Pavement Markings," of the latest State Standard Specifications and these Special Provisions.

The Contractor shall layout and "cat -track" the alignment of the proposed striping at 15 -foot intervals and "spot" the proposed pavement markings as called for on the Plans or match the existing. Striping shall vary no more than 2 inches in 50 feet from the specified alignment. The Engineer may waive minor variations.
27 TECHNICAL PROVISIONS

City of Beaumont
Technical Specifications
• Citywide Street Rehabilitation Project FY24
BEAUMOMT CIP R-36
a rt H i a
The Contractor shall not proceed with applying any thermoplastic pavement striping and markings until the Engineer has checked and approved the cat -tracking and spotting, and has authorized the Contractor to proceed.

All traffic striping shall be performed with a road liner type striping machine. Where the configuration or location of a traffic stripe is such that the use of a road liner type striping machine is unsuitable, thermoplastic may be applied by other methods and equipment approved by the Engineer. The Engineer shall determine if the road liner type striping machine is unsuitable for a particular use.

Except as otherwise noted on the Plans or as directed by the Engineer, all angle points shall be painted as a smooth, tangent curve with a radius and length as approved in the field.

Temporary tape or reflective markers utilized for the purposes of interim delineation for centerline, lane lines, and crosswalk lines shall be placed to the side of the final striping pattern in such a way so that it will not interfere with the first coat of paint. All temporary tape and reflective markers applied for the purpose of interim delineation shall be removed by the Contractor at no additional cost to the City upon completion of the first coat of striping and prior to the final striping.

Stencils used for pavement markings must conform to the latest Caltrans approved Stenciling Standards.

Newly applied or existing striping or markings which are damaged as a result of the construction, including wheel markings by public traffic and the construction equipment, shall be replaced in kind, and any associated removals shall be performed as outlined in these Technical Provisions at the sole expense of the Contractor and no separate compensation will be allowed therefore.

Existing traffic striping and pavement markings that do not conform to the approved Plans shall be removed by wet sandblasting. Other methods may be requested by the Contractor, but shall be submitted in writing to the Engineer for approval. Blackout of existing traffic striping or pavement markings, which do not conform to the approved Plan, shall not be allowed.

Payment for all thermoplastic traffic striping, pavement markings, legends and markings shall be included in the contract lump sum price paid for Traffic Striping And Pavement Markings. Said payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in reestablishing all traffic stripes and applying thermoplastic pavement markings including establishing alignment for stripes, layout work, sandblasting all conflicting markings (including existing paint and thermoplastic on existing adjacent PCC gutters and spandrels), removing all conflicting raised pavement markers, and performing all work, complete in place, as shown on the Plans, as specified in the Standard Specifications and these Technical Provisions and as approved by the Engineer, and no separate or additional compensation will be allowed therefor.

TP21. PAVEMENT MARKERS
Pavement markers shall conform to the provisions in Section 82, "Signs and Markers," of the State of California Standard Specifications and these Special Provisions. 28 TECHNICAL PROVISIONS

City of Beaumont Citywide Street Rehabilitation Project FY24 Technical Specifications BEAUMONT CIP R-36
Certificates of compliance shall be furnished for pavement markers as specified in "Prequalified and Tested Signing and Delineation Materials," elsewhere in these Special Provisions.

Reflective pavement markers shall comply with the specific intensity requirements for reflectance after abrading the lens surface in accordance with California Test 669 specified for pavement markers placed in pavement recesses in Section 81-3.02C, "Reflective Pavement Markers," of the State of California Standard Specifications.

Non -reflective pavement markers shall conform to the requirements of the Section 85-1.02B, "Non -Reflective Pavement Markers," of the State of California Standard Specifications.

The bituminous adhesive used to install both reflective and non -reflective markers shall be a hot melt bituminous adhesive asphaltic material with homogeneously mixed mineral filler and shall conform to the requirements specified in Section 81-3.03B, "Hot Melt Bituminous Adhesive," of the Standard Specifications. Epoxy adhesive shall comply with Section 81-3.03C, "Epoxy Adhesive" of the Standard Specifications.

Reflective pavement markers shall be installed to match existing or as approved by the Engineer.

The composition of the material shall be such that its properties shall not deteriorate when heated to and applied at temperatures up to 425°F, using either air or oil jacketed melters.

Reflective pavement markers shall be placed at locations as established by the applicable Caltrans striping detail to match the existing which includes, but is not limited to temporary painted line(s), new striping, or existing striping. There shall be one marker for each location. The Contractor shall perform all work necessary to establish satisfactory locations for markers.

The Contractor shall remove existing reflective pavement markers that do not conform to the plan.

Reflective pavement markers shall be of the prismatic reflector type (3M model white 290-W and yellow 291-2Y) as outlined in Subsection 81-3.02C, "Reflective Pavement Markers," of the State of California Standard Specifications.

In accordance with Public Contract Code Section 3400, the City has made all necessary findings, and hereby declares that the 3M brand product shall exclusively be supplied for use on this project in order to match other reflective pavement marker equipment already in use throughout the City.

In addition, the 3M product is the only product that has been found to achieve sufficient retro reflectivity and durability performance. Therefore, no substitutions will be allowed.

Existing pavement markers (blue) designating location of the fire hydrants shall be replaced "in kind" and proposed pavement markers (blue) designating location of the fire hydrants shall be installed, where they previously existed, after the paving is completed.

Payment: The compensation of Pavement Markers shall be included in the price paid for other items of work involved and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, for doing all the work involved in removing and replacing in -kind 29 TECHNICAL PROVISIONS

City of Beaumont
Technical Specifications
Citywide Street Rehabilitation Project FY24
BEAUMONT CIP R-36
raised pavement markers and the items specified herein and no additional compensation shall be allowed therefor.

TP22. ADJUST VALVE TO GRADE
For all existing water valve and gas valve covers and for utility vaults, the Contractor shall notify the owners to adjust their facilities to grade. The Contractor shall loosen all valve covers immediately after paving. The Contractor shall paint all water valve covers blue and all gas valve covers yellow.

Payment: Loosening valve covers after paving and painting the covers shall be included in the price paid for other items. No compensation is proposed for adjusting valves to grade.

TP23. ADJUST MANHOLE TO GRADE
Adjustment of storm drain/sewer manhole frames and covers to grade shall be in accordance with the plans and section 403 "Manhole Adjustment and Reconstruction" of the Standard Specifications and the agency or utility standards and policies that owns or has control of the manhole.

The contractor is responsible for obtaining timely written approval from other applicable agencies that have jurisdiction over other manholes found within the work area.

In areas where AC leveling course, and/or AC over milled pavement is constructed the Contractor shall adjust manhole frames and covers to grade when the finished surface of the newly constructed pavement is greater than one-half (1/2) inch higher than the existing manhole frame.

Raised manhole rings and covers shall have a Type II barricade with two flashing lights placed over each manhole until it is paved.

After the pavement has been completed, the necessary portions of the sub -grade, base, and pavement shall be neatly removed, the structure built-up, and the manhole frame set to be backfilled with PCC concrete and Type III -C3 -PG 64-10 asphalt concrete. The asphalt concrete shall be placed and compacted in a workmanlike manner to conform to the appearance of the surrounding pavement. The asphalt concrete shall be placed within two (2) days after the manhole ring and cover has been adjusted to final grade, unless otherwise approved by the Engineer.

Payment: Full compensation for adjusting manholes to grade shall be made at the contract unit price paid per each and shall include full compensation for furnishing all labor, materials, tools, and equipment, and for doing all the work involved, complete in place, and no additional compensation will be allowed therefor. Adjustment of compensation will be made for any increase or decrease in the quantities of manholes at the stipulated unit price.

TP24. MINOR CONCRETE (RAMPS)
Concrete Curb Ramps shall be per SPPWC Standard Plan 111 and County of Riverside Standard Plans, case and type per plans. Concrete shall be Class 520-C-2500. 30 TECHNICAL PROVISIONS

City of Beaumont
Technical Specifications

BEAUMONT
Citywide Street Rehabilitation Project FY24
CIP R-36
The geometry shown on the plans is representational. The final limits and geometry of the required curb ramp shall be verified and placed in the field by the contractor in order to ensure the required grades and clearances are obtained.

Curb and Gutter Shall be included in the limits of the Curb Ramp which includes the saw cutting and full AC reconstruction of a 3' wide (slot pavement with 2 -sack PCC slurry) portion of AC pavement adjacent to the curb and gutter in order to achieve the required 5% maximum grade for 4' adjacent to the curb face. A minimum of a 3' saw cut and pavement replacement will be required in all areas of curb return replacements adjacent to existing pavement not slated for grind and overlay. In locations for a 3' slot pave with 2 -sack PCC slurry is inadequate at achieving the required 5% maximum grade and would create adverse driving conditions for the 1' transition, each location shall be individually documented in the construction project files justifying the reason for non-compliance. The proposed pavement section shall be full depth asphalt paving to match the existing pavement section thickness.

Construction of any necessary retaining curbs at the back of ramp or wings of the ramp are included as part of this bid item. The contractor shall install retaining curbs within the ramps to ensure that the constructed ramp is fully ADA compliant while joining existing grades at the back of walk/ramp.

When curb ramp removal and installation is adjacent to PCC cross gutters that are not abandoned/buried then the concrete shall be sawcut 4" off the existing curb face, and the new concrete shall be doweled and epoxied into the existing cross gutter spandrel at 12" on center using 18" #4 bars.

All work within the 1' rumble strip at grade breaks of the sidewalk shall be considered as part of the curb ramp. All work past the 1' rumble strip, which has been approved by the engineer, shall be considered as extra sidewalk or curb and gutter items and will be paid for per the respective unit price.

Existing surfaces to be joined shall be sawcut on a neat, straight line at the join location. All sawcut locations along existing cross gutters shall be cut in a curve conforming to the existing curb return and shall be cut at a set offset from the flow line as approved by the City Engineer. The flow line shall be maintained, ensuring that ponding does not occur in the existing cross gutter.

Any and all Traffic Signals, or pedestrian push button poles, traffic signal poles and other surface mounted appurtenances shall be protected in place and/or re -attached as part of this bid item.

All pull boxes within curb ramp limits shall also be adjusted to the finished grade of the new curb ramp and shall be paid for per the unit price for each respective bid item.

All water or gas valve can and lids within curb ramp limits shall also be adjusted to the finished grade of the new curb ramp and shall be paid for per the unit price for each respective bid item. 31 TECHNICAL PROVISIONS

City of Beaumont Citywide Street Rehabilitation Project FY24 Technical Specifications BEAUMONT CIP R-36
The City Engineer shall have final say regarding the case and type of curb ramp to be installed and shall retain the right to revise the ramp designation at any point prior to construction.

The contractor shall verify existing grades in order to ensure full ADA compliance Curb ramps shall be constructed with detectable warning surfacing complying with California Building Code Title 24. Detectable warning surfacing shall consist of vitrified polymer composite, with at least 25% by weight aluminum oxide, nominally 0.20" thick, colorfast and UV stable.

Panels must be embedded in new ramps. Embedded panels shall have perforated embedment ribs at 3" on center, at least 1" deep.

Other physical characteristics shall be as follows:

Compressive Strength Greater than 18,000 psi ASTM D 695 Flexural Strength Greater than 24,000 psi ASTM D 790
Tensile Strength Greater than 10,000 psi ASTM D 638
131
Water Absorption Less than 0.35% ASTM D 570
Slip Resistance Greater than 0.80 ASTM C 1028
Flame Spread Index Less than 25 ASTM E 84
Salt Spray No Change (200 hours) ASTM B 117
Chemical Stain Testing No Deterioration ASTM 1308
Abrasion Resistance Less than 0.030 (1,000 cycles) ASTM D 2386 Accelerated Weathering No Damage (2,000 hours) ASTM G 29 Load Bearing at 16,000 lbs. No Damage AASHTO-H20
Freeze / Thaw / Heat No Disintegration ASTM C 1026
The color of the panels shall be yellow complying with the Federal Standard 595B, color No. 33538. truncated domes. The Contractor shall install panels in accordance with manufacturer's recommendations. The cost of installing detectable warning service panels on new ramps shall be included in the cost of the curb ramp.

All landscaping, irrigation lines, if any, and related work to return the area to its original condition.

Retrofitting detectable warning surfaces on existing ramp or walkway surfaces shall be paid for as part of their respective bid items.

Payment: The contract unit price bid per each for the item "MINOR CONCRETE (RAMPS)" shall include full compensation for all labor, tools, equipment, loading, hauling, disposing of materials, import of material, compaction and incidentals for doing work involved.

TP25. CURB RAMP DETECTABLE WARNING SURFACE
This work includes installing detectable warning surfaces on the curb ramps or as necessary to bring the ramp into compliance.
32 TECHNICAL PROVISIONS

City of Beaumont
Technical Specifications

BEAUMONT
-t • L i i 8 A M i s --
Citywide Street Rehabilitation Project FY24
CIP R-36
Curb ramps shall be constructed with detectable warning surfacing complying with California Building Code Title 24. Detectable warning surfacing shall consist of vitrified polymer composite, with at least 25% by weight aluminum oxide, nominally 0.20" thick, colorfast and UV stable.

Panels must be embedded in new ramps. Embedded panels shall have perforated embedment ribs at 3" on center, at least 1" deep.

Other physical characteristics shall be as follows:

Compressive Strength
Flexural Strength
Tensile Strength
131
Water Absorption
Slip Resistance
Flame Spread
Salt Spray
Chemical Stain Testing
Abrasion Resistance
Accelerated Weathering
Load Bearing at 16,000 lbs.

Freeze / Thaw / Heat
Greater than 18,000 psi
Greater than 24,000 psi
Greater than 10,000 psi
Less than 0.35%
Greater than 0.80
Index Less than 25
No Change (200 hours)
No Deterioration
Less than 0.030 (1,000 cycles)
No Damage (2,000 hours)
No Damage
No Disintegration
ASTM D 695
ASTM D 790
ASTM D 638
ASTM D 570
ASTM C 1028
ASTM E 84
ASTM B 117
ASTM 1308
ASTM D 2386
ASTM G 29
AASHTO-H20
ASTM C 1026
The color of the panels shall be yellow complying with the Federal Standard 595B, color No. 33538. truncated domes. The Contractor shall install panels in accordance with manufacturer's recommendations. The cost of installing detectable warning service panels on new ramps shall be included in the cost of the curb ramp.

The manufacturer must provide a written 5 -year warranty for detectable warning surface, guaranteeing replacement when there is a defect in the dome shape, color fastness sound -on -cane acoustic quality, resilience, or attachment. The warranty period shall begin upon acceptance of the contract.

Payment: "CURB RAMP DETECTABLE WARNING SURFACE" for new ramps shall be considered as included with the contract unit price paid for the MINOR CONCRETE (RAMPS).

For existing ramps the contract unit bid price per each for the item "CURB RAMP DETECTABLE WARNING SURFACE" shall include full compensation for all labor, tools, equipment, loading, hauling, disposing of materials, import of material, compaction and incidentals for doing work involved. Adjustment of compensation will be made for any increase or decrease in the quantities at the stipulated unit price. 33 TECHNICAL PROVISIONS

City of Beaumont Citywide Street Rehabilitation Project FY24 Technical Specifications BEAUMONT CIP R-36
—t . i e o e , .--
TP26. GUARANTEE
In addition to guarantees required elsewhere, the contractor shall and hereby does guarantee all Work for a period of one (1) year after the date of acceptance of the Work by the City and shall repair and replace any and all such Work, together with any other work which may be displaced in so doing that may prove defective in workmanship and/or materials within the one (1) year period from the date of acceptance, without expense whatsoever to the City, ordinary wear and tear and usual abuse or neglect excepted. In the event of failure to comply with the above mentioned conditions within five (5) days after being notified in writing, the City is hereby authorized to proceed to have the defects repaired and made good at the expense of the Contractor, who shall pay the cost and charges therefore immediately upon demand. 34 TECHNICAL PROVISIONS

City of Beaumont
Contract Drawings

BEAUMONT
oR, .

Citywide Street Rehabilitation Project FY24
CIP R-36

CONTRACT DRAWINGS
All standard drawings and detailed provisions referenced in the Contract Documents shall be considered part of the contract drawings. These drawings include, but are not limited to, the following standard drawings and detailed provisions:

1. City of Beaumont Public Works Standard Drawings: latest standards available at https://www.beaumontca.gov/1236/Standards

2. County of Riverside Standards and Specifications (Ordinance 461): latest edition available at: https://rctlma.org/trans/Land-Development/Road-Standards)

3. County of Riverside Flood Control and Water Conservation District Standard Drawings: latest edition available at:
http://content.rcflood.org/downloads/Standard%20Drawings/@@Standard%20 Drawings%2007102019.pdf)

4. Caltrans Standard Plans and Caltrans Revised Standard Plans: latest edition available at: https://dot.ca.gov/programs/design/ccs-standard-plans-and- standard-specifications)

5. Greenbook Standard Specifications for Public Works Construction: latest standards available at: https://www.bnibooks.com/products/standard-plans-for- public-works-construction-2021-edition

6. Bid Plans: Construction Plans for Citywide Street Rehabilitation and Maintenance Project FY24 are a part of the construction contract documents.

CONTRACT DRAWINGS
1

BEAUMONT
California Levine Act Statement
California Government Code Section 84308, commonly referred to as the "Levine Act," prohibits any Beaumont City Council Member from participating in any action related to a contract or application if he or she receives any political contributions totaling more than $250 within the previous twelve months, and for three months following the date a final decision from the business or applicant.

The Levine Act also requires a member of the Beaumont City Council who has received such a contribution to disclose the contribution on the record of the proceeding.

Current Beaumont City Council Members are listed at:
https://www.beaumontca.gov/29/City-Council
Proposers are responsible for accessing this link to review the names prior to answering the following questions.

1. Have you or your company, or any agent on behalf of you or your company, made any political contributions of more than $250 to any Beaumont City Council Member in the 12 months preceding the date of the submission of your proposal or application, or the anticipated date of any Council action?
YES If yes, please identify the Council Member(s):
7No

2. Do you or your company, or any agency on behalf of you or your company, anticipate or plan to make any political contribution of more than $250 to any Beaumont City Council Member in the 12 months following any Council action related to your proposal or application? YES If yes, please identify the Council Member(s):
/0
Answering yes to either of the two questions above does not preclude the Beaumont City Council from awarding a contract or approving an application or any subsequent action. It does however, preclude the identified Council Members) from participating in any actions related to your proposal or application.
6112.0114
Date
Signat e o : horized individual
J'iSo4 G . Jo.1 c p
Company/Applicant Name
City of Beaumont 1 550 E. 6th Street, Beaumont, CA 92223 1 (951) 769-8520 j BeaumontCA.gov

BAUME ONTA -C A L I F O R N I
Staff Report
TO: City Council
FROM: Elizabeth Gibbs, City Manager
DATE July 16, 2024
SUBJECT: Approval of the FY 2024/25 Local Responsibility Area Wildland Protection Reimbursement Agreement
Description Request to approve the FY 2024/25 Local Responsibility Area Wildland Protection Reimbursement Agreement with CAL FIRE.

Background and Analysis:

The City currently contracts with the California Department of Forestry and Fire Protection (CaIFIRE) for fire protection of 1,173 acres of designated wildland area that is within the boundaries of the City. Wildland areas that are within incorporated cities, fire protection districts, and special districts with fire suppression responsibility are referred to as Local Responsibility Areas (LRA). All fire suppression activities and responsibilities within LRA wildland areas are the responsibility of the local agency. The current contract with CaIFIRE expired on June 30, 2024. It should be noted that the draft for FY 2025 was received from CalFire after the last City Council meeting.

Wildland fires within the areas incorporated within the City are frequent. Wildland fires are considered one of the highest natural disaster risks that the City faces. The City is in an extremely wind prone area and it is not uncommon for fires to grow beyond the local capability of the resources assigned to protect the City. When a wildland fire grows beyond the ability and capability of local resources, assistance is requested from CaIFIRE to provide wildland engine companies, inmate hand crews, bulldozers and aircraft.

Without an agreement for protection of wildlands within an LRA between the City and the State of California, these resources are then considered assistance -by -hire and the City is liable for the cost from the time of dispatch.

Within the City there are 1,173 acres designated as wildlands subject to the LRA designation. To reduce the City's liability for the cost of wildland fire suppression in the LRA area, the City can enter into a Local Responsibility Area Wildland Fire Protection Agreement (Agreement) with CaIFIRE, for protection of wildlands within the City.

This Agreement will provide state resources to control a wildland fire at no additional cost to the city. CaIFIRE will provide fire protection to the LRA as if they were still the sole agency with fire suppression responsibility. This Agreement will provide unlimited use of state engine companies, inmate hand crews, bulldozers and aircraft to supplement the daily level of fire protection provided to the City by the County of Riverside.

Fiscal Impact:

The cost to enter into the Agreement with CAL FIRE is $42.58 per acre plus a 12.01 administrative charge. The total annual cost for the 1,173 acres covered is $55,989.85 and was programmed in the Fire department FY2024/25 budget 100-2100-7068-0000.

The estimated cost to prepare this staff report was $400.00.

Recommended Action:

Waive the full reading and adopt by title only, "A Resolution of the City Council of the City of Beaumont, California, Approving an Agreement with the California Department of Forestry and Fire Protection for Services from July 1, 2024 through June 30, 2025 for Fire Protection Services within the Local Responsibility Areas within the City," and Approval of the FY 2024/25 agreement with CAL FIRE for fire protection services within the Local Responsibility Areas within the City in the amount of $55,989.85.

Attachments:

A. LRA Wildland Protection Agreement
B. Resolution for wildland protection services from CAL FIRE

STATE OF CALIFORNIA

COOPERATIVE FIRE PROGRAMS

LOCAL RESPONSIBILITY AREA WILDLAND PROTECTION

REIMBURSEMENT AGREEMENT
LG-W REV 1/2024

AGREEMENT NUMBER
3CA06907
REGISTRATION NUMBER:

1. This Agreement is entered into between the State Agency and the Local Agency named below:

STATE AGENCY'S NAME
California Department of Forestry and Fire Protection — (CAL FIRE)

LOCAL AGENCY'S NAME
City of Beaumont

2. The term of this Agreement is:

July 1, 2024 through June 30, 2025

3. The maximum amount of this Agreement is:
$ 55,989.85
Fifty five thousand, nine hundred eighty nine dollars and eighty five cents.

4. The parties agree to comply with the terms and conditions of the following exhibits which are by this reference made a part of the Agreement.

Exhibit A — Scope of Work — Includes page 2 (contact page) in count for Exhibit A 2 pages Exhibit B — Budget Detail and Payment Provisions 2 pages Exhibit C* — General Terms and Conditions; DGS GTC Version: 04/2017 0 pages Exhibit D — Special Terms and Conditions (Attached hereto as part of this Agreement) 1 pages Exhibit E — Additional Provisions 12 pages
*Items shown with an Asterisk (*), are hereby incorporated by reference and made part of this Agreement as if attached hereto.

General Terms and Conditions can be viewed at: http://www.dgs.ca.gov/ols IN WITNESS WHEREOF, this Agreement has been executed by the parties hereto.

LOCAL AGENCY

LOCAL AGENCY'S NAME
City of Beaumont
BY (Authorized Signature)
.�S
DATE SIGNED(Do not type)

PRINTED NAME AND TITLE OF PERSON SIGNING
Elizabeth Gibbs - City Manager

ADDRESS
550 East 6th St. Beaumont, CA 92223

STATE OF CALIFORNIA

AGENCY NAME
California Department of Forestry and Fire Protection
BY (Authorized Signature)
RS
DATE SIGNED(Do not type)

PRINTED NAME AND TITLE OF PERSON SIGNING
Nathan Barcklay, Assistant Deputy Director, Cooperative Fire ADDRESS P.O. Box 944246, Sacramento, CA 94244-2460
California Department of General
Services Use Only

Contractor Name: City of Beaumont
Contract No: 3CA06907
-2-

EXHIBIT A

COOPERATIVE FIRE PROGRAMS

AGREEMENT FOR PROTECTION OF WILDLANDS WITHIN LOCAL AGENCY RESPONSIBILITY AREA

1. The project representatives during the term of this Agreement will be:

CAL FIRE Unit Chief:

Name:

Phone:

Fax:

Riverside Unit
Bill Wesier
951-940-6900
951-940-6910
Local Agency:

Name:

Phone:

Fax:

City of Beaumont
Elizabeth Gibbs
951-769-8520
951-769-8526
All required correspondence shall be sent through U.S. Postal Service by certified mail and directed to:

CAL FIRE Unit Chief:

Section/Unit:

Attention:

Address:

Phone:

Fax:

Bill Weiser
Riverside Unit
Scott Lane
210 W. San Jacinto Av.

Perris, CA 92570
951-940-6900
951-940-6910
Send an additional copy of all correspondence to:

Local Agency:

Section/Unit:

Attention:

Address:

Phone:

City of Beaumont
City Manager
Elizabeth Gibbs
550 E. 6th St.

Beaumont, CA 92223
951-769-8526
Fax: 951-769-8526

CAL FIRE
Cooperative Fire Services
P.O. Box 944246
Sacramento, CA 94244-2460

2. AUTHORIZATION
This Agreement is entered into this 1st day of July, 2024, by and between the State of California, hereinafter called STATE and City of Beaumont, County of Riverside , State of California, hereinafter called Local Agency through its duly authorized officers. As used herein, Director shall mean Director of the California Department of Forestry and Fire Protection (CAL FIRE). Where the standard clauses for example in Exhibit C, use the word "Contractor" that word shall mean LOCAL AGENCY as LOCAL AGENCY is used in this Agreement.

Section 4142 of the Public Resources Code provides that the Director may enter into cooperative Agreements with local jurisdictions for the purpose of providing wildland fire protection.

3. SCOPE OF WORK
LOCAL AGENCY has the responsibility for protection of life, property, and wildland areas comprising 1173 acres of land as indicated on the map included under Exhibit E and desires to contract with the STATE to provide wildland fire protection to said area.

STATE has the ability to provide wildland fire protection for said area, of the type and degree, which it now provides on adjacent State Responsibility Areas.

Contractor Name: City of Beaumont
Contract No: 3CA06907
-3-

4. SERVICES BY STATE
A. STATE shall provide wildland fire protection for the areas defined in the above section.

B. For those areas, which are adjacent to State Responsibility Area, STATE will provide wildland fire protection at the same level of service it now provides on adjacent State Responsibility Area.

C. For those areas (islands), which are not adjacent to State Responsibility Area, the wildland fire protection provided by the STATE will be limited to those resources identified in the preplanned wildland response for the respective area. Any resources beyond those specified in the preplanned wildland response are assistance by hire and the financial responsibility of the LOCAL AGENCY.

5. ADMINISTRATION
A. LOCAL AGENCY agrees that STATE may dispatch fire protection resources available under this Agreement to other areas of the state when needed at the sole discretion of STATE.

B. STATE response will be subject to availability of resources.

C. Incident Management within the contract area shall conform to current Incident Command System criteria for Unified Command.

D. STATE and LOCAL AGENCY shall, through established dispatch procedures, immediately notify each other of any fire incident within the contract area.

6. MUTUAL AID
LOCAL AGENCY shall provide mutual aid response into the contract area for wildfires. Structural fire protection remains the jurisdictional and financial responsibility of LOCAL AGENCY.

7. ENTIRE AGREEMENT
This Agreement contains the whole Agreement between the parties. It cancels and supersedes any previous Agreement for the same or similar services.

Contractor Name: City of Beaumont
Contract No: 3CA06907
-4-

EXHIBIT B

BUDGET DETAIL, INVOICING, PAYMENT AND RECONCILIATION

1. Invoicing and Payment:

A. LOCAL AGENCY shall pay STATE for providing said protection at the rate of $42.58 per acre, plus an 12.10% administrative charge for a total of $55,989.85 upon presentation of an invoice by STATE. The rate per acre and administrative charge will be calculated by STATE prior to January 1, of each year and annually thereafter, for the succeeding fiscal year subject to approval by LOCAL AGENCY. This Agreement shall be amended each fiscal year to reflect new rates.

B. STATE shall provide thirty (30) day written notice to LOCAL AGENCY of the cost per acre and the administrative charge to be assessed for each subsequent fiscal year during the term of this Agreement; LOCAL AGENCY shall have thirty (30) days to approve said rate; if written approval is not received by STATE within said period, STATE's obligations hereunder shall terminate; LOCAL AGENCY shall be liable for all amounts due up to and including the date of such termination.

C. To minimize the need for reconciliation payment is expected in full after the LOCAL AGENCY receives the STATE invoice. Payments made by the LOCAL AGENCY will cover the protection rate per acre and the administrative charge for the protection services rendered by STATE and including any other costs as provided herein, giving credit for all payments made by LOCAL AGENCY and claiming the balance due to STATE, if any, or refunding to LOCAL AGENCY the amount of any overpayment.

2. Budget Contingency Clause
A. If the LOCAL AGENCY's governing authority does not appropriate sufficient funds for the current year or any subsequent years covered under this Agreement, which results in an inability to pay the STATE for the services specified in this Agreement, the LOCAL AGENCY shall promptly notify the STATE and this Agreement will terminate pursuant to the notice periods required herein.

B. If funding for any fiscal year is reduced or deleted by the LOCAL AGENCY for purposes of this program, the LOCAL AGENCY shall promptly notify the STATE, and the STATE shall have the option to either cancel this Agreement with no liability occurring to the STATE, or offer an agreement amendment to LOCAL AGENCY to reflect the reduced amount, pursuant to the notice terms herein
C. If the STATE Budget Act does not appropriate sufficient funds to provide the services for the current year or any subsequent years covered under this Agreement, which results in an inability to provide the services specified in this Agreement to the LOCAL AGENCY, the STATE shall promptly notify the LOCAL AGENCY, and this Agreement will terminate pursuant to the notice periods required herein.

Contractor Name: City of Beaumont
Contract No: 3CA06907
-5-
D. If funding for any fiscal year is reduced or deleted by the STATE Budget Act for purposes of this program, the STATE shall promptly notify the LOCAL AGENCY, and the LOCAL AGENCY shall have the option to either cancel this Agreement with no liability occurring to the LOCAL AGENCY, or offer an agreement amendment to LOCAL AGENCY to reflect the reduced services, pursuant to the notice terms herein.

E. Notwithstanding the foregoing provisions in paragraphs A and B above, the LOCAL AGENCY shall remain responsible for payment for all services actually rendered by the STATE under this Agreement regardless of LOCAL AGENCY funding being reduced, deleted or not otherwise appropriated for this program. The LOCAL AGENCY shall promptly notify the STATE in writing of any budgetary changes that would impact this Agreement.

F. LOCAL AGENCY and STATE agree that this Budget Contingency Clause shall not relieve or excuse either party from its obligation(s) to provide timely notice as may be required elsewhere in this Agreement.

Contractor Name: City of Beaumont
Contract No: 3CA06907
-6-

EXHIBIT D

SPECIAL TERMS AND CONDITIONS

1. Cancellation
Failure of either party to meet any of the terms and conditions of this Agreement, including non- payment of monies due hereunder, shall be cause for the termination of this Agreement; such termination shall become effective upon written receipt of 30 day notice of cancellation.

2. Audit
If the Agreement is over $10,000, the parties shall, in accordance with Government Code Section 10532, be subject to examination and audit of the State Auditor General for a period of three (3) years after final payment under the Agreement. Examination and audit shall be confined to those matters connected with performance of the Agreement including, but not limited to, cost of administering the Agreement The Contractor warrants by execution of this Agreement, that no person or selling agency has been employed or retained to solicit or secure this Agreement upon Agreement or understanding.

3. Operating Plan
Prior to April 1 of each year, STATE and LOCAL AGENCY shall establish a joint Operating Plan for the contract area, which shall be attached after Exhibit E. If LOCAL AGENCY received its structural fire protection from another local agency, the local agency providing the structural fire protection must be party to the Operating Plan.

4. Extension of Agreement
Unless there is written notice by LOCAL AGENCY to terminate this Agreement STATE shall extend this Agreement for a single one-year period from the original termination date. The cost of services provided by STATE during the extended period shall be based upon the rates published for the fiscal year in which the extended period falls had a new Agreement been entered into.

5. Modification
This Agreement may be amended at any time by written mutual consent of the parties hereto.

6. Indemnification
Each party, to the extent permitted by law, agrees to indemnify and hold harmless the other party, its officers, agents, and employees from any and all claims and losses accruing or resulting to any person, firm or corporation who may be injured or damaged by the indemnifying party.

Contractor Name: City of Beaumont
Contract No: 3CA06907
-7-

EXHIBIT E

ADDITIONAL PROVISIONS
Attachments
® Budget Plan
® Topographic Map
® Operating Plan
❑ Annual Report

Contract Name: Beaumont
Contract #: 3CA06907
Page #:

LOCAL RESPONSIBILITY AREA (LRA) WILDLAND PROTECTION REIMBURSEMENT AGREEMENT Program Cost Account (PCA #) 39016

THIS IS THE BUDGET PLAN FOR THE LOCAL RESPONSIBILITY AREA (LRA)

WILDLAND FIRE PROTECTION REIMBURSEMENT AGREEMENT BETWEEN THE

STATE OF CALIFORNIA, DEPARTMENT OF FORESTRY & FIRE PROTECTION (CAL FIRE)

AND THE CITY/TOWN OF BEAUMONT A LOCAL AGENCY
FOR THE 2024/2025 FISCAL YEAR
AGREEMENT COST CALCULATIONS:

Number of Acres 1173
General Fund Reimbursement $ 18.62
Unit Budget $ 23.96
$ 21,841.26
$ 28,105.08
Sub -Total
Admin Rate

12.10%
$ 49,946.34
$ 6,043.51
Total Protection Cost
Comments Section:
$ 55,989.85
8

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Disclaimer: This map and any data within shall be used
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accuracy of data or maps. Neither the State nor the
Department shall be liable under any circumstances for
any direct, special, incidental or consequential damages with respect to any claim by any user or third party on account of or arising from the use of data or maps.

City of Beaumont
Contract Number 3CA06907

BEAUMONT
Wildland Operating Plan
Between
The City of Beaumont
and
CAL FIRE/Riverside Unit.

City of Beaumont
Contract Number 3CA06907

OPERATING PLAN
Table of Contents
Page

1. Overview 12

2. Authority 12

3. Purpose .. 12

4. Definitions & Restrictions 12

5. Procedures 12

6. Administration 14

7. Fire Prevention 14

8. Approval 17

APPENDIX
Preplanned Initial Attack Response — Riverside Ranger Unit E-1

City of Beaumont
Contract Number 3CA06907

OPERATING PLAN

1. OVERVIEW
This Operating Plan, hereinafter referred to as PLAN, is between the California Department of Forestry & Fire Protection, Riverside Unit, hereinafter referred to as CAL FIRE and the City of Beaumont, Beaumont Fire Department, hereinafter referred to as CITY. It has been developed to specifically address the Agreement for Protection of Wildlands within a Local Agency, hereinafter referred to as AGREEMENT, between CAL FIRE and CITY for wildland fire protection within the city limits.

2. AUTHORITY
The PLAN is required of both CAL FIRE and CITY as part of the AGREEMENT dated July 1, 2024.

3. PURPOSE
This PLAN will provide the Unit Chief of CAL FIRE and the CITY a means for executing the AGREEMENT and is hereby attached as Exhibit E with appendices E-1 to that AGREEMENT.

4. DEFINITIONS AND RESTRICTIONS
See AGREEMENT for definitions and descriptions of general terms. This PLAN does not allow either agency to operate outside the limitations in the AGREEMENT.

5. PROCEDURES
A. Fire Reporting/Reports-When CITY receives a report of a wildfire within the area of the AGREEMENT, it shall promptly notify the Riverside Unit Emergency Command Center (ECC). Each agency will process their appropriate reports and make the information available, upon request of the other agency, in no more than 60 days.

B. Incident Management -The Incident Command System (ICS) will be used to manage wildfires within the area of the AGREEMENT. Unified Command will be implemented with a CAL FIRE representative and a CITY representative.

City of Beaumont
Contract Number 3CA06907

C. Fires within the area of the AGREEMENT -Each agency will maintain a preplanned initial attack response (PIAR) for fires within the area of the AGREEMENT. See Appendices E-1. Immediate cooperation between agency dispatch centers will occur to ensure prompt response of appropriate resources into the area of the fire. CAL FIRE resources will be ordered according to the terms of the AGREEMENT through the ECC. Any augmentation of the preplanned response, with CAL FIRE resources, shall be authorized by a CAL FIRE Incident Commander or Agency Representative.

Augmentation of the preplanned response may require a post incident audit. The audit will seek to demonstrate that adjacent CAL FIRE Direct Protection Areas (DPA's) were threatened, or that the augmentation was justified on a cost efficiency basis. Local government and private resources will be ordered through the CITY dispatch center (DISPATCH) to ensure proper utilization of the Master Mutual Aid Agreement.

D. Mutual Aid -All initial attack resources will be considered mutual aid for the purpose of this AGREEMENT.

E. Initial Attack -Initial attack resources will always be based on the closest resources concept identified in the PIAR. See Appendices E-1.

F. Move -Up & Cover -Station coverage will be exchanged between both agencies when appropriate. To prevent long-term coverage problems to either agency, the covering agency's engines will be replaced with the covered agency's resources as soon as it is practical to do so.

G. Fire Information: Unified Command -

1. Both agencies will enter into a unified command structure to manage the incident by establishing a common set of incident objectives and strategies.

This will be accomplished without losing or abdicating agency authority, responsibility or accountability. A Unified Ordering Point will be identified and established.

2. Representatives of both agencies will meet as needed to discuss procedures governing and locations of potential Information Centers. Both agencies will strive to maintain a roster of certified Public Information Officers for use during emergencies.

3. The Unified Command will determine which agency will provide the Lead Information Officer. Normally, it will be the agency with the greatest commitment of resources on the incident.

City of Beaumont
Contract Number 3CA06907

H. Representatives of CAL FIRE and CITY, of the rank of Battalion Chief or higher, may order resources directly from the ECC or DISPATCH when an immediate need arises.

These resources may include engines, fire crews and bulldozers in accordance with the AGREEMENT. Resources sent in response to these requests will conform to the closet resources concept

6. ADMINISTRATION
The CAL FIRE Unit Chief and the CITY Fire Chief, or their designees, along with representatives from the CAL FIRE ECC and CITY DISPATCH will meet annually to discuss, review, and update the following items; procedures for reporting fires, procedures to dispatch resources to fires within the area of the AGREEMENT, procedures to dispatch resources to fires along the boundaries of the area of the AGREEMENT, and exchange general or specific information which may affect the other agency.

7. FIRE PREVENTION
A. POLICY
All fire prevention activities conducted on lands within the area of the AGREEMENT will be consistent with both agencies guidelines. CAL FIRE and CITY will be expected to conduct a year-round, aggressive fire prevention program using guidelines within CAL FIRE Handbook 9000 and CITY Fire Prevention Guidelines. This will include, but is not limited to, annual analysis and planning sessions to generate an active fire prevention plan.

1. Public Information Program -This will include all types of fire prevention news releases through the available media. Other methods will include public meetings, fairs, rodeos, parades, services clubs and a regular schedule of school programs for all grades.

2. Protection/Planning Issues -Although the responsibility for enforcing fire safe ordinances pertaining to improvements in wildland areas within the city limits is the responsibility of CITY, a CAL FIRE representative will be available upon request to comment on these issues and assist in the enforcement of related ordinances.

3. Hazard Reduction Inspections
a. Home Inspection — CAL FIRE will work directly with CITY to enforce Public Resources Code (PRC) Sections 4291, 4446, 4442, 4123, or the Uniform Fire Code sections when applicable.
b. Power line Inspections — CAL FIRE will work directly with CITY inspecting power lines over 750 volts, using PRC 4292 and 4293 as a guide.

City of Beaumont
Contract Number 3CA06907

B. RESPONSIBILITY
CAL FIRE and CITY personnel will, in the performance of their duties, give full consideration to the prevention of fires and public education. Both agencies will allow staff to establish attainable fire prevention goals.

C. EXISTING AND PROJECTED DEMAND
Fire Prevention and suppression are the primary roles for both agencies. If the demand for services increases in the future, both agencies will develop more intensive programs. Fire protection and prevention will be influenced by the following factors:

1. Increased recreational use.

2. Increased residential and commercial development.

3. Increased utilization of vacation residences.

4. Industrial activity.

D. OBJECTIVES
The primary objective of the fire prevention plan is the reduction of fire suppression expenditures and damages from human -caused fires. The secondary objective is a current and comprehensive public education program for fire safety awareness and code enforcement.

E. RECOMMENDED ACTIONS
Both agencies will actively pursue public awareness programs through the following:

1. Public Education
a. School programs, ages K-12
b. Roadside sign program
c. Timely newspaper articles concerning fire awareness
d. Attendance at various local events which lend themselves to fire prevention displays.

City of Beaumont
Contract Number 3CA06907

2. Code Enforcement
a. Active PRC 4291 home inspection program in target areas. b. Enforcement of the Fire Safe Ordinances as they apply to construction in watershed areas. CAL FIRE will take an advisory role with the CITY Fire Marshal within the areas of the AGREEMENT.

F. FUEL MODIFICATION
Both agencies will continue to encourage individual property owners and property owner associations to establish and maintain a healthy fuel complex through the following:

1. Prescribed burning through available programs.

2. Forest practice inspections.

3. Fuel modification using mechanized systems, fire crews, and local resources.

4. Biomass programs to control stems per acre, and remove dead and down materials.

G. BURNING PERMITS
Burning permits will be required in the city limits consistent with those guidelines established in adjacent areas. This will provide consistency in the burn hours and any controls needed for the overall program.

1. Burning Permit Issuance
The CITY has the responsibility of issuing burn permits within the city limits and the area of the AGREEMENT. Both agencies will agree to and establish burn permit guidelines by April 1 of each year. The guidelines will follow those established by CAL FIRE to ensure consistency in the burn programs in both the CITY and areas adjacent to CAL FIRE.

2. Suspension of Permit Procedures
The suspension of burning permits in the area of the AGREEMENT will be directly related to the burning permit suspension procedures outside the area of the AGREEMENT to ensure area -wide consistency. Suspensions will be based on input from CAL FIRE and CITY.

City of Beaumont
Contract Number 3CA06907

H. MONITORING AND EVALUATION
Periodic monitoring and evaluation of the PLAN will provide the opportunity to make orderly and timely amendments and revisions of the PLAN. Monitoring will determine if the:

1. PLAN is being followed.

2. PLAN objectives are being met.

3. PLAN is achieving desired results.

8. APPROVAL:

This PLAN is approved and authorized as Exhibit B Attachment 3 of the AGREEMENT between CAL FIRE and CITY:

FOR CAL FIRE: FOR CITY:

California Depai Intent of Forestry
& Fire Protection
Riverside Unit
210 W. San Jacinto Ave
Perris, CA 92570
City of Beaumont
550 East 6th Street
Beaumont CA. 92223
Bill Weiser, Unit Chief Elizabeth Gibbs, City Manager

STANDARD RESPONSE PLAN FOR VEGETATION FIRES E-1

CALFIRE RRU AND CITY OF BEAUMONT
City of Beaumont
3CA06907
PG.18

CALFIRE WPA VEGETATION

RESPONSE
BC
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LOW
1 3
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2 4
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2 I 1
2 I
2 I 1
HIGH
2 7
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4 I 1

CITY OF BEAUMONT

VEGETATION RESPONSE
LOW
1 3
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1 1 3
1

RESOLUTION NO. 2024

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BEAUMONT,

CALIFORNIA, APPROVING AN AGREEMENT WITH THE CALIFORNIA

DEPARTMENT OF FORESTRY AND FIRE PROTECTION FOR SERVICES FROM JULY 1, 2024, THROUGH JUNE 30, 2025 FOR FIRE PROTECTION

SERVICES WITHIN THE LOCAL RESPONSIBILITY AREAS WITHIN THE CITY
WHEREAS, City of Beaumont was incorporated in 1912, as a general law City of the State of California; and
WHEREAS, the City has fire protection responsibility for certain wildlands areas within the city designated as Local Responsibility Areas (LRA); and WHEREAS, the City Council desires to enter into an agreement with the State of California for fire protection services within the LRA.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Beaumont that:

Section 1. that the City Council of the City of Beaumont does hereby approve the agreement with the California Department of Forestry and Fire Protection (CAL FIRE) from July 1, 2024, to June 30, 2025;
Section 2. that the City Manager of the City of Beaumont is hereby authorized to sign and execute said agreement on behalf of the City of Beaumont Section 3. If any section, subsection, subdivision, sentence, clause, phrase, word, or portion of this resolution is, for any reason, held to be invalid by the decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this resolution and each section, subsection, subdivision, sentence, clause, phrase, word or portion thereof, irrespective of the fact that any one or more sections, subsections, subdivision, sentences, clauses, phrases, words, or portions thereof be declared invalid.

PASSED, APPROVED AND ADOPTED at a regular meeting of the City Council of the City of Beaumont, California, held on the 16th day of July 2024, by the following roll call vote:

AYES
NOES

ABSENT

ABSTAIN
David Fenn, Mayor
ATTEST:
(SEAL)
Nicole Wheelwright, Deputy City Clerk

BILLING DEPARTMENT REPLY To:
[email protected] Palm Springs, California
July 2, 2024
CITY OF BEAUMONT PROFESSIONAL SERVICES THRU: 6/30/2024
TOTAL DUE:

Sincerely,

SBEMP, LLP
By: Accounting Department
$138,594.27

SLOVAK BARON EMPEY MURPHY & PINKNEY LLP
Palm Springs, CA Indian Wells, CA Orange County, CA San Diego, CA New Jersey New York T (760) 322-2275 T (760) 322- 9240
T (714) 435-9591 T (619) 501-4540
WW 1 'fin8f 0
T (609) 955-3393 T (212) 829-4399

SEiP

A T T O R N E Y S
1800 E Tahquitz Canyon Way
Palm Springs, CA 92262
Fed. ID #33-0833010
Telephone 760-322-2275
Facsimile 760-322-2107
July 2, 2024
City of Beaumont

E-MAIL INVOICES
Our file no:

City of Beaumont*Baker
Professional services through: 6/30/2024: Invoice # 87921 BALANCE DUE — PLEASE SUBMIT PAYMENT:

Amount
$2,889.00

SLOVAK BARON EMPEY MURPHY & PINKNEY LLP
Palm Springs, CA Indian Wells, CA Orange County, CA San Diego, CA T (760) 322-2275
New Jersey New York
T (760) 322- 9240 T (714) 435-9591 T (619) 501-4540 T (609) 955-3393 T (212) 829-4399 .......sbemp.,,,,...

SEiP

A T T O R N E Y S
1800 E Tahquitz Canyon Way
Palm Springs, CA 92262
Fed. ID #33-0833010
Telephone 760-322-2275
Facsimile 760-322-2107
July 2, 2024
City of Beaumont

E-MAIL INVOICES
Our file no:

City of Beaumont*Blackwell
Professional services through: 6/30/2024: Invoice # 87922 BALANCE DUE — PLEASE SUBMIT PAYMENT:

Amount
$159.00

SLOVAK BARON EMPEY MURPHY & PINKNEY LLP
Palm Springs, CA Indian Wells, CA Orange County, CA San Diego, CA T (760) 322-2275
New Jersey New York
T (760) 322- 9240 T (714) 435-9591 T (619) 501-4540 T (609) 955-3393 T (212) 829-4399 .......sbemp.,,,,...

SEiP

A T T O R N E Y S
1800 E Tahquitz Canyon Way
Palm Springs, CA 92262
Fed. ID #33-0833010
Telephone 760-322-2275
Facsimile 760-322-2107
July 2, 2024
City of Beaumont

E-MAIL INVOICES
Our file no:

City of Beaumont*BP CEQA
Professional services through: 6/30/2024: Invoice # 87923 BALANCE DUE — PLEASE SUBMIT PAYMENT:

Amount
$1,171.10

SLOVAK BARON EMPEY MURPHY & PINKNEY LLP
Palm Springs, CA Indian Wells, CA Orange County, CA San Diego, CA T (760) 322-2275
New Jersey New York
T (760) 322- 9240 T (714) 435-9591 T (619) 501-4540 T (609) 955-3393 T (212) 829-4399 .......sbemp.,,,,...

SEiP

A T T O R N E Y S
1800 E Tahquitz Canyon Way
Palm Springs, CA 92262
Fed. ID #33-0833010
Telephone 760-322-2275
Facsimile 760-322-2107
July 2, 2024
City of Beaumont

E-MAIL INVOICES
Our file no:

City of Beaumont*Cazares&Rosa
Professional services through: 6/30/2024: Invoice # 87924 BALANCE DUE — PLEASE SUBMIT PAYMENT:

Amount
$19,031.02

SLOVAK BARON EMPEY MURPHY & PINKNEY LLP
Palm Springs, CA Indian Wells, CA Orange County, CA San Diego, CA T (760) 322-2275
New Jersey New York
T (760) 322- 9240 T (714) 435-9591 T (619) 501-4540 T (609) 955-3393 T (212) 829-4399 .......sbemp.,,,,...

SEiP

A T T O R N E Y S
1800 E Tahquitz Canyon Way
Palm Springs, CA 92262
Fed. ID #33-0833010
Telephone 760-322-2275
Facsimile 760-322-2107
July 2, 2024
City of Beaumont

E-MAIL INVOICES
Our file no:

City of Beaumont*Fernley
Professional services through: 6/30/2024: Invoice # 87926 BALANCE DUE — PLEASE SUBMIT PAYMENT:

Amount
$13.00

SLOVAK BARON EMPEY MURPHY & PINKNEY LLP
Palm Springs, CA Indian Wells, CA Orange County, CA San Diego, CA T (760) 322-2275
New Jersey New York
T (760) 322- 9240 T (714) 435-9591 T (619) 501-4540 T (609) 955-3393 T (212) 829-4399 .......sbemp.,,,,...

SEW

A T T O R N E Y S
1800 E Tahquitz Canyon Way
Palm Springs, CA 92262
Fed. ID #33-0833010
Telephone 760-322-2275
Facsimile 760-322-2107
July 2, 2024
City of Beaumont

E-MAIL INVOICES
Our file no:

City of Beaumont*Iloputaife
Professional services through: 6/30/2024: Invoice # 87928 BALANCE DUE — PLEASE SUBMIT PAYMENT:

Amount
$4,491.00

SLOVAK BARON EMPEY MURPHY & PINKNEY LLP
Palm Springs, CA Indian Wells, CA Orange County, CA San Diego, CA T (760) 322-2275
New Jersey New York
T (760) 322- 9240 T (714) 435-9591 T (619) 501-4540 T (609) 955-3393 T (212) 829-4399 .......sbemp.,,,,...

SEiP

A T T O R N E Y S
1800 E Tahquitz Canyon Way
Palm Springs, CA 92262
Fed. ID #33-0833010
Telephone 760-322-2275
Facsimile 760-322-2107
July 2, 2024
City of Beaumont

E-MAIL INVOICES
Our file no:

City of Beaumont*Police Dept
Professional services through: 6/30/2024: Invoice # 87929 BALANCE DUE — PLEASE SUBMIT PAYMENT:

Amount
$2,271.50

SLOVAK BARON EMPEY MURPHY & PINKNEY LLP
Palm Springs, CA Indian Wells, CA Orange County, CA San Diego, CA T (760) 322-2275
New Jersey New York
T (760) 322- 9240 T (714) 435-9591 T (619) 501-4540 T (609) 955-3393 T (212) 829-4399 .......sbemp.,,,,...

S=E►iP

A T T O R N E Y S
1800 E Tahquitz Canyon Way
Palm Springs, CA 92262
Fed. ID #33-0833010
Telephone 760-322-2275
Facsimile 760-322-2107
July 2, 2024
City of Beaumont

E-MAIL INVOICES
Our file no:

City of Beaumont*Urban Logic
Professional services through: 6/30/2024: Invoice # 87930 BALANCE DUE — PLEASE SUBMIT PAYMENT:

Amount
$27,074.23

SLOVAK BARON EMPEY MURPHY & PINKNEY LLP
Palm Springs, CA Indian Wells, CA Orange County, CA San Diego, CA T (760) 322-2275
New Jersey New York
T (760) 322- 9240 T (714) 435-9591 T (619) 501-4540 T (609) 955-3393 T (212) 829-4399 --...sbemp.,,,,...

S=E►iP

A T T O R N E Y S
1800 E Tahquitz Canyon Way
Palm Springs, CA 92262
Fed. ID #33-0833010
Telephone 760-322-2275
Facsimile 760-322-2107
July 2, 2024
City of Beaumont

E-MAIL INVOICES
Our file no:

City of Beaumont*Webb
Professional services through: 6/30/2024: Invoice # 87931 BALANCE DUE — PLEASE SUBMIT PAYMENT:

Amount
$5,700.30

SLOVAK BARON EMPEY MURPHY & PINKNEY LLP
Palm Springs, CA Indian Wells, CA Orange County, CA San Diego, CA T (760) 322-2275
New Jersey New York
T (760) 322- 9240 T (714) 435-9591 T (619) 501-4540 T (609) 955-3393 T (212) 829-4399 --...sbemp.,,,,...

SEW

A T T O R N E Y S
1800 E Tahquitz Canyon Way
Palm Springs, CA 92262
Fed. ID #33-0833010
Telephone 760-322-2275
Facsimile 760-322-2107
July 2, 2024
City of Beaumont

E-MAIL INVOICES
Our file no:

City of Beaumont*Wright
Professional services through: 6/30/2024: Invoice # 87932 BALANCE DUE — PLEASE SUBMIT PAYMENT:

Amount
$27,177.67

SLOVAK BARON EMPEY MURPHY & PINKNEY LLP
Palm Springs, CA Indian Wells, CA Orange County, CA San Diego, CA T (760) 322-2275
New Jersey New York
T (760) 322- 9240 T (714) 435-9591 T (619) 501-4540 T (609) 955-3393 T (212) 829-4399 --...sbemp.,,,,...

SEiP

A T T O R N E Y S
1800 E Tahquitz Canyon Way
Palm Springs, CA 92262
Fed. ID #33-0833010
Telephone 760-322-2275
Facsimile 760-322-2107
July 2, 2024
City of Beaumont

E-MAIL INVOICES
Our file no:

City of Beaumont -Gen Lit
Professional services through: 6/30/2024: Invoice # 87933 BALANCE DUE — PLEASE SUBMIT PAYMENT:

Amount
$6,734.50

SLOVAK BARON EMPEY MURPHY & PINKNEY LLP
Palm Springs, CA Indian Wells, CA Orange County, CA San Diego, CA T (760) 322-2275
New Jersey New York
T (760) 322- 9240 T (714) 435-9591 T (619) 501-4540 T (609) 955-3393 T (212) 829-4399 .......sbemp.,,,,...

SEiP

A T T O R N E Y S
1800 E Tahquitz Canyon Way
Palm Springs, CA 92262
Fed. ID #33-0833010
Telephone 760-322-2275
Facsimile 760-322-2107
July 2, 2024
City of Beaumont

E-MAIL INVOICES
Our file no:

City of Beaumont-Labor&Employ
Professional services through: 6/30/2024: Invoice # 87934 BALANCE DUE — PLEASE SUBMIT PAYMENT:

Amount
$406.30

SLOVAK BARON EMPEY MURPHY & PINKNEY LLP
Palm Springs, CA Indian Wells, CA Orange County, CA San Diego, CA T (760) 322-2275
New Jersey New York
T (760) 322- 9240 T (714) 435-9591 T (619) 501-4540 T (609) 955-3393 T (212) 829-4399 --...sbemp.,,,,...

SEiP

A T T O R N E Y S
1800 E Tahquitz Canyon Way
Palm Springs, CA 92262
Fed. ID #33-0833010
Telephone 760-322-2275
Facsimile 760-322-2107
July 2, 2024
City of Beaumont

E-MAIL INVOICES
Our file no:

City of Beaumont-OverRetainer
Professional services through: 6/30/2024: Invoice # 87976 BALANCE DUE — PLEASE SUBMIT PAYMENT:

Amount
$33,970.65

SLOVAK BARON EMPEY MURPHY & PINKNEY LLP
Palm Springs, CA Indian Wells, CA Orange County, CA San Diego, CA T (760) 322-2275
New Jersey New York
T (760) 322- 9240 T (714) 435-9591 T (619) 501-4540 T (609) 955-3393 T (212) 829-4399 .......sbemp.,,,,...

SEiP

A T T O R N E Y S
1800 E Tahquitz Canyon Way
Palm Springs, CA 92262
Fed. ID #33-0833010
Telephone 760-322-2275
Facsimile 760-322-2107
July 2, 2024
City of Beaumont

E-MAIL INVOICES
Our file no:

City of Beaumont -Retainer
Professional services through: 6/30/2024: Invoice # 87977 BALANCE DUE — PLEASE SUBMIT PAYMENT:

Amount
$7,505.00

SLOVAK BARON EMPEY MURPHY & PINKNEY LLP
Palm Springs, CA Indian Wells, CA Orange County, CA San Diego, CA T (760) 322-2275
New Jersey New York
T (760) 322- 9240 T (714) 435-9591 T (619) 501-4540 T (609) 955-3393 T (212) 829-4399 --...sbemp.,,,,...

FY 2024
Beginning Fund Estimated June Activity
Balance Revenues

PROPRIETARY/ENTERPRISE FUNDS
FYTD 2024 Actual
Revenues
FY 2024 FYTD 2024
% Budgeted June Activity Actual % T/D Ending Fund
Expenditures Expenditures Balance
840 Community Facilities District (202,817,899.71) 18,442,029.00 14,550,000.00 52,631,393.02 285% 18,442,029.00 (9,769,713.00) 28,188,542.21 0% (178,375,048.90) 860 Evidence 2,472.14 - 1,086.20 - 25.00 3,533.34
TOTALS (202,815,427.57) 18,442,029.00 14,550,000.00 52,632,479.22 285% 18,442,029.00 (9,769,713.00) 28,188,567.21 153% (178,371,515.56)

Beginning Fund Balance
FY 2024 Budgeted June Activity FYTD 2024 Actual % FY 2024 Budgeted FYTD 2024 Actual June Activity
Revenues Receipts Expenditures Disbursements
T/D Ending Fund
Balance

GOVERNMENTAL FUNDS
100 GENERAL FUND 35,456,303.91 67,853,103.00 7,710,979.48 63,263,932.12 93% 75,559,564.00 18,235,025.82 62,126,547.03 82% 36,593,689.00 120 SELF INSURANCE 6,329,219.38 445,000.00 390,949.26 0% 223,403.00 223,402.06 0% 6,496,766.58 200 GAS TAX 1,566,996.00 141,553.14 1,567,888.25 100% 1,566,996.00 1,175,272.00 75% 392,616.25 201 SB1 2,329,870.55 1,353,950.00 132,214.73 1,373,272.83 101% 2,018,738.00 668,570.38 33% 3,034,573.00 202 MEASURE A 2,895,980.53 743,600.00 71,078.64 853,437.96 115% 2,264,528.00 1,711,671.84 76% 2,037,746.65 205 AQMD 267,785.11 72,300.00 44,962.48 62% 90,000.00 86,819.10 0% 225,928.49 210 PEG 35,711.17 19,238.00 8,114.38 42% 14,630.00 4,587.14 31% 39,238.41 215 CDBG/GRANTS (407,984.19) 4,183,450.00 1,431,913.35 34% 4,981,581.00 753,636.05 15% 270,293.11 220 COPS 523,785.60 159,459.00 185,815.76 117% 171,992.00 175,661.08 102% 533,940.28 225 ASSET SEIZURES (STATE) 294,397.72 7,374.59 0% - 25.00 0% 301,747.31 230 ASSET SEIZURES (FEDERAL) 59,719.24 39,909.03 0% - - 0% 99,628.27 240 OTHER FUNDS 409,241.73 122,839.00 200.00 76,857.06 63% 271,786.00 2,980.37 121,972.98 45% 364,125.81 250 CFD-ADMIN 1,329,821.12 1,802,415.00 1,034,179.58 57% 2,149,890.00 90,500.00 1,048,340.63 49% 1,315,660.07 255 CFD-MAINTSVCS 70,092.92 3,950,426.00 5,346,323.45 135% 4,851,993.00 2,550,423.21 53% 2,865,993.16 260 CFD-PUBLIC SAFETY 197,521.59 1,086,506.00 1,574,034.20 145% 1,086,506.00 543,253.00 50% 1,228,302.79 500 GENERAL CAPITAL PROJECTS 39,101,617.32 124,170,122.00 7,289,871.92 26,895,762.18 22% 123,277,812.00 (5,197,978.54) 16,170,935.16 13% 49,826,444.34 510 CFD CAPITAL PROJECTS 13,214,314.25 1,058,869.00 438,738.74 0% 11,457,092.00 863,607.23 0% 12,789,445.76 550 DIF 6,728.22 225.54 0% 0% 6,953.76
552 BASIC SERVICES DIF 1,703,433.15 238,218.00 27,230.40 255,491.12 107% 813,664.00 698,664.34 0% 1,260,259.93 554 GENERAL PLAN DIF 231,129.48 27,953.00 3,000.00 28,078.04 100% - 0% 259,207.52 555 RECREATIONAL FACILITIES DIF 2,500,479.58 391,556.00 42,490.20 426,896.55 109% 900,000.00 - 0% 2,927,376.13 556 TRAFFIC IMPACT DIF 1,371,765.82 174,068.00 13,508.76 182,600.44 105% 956,432.00 169,572.54 18% 1,384,793.72 558 RAILROAD CROSSING DIF 2,809,846.12 195,490.00 5,289.93 222,042.81 114% 773,561.00 223,549.94 0% 2,808,338.99 559 POLICE FACILITIES DIF 1,874,579.00 282,666.00 31,940.28 290,470.52 103% 855,457.00 60,893.04 0% 2,104,156.48 560 FIRE STATION DIF 5,799,822.34 354,691.00 10,847.52 364,612.31 103% 4,700,000.00 4,112,317.39 0% 2,052,117.26 562 ROAD AND BRIDGE DIF 12,090,362.68 1,388,471.00 122,991.36 5,434,055.78 391% 14,166,331.00 1,750,653.97 0% 15,773,764.49 566 EMERGENCY PREPAREDNESS DIF 806,387.02 344,446.00 43,777.80 310,066.55 90% - 0% 1,116,453.57 567 COMMUNITY PARK DIF 2,981,755.80 624,440.00 107,216.64 507,585.89 81% 3,496,828.00 - 0% 3,489,341.69 568 REGIONAL PARK DIF 1,977,512.20 65,254.19 0% 1,871,479.00 105,391.98 0% 1,937,374.41 569 NEIGHBORHOOD PARK DIF 3,770,090.08 756,574.00 129,749.76 619,679.65 82% 1,349,000.00 0% 4,389,769.73 570 PASS THROUGH DIF 6,882,593.93 0% 9,758,000.00 1,616,929.93 0% 5,265,664.00 850 Beaumont Financing Authority 35,953,179.63 3,080,846.00 3,232,839.27 105% 3,080,846.00 3,101,494.34 0% 36,084,524.56 855 Beaumont Public Improvement Authorit 47,777,680.32 3,023,346.00 3,177,353.89 105% 3,023,346.00 3,176,311.49 0% 47,778,722.72 TOTALS 140,031,289.44 213,366,846.00 15,883,940.56 113,240,524.61 53% 275,731,455.00 13,130,527.65 103,240,502.85 37% 157,926,046.96

FY 2024
Beginning Fund Estimated June Activity
Balance Revenues

PROPRIETARY/ENTERPRISE FUNDS
FYTD 2024 Actual
Revenues
FY 2024 FYTD 2024
Budgeted June Activity Actual
Expenditures Expenditures
T/D Ending Fund
Balance
564 RECYCLED WATER DIF 4,119,073.25 442,851.00 47,198.40 730,587.69 165% 3,972,364.00 - 82,117.65 0% 4,767,543.29 600 INTERNAL SERVICE FUND 8,359,174.89 1,814,483.00 1,584,188.89 87% 7,140,037.00 33,939.24 1,846,686.04 26% 8,096,677.74 700 WASTEWATER 7,574,329.71 13,461,665.00 176,174.67 12,455,852.49 93% 13,765,222.36 585,990.77 11,905,703.46 86% 8,124,478.74 705 WASTEWATER DIF 9,714,063.78 2,172,351.00 392,405.40 3,183,599.70 147% 7,971,505.00 366,155.51 5% 12,531,507.97 710 WASTEWATER CAPITAL PRO 107,266,694.48 22,813,296.00 5,343,930.96 23% 23,085,167.00 768,143.65 7,928,507.28 34% 104,682,118.16 750 TRANSIT (75,904.84) 3,032,770.00 254,703.61 3,196,767.42 105% 3,032,769.24 244,684.09 2,725,073.68 90% 395,788.90 755 Transit GASB 68 Fund 512,421.35 - 0% - - - 0% 512,421.35 760 TRANSIT CAPITAL PROJECTS 2,515,106.61 14,151,692.00 1,495,343.60 2,953,348.58 21% 14,151,692.00 1,495,343.60 2,989,955.72 21% 2,478,499.47 TOTALS 139,984,959.23 57,889,108.00 2,365,825.68 29,448,275.73 51% 73,118,756.60 3,128,101.35 27,844,199.34 38% 141,589,035.62