Beaumont City Council
December 6, 2022

Chapter 15.20

FIRE CODE
Sections:

15.20.010 Adoption of 2022 California Fire Code

15.20.020 Amendments to the 2022 California Fire Code

15.20.030 Violation —Penalty

15.20.010 Adoption of 2022 California Fire Code. Except as otherwise provided in this Chapter, the California Fire Code, Title 24, California Code of Regulations, Part 9, including Chapter 1, Division II - Scope and Administration, except that Section 103.2 and 111.3 are not adopted, and Chapters 3, 25, and Sections 403.11, 503, 510.2, 1103.2, and 5707 are adopted, including any and all amendments set forth in this chapter, and including any and all amendments thereto that may hereafter be made and adopted by the State of California, is hereby adopted as the City Fire Code.

15.20.020 Amendments to the 2022 California Fire Code. The 2022 California Fire Code is amended in part as follows:

A. SCOPE AND GENERAL REQUIREMENTS

1. Section 101.4 of the California Fire Code is deleted in its entirety and replaced with the following:
101.4 Severability. If any provision, clause, sentence or paragraph of this ordinance or the application thereof to any person or circumstances shall be held invalid, such invalidity shall not affect the other provisions of this ordinance which can be given effect without the invalid provision or application, and to this end, the provisions of this ordinance are hereby declared to be severable.

B. APPLICABILITY

1. Section 102.5 of the California Fire Code is amended as follows:
102.5 Application of residential code. Where structures are designed and constructed in accordance with the California Residential Code, the provisions of this code shall apply as follows:

1. Construction and design provisions of this code pertaining to the exterior of the structure shall apply including, but not limited to, premises identification, fire apparatus access and water supplies.

Where interior or exterior systems or devices are installed, construction permits required by Section 105.6 of this code shall apply.

2. Administrative, operational and maintenance provisions of this code shall apply.

3. Automatic fire sprinkler system requirements of this code shall apply to detached accessory buildings 3,600 square feet or greater in accordance with Section 903.2. The provisions contained in Section 903.2.18 of the California Fire Code or Section R309.6 of the California Residential Code may be used for the design of the automatic fire sprinkler system for detached private garages.

C. DUTIES AND POWERS OF THE FIRE CODE OFFICIAL.
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1. A new Section 104.1.1 is added to Section 104.1 of the California Fire Code to read as follows:
104.1.1 Authority of the Fire Chief and Fire Department.

1. The Fire Chief is authorized and directed to enforce all applicable State fire laws and provisions of this ordinance and to perform such duties as directed by the City Council.

2. The Fire Chief is authorized to administer, interpret and enforce this ordinance. Under the Fire Chief's direction, the Riverside County Fire Department is authorized to enforce ordinances of the City of Beaumont pertaining to the following:

2.1. The prevention of fires.

2.2. The suppression or extinguishment of dangerous or hazardous fires.

2.3. The storage, use and handling of hazardous materials.

2.4. The installation and maintenance of automatic, manual and other private fire alarm systems and fire extinguishing equipment.

2.5. The maintenance and regulation of fire escapes.

2.6. The maintenance of fire protection and the elimination of fire hazards on land, in buildings, structures and other property, including those under construction.

2.7. The maintenance of means of egress.

2.8. The investigation of the cause, origin and circumstances of fire and unauthorized releases of hazardous materials.

3. The following persons are hereby authorized to interpret and enforce the provisions of this ordinance and to make arrests and issue citations as authorized by law:

3.1. The Unit Chief, Peace Officers and Public Officers of the California Department of Forestry and Fire Protection.

3.2. The Fire Chief, Peace Officers and Public Officers of the Riverside County Fire Department.

3.3. The Riverside County Sheriff and any deputy sheriff.

3.4. The Police Chief and any police officer of any city served by the Riverside County Fire Department.

3.5. Officers of the California Highway Patrol.

3.6. Code Officers of the City of Beaumont Code Enforcement Department.

3.7. Peace Officers of the California Department of Parks and Recreation.

3.8. The law enforcement officer of the Federal Bureau of Land Management.

2. Sections 104.7 and 104.7.1 of the California Fire Code are deleted in their entirety and replaced with the following:
104.7 Liability. Any liability against Riverside County or the City of Beaumont or any officer or employee for damages resulting from the discharge of their duties shall be as provided by law.

3.. A new Section 104.13 is added to Section 104 of the California Fire Code to read as follows:
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104.13 Authority of the Fire Chief to close hazardous fire areas. Except upon National Forest Land, the Fire Chief is authorized to determine and announce the closure of any hazardous fire area or portion thereof. Any closure by the Fire Chief for a period of more than fifteen (15) calendar days must be approved by the Riverside County Board of Supervisors and/or the City Council within fifteen (15) calendar days of the Fire Chief's original order of closure. Upon such closure, no person shall go in or be upon any hazardous fire area, except upon the public roadways and inhabited areas. During such closure, the Fire Chief shall erect and maintain at all entrances to the closed area sufficient signs giving notice of closure. This section shall not prohibit residents or owners of private property within any closed area, or their invitees, from going in or being upon their lands. This section shall not apply to any entry, in the course of duty, by a peace officer, duly authorized public officer or fire department personnel. For the purpose of this section, "hazardous fire area" shall mean public or private land that is covered with grass, grain, brush or forest and situated in a location that makes suppression difficult resulting in great damage.

Such areas are designated on Hazardous Fire Area maps filed with the office of the Fire Chief.

D. PERMITS

1. A new Section 105.5.55 is added to section 105 of the California Fire Code to read as follows:
105.5.55 Commercial cooking with grease laden vapors. An operational permit is required for commercial cooking operations producing grease laden vapors requiring a Type I hood regulated by Chapter 6 and an automatic fire extinguishing system regulated by Chapter 9.

E. FEES

1. Section 107.2 of the California Fire Code is deleted in its entirety and replaced with the following:
107.2 Schedule of permit fees. Fees for services and permits shall be as set forth in the City of Beaumont fee schedule.

2. A new Section 107.7 is added to Section 106 of the California Fire Code to read as follows:
107.7 Cost recovery. Fire suppression, investigation, rescue or emergency medical costs are recoverable in accordance with Health and Safety Code Sections 13009 and 13009.1, as may be amended from time to time. Additionally, any person who negligently, intentionally or in violation of law causes an emergency response, including, but not limited to, a traffic accident, spill of toxic or flammable fluids or chemicals is liable for the costs of securing such emergency, including those costs pursuant to Government Code Section 53150, et seq, as may be amended from time to time. Any expense incurred by the Riverside County Fire Department for securing such emergency shall constitute a debt of such person and shall be collectable by Riverside County in the same manner as in the case of an obligation under contract, express or implied.

F. MEANS OF APPEALS

1. Section 111.1 of the California Fire Code is deleted in its entirety and replaced with the following:
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111.1 Board of appeals established. The Board of Appeals shall be the City Manager. If he or she determines an outside board is needed, he or she shall designate an outside hearing officer to hear the appeal. The Fire Chief shall be notified of any appeal and the Fire Chief or designee shall be in attendance at the appeal hearing. Depending on the subject of the appeal, specialized expertise may be solicited, at the expense of the applicant, for the purpose of providing input to the Appeals Board.

G. VIOLATIONS.

1. Section 112.4 of the California Fire Code is deleted in its entirety and replaced with the following:
112.4 Violation and penalties. It shall be unlawful for any person, firm, corporation or association of persons to violate any provision of this ordinance, or to violate the provisions of any permit granted pursuant to this code or Ordinance. Punishments and penalties for violations shall be in accordance with the City of Beaumont ordinances, fee schedule and Health and Safety Code Sections 17995 through 17995.5.

H. DEFINITIONS.

1. Section 202, definition of "Fire Chief" in the California Fire Code is deleted in its entirety and replaced with the following:

FIRE CHIEF. The Fire Chief of Riverside County or the Fire Chief's designee.

I. OPEN FLAMES.

1. Section 308.1.6.3 of the California Fire Code is deleted in its entirety and replaced with the following:
308.1.6.3 Sky lanterns or similar devices. A person shall not release or cause to be released a sky lantern or similar device.

J. FIRE APPARATUS ACCESS ROADS.

1. Section 503.2.1 of the California Fire Code is deleted in its entirety and replaced with the following:
503.2.1 Dimensions. Fire apparatus access roads shall have an unobstructed width of not less than 24 feet (7315 mm), exclusive of shoulders, except for approved security gates in accordance with Section 503.6, and an unobstructed vertical clearance of not less than 13 feet 6 inches (4115 mm). For additional requirements or alternatives see Riverside County Fire Department Standards and Policies, as may be amended from time to time.

2. Section 503.2.2 of the California Fire Code is deleted in its entirety and replaced with the following:
503.2.2 Authority. The fire code official shall be the only authority authorized to designate fire apparatus access roads and fire lanes and to modify the minimum fire lane access widths for fire or rescue operations.
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3. A new Section 503.6.1 is added to Section 503.6 of the California Fire Code to read as follows:
503.6.1 Automatic opener. New motorized gates shall be provided with means to be automatically opened remotely by emergency vehicle in accordance with Riverside County Fire Department standards and Policies, as may be amended from time to time.

Exception: Gates serving individual one- and two-family dwelling parcels.

4. A new Section 503.7 is added to Section 503 of the California Fire Code to read as follows:
503.7 Loading areas and passenger drop-off areas. On private properties, where fire apparatus access roads are utilized for loading or unloading or utilized for passenger drop-off or pick-up, an additional eight (8) feet of width shall be added to the minimum required width for the fire apparatus access road.

K. FIRE PROTECTION WATER SUPPLIES

1. A new Section 507.5.7 is added to Section 507 of the California Fire Code to read as follows:
507.5.7 Fire hydrant size and outlets. As determined by the fire code official, fire hydrant sizes and outlets shall be based on the following:

1. Residential Standard — one (1) four (4) inch outlet and one (1) two and half (2 1/2) inch outlet.

2. Super Hydrant Standard — one (1) four (4) inch outlet and two (2) two and one half (2 1/2) inch outlet.

3. Super Hydrant Enhanced — two (2) four (4) inch outlet and one (1) two and one half (2 %2) inch outlet.

2. A new Section 507.5.8 is added to Section 507 of the California Fire Code to read as follows:
507.5.8 Fire hydrant street marker. Fire hydrant locations shall be visually indicated in accordance with Riverside County Fire Department Technical Policy 06-11, as may be amended from time to time.

Any hydrant marker damaged or removed during the course of street construction or repair shall be immediately replaced by the contractor, developer or person responsible for removal or damage.

L. FIRE COMMAND CENTER

1. Section 508.1 of the California Fire Code is deleted in its entirety and replaced with the following:
508.1 General. Where required by other sections of this code and in all buildings classified as high-rise buildings by the California Building Code, in buildings greater than 300,000 square feet in area (27870 m2) and in Group I-2 occupancies having occupied floors located more than 75 feet above the lowest level of fire department vehicle access, a fire command center for fire department operations shall be provided and comply with Sections 508.1.1 through 508.1.7.

2. Section 508.1.1 of the California Fire Code is deleted in its entirety and replaced with the following:
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508.1.1 Location and access. The fire command center shall be located adjacent to the main lobby and shall be accessible from fire department vehicular access or as approved by the fire code official. The room shall have direct access from the building exterior at the lowest level of fire department access.

3. Section 508.1.3 of the California Fire Code is amended as follows:
508.1.3 Size. The fire command center shall be not less than 0.015 percent of the total building area of the facility served or 200 square feet (19 m2) in area, whichever is greater, with a minimum dimension of

0.7 times the square root of the room area or 10 feet (3048 mm), whichever is greater.

Where a fire command center is solely required because a building is greater than 300,000 square feet (27870 m2) , the fire command center shall have a minimum of 96 square feet (9 m2) with a minimum dimension of 8 feet (2438mm) where approved by the fire code official.

4. Section 508.1.6 of the California Fire Code is amended to add the following:

Exception: A fire command center solely required because a building is greater than 300,000 square feet in area shall comply with NFPA 72 and contain the features set forth in Section 508.1.6 subsections 5, 8, 10, 12, 13 and 14. The features set forth in Section 508.1.6 subsections 1, 2, 3, 4, 6, 7, 9, 11, 15, 16, 17, 18 and 19 shall be required when such building contains systems or functions related to these features.

5. A new Section 508.1.8 is added to Section 508 of the California Fire Code to read as follows:
508.1.8 Fire command center identification. The fire command center shall be identified by a permanent easily visible sign stating "Fire Dept. Command Center," located on the door to the fire command center.

M. FIRE PROTECTION AND UTILITY EQUIPMENT IDENTIFICATION AND ACCESS

1. Section 509.2.1 of the California Fire Code is amended to add the following:
509.2.1 Minimum clearances. A 3 -foot (914 mm) clear space shall be maintained around the circumference of exterior fire protection system control valves, or any other exterior fire protection system component that may require immediate access, except as otherwise required or approved.

N. MECHANICAL REFRIGERATION.

1. Section 608.11.1.2 of the California Fire Code is deleted in its entirety and replaced with the following:
608.111.2 Manual operation. When required by the fire code official, automatic crossover valves shall be capable of manual operation. The manual valves shall be located in an approved location immediately outside of the machinery room in a secure metal box or equivalent and marked as Emergency Controls.

O. AUTOMATIC SPRINKLER SYSTEMS.
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1. Section 903.2 of the California Fire Code is deleted in its entirety and replaced with the following:
903.2 Where required. In all new buildings and structures which are 3,600 square feet or greater, an approved automatic sprinkler system shall be provided regardless of occupancy classification. Where the Sections 903.2.1 — 903.2.21 of the California Fire Code require more restrictive requirements than those listed below, the more restrictive requirement shall take precedence.

Exception: Unless required elsewhere in this code or the California Building Code, automatic fire sprinkler systems shall not be required for the following:

1. Detached Group U occupancies used for agricultural purposes constructed in accordance with the California Building Code.

2. Detached non-combustible equestrian arena shade canopies that are open on all sides and used for riding only - no commercial, assembly or storage uses.

3. Detached fabric or non-combustible shade structures that are open on all sides and used to shade playground equipment, temporary storage of vehicles and dining areas with no cooking.

4. Where determined by the Fire Chief that no major life safety hazard exists, and the fuel load does not pose a significant threat to firefighter safety or to other structures or property, automatic fire sprinklers may be exempted.

One- and two-family dwellings shall have an automatic fire sprinkler system regardless of square footage in accordance with the California Residential Code. Fire sprinkler systems shall be installed in mobilehomes, manufactured homes and multifamily manufactured homes with two dwelling units in accordance with Title 25 of the California Code of Regulations.

The following exceptions in the California Fire Code shall not be allowed:
a. Exception in Section 903.2.3
b. Exception in Section 903.2.11.3

2. A new Section 903.3.5.3 is added to Section 903 of the California Fire Code to read as follows:
903.3.5.3 Hydraulically calculated systems. The design of hydraulically calculated fire sprinkler systems shall not exceed 90% of the water supply capacity.

P. DESIGNATION OF HIGH -PILED STORAGE AREAS.

1. A new Section is added to Section 3204.2 of the California Fire Code to read as follows:
3204.2.1 Minimum requirements for client leased or occupant owned warehouses. Designs of an automatic sprinkler system for client leased or occupant owned buildings containing high pile storage shall be based on the requirements of NFPA 13. The responsible fire protection engineer shall perform a survey of the building to determine commodity classification, storage configuration, building height and other information related to the development of an appropriate sprinkler system design. The fire protection engineer shall also make reasonable efforts to meet with the building owner or operator to understand seasonal or customer related fluctuations to the stored commodities, storage height, and 8

configuration. The sprinkler design shall be based on the most demanding requirements determined through the onsite survey and discussions with the building owner or operator. The technical report shall describe the basis for determining the commodity and sprinkler design selection, how the commodities will be isolated or separated, and include referenced design document(s), including NFPA 13 or the current applicable factory mutual data sheets. If a specific fire test is used as the basis of design, a copy of the fire test report shall be provided at the time of plan review.

Q. FIRE HAZARD SEVERITY ZONES.

1. A new Section 4904.2.1 is added to Section 4904 of the California Fire Code to read as follows:
4904.2.1 High Fire Hazard Severity Zone Maps. In accordance with Government Code Sections 51175 through 51189, Very High Fire Hazard Severity Zones (VHFHSZ), located in the Local Responsibility Area (LRA), are designated as shown on the most recently published VHFHSZ 1N LRA map, as recommended and published by the Director of the California Department of Forestry and Fire Protection (CAL FIRE), which may be revised from time to time. The most recent VHFHSZ IN LRA map is on file at the office of the Fire Chief, which supersedes other maps previously adopted designating high fire hazard areas.

R. APPENDIX B.

1. Table B 105.2 of the California Fire Code is amended as follows:

TABLE B105.2

REQUIRED FIRE -FLOW FOR BUILDINGS OTHER THAN ONE- AND
TWO-FAMILY DWELLINGS, GROUP R-3 AND R-4 BUILDINGS AND TOWNHOUSES

AUTOMATIC

SPRINKLER SYSTEM
(Design Standard)

MINIMUM FIRE -FLOW
(gallons per minute)

FLOW DURATION
(hours)
No automatic sprinkler
system
Value in Table B105.1(2)
Duration in Table
B105.1(2)
Section 903.3.1.1 of the
California Fire Code
50% of the value in Table
B 105.1(2)a
Duration in Table
B 105.1(2) at the reduced
flow rate
Section 903.3.1.2 of the
California Fire Code
50% of the value in Table
B 105.1(2)b
Duration in Table
B 105.1(2) at the reduced
flow rate
For SI: 1 gallon per minute = 3.785 L/m.
a. The reduced fire -flow shall be not less than 1,000 gallons per minute. b. The reduced fire -flow shall be not less than 1,500 gallons per minute.

S. APPENDIX C.

1. Section C103.1 of the California Fire Code is deleted in its entirety and replaced with the following:
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C103.1 Hydrant spacing. Fire apparatus access roads and public streets providing required access to buildings in accordance with Section 503 of the International Fire Code shall be provided with one or more fire hydrants, as determined by Section C102.1. Where more than one fire hydrant is required, the distance between required fire hydrants shall be in accordance with Sections C103.2 and C103.3. Fire hydrants shall be provided at street intersections.

15.20.030 Violation —Penalty. In the discretion of the Enforcement Officer, any person violating the provisions of this Chapter shall be issued an Administrative Citation pursuant to Beaumont Municipal Code Chapter 1.17 or shall be guilty of an infraction pursuant to Beaumont Municipal Code Chapter 1.16. In either case, the amount of the fine shall be the appropriate amount set forth in Section 1.16.030 of this Code. Each such violation shall be deemed a separate offense as specified in Section 1.16.040.

Notwithstanding the above, a first offense may be charged and prosecuted as a misdemeanor, punishable by a fine of $1,000.00 or 6 months in jail, or both.

In addition to the penalties provided in this Section, any condition caused or permitted to exist in violation of any of the provision of this Chapter shall constitute a public nuisance and may be abated by the City by civil process by means of a restraining order, preliminary or permanent injunction or in any manner provided by law for the abatement of such nuisance.

All remedies herein are cumulative and non-exclusive.

SECTION 6. Effective Date and Publication. The Mayor shall sign and the City Clerk shall certify to the passage of this Ordinance and cause the same or a summary thereof to be published within 15 days after adoption in accordance with Government Code Section 36933. This Ordinance shall take effect 30 days after adoption in accordance with Government Code Section 36937.

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

INTRODUCED AND READ for the first time and ordered posted at a regular meeting of the City Council of the City of Beaumont, California, held on the 15th day of November, 2022, by the following roll call vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

PASSED, APPROVED AND ADOPTED at a regular meeting of the City Council of the City of Beaumont, California, held on the 6th day of December, 2022.

AYES:

NOES:

ABSENT:

ABSTAIN:
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Mayor
ATTEST:

City Clerk
Approved as to form:

City Attorney
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EXHIBIT A

FINDINGS
I. Climatic Conditions:

A. The City of Beaumont located in Riverside County is located in Southern California and covers a vast and varied geographic area. The base climate in western Riverside County consists of semi- arid Mediterranean weather patterns. Eastern Riverside County is a desert area with Mohave Desert temperatures and weather patterns. Those two primary areas are divided by the San Bernardino Mountain Range. Both areas outside of the mountain terrain annually experience extended periods of high temperatures with little or no precipitation. Hot, dry winds, which may reach speeds of 70 M.P.H. or greater, are common to the area. Examples are: Santa Ana/ Foehn winds, afternoon surface - heating generated winds, and prevailing desert winds.

These climatic conditions cause extreme drying of vegetation and common building materials. Frequent periods of drought and low humidity add to the fire danger. This predisposes the area to large destructive fires (conflagration) which necessitates rapid identification, locating and extinguishment of all fires in the smallest stage possible. In addition to directly damaging or destroying buildings, these fires are also prone to disrupt utility services throughout the County. Obstacles generated by a strong wind, such as fallen trees, street lights and utility poles, will greatly impact the response time to reach an incident scene. During these winds, the inability to use aerial type firefighting apparatus would further decrease our ability to stop fires in large buildings and place rescue personnel at increased risk of injury.

B. Although Riverside County and the City of Beaumont occasionally experiences periods of significant drought, the County can also experience periods of substantial rainfall. Annual rainfall varying from three (3) inches in Blythe to over thirty three (33) inches in Pine Cove. When Riverside County does experience heavy rain, or rain over a period of days or weeks, many areas of the County are subject to flooding. Runoff from rain drains either naturally into rivers, washes, and creeks or into flood control facilities. Flash flooding is also a common problem, especially in the Coachella Valley and the easterly portions of the county. Flash flooding is typically associated with short duration, high intensity precipitation events often associated with summer thunderstorms. Such events can occur even during a drought.

C. Water demand in densely populated Southern California far exceeds the quantity supplied by natural precipitation; and although the population continues to grow, the already -taxed water supply does not. California is projected to increase in population by nearly 10 million over the next quarter of a century with 50 percent of that growth centered in Southern California. Due to storage capacities and consumption, and a limited amount of rainfall future water allocation is not fully dependable. This necessitates the need for additional and on -site fire protection features. It would also leave tall buildings vulnerable to uncontrolled fires due to a lack of available water and an inability to pump sufficient quantities of available water to floors in a fire.

D. These dry climatic conditions and winds contribute to the rapid spread of even small fires originating in high - density housing or vegetation. These fires spread very quickly and create a need for increased levels of fire protection.

The added protection of fire sprinkler systems and other fire protection features such as identification and notification will supplement normal fire department response by providing immediate protection for the building occupants and by containing and controlling the fire spread to the area of origin. Fire sprinkler systems will also reduce the use of water for firefighting by as much as 50 to 75 percent.
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II. Topographical conditions
A. Natural: The topographical conditions of Riverside County varies from three hundred (300) feet below sea - level, flat desert communities, to mountains over ten thousand (10,000) feet in Alpine -like areas of the San Bernardino Mountain Range. In between these areas, developable slopes of 25 percent and greater generally occur throughout the foothills. Riverside County extends from Orange County to the State of Arizona and is mixed with congested urban areas, rural lands and wild lands. A large number of sensitive habitats for various animal species and vegetation consist within large open space areas between major urban centers that impact building and structure location, which impedes emergency access and response. This variety in regions contributes to an increased emergency response time, which necessitates cooperation between local agencies.

B. Traffic and circulation congestion is an artificially created, obstructive topographical condition, which is common throughout Riverside County.

C. These topographical conditions combine to create a situation, which places fire department response time to fire occurrences at risk, and makes it necessary to provide automatic on -site fire -extinguishing systems and other protection measures to protect occupants and property.

III. Geological Conditions
Located within Riverside County are several known active and potentially active earthquake faults, including the San Andreas, San Jacinto, and Elsinore Fault. In the event of an earthquake, the location of the epicenter as well as the time of day and season of the year would have a profound effect on the number of deaths and casualties, as well as property damage.

The major form of direct damage from most earthquakes is damage to construction. Bridges are particularly vulnerable to collapse, and dam failure may generate major downstream flooding. Buildings vary in susceptibility, dependent upon construction and the types of soils on which they are built. Earthquakes destroy power and telephone lines; gas, sewer, or water mains; which, in tum, may set off fires and/or hinder firefighting or rescue efforts. The hazard of earthquakes varies from place to place, dependent upon the regional and local geology. Ground shaking may occur in areas 65 miles or more from the epicenter (the point on the ground surface above the focus). Ground shaking can change the mechanical properties of some fine grained, saturated soils, where upon they liquefy and act as a fluid (liquefaction).

A. Previous earthquakes in southern California have been accompanied by disruption of traffic flow and fires. A severe seismic event has the potential to negatively impact any rescue or fire suppression activities because it is likely to create obstacles similar to those indicated under the high wind section above. With the probability of strong aftershocks there exists a need to provide increased protection for anyone on upper floors of buildings.

B. Road circulation features located throughout the County also make amendments reasonably necessary. Located through the County are major roadways, highways and flood control channels that create barriers and slow response times. Hills, slopes, street and storm drain design accompanies with occasional heavy rainfall, causes roadway flooding and landslides and at times may make an emergency access route impassable. There are areas in Riverside County that naturally have extended emergency response times that exceed the 5 minute goal.

California Health and Safety Code Sections 17958.7 and 18941.5 require that the modification or change be expressly marked and identified as to which each finding refers. Therefore, the City Council finds that the following table sets forth the 2022 California Fire Code sections that have been modified and the associated local climatic, geological and/or topographical conditions described above supporting the modification. 2

2022 CODE

SECTION

TITLE/SUBJECT

FINDINGS I,

II, III
101.4
Severability
Administrative
102.5
Application of residential code

I, II & III
104.1.1
Authority of the Fire Chief and Fire Department
Administrative
104.7 and 104.7.1
Liability
Administrative
104.13
Authority of the Fire Chief to close hazardous fire areas Administrative
105.5.55
Commercial cooking with grease laden vapors.

Administrative
107.2
Schedule of permit fees
Administrative
107.7
Cost Recovery
Administrative
111.1
Board of Appeals established
Administrative
112.4
Violation and Penalties
Administrative
202
Fire Chief
Administrative
308.1.6.3
Sky Lanterns or similar devices

I, II & III
503.2.1
Dimensions
Administrative
503.2.2
Authority
Administrative
503.6.1
Automatic opener
Administrative
503.7
Loading areas and passenger drop-off areas
Administrative
507.5.7
Fire hydrant size and outlets

I & III
507.5.8
Fire hydrant street marker

I, II & III
508.1, 508.1.1,
508.1.3
Fire command center

I, II & III
509.2.1
Minimum clearances

I & III
608.11.1.2
Manual operation

II & III
903.2
Where required (automatic sprinkler systems)

I, II & III
903.3.5.3
Hydraulically calculated systems
I & II
3204.2.1
Minimum requirements for client leased or occupant owned warehouses
Administrative
4904.2.1
High Fire Hazard Severity Zone Maps
Administrative
3

App Ch B, Table
B105.2
Fire -Flow - Buildings other than one- or two-family dwellings I, II & III App Ch C, C103.1
Hydrant spacing

I, II & III
4

BAUME ONTA -C A L I F O R N I
Staff Report
TO: City Council
FROM: Jennifer Ustation, Finance Director
DATE December 6, 2022
SUBJECT: Approval of Correct Gann Limit for FY2021-22
Description Approve corrected resolution for the FY2021-22 Gann Limit.

Background and Analysis:

In November 1979, Proposition 4 (Gann Initiative) was adopted by the State of California. Proposition 4 created Article XIIIB of the State Constitution placing limits on the amount of revenue which can be spent by all entities of government. Proposition 4 was modified by Proposition 111 in June 1990. Proposition 111 provided new adjustment formulas for the calculation of the annual appropriations limit.

The appropriations limit is based on actual appropriations during the 1978-79 fiscal year and is increased each year using the growth of population and inflation. Not all revenues are restricted by the appropriations limit, only those that are referred to as "proceeds of taxes."
The limit is calculated by taking the prior year's limit and applying growth factors as appropriate. The growth factors are determined by 1) the change in population in either the City or the County, and 2) the change in per capita income or non-residential new construction.

It was discovered that the original resolution of the FY2021-22 Gann appropriation limit had an incorrect amount of $103,059,285 and it should have been $102,172,797.

Fiscal Impact:

There is no fiscal impact. The estimated cost to prepare this report is $55.

Recommended Action:

Waive the full reading and adopt by title only a "Resolution of the City Council of the City of Beaumont, approving the Appropriation Limit for the 2021-22 Fiscal Year."

Attachments:

A. Appropriation Limit Calculation for the Fiscal Year ending June 30, 2022 B. Resolution of the City Council approving the FY2021-22 Appropriation Limit

CITY OF BEAUMONT

APPROPRIATION LIMIT CALCULATION
FOR THE YEAR ENDING JUNE 30, 2022
APPROPRIATION LIMIT JUNE 30, 2021 $ 94,880,293
PRICE CHANGE (1):

PER CAPITA INCOME

NON-RESIDENTIAL

NEW CONSTRUCTION

GREATER OF TWO OPTIONS

5.73%

1.91%

5.73%
POPULATION CHANGE (2):

BEAUMONT 1/1/21 1.85%
RIVERSIDE COUNTY 1/1/21 0.67%
GREATER OF TWO OPTIONS 1.85%
CALCULATION FACTOR FOR JUNE 30, 2021

PER CAPITA PERCENTAGE INCREASE

POPULATION PERCENTAGE INCREASE
TOTAL (PER CAPITA x POPULATION)
GROSS APPROPRIATION LIMIT JUNE 30, 2022
ADJUSTMENTS:

APPROPRIATIONS LIMIT FOR 2021-2022

PROCEEDS OF TAXES SUBJECT TO APPROPRIATION

AMOUNT LIMIT EXCEEDS TAXES SUBJECT TO LIMIT

1.0573

1.0185

1.07686005
$ 102,172,797
0 $ 102,172,797
21,424,656
$ 80,748,141
CONCLUSION: THE CITY HAS NOT EXCEEDED ITS APPROPRIATION LIMIT FOR THE '20-21 YEAR.

THE CITY WILL NOT EXCEEDED ITS APPROPRIATION LIMIT FOR THE '21-'22 YEAR. (1) ALLOWED TO USE THE LARGER OF THE STATE'S PER CAPITA INCOME INCREASE OR THE CITY'S

INCREASE IN TAXABLE PROPERTY VALUES DUE TO NON-RESIDENTIAL CONSTRUCTION AS A PERCENTAGE OF THE TOTAL TAXABLE VALUE INCREASE.
(2) ALLOWED TO USE THE LARGER OF CITY'S OR COUNTY'S PERCENTAGE POPULATION INCREASE

RESOLUTION NO. 2022 -

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BEAUMONT, CALIFORNIA APPROVING THE APPROPRIATION LIMIT FOR THE 2021-22

FISCAL YEAR
WHEREAS, this resolution is rescinding resolutions 2022-03; and WHEREAS, Article XIIIB of the Constitution of the State of California was adopted in November 1979, establishing Proposition 4, placing limits on the amount of revenue which can be appropriated by any governmental agency in any fiscal year; and WHEREAS, Proposition 111 was adopted in June 1990, amending Proposition 4, to change adjustments factor's to using the greater of the percentage change in population in the City or the County, and greater of the percentage change in per capita income or non- residential new construction; and
WHEREAS, the percentage change in population was 1.85% for FY2022 in the City of Beaumont and the percentage change in State per capital personal income was 5.73% for Fiscal Year 2021-22, and
WHEREAS, the "proceeds of taxes" for the City of Beaumont will not exceed the appropriations limit for Fiscal Year 2021-22,
NOW, THEREFORE IT IS HEREBY RESOLVED, by the City Council of the City of Beaumont, California, as follows:

Section 1. That the appropriations limit for the City of Beaumont for Fiscal Year 2021- 22 shall be $102,172,797,
Section 2. That the adjustment factors used in calculating the new limit shall be the percentage changes 1) in the population of the City of Beaumont, and 2) State per capita personal income change over prior year
MOVED, PASSED AND ADOPTED this 6th day of December 2022, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:
, Mayor
ATTEST:

Deputy City Clerk

BAUME ONTA -C A L I F O R N I
Staff Report
TO: City Council
FROM: Robert L. Vestal, Assistant Public Works Director DATE December 6, 2022
SUBJECT: Bond Exoneration
Description Performance bond exonerations for street improvements associated with Tracts 33096-2, 27971-1, 27971-2, 27971-3, and 27971-5
Background and Analysis:

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

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

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

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

Table No. 1 — Summary of Bonds recommended to be exonerated.

Project
Performance
Bond Number
Improveme
nt
File
Numbe
r
Maintenance
Bond
Number
Principal
Tract Map
No. 33096-2
5026143
Street
1708A
LICX124953
K. Hovnanian
Four Seasons at
Beaumont, LLC
Tract Map
No. 27971-1
1001054051
Street
3140
0827481
RSI
Communities -
California LLC
Tract Map
No. 27971-2
1001054052
Street
3141
0827482
RSI
Communities -
California LLC
Tract Map
No. 27971-3
1001054053
Street
3139
0827483
RSI
Communities -
California LLC
Tract Map
No. 27971-5
1001054054
Street
3138
0827484
RSI
Communities -
California LLC
Therefore, City staff recommends that City Council accept the maintenance bonds and authorize City staff to issue a bond exoneration letter for the performance and payment bonds.

Fiscal Impact:

The cost of preparing the staff report is estimated to be $350. The developer maintains all associated improvements during the maintenance period. The City is not liable for public improvement maintenance until the public improvements are accepted into the publicly maintained system. Tract Map No. 27971 (all phases) are privately maintained and will not be accepted into the publicly maintained system.

Recommended Action:

Authorize City staff to issue a Bond Exoneration Letter for Performance and Payment Bonds and Accept Maintenance Bonds for (Project / Bond Number / Improvement / Maintenance Bond Number):
• Tract Map No. 33096-2/ 5026143 / Street / LICX124953
• Tract Map No. 27971-1 / 1001054051 / Street / 0827481 • Tract Map No. 27971-2 / 1001054052 / Street / 0827482 • Tract Map No. 27971-3 / 1001054053 / Street / 0827483 • Tract Map No. 27971-5 / 1001054054 / Street / 0827484

Attachments:

A. PW2018-0159 - TR 33096-2 Bond Exoneration Packet
B. PW2021-0754 - TR 27971-2 Bond Exoneration Packet
C. PW2021-0758 - TR 27971-3 Bond Exoneration Packet
D. PW2021-0759 - TR 27971-5 Bond Exoneration Packet
E. PW2021-0753 - TR 27971-1 Bond Exoneration Packet

City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
(951) 769-8520
www.ci.beaumont.ca.us
Case No. ?W a.b - Oi 5°I
Receipt No.

Fee $ 3,484.43
Date Paid

BOND EXONERATION APPLICATION
Bond Type: Werformance ['Maintenance Willa' Monument Inspection ❑Other:

1. Contact's Name Keillks.,/- `�tc�vbehj Phon( '9) ,.22- 09% 30

2. Contact's Address ItIO O 6-chamge Sur 'le. 02110 -✓'Vim.% C1A- 526 02— City/State/Zip

6. Contact's E-mail kiwuk i ;,,,j -e. 'ay. co,.,_

3. Developer NamI</ 0 ViUtift(ac-. 41— 3ectu tvt d PhonC7l4') 36J '/-5-DJ (If corporation or partnership application must include names of principal officers or partners)

4. Developer Address�6O t � Sui1' _be 7rvthp e'/I 9? 6a Z City/St/Zip

5. Description of Bonds (including Bond Number, Tract Map/Application number, File number, and description of improvements covered, must use separate application for each Map/Tract)
'%,-t 3 3 d'1,6 - Bond 5026143 Street Improvements
•

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

Kv'-' 11. A.4,[v��;
Print Name and Sigma �Cozitact/Applicant

7. Contractor shall indemnify, defend, and hold harmless the City and its officers, officials, employees and volunteers from and against any and all liability, loss, damage, expense, costs (including without limitation costs and fees of litigation) of every nature arising out of or in connection with contractor's performance of work hereunder or its failure to comply with any of its obligations for which this Bond exoneration is requested, except for such loss or damage which was caused y thy ctive negligence of the City. coy
Print Name and Sign - C a tact/Applicant

Four Seasons Punch List
Project Name: Street Improvement
Inspected By: Kevin Norville
Item
No.
1 2
Description
Page: 1 of 1
Construct all curb ramps per Riverside
County No. 403 all curb ramps missing
truncated domes
Construct all driveway approaches per
Riverside County Standard No. 207 (21
Approaches no ADA path of travelL
3 Crack seal all cracks in AC pavement
4 Curb ramp N/E corner Whites Sands &
Signal Peak exceeds the max percent of

8.33 per. Riverside Standard No. 403
5 All Geotechnical Reports
[COMPANY NAME]
ompleted by
Construction
(Sign/Date)
Project Number:TR33096-2
Date: 2/20/18
Accepted by
(Sign/Date)

DocuSign Envelope ID: 7A50BC63-B684-4405-9309-77C3DEAC25DF Bond No.: LICX1214953

MAINTENANCE BOND
WHEREAS, the City of Beaumont ("City"), a municipal corporation, and K. Hovnanian Four Seasons at Beaumont, LLC (hereinafter "Principal"), have entered into an agreement by which Principal agrees to install and complete certain designated public improvements and to guarantee and warrant the work for the period of one year following its completion and acceptance, which said agreement, dated November 1, 2022 . and identified as TR 33096-2 K. Hov Street is hereby referred to and made a part hereof; and:

Improvements
WHEREAS, Principal is required under the terms of the agreement to furnish a bond to guarantee and warrant the work for a period of one year following its completion and acceptance against any defective work or labor done, or defective materials furnished, to comply with the terms of the agreement.

NOW, THEREFORE, we, the Principal and Lexon Insurance Company ("Surety") admitted and duly authorized to transact business under the laws of the State of California as surety, are held and firmly bound unto the City of Beaumont as obligee, in the penal sum of One Hundred Three Thousand * dollars ($103,561.99) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors, and administrators, jointly and severally, firmly by these presents. *Five Hundred Sixty -One and 99/100
The condition of this obligation is such that if the above bounded Principal, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, provisions in the agreement and any alteration thereof made as therein provided, on his or its part to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City of Beaumont, its officers, agents and employees, as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As a condition precedent to the satisfactory completion of the agreement, the obligation of the Principal and surety under this bond shall remain in effect for a period of one (1) year after the completion and acceptance of the work. During that time, if the Principal or his or its heirs, executors, administrators, successors or assigns, fails to make full, complete and satisfactory repair and replacement or totally protect the City from any loss or damage made evident during that year which results from or is caused by either defective materials or faulty workmanship in the prosecution of the work, then the obligation shall remain in full force and effect. However, anything in this paragraph to the contrary notwithstanding, the obligation of the Surety shall continue so long as any obligation of the Principal remains.

As a part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City of Beaumont in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.

The Surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the agreement or to the work to be performed thereunder or the specifications accompanying the same shall in anywise affect its obligations under this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the agreement or to the work or to the specifications. The Surety waives all rights of subrogation against the City or any person employed by the City.
[signatures on following page]

DocuSign Envelope ID: 7A50BC63-B684-4405-9309-77C3DEAC25DF SIGNED AND SEALED THIS 14.11 DAY OF
November 20=2
(Seal) (Seal)
Lexon Insurance Company K. Hovnanian Four Seasons at Beaumont, LLC SURE. Y I PRINCIPAL
By:

D. Garcia, Attorney -In -Fact
By
(Name) D. Garcia, Attorney -In -Fact (Name) Steve Scherbarth (Address) 777 S. Figueroa Street, Ste. 5200
Los Angeles, CA 90017
By:
(Title) Area President
(Address) 1260 Corona Pointe Court
Suite 301 Corona, CA 92879
(Name)
(Title)
(Address)

ALL SIGNATURES MUST BE ACKNOWLEDGED BY A NOTARY PUBLIC

CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California
County of Los Angeles
on Nov 14 2422 before me, KD Wapato. Notary Public, personally appeared D. Garcia who proved to me on the basis of satisfactory evidence to be the persons) whose name(s) is/arc subscribed to the within instrument and acknowledgment to me that he/she/they executed the same in his/her/fir authorized capacity(ies), and that by his/her/theif signature(s) on the instrument the person(-), or the entity upon behalf of which the person(s) acted, executed the instrument.
w
CC

KD WAPATO
COMM. #2
359548

NOTARY PUBLIC - CALIFORNIA

LOS ANGELES COUNTY
My My Comm,Expires May 30, 2025
17 0)
m
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

Witness my hand and official seal.

Signature
KD fapafo, Notary Public

SOMPO INTERNATIONAL

INSURANCE

POWER OF ATTORNEY
2775
KNOW ALL BY THESE PRESENTS, that Endurance Assurance Corporation, a Delaware corporation, Endurance American Insurance Company, a Delaware corporation, Lexon Insurance Company, a Texas corporation, and/or Bond Safeguard Insurance Company, a South Dakota corporation, each, a "Company" and collectively, "Sompo International," do hereby constitute and appoint: Janina Monroe, Timothy Noonan,Adriana Valenzuela, Jennifer G. Ochs, Charles R. Teter III, Lisa Marie Saumur, Erin Brown, B. Aleman, KD Wapato, Marina Tapia, Edward C. Spector, Ethan Spector, Aidan Smock, Lisa Crail, Simone Gerhard, D. Garcia as true and lawful Attorney(s)-In-Fact to make, execute, seal, and deliver for, and on its behalf as surety or co -surety; bonds and undertakings given for any and all purposes, also to execute and deliver on its behalf as aforesaid renewals, extensions, agreements, waivers, consents or stipulations relating to such bonds or undertakings provided, however, that no single bond or undertaking so made, executed and delivered shall obligate the Company for any portion of the penal sum thereof in excess of the sum of ONE HUNDRED MILLION Dollars ($100,000,000.00).

Such bonds and undertakings for said purposes, when duly executed by said attorney(s)-in-fact, shall be binding upon the Company as fully and to the same extent as if signed by the President of the Company under its corporate seal attested by its Corporate Secretary.

This appointment is made under and by authority of certain resolutions adopted by the sole shareholder of each Company by unanimous written consent effective the le day of June, 2019, a copy of which appears below under the heading entitled "Certificate".

This Power of Attorney is signed and sealed by facsimile under and by authority of the following resolution adopted by the sole shareholder of each Company by unanimous written consent effective the 15th day of June, 2019 and said resolution has not since been revoked, amended or repealed:

RESOLVED, that the signature of an individual named above and the seal of the Company may be affixed to any such power of attomey or any certificate relating thereto by facsimile, and any such power of attomey or certificate bearing such facsimile signature or seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached.

IN WITNESS WHEREOF, each Company has caused this instrument to be signed by the following officers, and its corporate seal to be affixed this 15th day of June, 2019.

Endurance Assurance Corporatio
f'
Richard Appel l8..enior Couns
el
sel
i,,�Pgsurance N.
g e°17 C • O�a��Pto�r g4T C'o'R.

O I
�: SEAT, �.
,o =
', 2002 %''
% :0, , DELAWARE,.' ° i"
Endurance American
In urauce-Goampa/ry
By: Lsrii i T6 f
Richard Appet;4$VP"B.,Senior Counsel
"'wan fOs4r,�'
r cc• Q�kP°F�aT F•.air
c°,) 01
996
DELAWARE. 'a
4""u4,uuuNl.+a' ACKNOWLEDGEMENT
Lexon Insurance Company
rn1x
yr
Richard Appel;
Bond Safeguard
In7ura?cu,Cotupar}Y
Richard App ela,$VP•8 eniorCourisel
"�O tNSU%
•
SOUTH 0
DAKOTA ; O 5.

INSURANCE `a

COMPANY
On this 15th day of June, 2019, before me, personally came the above signatories known to me, who being duly swom, did depose and say that he/tl raf tafficer of each of the Companies; and that he executed said instrument on behalf of each Company by authority of his offic under th by/ws of each Company,,,` .-••- aua

CERTIFICATE
I, the undersigned Officer of each Company, DO HEREBY CERTIFY that:

1. That the original power of attomey of which the foregoing is a copy was duly executed on behalf of each Company and has not since been revoked, amended or modified; that the undersigned has compared the foregoing copy thereof with the original power of attorney, and that the same is a true and correct copy of the original power of attorney and of the whole thereof;

2. The following are resolutions which were adopted by the sole shareholder of each Company by unanimous written consent effective June 15, 2019 and said resolutions have not since been revoked, amended or modified:
"RESOLVED, that each of the individuals named below is authorized to make, execute, seal and deliver for and on behalf of the Company any and all bonds, undertakings or obligations in surety or co -surety with others: RICHARD M. APPEL, BRIAN J. BEGGS, CHRISTOPHER DONELAN, SHARON L. SIMS, CHRISTOPHER L. SPARRO, MARIANNE L. WILBERT
; and be it further
RESOLVED, that each of the individuals named above is authorized to appoint attorneys -in -fact for the purpose of making, executing, sealing and delivering bonds, undertakings or obligations in surety or co -surety for and on behalf of the Company."

3. The undersigned further certifies that the above resolutions are true and correct copies of the resolutions as so recorded and of the whole thereof.

IN WITNESS WHEREOF, I have hereunto set my hand and affbked the corporate seal this 14th day of November 1, 20 22 .

By: rJ r
Amy aylor, Not. ublic My Commissfiin Expires 5i9f23,
,, C(N"
flfllf M�. `
RAM
By:

Daniel S. i de, * retary
NOTICE: U. S. TREASURY DEPARTMENT'S OFFICE OF FOREIGN ASSETS CONTROL fOFAC] No coverage is provided by this Notice nor can it be construed to replaceany provbionsofany srrety bond or other surety coverage provided. This Notice provides information cmcenig possible impact on your surety coverage due to directives issued by OFAC. Please read this Notice carefully.

The Office of Foreign Assets Control (OFPC) admiristers and enforces sanctions policy, based on Presidential declarations of "national emergency". OFAC has identified and fated numerous foreign agents, front organizations, terrorists, terrorist crganizatbns, and narcotics traffickers as "Specially Designated Nationals and Blocked Persons". This list can be located on the United States Treasury's website — https://www.Ireasuiy nov/resource-center/sanctions/SDN-List.

In accordance with OFAC regulations, 11 it is determined that you or any other person or entity claiming the benefits of any coverage has violated U.S. sanctions law or is a Special/ Designated National and Docked Person, as identified by OFAC, arty coverage wil be considered a blocked or frozen contract and all provisbns of any coverage provided are immediatey subject to OFAC. When a surety bond or other form of surety coverage is considered to be sucha blocked or frozen contract, no payments nor premium refunds may be made without authorization from OFAC. Other limiationson the premiums and paymerts may also apply.

Any reproductions are void.

Surety Claims Submission: LexonClaimAdministration6tsompo-inttcom Telephone: 615-553-9500 Mailing Address: Sompo lnternational; 12890 Lebanon Road; Mount Juliet, TN 37122-2870

CALIFORNIA ACKNOWLEDGMENT
CIVIL CODE § 1189
-4ss = h3, ,a ws
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California
County of Riverside
on /lid!/. 1 '/ rtirDe
Date
}
before me, Amy R. Williams, Notary Public
Here Insert Nome and Title of the Officer
personally appeared Steve Scherbarth
Name(s) of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/#+er/heir authorized capacity(ies), and that by his/ +er{their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the
°_, AMY R. wli t lAMS , laws of the State of California that the foregoing Notary Public • California
Riverside County paragraph is true and correct.

Commission # 2301191 rairi
My Comm. Expires Aug 12, 2023
Place Notary Seal and/or Stamp Above
WITNESS my hand and official seal.

Signature

OPTIONAL
!n.

Signature of Notary Public
Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document.

Description of Attached Document
Title or Type of Document:

Document Date: Number of Pages:

Signer(s) Other Than Named Above:

Capacity(ies) Claimed by Signer(s)
Signer's Name: Signer's Name:
❑ Corporate Officer — Title(s): 0 Corporate Officer — Title(s):
❑ Partner — 0 Limited 0 General 0 Partner — 0 Limited 0 General ❑ Individual 0 Attorney in Fact 0 Individual 0 Attorney in Fact ❑ Trustee 0 Guardian or Conservator ❑ Trustee 0 Guardian or Conservator ❑ Other: 0 Other:

Signer is Representing: Signer is Representing:
©2019 National Notary Association

trnp

PERFORMANCE BOND

CALIFORNIA PUBLIC WORK
Bond No. 5026143
Premium: $9,321.00
2 year term
KNOW ALL MEN BY THESE PRESENTS: That we K. Hovnanian's Four Seasons at Beaumont. LLC 2525 Campus Drive Irvine. CA 92612 , Principal,
and Bond Safeauard Insurance Com:any , Surety, a
corporation organized and existing under the laws of the State of IL and authorized to transact surety business in the State of California, are held and firmly bound unto City of Beaumont
550 E. 6th Street Beaumont, CA 92223
Obligee, in the sum of One Million Thirty Five Thousand Six Hundred Nineteen Dollars and 85/100 Dollars ($ 1,035,619.85 ) for payment of which we bind ourselves, our legal representatives, successors and assigns, jointly and severally, firmly by these presents.

WHEREAS, Principal has entered into a contract with Obligee, dated for Tract No. 33096-2 Four Seasons at Beaumont Ph B Monarch copy of which contract is by reference made a part hereof.

NOW, THEREFORE, if Principal shall faithfully perform such contract or shall indemnify and save harmless the Obligee from all cost and damage by reason of Principal's failure so to do, then this obligation shall be null and void; otherwise it shall remain in full force and effect. No right of action shall accrue under this bond to or for the use of any person other than the said Obligee.

Signed, sealed and dated
July 13, 2007
K. Hovnanian's Four Seasons at Beaumont, LLC

SYLVIA SMITH, VICE PRESIDENT/OPERATIONS
K. HOVNANIAN COMPANIES OF CALIFORNIA, INC.

AUTHORIZED AGENT
Principal
Bond guarh afrce Company
ina Monroe Attorney -in -Fact
(Seal)

CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California
County of _ Orange_
On `JUL 1 3 2607
personally appeared
before me,
Paris Shahabi, Notary Public
Janina Monroe
I personally known to me — OR - ❑ proved to me
Name and Title of Officer (e.g., "Jane Doe. Notary Public") Names) of Signer(s)
on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within Instrument and acknowledged to me that he/she/they executed the
same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

WITNESS rxw hand and official s

OPTIONAL
Signature of Notary Public
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document.

Description of Attached Document
Title or Type of Document:

Document Date: Number of Pages:

Signer(s) Other Than Named Above:

Capacity(ies) Claimed by Signer(s)
Signer's Name: _ Signer's Name:
❑ Individual
❑ Corporate Officer
❑ Title(s):
❑ Partner — ❑ Limited ❑ General
® Attorney -in -Fact
❑ Trustee
0 Guardian or Conservator
❑ Other:

Signer Is Representing:

RIGHT THUMBPRINT

OF SIGNER
Top of thumb here
❑ Individual
❑ Corporate Officer
0 Title(s):
0 Partner — ❑ Limited 0 General
❑ Attorney -in -Fact
❑ Trustee
0 Guardian or Conservator
❑ Other:

Signer Is Representing:

RIGHT THUMBPRINT

OF SIGNER
Top of thumb here
BD -1133 9/97

POWER OF ATTORNEY AO
and Safeguard INSURANCE COMPANY
KNOW ALL MEN BY THESE PRESENTS, that BOND SAFEGUARD INSURANCE COMPANY, an Illinois Corporation with its principal office in Lombard, Illinois, does hereby constitute and appoint: Janina Monroe, Thomas G. McCall. Maria A. Quiroz, * Paul Boucher ******************************************************************************* its true and lawful Attorney(s)-In-Fact to make, execute, seal and deliver for, and on its behalf as surely, any and all bonds, undertakings or other writings obligatory in nature of a bond.

This authority is made under and by the authority of a resolution which was passed by the Board of Directors of BOND SAFEGUARD INSURANCE COMPANY on the 7th day of November, 2001 as follows:

Resolved, that the President of the Company is hereby authorized to appoint and empower any representative of the Company or other person or persons as Attorney -In -Fact to execute on behalf of the Company any bonds, undertakings, policies, contracts of indemnity or other writings obligatory in nature of a bond not to exceed $1,000,000.00, One Million Dollars, which the Company might execute through its duly elected officers, and affix the seal of the Company thereto. Any said execution of such documents by an Attorney -In -Fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company. Any Attorney -In -Fact, so appointed, may be removed for good cause and the authority so granted may be revoked as specified in the Power of Attorney.

Resolved, that the signature of the President and the seal of the Company may be affixed by facsimile on any power of attorney granted, and the signature of the Vice President, and the seal of the Company may be affixed by facsimile to any certificate of any such power and any such power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company.

Any such power so executed and sealed and certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Company.

IN WITNESS THEREOF, BOND SAFEGUARD INSURANCE COMPANY has caused this instrument to be signed by its President, and its Corporate seal to be affixed this 7th day of November, 2001.

BOND SAFEGUARD INSURANCE COMPANY
BY

ACKNOWLEDGEMENT
David E. Campbell
President
On this 7th day of November, 2001, before me, personally came David E. Campbell to me known, who being duly sworn, did depose and say that he is the President of BOND SAFEGUARD INSURANCE COMPANY, the corporation described in and which executed the above instrument; that he executed said instrument on behalf of the corporation by authority of his office under the By-laws of said corporation.
"OFFICIAL SEAL"
MAUREEN K. AYE
Notary Public, State of Illinois
My Commission Expires 09/21/09

CERTIFICATE
aureen K. Aye
tary Public
I, the undersigned, Secretary of BOND SAFEGUARD INSURANCE COMPANY, An Illinois Insurance Company, DO HEREBY CERTIFY that the original Power of Attorney of which the foregoing is a true and correct copy, is in full force and effect and has not been revoked and the resolutions as set forth are now in force.

Signed and Sealed at Lombard, Illinois this
Day of JUL .1 3 2007 , 20

Donald D. Buchanan
Secretary

STATE OF CALIFORNIA

COUNTY OF ORANGE
On -Zl 7 , 200 7 before me, Christine Lee, a Notary Public, personally appeared Sylvia Smith, personally known to me (or proved to me on the basic of satisfactory evidence:}4o be the person whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her authorized capacity, and that by her signature on the instrument the person, or the entity upon behalf of which the person acted, executed the within instrument.

WITNESS my hand and official seal.
[Civil Code §1189]

CHRISTINE LEE
Commission # 1578215
Notary Public - California
Orange County
My Comm. Expires May 13, 2009

PAYMENT BOND

CALIFORNIA PUBLIC WORK
Bond No.5026143
Premium Included In Performance Bond
KNOW ALL MEN BY THESE PRESENTS, That we, K. Hovnanian's Four Seasons at Beaumont LLC 2525 Campus Drive Irvine, CA 92612 , as Principal, and
Bond Safeguard Insurance Company corporation
organized and existing under the laws of the State of IL and authorized to transact surety business in the State of California, as Surety, are held and firmly bound unto City of Beaumont 550 E. 6th Street Beaumont. CA 92223 , as Obligee, in the sum of One Million Thirty Five Thousand Six Hundred Nineteen Dollars and 85/100
Dollars ($ 1,035,619.85 ), for the payment whereof, well and truly to be made, said Principal and Surety bind themselves, their heirs, administrators, successors and assigns, jointly and severally, firmly by these presents.

WHEREAS, the above -bounded Principal has entered into a contract, a copy of which contract is by reference made a part hereof, dated with the obligee for Tract No. 33096-2 Four Seasons at Beaumont Ph B Monarch NOW, THEREFORE, if the above -bounded Principal or his subcontractors shall fail to pay any of the persons named in Section 3181 of the Civil Code of the State of California, or amounts due under the Unemployment Insurance Code with respect to work or labor performed by any such claimant, or any amounts required to be deducted, withheld and paid over the Franchise Tax Board from the wages of employees of the Principal or his sub -contractors pursuant to Section 18806 of the Revenue and Taxation Code, with respect to such work and labor, Surety will pay for the same, in an agreeable amount not exceeding the amount specified in this bond, and also, in case suit is brought upon this bond, a reasonable attorney's fee, to be fixed by the court.

This bond shall inure to the benefit of any and all persons, companies or corporations entitled to file claims under Section 3181 of the Civil Code of the State of California, so as to give a right of action to them or their assigns in any suit brought upon this bond.

Signed, sealed and dated this 13th day of July , 2007
K. Ho yrFar�i an's dour Season = Be; �u o t, LLC
IAN WWI.'" Principal

A ORIZED AGENT
_--Bon Safeguard Insurance Company
ina Monroe
Surety
Attorney -!n -Fact

CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California
County of Orange _
'JUL 1 3 2007
On
personally appeared
before me,
Janina Monroe
Paris Shahabi, Notary Public
Name and Title of Officer (e.g., "Jane Doe. Notary Public") Names) of Signer(s)
x❑ personally known to me — OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within Instrument and acknowledged to me that he/she/they executed the
same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf �f which the person(s) acted, executed the instrument.

WITNESS my hand and offici

OPTIONAL
Signature of Notary Public
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document.

Description of Attached Document
Title or Type of Document:

Document Date:

Signer(s) Other Than Named Above:

Capacity(ies) Claimed by Signer(s)
Signer's Name:
❑ Individual
❑ Corporate Officer
❑ Title(s):
❑ Partner - ❑ Limited 0 General
® Attorney -in -Fact
0 Trustee
0 Guardian or Conservator
0 Other:

Signer Is Representing:

RIGHT THUMBPRINT

OF SIGNER -
Top of thumb here
Number of Pages:

Signer's Name:
❑ Individual
❑ Corporate Officer
❑ Title(s):

O Partner — 0 Limited ❑ General
0 Attorney -in -Fact
❑ Trustee
❑ Guardian or Conservator
0 Other:

Signer Is Representing:

RIGHT THUMBPRINT

OF SIGNER
Top of thumb here
BD -1133 9/97

POWER OF ATTORNEY AO
Bond Safeguard INSURANCE COMPANY
KNOW ALL MEN BY THESE PRESENTS, that BOND SAFEGUARD INSURANCE COMPANY, an Illinois Corporation with its principal office in Lombard, Illinois, does hereby constitute and appoint: Janina Monroe, Thomas G. McCall. Maria A. Quiroz, * Paul Boucher ******************************************************************************* its true and lawful Attorney(s)-In-Fact to make, execute, seal and deliver for, and on its behalf as surely, any and all bonds, undertakings or other writings obligatory in nature of a bond.

This authority is made under and by the authority of a resolution which was passed by the Board of Directors of BOND SAFEGUARD INSURANCE COMPANY on the 7th day of November, 2001 as follows:

Resolved, that the President of the Company is hereby authorized to appoint and empower any representative of the Company or other person or persons as Attorney -In -Fact to execute on behalf of the Company any bonds, undertakings, policies, contracts of indemnity or other writings obligatory in nature of a bond not to exceed $1,000,000.00, One Million Dollars, which the Company might execute through its duly elected officers, and affix the seal of the Company thereto. Any said execution of such documents by an Attorney -In -Fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company. Any Attorney -In -Fact, so appointed, may be removed for good cause and the authority so granted may be revoked as specified in the Power of Attorney.

Resolved, that the signature of the President and the seal of the Company may be affixed by facsimile on any power of attorney granted, and the signature of the Vice President, and the seal of the Company may be affixed by facsimile to any certificate of any such power and any such power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company.

Any such power so executed and sealed and certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Company.

IN WITNESS THEREOF, BOND SAFEGUARD INSURANCE COMPANY has caused this instrument to be signed by its President, and its Corporate seal to be affixed this 7th day of November, 2001.

BOND SAFEGUARD INSURANCE COMPANY
BY

ACKNOWLEDGEMENT
David E. Campbell
President
On this 7th day of November, 2001, before me, personally came David E. Campbell to me known, who being duly sworn, did depose and say that he is the President of BOND SAFEGUARD INSURANCE COMPANY, the corporation described in and which executed the above instrument; that he executed said instrument on behalf of the corporation by authority of his office under the By-laws of said corporation.
"OFFICIAL SEAL"
MAUREEN K. AYE
Notary Public, State of Illinois
My Commission Expires 09/21/09

CERTIFICATE
(--All-Vcs40
aureen K. Aye 61?1-
tary Public
I, the undersigned, Secretary of BOND SAFEGUARD INSURANCE COMPANY, An Illinois Insurance Company, DO HEREBY CERTIFY that the original Power of Attorney of which the foregoing is a true and correct copy, is in full force and effect and has not been revoked and theresolutions as set forth are now in force.

Signed and Sealed at Lombard, Illinois this
Day of JUL 1 3 I 7 , 20

Donald D. Buchanan
Secretary

STATE OF CALIFORNIA

COUNTY OF ORANGE
On 057 / 7 , 200 I, before me, Christine Lee, a Notary Public, personally appeared Syl#a Smith, personally known to me (or owed to me on the basi3 of eatisfastepiLevideuee) to be the person whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her authorized capacity, and that by her signature on the instrument the person, or the entity upon behalf of which the person acted, executed the within instrument.

WITNESS my hand and official seal.
[Civil Code §1189]

CHRISTINE LEE
Commission # 187821 S
Notary Public - California I
Orange County
My Comm. Expires May 1S, 2009,

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

CONSTRUCTION COST WORKSHEET
PARCEL MAP OR TRACT NO.:

DATE:

PP, CUP NO.:

IMPROVEMENTS
Streets/Drainage
Sewer
Total
Warranty Retension (22.5%)
Street/Drainage Plan Check Fees =
Sewer Plan Check Fees =
Street Inspection Fees =
Sewer Inspection Fees =
TR 33096-2 IN TRACT IMPROVEMENT PLANS
6 -Nov -06
BY: JEREMY MURRAY
FAITHFUL PERFORMANCE 100%
LABOR & MATERIALS SECURITY 100%
Construction Costs)
$ 1,035,619.85
$ 224,543.25
$ 1,260,163.10
$ 283,536.70
$ 20,712.40
$ 5,613.58
$ 31,068.60
$ 8,981.73

DESIGN ENGINEERS CALCULATIONS OF IMPROVEMENT BONDING COSTS Construction items and their quantities as shown on attachextensions usingd sheets re City'suunit costs ar arate for the ccurate fors required to construct the above project and the mathematical
determining bonding, plan check and inspection costs.
include additional 20% for recordation prior to having signed plans include additional 20% for recordation prior to having signed plans Above ar�z is do not
r.-
Above
amounts do
Date
Engineer's Signature
40565
•
Civil Engineer's Stamp
Name typed or printed
FORM $ UNIT COSTS REVISED 09/06
*****PLEASE READ INSTRUCTIONS BELOW*****

1. Quantities to be taken from improvement plans, Unit costs to be as provided on "City of Beaumont Improvement Requirement Worksheet".

2. Show Bond Amounts to the nearest $500.

3. For construction items not covered by "City of Beaumont Improvement Worksheet", Design Engineer is tprovide his opinion of the opinion
tion cost and use of that cost. If City on of the Design Engineer, the higher Beaumont Unit costs as provided byts are the Design
determined to be too low in the opmi
Engineer should be used.

11/6/2006

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

CONSTRUCTION COST WORKSHEET
PARCEL MAP OR TRACT NO.:

DATE:

PP, CUP NO.:

TR 33096-2 IN TRACT IMPROVEMENT PLANS
6 -Nov -06
BY: JEREMY MURRAY

IMPROVEMENTS
Streets/Drainage
Sewer
Total
Warranty Retension (22.5%)
Street/Drainage Plan Check Fees =-
Sewer Plan Check Fees =
Street Inspection Fees =
Sewer Inspection Fees =
FAITHFUL PERFORM CE 100%

LABOR & MATERIALS SE URITY
Construction Costs)
$ 1,035,619.85
$ 224,543.25
$ 1,260,163.10
$ 283,536.70
$ 20;712.40
$ 5,613.58
$ 31,068.60
$ 8,981.73

DESIGN ENGINEERS CALCULATIONS OF IMPROVEMENT BONDING COSTS Construction items and their quantities as shown on attached sheets are accurate for the improvements required to construct the above project and the
mathematical
inspection thmatica extensions using City's unit costs are accurate for determining bonding, plan check and
include additional 20% for recordation prior to having signed plans Above am ants do not include additional 20% for recordation prior to having signed plans Date
Above amounts do
Engineer's Signature
100%
-Zth-oe--^ks G. G•-tZ-,ti.ob-i
40565
Civil Engineer's Stamp
Name typed or printed
FORM $ UNIT COSTS REVISED 09/06
*****PLEASE READ INSTRUCTIONS BELOW*****

1. Quantities to be taken from improvement plans, Unit costs to be as provided on "City of Beaumont Improvement Requirement Worksheet".

2. Show Bond Amounts to the nearest $500.
n

3. For construction items not covered by "City of prvement Worksheet", st. If City of BeaumontUnitCostsl are is to provide his opinion of construction cost ad use of that co determined to be too low in the opinion of the Design Engineer, the higher costs as provided by the Design Engineer should be used.

11/6/2006

Staff Report

TO: City Council
FROM: Jeff Hart, Public Works Director
DATE December 6, 2022
SUBJECT: Final Approval of Tract Map No 31462-20

Description Approve Tract Map No. 31462-20 and Accept Security Agreement for Survey Monuments.

Background and Analysis:

As part of the development process to subdivide a parcel(s) in accordance with the Subdivision Map Act, a tentative map is reviewed and approved by the Planning Commission and City Council. During the review process, staff reviews conditions of approval provided by all City departments and prepares final conditions to be issued with the tentative map approval. Once a tentative map is approved by City Council and conditions have been satisfied, final approval by City Council is required to complete the subdivision process.

On October 7, 2003, City Council approved Tentative Map No. 31462 subject to the completion of the conditions of approval. Tentative Tract No. 31462 proposes to subdivide 960.91 acres into 3,300 single family residences, apartments and townhomes, with a series of parks, open space, school sites and commercial and recreation areas. Tentative Map No. 31462 comprises a majority of the adopted Oak Valley & SCPGA Golf Course Specific Plan. Refer to Figure 1 for Tentative Map No. 31462 layout.

The proposed Tract Map No. 31462-20 (Tract) is a phased portion of Tentative Tract Map No. 31462 and is within Planning Areas (PA) 22A of the Oak Valley & SCPGA Golf Course Specific Plan. The Tract consist of 17.78 gross acres and will create 67 residential lots. Refer to Figure 2 for Tract Map No. 31462 -20 Vicinity Map.

Figure 1- Tentative Map No. 31462

Figure 2 - Tract Map No. 31462-20 Vicinity Map

Per Beaumont Municipal Code 16.36.080, The City Engineer has certified that:
(A) He has examined the map.
(B) The land division as shown is substantially the same as it appeared on the tentative map and any approved alterations thereof.
(C) All provisions of the Subdivision Map Act and all City ordinances applicable at the time of approval of the tentative map have been complied with. (D) He is satisfied that the map is technically correct. (E) In the City Engineers/Surveyors certificate, the date of approval of the tentative map and the date of expiration is stated.

Subsequently, staff recommends the Final Map be approved pursuant to Section

16.36.090 of the Beaumont Municipal Code. However, if the Council determines that the division of land does not conform to all the requirements of the Subdivi sion Map Act, amended Development Agreement and, Beaumont Municipal Code applicable of the tentative map and any rulings made thereunder may disapprove the map; provided, however, the division of land shall not be disapproved due to technical or inadverten t errors which can easily be corrected and, in the opinion of the City Engineer, do not materially affect the validity of the map.

There are several public improvements required as part of the development of the Tracts, including storm drain, street, and sewer improvements. As of the date of this report, no improvements have been accepted. Therefore, in accordance with the Subdivision Map Act and Beaumont Municipal Code 16.56.010, the land divided shall enter into an agreement with the City to complete the improvements and in connection therewith shall furnish the City improvement security in the amounts required by Section

16.56.040 of said Beaumont Municipal Code.

In addition to the public improvements, there are several survey monuments required to be set as part of this tract. The Subdivision Map Act requires that at least one exterior boundary line of the land being subdivided be adequately monumented or referenc ed before the map is recorded. The land divider has certified that all exterior boundary lines are monumented. Furthermore, the Subdivision Map Act and Beaumont Municipal Code

16.36.100 states that interior monuments need not be set at the time the map is recorded, if the engineer or surveyor certifies on the map that the monuments will be set on or before a specified later date, and if the land divider furnishes security guaranteeing the payment of the cost of setting such monuments.

The land divider has provided a subdivision improvement agreement and security in the form of a cash deposit for the interior survey monuments. The agreement has been reviewed by staff and found to be consistent with the Beaumont Municipal Code.

The land divider has previously provided security agreements and security in the form of bonds for all other public improvements. The following tables are a summary of the improvements and corresponding bonds:

Table 1. Tract Map No. 31462-20 Bond Summary
Bond
Number
Improvement PW
Project
Number
Plan
Number
Date of
Acceptance
30148216 Sewer PW2021-
0700
3401A April 19, 2022
30148220 Storm Drain PW2021-
0701
3397A April 19, 2022
30148213 Street PW2021-
0699
3406 April 5, 2022

Fiscal Impact:

The cost to prepare this staff report is estimated to be $350. All public improvements associated with the Tract will be completed at developer’s expense. The City is not liable for public improvement maintenance until the public improvements are accepted into the publicly maintained system.

Recommended Action:

Approve Tract Map No. 31462-20 as it is in substantial conformance with the approved tentative map and Accept Security Agreement for survey monuments .

Attachments:

A. Tract Map No. 31462-20 Package

I
1 0

Cash Bond - R01273951 (Receipt)

November 16, 2022

Tract Map 31462-20 – Meritage Homes of California, Inc.

Monumentation - Cash Surety Deposit

The City of Beaumont received a Cash Surety for the above Tract Map Monumentation. The payment was made on the 7th of October by authority of Nick Harris, Forward Planning Analyst for Meritage Homes. Payment was collected on behalf of the City of Beaumont by Carolina De La Cruz, Customer Service Coordinator. Cash Surety receipt confirmation number is R01273951. The Cash Surety amount is as follows:

Please let me know if you have any questions.

Thank you,

Richard Godsey
Public Works

Submittal Name Amount
TR 31462-20 – Cash Surety

$10,000.00

Staff Report

TO: City Council
FROM: Jeff Hart, Public Works Director
DATE December 6, 2022
SUBJECT: Final Approval of Tract Map No 31462-24

Description Approve Tract Map No. 31462-24 and accept Security Agreement for Survey Monuments.

Background and Analysis:

As part of the development process to subdivide a parcel(s) in accordance with the Subdivision Map Act, a tentative map is reviewed and approved by the Planning Commission and City Council. During the review process, staff reviews conditions of approval provided by all City departments and prepares final conditions to be issued with the tentative map approval. Once a tentative map is approved by City Council and conditions have been satisfied, final approval by City Council is required to complete the subdivision process.

On October 7, 2003, City Council approved Tentative Map No. 31462 subject to the completion of the conditions of approval. Tentative Tract No. 31462 proposes to subdivide 960.91 acres into 3,300 single family residences, apartments and townhomes, with a series of parks, open space, school sites and commercial and recreation areas. Tentative Map No. 31462 comprises a majority of the adopted Oak Valley & SCPGA Golf Course Specific Plan. Refer to Figure 1 for Tentative Map No. 31462 layout.

The proposed Tract Map No. 31462-24 (Tract) is a phased portion of Tentative Tract Map No. 31462 and is within Planning Areas (PA) 22C of the Oak Valley & SCPGA Golf Course Specific Plan. The Tract consist of 11.88 gross acres and will create 55 residential lots. Refer to Figure 2 for Tract Map No. 31462 -24 Vicinity Map.

Figure 1- Tentative Map No. 31462

Figure 2 - Tract Map No. 31462-24 Vicinity Map

Per Beaumont Municipal Code 16.36.080, The City Engineer has certified that:
(A) He has examined the map.
(B) The land division as shown is substantially the same as it appeared on the tentative map and any approved alterations thereof.
(C) All provisions of the Subdivision Map Act and all City ordinances applicable at the time of approval of the tentative map have been complied with. (D) He is satisfied that the map is technically correct. (E) In the City Engineers/Surveyors certificate, the date of approval of the tentative map and the date of expiration is stated.

Subsequently, staff recommends the Final Map be approved pursuant to Section

16.36.090 of the Beaumont Municipal Code. However, if the Council determines that the division of land does not conform to all the requirements of the Subdivis ion Map Act, amended Development Agreement and, Beaumont Municipal Code applicable of the tentative map and any rulings made thereunder may disapprove the map; provided, however, the division of land shall not be disapproved due to technical or inadvertent errors which can easily be corrected and, in the opinion of the City Engineer, do not materially affect the validity of the map.

There are several public improvements required as part of the development of the Tracts, including storm drain, street, and sewer improvements. As of the date of this report, no improvements have been accepted. Therefore, in accordance with the Subdivision Map Act and Beaumont Municipal Code 16.56.010, the land divided shall enter into an agreement with the City to complete the improvements and in connection therewith shall furnish the City improvement security in the amounts required by Section

16.56.040 of said Beaumont Municipal Code.

In addition to the public improvements, there are several survey monuments required to be set as part of this Tract. The Subdivision Map Act requires that at least one exterior boundary line of the land being subdivided be adequately monumented or referenced before the map is recorded. The land divider has certified that all exterior boundary lines are monumented. Furthermore, the Subdivision Map Act and Beaumont Municipal Code

16.36.100 states that interior monuments need not be set at the time the map is recorded, if the engineer or surveyor certifies on the map that the monuments will be set on or before a specified later date, and if the land divider furnishes security guaranteeing the payment of the cost of setting such monuments.

The land divider has provided a subdivision improvement agreement and security in the form of a cash deposit for the interior survey monuments. The agreement has been reviewed by staff and found to be consistent with the Beaumont Municipal Code.

The land divider has previously provided security agreements and security in the form of bonds for all other public improvements. The following tables are a summary of the improvements and corresponding bonds:

Table 1. Tract Map No. 31462-24 Bond Summary
Bond
Number
Improvement PW
Project
Number
Plan
Number
Date of
Acceptance
30148218 Sewer PW2021-
0706
3403A April 19, 2022
30148222 Storm Drain PW2021-
0707
3399A April 19, 2022
30148214 Street PW2021-
0705
3408 April 5, 2022

Fiscal Impact:

The cost to prepare this staff report is estimated to be $350. All public improvements associated with Tract will be completed at developer’s expense. The City is not liable for public improvement maintenance until the public improvements are accepted int o the publicly maintained system.

Recommended Action:

Approve Tract Map No. 31462-24 as it is in substantial conformance with the approved tentative map and accept Security Agreement for survey monuments.

Attachments:

A. Tract Map No. 31462-24 Package

I
1 0

Cash Bond - R01273950 (Receipt)

November 16, 2022

Tract Map 31462-24 – Meritage Homes of California, Inc.

Monumentation - Cash Surety Deposit

The City of Beaumont received a Cash Surety for the above Tract Map Monumentation. The payment was made on the 7th of October by authority of Nick Harris, Forward Planning Analyst for Meritage Homes. Payment was collected on behalf of the City of Beaumont by Carolina De La Cruz, Customer Service Coordinator. Cash Surety receipt confirmation number is R01273950. The Cash Surety amount is as follows:

Please let me know if you have any questions.

Thank you,

Richard Godsey
Public Works

Submittal Name Amount
TR 31462-24 – Cash Surety

$8,000.00

Staff Report

TO: City Council
FROM: Jennifer Ustation, Finance Director
DATE December 6, 2022
SUBJECT: First Amendment to Professional Services Agreement with Revenue and Cost Specialist, LLC

Description Approval to extend the term of the agreement with Revenue and Cost Specialist, LLC.

Background and Analysis:

On December 7, 2021, City Council approved an agreement for professional services (PSA) with Revenue and Cost Specialists, LLC (RCS) to provide a Full Cost Allocation Plan and a Comprehensive User Fee Study. The full cost allocation plan was completed and approved by the City Council on June 21, 2022.

City staff along with RCS presented to City Council the Cost of Services Study report on September 20, 2022. The next steps of the project are to determine if the City Council would like to address or implement any policies regarding the fees and apply those policy decisions to the fee schedule. The amendment will extend the agreement to June 30, 2022, to allow the City and consultant to complete the project.

Fiscal Impact:

RCS has not requested a fee increase with this amendment. The contract was originally approved for $34,980 and budgeted in FY22 Finance Department contractual services with $17,490 of the contract paid in FY22. The remaining $17,490 of the contract was re-appropriated by the City Council on September 20, 2022, in the FY23 Finance Department contractual services line item 100-1225-7068-0000.

Recommended Action:

Approve a first amendment to the Professional Services Agreement with Revenue and Cost Specialists, LLC for a period not to exceed seven months, through June 30, 2023.

Attachments:

A. First Amendment to Professional Service Agreement

FIRST AMENDMENT TO AGREEMENT FOR PROFESSIONAL SERVICE BY

INDEPENDENT CONTRACTOR

THIS FIRST AMENDMENT TO AGREEMENT FOR PROFESSIONAL SERVICES BY INDEPENDENT CONTRACTOR (“Amendment”) is made and effective as of the 22nd day of November 2022 by and between the CITY OF BEAUMONT (“CITY”), a general law city, and Revenue and Cost Specialists, LLC (“CONTRACTOR”). In consideration of the mutual promises and purpose contained herein, the parties agree as follow:

RECITALS

This First Amendment is made with respect to the following facts and purpose that the parties agree are true and correct:

A. CITY engaged CONTRACTOR to provide Full Cost Allocation Plan and Comprehensive User Fee Study in accordance with a Request for Proposal; and

B. On December 7, 2021, the City and CONTRACTOR assigned the Agreement to Revenue and Costs Specialist, LLC.

C. Per section 1 of the Agreement, the Parties now wish to extend the term of the Agreement to terminate on June 30, 2023, unless otherwise extended or terminated.

AMENDMENT

The Agreement is hereby amended as follows:

A. Section 1 Term of Agreement. Term of the Agreement is amended to add the following paragraph to the end of existing Section 1:

“The term of this Agreement is extended, and the Agreement shall remain in effect until June 30, 2023, unless otherwise terminated or extended.”

IN WITNESS WHEREOF, the parties hereby have made and executed this Amendment to be effective as of the day and year first above-written.
[Signatures on following page]

SIGNATURE PAGE TO AMENDMENT TO AGREEMENT FOR PROFESSIONAL SERVICES BY INDEPENDENT CONTRACTOR (Revenue Cost Specialists, LLC)

CITY OF BEAUMONT

CITY:

CITY OF BEAUMONT

By: ________________________________
Lloyd White, Mayor
CONTRACTOR:

Revenue Cost Specialists, LLC

By: ______________________________

Print Name: _______________________

Title: _____________________________

Attachment:

Professional Services Agreement

Eric Johnson
President

Staff Report

TO: City Council
FROM: Christina Taylor, Deputy City Manager
DATE December 6, 2022
SUBJECT: Fourth Amendment to the Contract with Lisa Wise Consulting for a One- Year Contract Extension with No Monetary Change

Description A request to extend the contract with Lisa Wise Consulting for one year for continued work on the Housing Element related tasks. This contract extension has no monetary change.

Background and Analysis:

On October 20, 2020, the City Council awarded a contract to Lisa Wise Consulting for work on the City’s 6th Cycle Housing Element Update. The contract was initially approved for one year, expiring on October 19, 2021. On September 21, 2021, the City Council authorized the first, one-year contract extension, allowing the contract to continue through October 19, 2022. During this time period, the Housing Element Update was completed and submitted to the State for certification. However, there are additional work products included in the contract which are still being completed.

Because of the continuing work on Objective Design Guidelines and ADU Standard Plans, staff is requesting the contract with Lisa Wise Consulting be extended for an additional year, with the term ending October 19, 2023. There is no monetary change to the contract. This extension would bring the contract to a total of 3 years. A summary of the contract changes is included in the table below:

Housing Element Update
Original Contract $209,995.00
Amendment 1
05/18/2021
Add ADU Standard Plans and
Objective Design Standards
$65,470.00
Amendment 2
8/17/2021
Addressing AFFH $11,880.00
Amendment 3
9/21/2021
1st Contract Extension $0
Amendment 4
12/6/2022
2nd Contact Extension $0
Contract Amount $287,345.00

Fiscal Impact:

The cost to prepare this staff report and changes to the contract are covered entirely by SB2 grant funding in the amount of $160,000 and LEAP grant funding in the amount of $150,000 for a total of $310,000.

Recommended Action:

Approve a one-year contract extension with Lisa Wise Consulting for ongoing work on the City’s 6th Cycle Housing Element Update and related documents extending the contract term through October 19, 2023.

Attachments:

A. Contract Amendment

LISA WISE CONSULTING, INC.| C20-46, Amendment 4

FOURTH AMENDMENT TO PROFESSIONAL SERVICES AGREEMENT BETWEEN CITY OF BEAUMONT AND LISA WISE CONSULTING, INC. FOR PROFESSIONAL

PLANNING SERVICES FOR THE CITY OF BEAUMONT HOUSING ELEMENT UPDATE

THIS FOURTH AMENDMENT TO AGREEMENT FOR PROFESSIONAL SERVICES BY INDEPENDENT CONTRACTOR (“Amendment”) is made and effective as of the 15th day of November, 2022 by and between the CITY OF BEAUMONT (“CITY”), a general law city, whose address is 550 E. 6th Street, Beaumont, CA 92223 and LISA WISE CONSULTING, INC., a California Corporation, whose address is 983 Osos Street, San Luis Obispo, CA 93401 (“CONTRACTOR”) in consideration of the mutual promises and purpose contained herein, the parties agree as follow:

RECITALS
This Fourth Amendment is made with respect to the following facts and purpose that the parties agree are true and correct:

A.On October 20, 2020, CITY and CONTRACTOR entered into that certain agreement entitled “Agreement of Services by Independent Contractor” (“Agreement”).

B.Term of Agreement states “…this agreement shall automatically terminate after one (1) year unless extended by the parties with the approval for the City Council (“CITY”).

C.Per section 1 of the Agreement, the Parties now wish to extend the term of the Agreement to terminate on October 19, 2023, unless otherwise extended or terminated.

AMENDMENT
The Agreement is hereby amended as follows:

A.Section 1 Term of Agreement. Term of the Agreement is amended to add the following paragraph to the end of existing Section 1:
“The term of this Agreement is extended, for an additional one-year term, and shall remain in effect through October 19, 2023, unless otherwise terminated or extended.” B.The recitals to this Amendment are deemed incorporated herein by this reference. All other terms of the Agreement not expressly amended by this Amendment shall remain in full force and effect.

LISA WISE CONSULTING, INC. | C20-46, Amendment 4
IN WITNESS WHEREOF, the parties hereby have made and executed this Amendment to be effective as of the day and year first above-written.

CITY:

CITY OF BEAUMONT
By:
________________________________
Lloyd White, Mayor
CONTRACTOR:

Lisa Wise Consulting, Inc.

By:
______________________________
Print Name:
_______________________
Title:
_____________________________
ATTEST:

By:________________________
Nicole Wheelwright, Deputy City Clerk
APPROVED AS TO FORM:

By: ___________________________
John O. Pinkney, City Attorney
ATTACHMENT:

Agreement for Professional Services by Independent Contractor, effective October 20, 2020.

Staff Report

TO: City Council
FROM: Jennifer Ustation, Finance Director
DATE December 6, 2022
SUBJECT: FY2022-23 October Budget Update and Financial Status Report

Description Monthly Budget Update and Financial Status Report Background and Analysis:

The Fiscal Year 2022-23 October Financials provide an update to the City’s financial position relative to the FY 2022-23 budget.

Summary of Cash Balances

The City has multiple bank accounts for purposes of fund segregation. The table below provides a summary of cash balances within these accounts for the month of October 2022.

A summary of cash balances for the 2nd quarter including investment accounts are provided in the table below. The liquidity fund with US Bank was ope ned in June to have a liquid investment vehicle option while keeping the Citibank general checking account balance at a minimum through the transition of the general checking account implementation to Wells Fargo bank. All funds deposited into the liquidit y fund are available for operations.

Bank Name Beginning Bank
Balance
October 1, 2022
Deposits Payments Ending Bank
Balance
October 31,
2022
Citibank Checking (Pooled Cash)7,243,169.32 12,077,748.70 15,536,067.90 3,784,850.12 Wells Fargo Checking 1,309.51 10,446,971.24 1,001,705.00 9,446,575.75 Bank of Hemet - Payroll 2,097,817.02 - 1,294,281.75 803,535.27 Bank of Hemet - Gas Tax 3,581,094.03 224,682.01 - 3,805,776.04 Bank of Hemet - Evidence and Seizure Fund 344,077.60 29.22 - 344,106.82 Bank of Hemet - Workers Comp 37,450.48 - - 37,450.48 Bank of Hemet - Construction 8,471,802.53 719.52 - 8,472,522.05 Grand Total 21,776,720.49 22,750,150.69 17,832,054.65 26,694,816.53

Budget Control and Monitoring

The City of Beaumont Budget Policy provides that the Finance Department will maintain a system of tools for departments to manage their budgets and for financial monitoring and control of the City’s budget during the fiscal year. This system will provide the departments and City Council with information on revenue, expenditures, and budget performance at both the department and fund level.

General Fund Summary

Most of the General Fund revenue budget is from taxes. Property tax is usually recorded in December and May. Sales tax is received in monthly advanced estimated payments and then a quarterly actual clean-up payment. Other taxes include Motor Vehicle In-Lieu, which is received in February and June, as well as Utility Users tax which is received monthly. As most revenues are received periodically throughout the CITIBANK ACCOUNTS #October 2022 November 2022 December 2022 GENERAL 8965 3,784,850.12$
Wells Fargo
GENERAL 52455 9,446,575.75$

BANK OF HEMET
PAYROLL 50301 803,535.27$
GAS TAX 21901 3,805,776.04$
EVIDENCE AND SEIZURE FUND 20042 344,106.82$
WORKERS COMP 37,450.48$
CONSTRUCTION 20048 8,472,522.05$
13,463,390.66$

US BANK
INVESTMENT PORTFOLIO 10770 45,086,631.15$
LIQUIDITY FUND 13574 35,156,852.50$
80,243,483.65$
LAIF 3-056 47,607,751.81$
PARS 2,298,456.66$
BANK BALANCES 2nd QTR FY 22-23

year, actual expenditures exceed revenues by $1.38M. Bank balances are monitored to ensure that funds are available to pay operating needs until revenues are received to cover costs.

General Fund Revenues

As of October 31, 2022, the City has collected 20% of the FY 2023 budgeted revenues including estimated results. Estimates are determined for property taxes and sales taxes by the City’s consultant HDL. All other revenues are estimated by trend analysis.

Below is a table for General Fund Revenues as of October 31, 2022. Estimated actuals project revenues exceeding budget by $4.27M.

The miscellaneous portion of revenue has already collected 379% of budgeted revenue.

The reason for this is due to increasing interest rates providing a greater return on investments then what was anticipated when building the budget.

GASB 72 requires that the City report investments at year-end market value. However, unrealized gains/losses are not realized until the investment is sold, therefore, an entry is made to put the investment back at book value after year-end reporting. This entry has made the actuals appear higher than they will be at year-end when the reporting entries are completed and has been included in the estimated actuals.

The other financing sources category is at 1673% of budgeted revenue. This is due to a sale of land that was also not anticipated at time of budget building. Both the miscellaneous and other financing sources of revenue items will be considered for a mid-year budget amendment.

ORIGINAL
BUDGET
FY2022/23

CURRENT
BUDGET
FY2022/23
ACTUAL
FY2022/23

ESTIMATED
ACTUALS %
Taxes 41,542,397.00 41,542,397.00 5,885,856.99 45,482,795.00 14% Licenses 410,687.00 410,687.00 111,401.00 367,623.00 27% Permits 4,574,641.00 4,574,641.00 1,592,709.52 3,595,186.00 35% Franchise Fees 3,248,286.00 3,248,286.00 1,050,000.00 3,144,868.00 32% Charges for Services 1,273,780.00 1,273,780.00 42,956.00 1,249,178.00 3% Fines and Forfeitures 131,545.00 131,545.00 32,138.51 102,500.00 24% Cost Recovery 498,587.00 498,587.00 67,201.97 408,106.00 13% Miscellaneous 296,068.00 296,068.00 1,120,981.57 1,818,787.00 379% Other Financing Sources 5,000.00 5,000.00 83,664.14 83,664.00 1673% Transfers 8,687,711.00 8,687,711.00 2,149,789.74 8,687,711.00 25% TOTAL REVENUES 60,668,702.00 60,668,702.00 12,136,699.44 64,940,418.00 20%

GENERAL FUND

General Fund Departments

The table below provides for an overview of the general fund department budgets through October 31, 2022.

On September 20, 2022, the City Council approved a re-appropriation of prior year funds for budgeted items that had not been completed in FY22 for $796,780. On November 1, 2022, the City Council approved a budget amendment to appropriate $7,376,932 of unprogrammed revenue in the FY23 budget. At the same time, the City Council also appropriated $18.15M of available fund balance. These increases to the budget are included in the current budget column of the tabl e above.

DEPARTMENT
FY 2023 ORIGINAL
BUDGET
FY 2023
BUDGET
FY 2023
ACTUAL %
Non-Departmental 7,932,671.00 32,200,213.00 48,817.75 0.2% City Council 51,131.00 51,131.00 13,966.71 27.3% City Clerk 343,242.00 413,242.00 61,356.88 14.8% Administration 1,435,070.00 1,435,070.00 291,016.41 20.3% Finance 1,520,471.00 1,537,961.00 458,053.11 29.8% IT 1,606,874.00 1,736,374.00 647,101.05 37.3% Economic Development 1,322,868.00 1,335,008.00 77,564.10 5.8% Risk and HR 2,626,205.00 2,961,153.00 2,359,442.62 79.7% Legal 1,500,000.00 1,500,000.00 281,164.85 18.7% Community Development 783,600.00 953,600.00 181,256.77 19.0% Community Services 1,131,722.00 1,191,722.00 298,614.79 25.1% Animal Control 335,394.00 335,394.00 110,631.80 33.0% Community Enhancement 337,866.00 337,866.00 79,867.16 23.6% OES 162,200.00 162,200.00 - 0.0% Police 13,982,847.00 14,220,583.00 4,983,771.34 35.0% K-9 9,600.00 9,600.00 1,279.65 13.3% Police Support 2,538,188.00 2,538,188.00 679,821.37 26.8% Fire 4,670,961.00 5,223,487.00 73,677.35 1.4% Building and Safety 1,542,266.00 1,542,266.00 391,664.61 25.4% Public Works 1,797,804.00 1,806,749.00 391,201.27 21.7% Street Maintenance 2,330,115.00 2,358,697.00 664,949.48 28.2% Building Maintenance 1,148,673.00 1,148,673.00 249,546.34 21.7% Parks and Grounds 4,182,002.00 4,616,305.00 1,169,937.00 25.3% TOTAL EXPENDITURES 53,291,770.00 79,615,482.00 13,514,702.41 17.0% General Fund Expenditures

The table below provides for expenditures by type. Personnel costs make up 58.34% of the actuals to date. Operating costs are 37.42% of actuals followed by capital at 3.79%.

The Other line is currently at 95% of the budget. This line contains the City’s liability and property insurance premium which is paid at the beginning of the year. The other items within this category will be watched carefully to ensure it stays within budget.

Estimated actuals project expenses coming in below budget b y $3.5M. The estimated actuals are projecting a $7.77M net increase to fund balance.

EXPENSE TYPE
FY 2023 ORIGINAL
BUDGET
FY 2023

CURRENT
BUDGET FY 2023 ACTUAL

ESTIMATED
ACTUALS %
Personnel
Salaries and Wages 17,938,820.00 18,018,920.00 4,526,913.90 16,296,890.00 25% Benefits 7,376,316.00 7,376,316.00 3,255,084.19 7,343,865.00 44% Other 476,692.00 476,692.00 102,657.27 476,692.00 22% TOTAL PERSONNEL 25,791,828.00 25,871,928.00 7,884,655.36 24,117,447.00 30% Operating
Utilities 1,787,000.00 1,787,000.00 655,158.06 2,246,256.00 37% Administration 890,968.00 910,968.00 205,006.93 738,024.00 23% Fleet Costs 664,280.00 664,280.00 218,590.20 874,360.00 33% Program Costs 904,870.00 964,870.00 366,084.38 753,077.00 38% Repairs & Maintenance 1,062,630.00 1,192,130.00 546,898.20 968,451.00 46% Supplies 1,217,830.00 1,462,509.00 268,809.21 1,367,713.00 18% Special Services 517,075.00 517,075.00 85,683.39 408,460.00 17% Contractual Services 8,959,125.00 9,724,515.00 527,968.53 8,041,880.00 5% Other 1,967,700.00 2,302,648.00 2,183,358.34 2,313,437.00 95% TOTAL OPERATING 17,971,478.00 19,525,995.00 5,057,557.24 17,711,657.99 26% Capital
Equipment 249,952.00 331,057.00 147,938.26 331,057.00 45% Furniture - - 332.92 333.00 0% Vehicle 884,854.00 1,225,302.00 286,041.69 1,225,302.00 23% Structure 310,987.00 310,987.00 77,746.75 310,987.00 25% TOTAL CAPITAL 1,445,793.00 1,867,346.00 512,059.62 1,867,679.00 27% Contngency
CONTINGENCY 150,000.00 150,000.00 11,612.44 150,000.00 8% Transfers
TRANSFERS 7,932,671.00 32,200,213.00 48,817.75 32,200,213.00 0% Total Expenditures 53,291,770.00 79,615,482.00 13,514,702.41 76,046,997.00 17%

Wastewater Fund Summary

Revenues

Wastewater revenues are collected in arrears. The July billing is accrued back to prior FY, so the first billing for FY23 was collected in September. Billing is completed bi- monthly. As of October 31, 2022, the wastewater fund has collected 17% of its budgeted revenues. The estimated revenues project revenues exceeding budget by $312,385.

The miscellaneous category has already collected 103% of its budgeted revenues. This is due to increased interest rates providing higher returns in investments. This item will be considered for a mid-year budget amendment.

Expenses

Wastewater expenses as of October 31, 2022, total $4,991,587.96 which is 34% of the FY2023 budget. Personnel costs make up 14.97% of the actual to date expenses, operating costs make up 16.12% of the actual expenses, capital costs make up 4.18% of the actual expenses, and the transfers category which includes the 9/1 debt service payment makes up 64.73% of the actual expenses. The debt service payment on the 2018 Wastewater Revenue Bonds is due 9/1 and 3/1 of each fiscal year. The 9/1 payment consists of principal and interest and the 3/1 payment is just interest. The next debt service payment due is 3/1 and will be $1,842,168.75. The estimated actuals project expenses coming in below budget by $376,599.

FY 2023

ORIGINAL
BUDGET
FY 2023

CURRENT
BUDGET
ACTUAL
FY2022/23

ESTIMATED
ACTUALS %
Permits - - - 0% Fines and Forfeitures 3,000.00 3,000.00 - 3,000.00 0% Cost Recovery 3,500.00 3,500.00 - 3,500.00 0% Miscellaneous 30,000.00 30,000.00 30,870.32 123,481.00 103% Proprietary Revenues 12,821,501.00 12,821,501.00 2,173,012.20 13,038,073.00 17% Other Financing Sources - 2,332.00 2,332.00 0% Transfers - 157,335.00 - 157,335.00 0% TOTAL REVENUES 12,858,001.00 13,015,336.00 2,206,214.52 13,327,721.00 17%

WASTEWATER REVENUES

The FY23 Wastewater budget has expenses exceeding revenues by $1,728,900. This is due to a reappropriation of $91,688 of prior year budgeted expenses not completed in FY22. The original budget included $1,637,212 of capital projects and funding for a repair and replace fund from available fund balance. The estimated results are projecting a net increase to fund balance of $688,984 resulting from FY23 estimated increase in revenues and projected savings in expenses.

Fiscal Impact:

The estimated cost to prepare this report is $267.

Recommended Action:

Receive and file report.

EXPENSE TYPE
FY 2023

ORIGINAL
BUDGET
FY 2023

CURRENT
BUDGET FY 2023 ACTUAL

ESTIMATED
ACTUALS %
Personnel
Salaries and Wages 1,831,289.00 1,831,289.00 467,266.15 1,682,158.00 26% Benefits 674,094.00 674,094.00 270,240.21 624,042.00 40% Other 40,032.00 40,032.00 9,560.64 40,032.00 24% TOTAL PERSONNEL 2,545,415.00 2,545,415.00 747,067.00 2,346,232.00 29% Operating
Utilities 928,228.00 928,228.00 330,554.06 1,041,245.00 36% Administration 227,805.00 227,805.00 58,270.43 183,551.00 26% Fleet Costs 44,420.00 44,420.00 19,757.78 62,237.00 44% Repairs & Maintenance 116,200.00 116,200.00 13,923.29 113,858.00 12% Supplies 585,700.00 585,700.00 160,169.55 528,559.00 27% Contractual Services 1,397,360.00 1,397,360.00 203,371.58 1,373,625.00 15% Other 755,872.00 755,872.00 18,769.22 575,094.00 2% TOTAL OPERATING 4,055,585.00 4,055,585.00 804,815.91 3,878,169.00 20% Capital
Equipment 167,112.00 167,112.00 17,750.00 167,112.00 11% Vehicle 33,576.00 190,911.00 190,911.30 190,911.00 100% Other - - 0% TOTAL CAPITAL 200,688.00 358,023.00 208,661.30 358,023.00 58% ContIngency
CONTINGENCY 200,000.00 200,000.00 - 200,000.00 0% Transfers
TRANSFERS 7,585,213.00 7,585,213.00 3,231,043.75 7,585,213.00 43% Total Expenses 14,586,901.00 14,744,236.00 4,991,587.96 14,367,637.00 34% Wastewater Expenses

Attachments:

A. Governmental Funds Activity
B. Proprietary Funds Activity

Beginning Fund BalanceFY 2023 Estimated RevenuesFYTD 2023 Actual Revenues%FY 2023 Budgeted ExpendituresFYTD 2023 Actual Expenditures%T/D Ending Fund Balance100 GENERAL FUND 43,636,298.50                    60,668,702.00      12,136,699.44      20% 79,615,482.00      13,514,702.41      17% 42,258,295.53      120 SELF INSURANCE 2,154,151.97                       ‐                          532,386.97            0%‐                          41,056.00              #DIV/0! 2,645,482.94         200 GAS TAX 69,599.00                            1,459,493.00         484,267.70            33% 1,459,493.00         364,898.25            25% 188,968.45            201 SB1 1,117,898.24                      1,168,504.00         294,233.73            25% 892,435.00             ‐                          0% 1,412,131.97         202 MEASURE A 1,955,121.28                      605,900.00            202,606.56            33% 604,800.00             ‐                          0% 2,157,727.84         205 AQMD 343,994.88                          71,130.00              18,591.40              26% 201,145.00            101,000.00            50% 261,586.28            210 PEG 27,709.97                            22,595.00              96.86                      0% 12,000.00               ‐                          0% 27,806.83              215 CDBG/GRANTS (903.49)                                62,000.00              1,352.50                2% 292,000.00            86,762.50              30% (86,313.49)             220 COPS 452,898.86                          150,751.00            75,038.55              50% 88,182.00              50,679.35              57% 477,258.06            225 ASSET SEIZURES (STATE) 295,024.16                          2,956.00                117.32                   4%‐                           ‐                          0% 295,141.48            230 ASSET SEIZURES (FEDERAL) 6,036.38                               ‐                          2.31                        0%‐                           ‐                          0% 6,038.69                240 OTHER FUNDS 320,424.80                          78,776.00              7,700.54                10% 72,200.00              18,529.81              26% 309,595.53            250 CFD‐ADMIN 1,407,534.32                      1,908,931.00         4,908.04                0% 1,908,931.00         554,991.50            29% 857,450.86            255 CFD‐MAINT SVCS 677,799.38                          3,858,848.00         928.34                   0% 4,358,848.00         964,712.00            22% (285,984.28)          260 CFD‐PUBLIC SAFETY 188,842.16                          911,768.00            660.16                   0% 911,768.00            227,942.00            25% (38,439.68)             500 GENERAL CAPITAL PROJECTS 8,345,916.85                      43,374,842.00      769.01                   0% 43,374,842.00      750,000.21            2% 7,596,685.65         505 EQUIPMENT REPLACEMENT‐                                         ‐                          0%‐                          0%‐                          510 CFD CAPITAL PROJECTS 13,016,221.01                    1,300,000.00         23,958.29              0%‐                           ‐                          0% 13,040,179.30      550 DIF 6,424.13                               ‐                          46.91                      0%‐                           ‐                          0% 6,471.04                552 BASIC SERVICES DIF 1,347,348.14                      325,677.00            136,692.95            42%‐                           ‐                          0% 1,484,041.09         554 GENERAL PLAN DIF 102,458.95                          27,183.00              95,264.15              350%‐                           ‐                          0% 197,723.10            555 RECREATIONAL FACILITIES DIF 1,902,958.44                      359,663.00            97,101.59              27%‐                           ‐                          0% 2,000,060.03         556 TRAFFIC IMPACT DIF 1,622,130.40                      163,895.00            40,945.88              25% 150,000.00             ‐                          0% 1,663,076.28         558 RAILROAD CROSSING DIF 2,605,466.00                      178,606.00            111,819.44            63%‐                           ‐                          0% 2,717,285.44         559 POLICE FACILITIES DIF 1,306,700.36                      274,163.00            163,612.06            60% 1,450,000.00          ‐                          0% 1,470,312.42         560 FIRE STATION DIF 5,083,305.95                      325,677.00            311,801.34            96%‐                           ‐                          0% 5,395,107.29         562 ROAD AND BRIDGE DIF 10,564,968.35                    1,513,156.00         361,123.06            24% 6,250,000.00          ‐                          0% 10,926,091.41      566 EMERGENCY PREPAREDNESS DIF (97,266.00)                          346,593.00            478,405.51            138%‐                           ‐                          0% 381,139.51            567 COMMUNITY PARK DIF 1,891,663.93                      588,630.00            252,740.90            43%‐                           ‐                          0% 2,144,404.83         568 REGIONAL PARK DIF 1,945,796.94                      10,500.00              160.10                   2%‐                           ‐                          0% 1,945,957.04         569 NEIGHBORHOOD PARK DIF 2,443,206.67                      712,342.00            305,986.61            43%‐                           ‐                          0% 2,749,193.28         570 PASS THROUGH DIF 9,406,820.00                      TOTALS 104,739,730.53                  120,471,281.00    16,140,018.22      13% 141,642,126.00    16,675,274.03      12% 104,204,474.72    GOVERNMENTAL FUNDSPage 451 of 657

Beginning Fund BalanceFY 2023 Estimated RevenuesFYTD 2023 Actual Revenues%FY 2023 Budgeted ExpendituresFYTD 2023 Actual Expenditures%T/D Ending Fund Balance564 RECYCLED WATER DIF 4,230,411.43           361,067.00        559,936.11        155%‐                        ‐                       0% 4,790,347.54       600 INTERNAL SERVICE FUND 7,460,855.75           1,217,354.00     261,065.61        21% 2,095,679.00     226,607.21        11% 7,495,314.15       700 WASTEWATER 7,894,606.29           13,015,336.00  2,206,214.52     17% 14,744,236.00  4,991,587.96     34% 5,109,232.85       705 WASTEWATER DIF 5,216,190.14           2,718,679.00     1,100,248.74     40% 3,650,000.00      ‐                       0% 6,316,438.88       710 WASTEWATER CAPITAL PRO128,491,042.59      10,685,213.00   ‐                       0% 10,235,213.00  630,260.81        6% 127,860,781.78  750 TRANSIT 147.61                      2,771,617.00     936,656.06        34% 2,771,617.00     789,990.55        29% 146,813.12          760 TRANSIT CAPITAL PROJECTS2,728,822.07           2,290,000.00     336,539.15        15% 2,290,000.00     346,480.45        15% 2,718,880.77       TOTALS156,022,075.88      33,059,266.00  5,400,660.19     16% 35,786,745.00  6,984,926.98     20% 154,437,809.09  PROPRIETARY/ENTERPRISE FUNDSPage 452 of 657

Staff Report

TO: City Council
FROM: Jeff Hart, Director of Public Works
DATE December 6, 2022
SUBJECT: Notice of Completion

Description Notice of Completion for Oak Valley Parkway/ Interstate 10 Ramp Signalization Project.

Background and Analysis:

On May 01, 2018, City Council approved a Public Works agreement with Sturgeon Electric California, LLC (Contractor), for construction services of the Oak Valley Parkway/I-10 Traffic Signalization Project (Project).

The Project scope of work consisted of installing a new traffic signal at the Oak Valley Parkway/ I-10 eastbound ramp, installing a new traffic signal at the Oak Valley Parkway/ I-10 westbound ramp, providing left-turn lane channelization on Oak Valley Parkway, and minor widening along Oak Valley Parkway.

The total budget for the Project was $1,451,371.03 with an original construction contract amount of $1,116,576.69. The project had twelve (12) change orders. The following is a brief summary of the change orders:

Table 1: Contract Change Order Summary
# Description Amount
1 Additional Field Survey $6,982.00
2 Temporary Lighting $13,855.61
3 Modifications to Existing Catch Basins $1,575.00
4 Overrun and credit on Contract Items ($9,194.32)
5 Additional HMA, Conduits, and traffic poles $49,577.98 6 Edison Additional Work $11,609.24
7 Credit on Contract Items ($37,060.00)
8 Crash Cushions $23,225.00
9 Battery Backup System $6,570.03
10 Wireless Interconnect System $11,573.00

11 Panel Antenna $2,504.27
12 Final Credit for Contract Items ($27,000.00)
Total Change Order Cost: $54,217.81

All twelve change orders were funded from the project’s construction contingency allocation, with a total modified contract amount of $1,170,794.50. The Contractor completed the Project’s scope of work satisfactorily per plans and specifications, and a Notice of Completion (NOC) document has been provided (Attachment A).

Fiscal Impact:

Project funding is based on the approved five-year Capital Improvement Plan. The following is a summary of the funding source and amounts for each project.

Project Accounting Summary
Funding Summary
Funding Year Funding Source Amount
16/17 Road & Bridge DIF $360,000.00
16/17 SHOPP Grant $290,000.00
17/18 Traffic Signal DIF $310,500.00
18/19 Traffic Signal DIF 500,000.00
Total Project Funding = $1,460,500.00
Budget Summary
Project Component Budget Encumbered Paid to Date Remaining Budget
Project Management $10,829 $10,828.88 $10,828.88 $0.12 Preliminary Services $0.00 $0.00 $0.00 $0.00
Environmental $0.00 $0.00 $0.00 $0.00
Design $141,379 $141,378.25 $141,378.25 $0.75
Construction $1,308,292 $1,254,128.48 $1,254,128.48 $54,163.52 Construction
Management $0.00 $0.00 $0.00 $0.00
Permits $0.00 $0.00 $0.00 $0.00
Equipment $0.00 $0.00 $0.00 $0.00
Project Summary
Totals $1,460,500.00 $1,406,335.61 $1,406,335.61 $54,164.39

Included in the construction “Paid to Date” is a $86,479.85 retention payment that was issued to the Contractor on January 27, 2022.

The improvements associated with the Project will be maintained by Caltrans and will not be part of the City’s publicly maintained system. However, per the cost -sharing agreement approved by City Council on October 18, 2022, the City’s ongoing annual cost for the shared maintenance is approximately $1 ,500, which will be paid from GL 100-3250-7010-0000.

Recommended Action:

Authorize the Mayor to execute a Notice of Completion for the Oak Valley Parkway/ Interstate 10 Ramp Signalization Project.

Attachments:

A. Notice of Completion

When Recorded Return
Original To:

City of Beaumont
550 East 6th Street
Beaumont, CA 92223

NO RECORDING FEE REQUIRED
PER GOVERNMENT CODE SECTION 27383

NOTICE OF COMPLETION
NOTICE is hereby given that the CITY OF BEAUMONT, 550 East 6th Street, Beaumont, California, 92223, a municipal corporation, is owner in fee of an easement in the property hereinafter described. Said owner caused a work of improvement on the property hereinafter described and was COMPLETED prior to December 6, 2022, by Sturgeon Electric California, LLC, contractor.

The property on which said work of improvement was completed in the City of Beaumont, County of Riverside, and State of California, occurring on Oak Valley Parkway, in the City of Beaumont.

Oak Valley Parkway/ Interstate 10 Ramp Signalization Project

___________________ ______________________________
Date Lloyd White,
Mayor of the City of Beaumont, CA

VERIFICATION:

I the undersigned am the Mayor of the City of Beaumont, the decla rant of the foregoing Notice of Completion. I have read the said Notice of Completion and know the contents thereof: The same is true of my knowledge. I declare under penalty of perjury that the foregoing is true and correct.

___________________ ______________________________
Date Lloyd White,
Mayor of the City of Beaumont, CA

STATE OF CALIFORNIA

COUNTY OF RIVERSIDE

On _________________ before me, ___________________________ Notary Public, personally appeared Lloyd White, Mayor of the city of Beaumont, California, who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument t he person, or the entity upon behalf of which the person acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

BY: _________________________________________ (SEAL)
NOTARY
A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document, to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

Staff Report

TO: City Council
FROM: Kyle Warsinski, Economic Development Manager
DATE December 6, 2022
SUBJECT: Downtown Business Incentive Program

Description Consideration of a Downtown Business Incentive Program in response to downtown business meetings.

Background and Analysis:

The Elevate Beaumont 2040 General Plan adopted on December 1, 2020, included an Area Plan for downtown Beaumont. This plan included new land use designations, new and revised zoning districts, improved development standards and new street sections.

The area plan recognizes the historic central business district (CBD) area as the heart of the City providing a diverse economic, residential and cultural opportunities. Pursuant to the Specific Plan, this vision will be achieved by creating a core area with locally oriented businesses and service establishments as well as recreational and cultural amenities. It is imperative that the built environment creates a sense of place built upon pedestrian-oriented design concepts.

At the first Downtown Business meeting, staff presented the downtown area plan to downtown business owners and landowners, in which they shared their challenges, desires, and informed the City on which barriers of entry currently exist. On June 21, 2022, City Council approved its Annual Budget for Fiscal Year 2022-23. The budget included $500,000 to be used for downtown business incentives.

After analyzing the feedback received at the first business meeting, multiple economic development committee meetings, and one-on-one meetings with business owners and landowners, staff drafted a Downtown Business Incentive Program aimed at achieving the following results within the downtown area:

 Improve the look, feel, and climate.
 Encourage private investment.
 Attract new industry groups to act as catalyst projects to build synergy.  Encourage existing businesses to expand and grow.

 Encourage new business ideas.
 Reduce certain barriers of entry that exist for specific industry types.

That draft incentive program was presented at a Downtown Business meeting held on September 14, 2022, where staff received additional feedback. The program was further discussed and modified at the October 2022 and November 2022 Economic Development Committee meetings and contains the following components:

 Downtown Façade Improvement Program or Business Improvement Program,  Business Attraction and Expansion Program,
 Pre-Application Fee Waiver,
 Building Investigation Fee Waiver, and
 Sewer Connection Fee Deferral and Grease Trap Program.

The detailed draft Downtown Business Incentive Program is attached (Attachment A).

At its November 9, 2022, meeting, the Economic Development Committee voted to recommend City Council approve the attached Downtown Business Incentive Program.

Fiscal Impact:

The program totals $500,000 in available funds spilt into different packages as presented. The program total equals the budget allocation approved by City Council in the FY2022-23 budget in GL Fund 100-1235-7068.

As part of the program staff is recommending two fee waiver programs. Staff is proposing these fee waivers be approved as a reduction of revenues for those respective departments, as opposed to using the program budget to backfill each departments budget for each fee waiver granted.

Staff estimates the cost to prepare this staff report and draft program, including initial legal review to be $2,000.

Recommended Action:

Approve the Downtown Business Incentive Program as presented.

Attachments:

A. Draft Downtown Business Incentive Program

2022 Business Incentive Program (DRAFT)

1. Downtown Façade Improvement Program or Business Improvement Program Purpose:

The purpose of the Façade Improvement Program is to incentivize businesses to improve the aesthetic appearance of their business while establishing an overall theme throughout the downtown. The goal is not to have every business appear the same but rather to allow business to showcase their uniqueness while still achieving the desired appearance of the downtown area plan. A similar program could also be created that allows other improvements beyond the façade of the building, which could allow improvements to the parking lot, landscaping and/or outdoor seating areas.

Program allotment: $200,000
Maximum per Application: $1 per $1 match, of 50% of total project cost, not to exceed $50,000 on a project totaling $100,000 or more.

Eligible Property Improvements:

1. Supply and Installation Contracts:
a. New Signage;
b. New Awnings;
c. Exterior Lighting; and
d. Anti-graffiti treatment to existing windows

2. Property Improvements:
a. Exterior refinishing;
b. New exterior Doors;
c. Exterior lighting;
d. Painting;
e. Decorative improvements; and
f. New windows
g. Addition or Renovation of existing outdoor seating areas

3. Exterior Site Improvements:
a. Parking Lot repaving
b. Landscaping
Program Limitations:

Program funded improvements are not eligible if they are simply maintenance of the current façade.

Exterior Site Improvements must be accompanied by Building Façade Improvements.

Standalone applications for parking lot improvements or landscaping will not be eligible for funding under this program.

Done through either reimbursement (rebate) process or pay per invoice as work is completed and inspected.

Design Standards – to be approved by Development Review Committee (DRC) for compliance with the Downtown Area Plan vision until the Downtown Revitalization Plan is completed.

Review Process – Development Review Committee (DRC)

2. Business Attraction and Expansion Incentive Program

Purpose:

The purpose of the Business Attraction Incentive Program is to provide financial assistance to support economic development, business attraction, retention and expansion goals. The goals are structured to promote Beaumont as a positive place for quality business, promote business expansion and attraction to enhance local economic growth, and ensure that government regulations promote a favorable business climate. This loan program is not to be equated with a loan program available through banking or financial institutions. As a public lender, the source of funds is interested as much in the social benefits as return on investment, and preservation of capital. The return on investment to Beaumont can be attributed to the following items: increased investment in the business community, additional jobs, increased business activity, increased tax revenue and quality of life for our residents.

Program Allotment: $200,000

Program Scope: The following businesses are eligible for a business incentive loan:

1. Premium Casual Restaurants (upscale, fast casual dining, high quality food, elevated atmosphere but more casual than fine dining, seating area indoors or outdoors)

2. Sit Down fine Dining (upscale, high quality food, beer and wine list, elevated atmosphere, sizable seating area indoors and bonus for outdoor seating)

3. Bars and Cocktail Lounges (upscale and elevated atmosphere, premium offerings, activities and events)

4. Breweries, Distilleries, small scale alcohol production (manufacturing of craft beer, spirits or wine, product sold for onsite or offsite consumption, retail component with elevated atmosphere)

5. Entertainment Uses – Live entertainment, music stores, bookstores, art house or art showcases, technology focus and gadgetry such as high-tech video games or virtual reality, etc.

Maximum of $25,000 for (1,3-5). Maximum of $50,000 for (2, Fine dining)

Forgivable Loan based on funding amount. 2 years for 25k, 5 years for 50k

Available for both new and existing. Existing must be a sales tax generating business that has a current Beaumont business license that is seeking to expand their gross floor area (square footage) by 50% or more, and/or occupant load by 50% or more (new Space).

Existing businesses that are unable to meet the requirements above, due to unique circumstances or site constraints, may still apply if they feel they can still meet the program objectives below and earn a qualifying score under the established rating system. Existing outdoor seating areas / etc. seeking to expand may apply under the Façade improvement program.

The purpose of economic development assistance is to:

1. Fulfill a need within the community.

2. Create jobs within the community.

3. Generate increased sales tax for the community.

4. Create opportunities for business expansion for existing Beaumont businesses.

5. Create opportunities for recruiting new businesses.

6. Encourage additional foot traffic and social activity within the downtown.

7. Diversify the City’s sales tax base.

Proposal Ratings:

Eligible applicants loan proposals will be weighted using the following system:

1. Fulfill a need within the community

2. Total square footage or occupant load of proposed expansion

3. Estimate of increased sales tax revenue

4. Demonstrate opportunities for recruiting new businesses to fill commercial vacancies

5. Demonstrate need for business expansion for existing

6. Encourage additional foot traffic and social activity within the downtown area.

7. Diversify the City’s sales tax base

8. The risk determination analysis

3. Pre-Application Fee Waiver:

Purpose:

The purpose of the pre-application fee waiver is to provide applicants for pre-application review by DRC a $907.92 fee waiver, administratively, if the business address is within the Downtown Mixed Use or Beaumont Mixed Use Zones. The goal is to encourage new business owners to get feedback on what may be required to open and operate their business prior to securing a lease or making a building purchase.

Program allotment: N/A: Approve reduction in revenue

Maximum per Application: $907.92

Maximum Number of waivers: One per business per location

Review Process – Development Review Committee (DRC)

Certain Business: All

4. Building Investigation Fee Waiver:

Purpose:

The purpose of this fee waiver is to provide applicants a business investigation review on the building/property they are looking at, a $216.91 fee waiver, administratively, if the business address is within the Downtown Mixed Use or Beaumont Mixed Use Zones. The goal is to encourage new business owners to get feedback on what may be required to open and

operate their business from a building and safety perspective prior to securing a lease or purchasing a building.

Program allotment: N/A: Approve reduction in revenue

Maximum per Application: $216.91

Maximum Number of waivers: One per business per location

Review Process – Development Review Committee (DRC)

Certain Business: All

5. Sewer Connection Fee Deferral and Grease Trap Program:

Purpose:

The purpose of the Sewer Connection Fee Deferral Program is to reduce barrier of entry of certain business types within downtown area. Program Scope: Defer payment of up to an amount to be determined for sewer connection fees per business (types below) for the period of two years (24 months) starting at. Fees become due two-years from the date the business receives its Certificate of Occupancy. Scope should be further defined to discuss extension requests and qualifying business types such as: Restaurants w/o drive through (with indoor/outdoor seating), Bars, Breweries, Distilleries, alcoholic beverage manufacturers (small scale), Entertainment uses.

Program allotment: $100,000
Fee waivers would require program budget to reimburse the sewer enterprise fund Sewer Fee Deferral Program Scope: The following businesses are eligible for a sewer fee deferral:

1. Premium Casual Restaurants (upscale, fast casual dining, high quality food, elevated atmosphere but more casual than fine dining, seating area indoors or outdoors)

2. Sit Down fine Dining (upscale, high quality food, beer and wine list, elevated atmosphere, sizable seating area indoors and bonus for outdoor seating)

3. Bars and Cocktail Lounges (upscale and elevated atmosphere, premium offerings, activities and events)

4. Breweries, Distilleries, small scale alcohol production (manufacturing of craft beer, spirits or wine, product sold for onsite or offsite consumption, retail component with elevated atmosphere)
Max: $15,000 per business
Fees to be deferred for a maximum of 2 years from Certificate of Occupancy.

Grease Trap Program Scope: The following businesses are eligible for a sewer fee deferral:

1. Existing Restaurants

The program would provide for a $1 per $1 match, of 50% of total project cost, not to exceed $15,000 on the installation of a grease trap or grease interceptor as required by the City.

The Grease Trap program will be treated as a grant with no repayment needed.

Downtown
Business Incentive
Programs
City Council
December 6, 2022

History
General Plan Update included Downtown Area
Plan
Economic Development Strategic Plan –
identified actions steps to stimulate
development
Documents work together to aid in development
and re-development
Downtown Beaumont Revitalization Plan

History –
Previous
Discussions
Parking
Floor Area Ratio
Streamlined New Business
Application process

Program
Objectives
Reduce Barriers of entry
Improve the look, feel, and climate.
Encourage private investment.
Attract new industry groups to act as
catalyst projects to build synergy
Encourage existing businesses to expand
and grow
Encourage new business ideas

Downtown
Façade
Improvement
Program
Purpose:

Incentivize businesses to improve the aesthetic appearance of their business while establishing an overall theme throughout the downtown.

The goal is not to have every business appear the same but rather to allow business to showcase their uniqueness while still achieving the desired appearance of the downtown area plan.

The program would also allow other improvements beyond façade of the building, which could improvements to the parking lot, landscaping, and exterior seating areas.

Downtown
Façade
Improvement
Program
Program:
•Program allotment: $200,000
•Maximum per Application: $1 to $1 match, of 50% of total project cost, not to exceed $50,000 on a project totaling $100,000 or more •Paid through reimbursement (rebate) process or pay-per-invoice as work is completed and inspected
•Design Standards –to be approved by the Development Review Committee (DRC) until the Downtown Revitalization Plan is completed
•Eligibility list for acceptable improvements
•Parking lot and landscaping improvements must be done with building improvements in order to be applicable
•Review Process –Development Review Committee (DRC)

Business
Attraction
Incentive
Program
Purpose:
•The purpose of the Business Attraction Incentive Program is to provide financial assistance to support economic
development, business attraction, retention and expansion goals.
•The goals are structured to:
•Promote Beaumont as a positive place for quality business •Promote business expansion and attraction to enhance local economic growth
•Ensure that government regulations promote a favorable business climate •As a public lender, the City is interested as much in the social benefits as return on investment, and preservation of capital. •The return on investment to Beaumont can be attributed to the following items:
•I ncreased investment in the business community
•Additional jobs
•I ncreased business activity
•I ncreased tax revenue and quality of life for our residents.

Business
Attraction
Incentive
Program
Program:
•Program Allotment: $200,000
•Program Scope: The following businesses are eligible for a business incentive loan:

1.Premium Casual Restaurants

2.Sit Down fine

3.Bars and Cocktail Lounges

4.Breweries, Distilleries, small scale alcohol

5.Entertainment Uses
•Maximum of $50,000 for fine dining, $25,000 for each other category •Forgivable Loan based on funding amount:
•5 years for $50,000, 2 years for $25,000
•Available for both new and existing. Existing must be a sales tax generating business that has a current Beaumont business license that is seeking to expand their gross floor area (square footage) or occupant load by 50% or more.
•Existing businesses that are unable to increase their floor space or occupant load by 50% may still apply if they feel they can still meet the program objectives.

Pre-
Application
Fee Waiver
Purpose:

To provide applicants for pre-application review by DRC a $907.92 fee waiver, administratively, if the business address is within the Downtown Mixed Use or Beaumont Mixed Use Zones.

The goal is to encourage new business owners to get feedback on what may be required to open and operate their business prior to securing a lease or making a building purchase.

Program:
•Program allotment: N/A –Approve reduction in revenue
•Maximum per Application: $907.92
•Maximum Number of waivers: One per business per location •Review Process –Development Review Committee (DRC)
•Available to All business application in the Downtown Mixed Use or Beaumont Mixed Use Zones

Building Pre-
Inspection
Fee Waiver
Purpose:

To provide applicants a potential $216.91 fee waiver, administratively, for Building Investigations in the field by a building inspector or building official if the business address is within the Downtown Mixed Use or Beaumont Mixed Use Zones.

The goal is to encourage new business owners to get feedback on what may be required from a structural and building code basis to open and operate their business prior to securing a lease or making a building purchase.

Program:
•Program allotment: N/A –Approve reduction in revenue
•Maximum per Application: $216.91
•Maximum Number of waivers: One per business per location. •Review Process –Development Review Committee (DRC)
•Available to All business application in the Downtown Mixed Use or Beaumont Mixed Use Zones.

Sewer
Connection
Fee Deferral &
Grease Trap
Program
Purpose:

To reduce barrier of entry of certain business types within downtown area related to Sewer Capacity Impact Fees. To assist existing restaurants with sewer discharge compliance standards.

Program:
•Program allotment: $100,000
•Fee waivers would require program budget to reimburse the sewer enterprise fund
•Program Scope: The following businesses are eligible for a sewer fee deferral :

1.Premium Casual Restaurants

2.Sit Down fine

3.Bars and Cocktail Lounges

4.Breweries, Distilleries, small scale alcohol production

5.Max: $15,000 per business
•Fees to be deferred for a maximum of 2 years from Certificate of Occupancy.

Sewer Connection Fee Deferral Program

Sewer
Connection
Fee Deferral &
Grease Trap
Program
Purpose:

To assist existing restaurants with sewer discharge compliance standards.

Program:
•Eligible Businesses: Existing Restaurants
•Allow for $1 to $1 match,of 50% of total project cost, not to exceed $15,000 on the installation of a grease trap or grease interceptor as required by the City, on a project totaling $30,000 or more •The Grease Trap program will be treated as a one-time grant with no repayment required.

Sewer Grease Trap Program

Questions &
Feedback?

Staff Report

TO: City Council
FROM: Elizabeth Gibbs, City Manager
DATE December 6, 2022
SUBJECT: Sponsorship of the 2023 Cherry Festival

Description Approve the sponsorship of $100,000 for the 2023 Cherry Festival.

Background and Analysis:

The 103rd Cherry Festival will be held June 1 through June 4, 2023. This is a significant regional event that is synonymous with the City of Beaumont.

Through the years, the event has generated funds that have directly benefited the community through park improvements for Stewart Park. In past years, the Cherry Festival Association has spent over $4,000 repairing light towers at the park.

In 2017, 2018, and most recently 2022, the City supported this event with a $100,000 cash donation, as well as overtime expenses of the Beaumont Police Department and the waiving of park fees for the four day event.

In 2018, City Council designated this event as one of three annual keynote events . City staff is proposing that Beaumont continue its sponsorship of the program with a cash contribution of $100,000 to cover a portion of the artists’ fees and the waiver of cost for police services and park fees.

Fiscal Impact:

The fiscal impact is $100,000 from the recreation programs which is included in the FY23 budget. City staff estimates the cost to prepare this report to be $95.

Recommended Action:

Approve the sponsorship of the 2023 Cherry Festival and allocate $100,000 from the Recreation Programs account no. 100-1550-7040-0000.

Staff Report

TO: City Council
FROM: Jeff Hart, Public Works Director
DATE December 6, 2022
SUBJECT: First Amendment to the Professional Services Agreement with Webb Associates to Provide Engineering and Design Services

Description First Amendment to the Professional Services Agreement for the Beaumont Mesa Lift Station and Force Main Project, in an amount not to exceed $56,639.

Background and Analysis:

The Beaumont Mesa Lift Station conveys wastewater from five upstream lift stations:

Fairway Canyon, Lower Oak Valley, Upper Oak Valley, Olivewood, and Middle Oak (temporary) lift stations. The lift station conveys these flows to the City’s Wastewater Treatment Plant through an existing 12-inch force main.

On February 15, 2022, City Council approved a Professional Services Agreement with Webb Associates in an amount not to exceed $536,785 for professional engineering and design services for the Beaumont Mesa Lift Station and Force Main Design Project.

The design will resolve operational and capacity deficiencies with the existing lift station and force main. The design is currently on-going and is at the 60% design stage.

An amendment to the professional services agreement is proposed at this time to account for various deficiencies that have been discovered in existing facilities during design. These deficiencies are described as follows:

 The force main section on Nichols Road has a gap that was discovered during potholing. This section needs to be designed to provide a continuous force main.  The force main section on Western Knolls Ave. does not terminate at the location shown on the as-built plans. Additional design is needed to connect to the discovered known location.
 Multiple force mains terminate at the same manhole on Fourth Street, and the manhole is in poor condition. Additional design is needed to replace the existing manhole and separate the force mains with additional manhole terminus points in order to minimize risk of a spill and to perform routine maintenance.

An optional design task is also recommended at this time for existing sections of force main that were installed previously but have not been in service. These sections will be pressure tested, and additional funds will be needed if improvements are required.

A total amendment in an amount not to exceed $56,639 is recommended to address the deficiencies described. Design is being funded from Capital Improvement Plan (CIP) project account numbers WW -04 and WW -05. A summary of the allocation of funds for the original agreement and the proposed amendment is provided in the following table.

Mesa Lift Station
Pump & Force Main
Design (WW-04)
Mesa Lift Station
Improvements Design
(WW-05)
Total Contract
and Amendment
Amount

Agreement Summary
Original Agreement $187,874.75 $348,910.25 $536,785.00
First Amendment $19,823.65 $36,815.35 $56,639.00
Total $207,698.40 $385,725.60 $593,424.00

Fiscal Impact:

The following tables provide an overview of the current project funding, project budget, and remaining budget for both CIP account numbers WW -04 and WW-05.

WW-04 Mesa Pump & Force Main Design Project Accounting Summary Funding Summary
Funding Year Funding Source Amount
FY 20/21 Wastewater DIF $450,000.00
Total Project Funding = $450,000.00
Budget Summary
Project Component Budget Encumbered Paid to Date Remaining Budget
Project Management $0.00 $0.00 $0.00 $0.00
Preliminary Services $24,400.00 ($24,400.00) ($24,400.00) $0.00 Environmental $0.00 $0.00 $0.00 $0.00
Design $425,600.00 ($187,874.75) ($75,522.74) $237,725.25 Construction $0.00 $0.00 $0.00 $0.00
Construction Management $0.00 $0.00 $0.00 $0.00

Permits $0.00 $0.00 $0.00 $0.00
Equipment $0.00 $0.00 $0.00 $0.00
Project Summary Totals $450,000.00 ($212,274.75) ($99,922.74) $237,725.25

WW-05 Mesa Lift Station Design Project Accounting Summary Funding Summary
Funding Year Funding Source Amount
FY 20/21 SLFRF Program $400,000.00
Total Project Funding = $400,000.00
Budget Summary
Project Component Budget Encumbered Paid to Date Remaining Budget
Project Management $0.00 $0.00 $0.00 $0.00
Preliminary Services $0.00 $0.00 $0.00 $0.00
Environmental $0.00 $0.00 $0.00 $0.00
Design $400,000.00 ($348,910.25) ($140,256.53) $51,089.75 Construction $0.00 $0.00 $0.00 $0.00
Construction Management $0.00 $0.00 $0.00 $0.00
Permits $0.00 $0.00 $0.00 $0.00
Equipment $0.00 $0.00 $0.00 $0.00
Project Summary Totals $400,000.00 ($348,910.25) ($140,256.53) $51,089.75

The recommend amendment to the professional services agreement in an amount not to exceed $56,639 will bring the total contract amount for professional engineering and design services with Webb Associates to $593,424. Funding for the contract amendment will be paid from the available CIP budgets for design as shown in the preceding tables.

Recommended Action:

Approve a First Amendment to the Professional Services Agreement with Webb Associates to provide engineering and design services for the Beaumont Mesa Lift Station and Force Main project in an amount not to exceed $56,639.

Attachments:

A. First Amendment to PSA with Webb Associates
B. Original Agreement

FIRST AMENDMENT

TO PROFESSIONAL SERVICES AGREEMENT BETWEEN CITY OF BEAUMONT AND ALBERT A. WEBB ASSOCIATES FOR PROFESSIONAL ENGINEERING AND

DESIGN SERVICES FOR THE BEAUMONT MESA LIFT STATION AND FORCE MAIN PROJECT (CIP WW-04 & WW-05)

THIS FIRST AMENDMENT TO AGREEMENT FOR PROFESSIONAL SERVICES BY INDEPENDENT CONTRACTOR is made and effective as of the ___ day of _December_, 2022, by and between the CITY OF BEAUMONT, a general law city, (“CITY”) whose address is 550 E. 6th Street, Beaumont, California 92223 and ALBERT A. WEBB ASSOCIATES, a California corporation whose address is 3788 McCray Street #32, Riverside, CA 92506 (“CONTRACTOR”) in consideration of the mutual promises and purpose contained herein, the parties agree as follow:

1.RECITALS
This First Amendment is made with respect to the following facts and purpose that the parties agree are true and correct:

A. On February 15, 2022, the City and ALBERT A. WEBB ASSOCIATES, entered into that certain agreement entitled “Agreement for Professional Services by Independent Contractor” for ENGINEERING AND DESIGN SERVICES FOR THE BEAUMONT MESA LIFT STATION AND FORCE MAIN PROJECT (“Agreement”).

B.City has requested a further change in scope to the work under the Agreement regarding additional design services for existing deficiencies and CONTRACTOR has requested that the scope of work should be increased as provided in the Proposal dated November 3, 2022, a copy of which is attached hereto as Exhibit “A”, and incorporated herein by this reference.

2.AMENDMENT
Section 2 of the Agreement is hereby amended to add to the Services those services identified in the Proposal attached hereto as Exhibit “A”.

Section 4.01 of the Agreement is hereby amended to increase the maximum compensation under the Agreement as follows: Under the Agreement, compensation was set at five hundred thirty-six thousand, seven hundred eighty-five dollars ($536,785). Per this First Amendment, compensation is increased by the maximum amount of fifty-six thousand, six hundred thirty-nine dollars ($56,639) as provided in the Proposal attached hereto as Exhibit “A” resulting in total compensation under the Agreement not to exceed five hundred ninety-three thousand, four hundred twenty-four dollars ($593,424).

The recitals to this Amendment are deemed incorporated herein by this reference. All other terms of the Agreement not expressly amended by this Amendment shall remain in full force and effect.

IN WITNESS WHEREOF, the parties hereby have made and executed this First Amendment to Professional Services Agreement to be effective as of the day and year first above-written.

CITY:

CITY OF BEAUMONT

By: ________________________________
Lloyd White, Mayor

ATTEST

City Clerk

APPROVED AS TO FORM

John Pinkney, City Attorney
CONTRACTOR:

___ALBERT A. WEBB ASSOCIATES__

By: ______________________________

Print Name: _______________________

Title: _____________________________

EXHIBIT “A”

PROPOSAL DATED November 3, 2022

Section A. Cover Letter ................................................................1 Section B. Introduction/Information .............................................3 Section C. Approach ....................................................................7 Section D. Firm Profile ................................................................10 Section E. Location ....................................................................11 Section F. Organization, Key Personnel, and Resumes .............11 Section G. Project Experiences ..................................................13 Section H. References ................................................................14 Section I. Scope of Services ......................................................15 Section J. Cost Proposal ............................................................20 Section K. Additional Information ...............................................20 Section L. Insurance/ Certification .............................................20 Appendix A. Project Team Resumes ..........................................A1 Appendix B. Detailed Project Experience ..................................B1 Appendix C. CEQA Technical Study Detailed Scopes of Work ..C1 Appendix D. Project Schedule ...................................................D1 Table of Contents

1 Section A. Cover Letter
Corporate Headquarters
3788 McCray Street
Riverside, CA 92506
T: 951.686.1070
Murrieta Office
41870 Kalmia Street #160
Murrieta, CA 92562
T: 951.686.1070
January 10, 2022
Dustin Christensen, PE
Public Works Department
City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
RE: Request for Proposal for Professional Engineering Services for Beaumont Mesa Lift Station and Force Main Project
Dear Mr. Christensen:

Enclosed is Albert A. Webb Associates (WEBB) proposal to provide engineering services for the Beaumont Mesa Lift Station and Force Main Project for the City of Beaumont (City). The City needs a trusted and experienced technical team to manage and lead this project.

The WEBB Team fully
understands that the Beaumont
Mesa Lift Station and force main
is a critical component of the
City’s overall sewage collection
system and that this lift station
needs a high level of reliability
and redundancy to prevent
sanitary sewer overflows.

WEBB’s proposal delves into the critical project issues providing the City a clear path to meeting project objectives, illustrates our approach, and lays out a detailed scope of work to successfully complete the project.

Below are some specific valuable characteristics this WEBB Team delivers to this project:

Detailed Project Experience and Expertise: Our team has very specific and detailed experience with this project that will be invaluable to the City. We performed an initial evaluation of the Mesa Lift Station as part of a sewer study completed for Calimesa. We have also been working on PLC and SCADA upgrades and this and other City lift stations. Our experience designing and overseeing construction of the City’s Brineline along a significant portion of the alignment allows our team to jump start this project.

In selecting the WEBB Team, you will
have a trusted local partner with the
technical experience in lift station
design and assessment to efficiently
develop the right approach for the
lift station and force main alignment
upgrade options.
www.webbassociates.com

2 Brief Project Understanding and Approach: WEBB has reviewed the scope of work, documents provided, visited the site and understands the critical nature of this facility. The Mesa Lift Station and Force Main are critically important because they handle all of the sewer flows north of the 60 Freeway and west of the Interstate 10. The current facilities lack sufficient redundancy and storage and must operate nearly perfectly to avoid sewer backups and overflows. During certain high flow conditions, the Mesa Lift Station has less than 30 minutes of storage volume, which creates a very precarious situation for the City’s Operations Staff.

A key element of our project approach is to work closely with City Staff in determining the best approach for the lift station modifications, additional storage, and the best alignment for the force main considering available right-of-way and Caltrans permitting requirements.

Experienced Team: Our core team has the experience on similar sized facilities under similar requirements. The WEBB team is intimately aware of the current issues at the lift station and the challenges for the alignment based on our recent experience with several recent City projects.

We will need little time to get up to speed on the intricacies of this project. We understand how to unravel and investigate older facilities, and we understand how to reduce risks and challenges on just this type of project.

Efficient: The same team has worked together seamlessly and has similar experience. With our knowledge of the current status, we avoid unnecessary tasks and quickly assess the lift station condition and force main alignment options. We will work together to eliminate unnecessary tasks.

In addition, our team has experience with equipment procurement strategies and construction delivery alternatives to achieve the best product at the best price.

Commitment: The City will benefit from a team committed to identifying the best alternatives, developing the preliminary designs, and determining the most efficient procurement and implementation strategy for the best value. Our team is capable of launching straight into this project, will be responsive to your requests, and will provide expedited completion.

On behalf of our entire project team, I would like to thank the City for this opportunity to submit our proposal for this very important project. We look forward to discussing our team, our scope, and ideas with you in greater detail.

Our team members will remain available throughout the duration of the project. As a result, you can be confident your sewer system improvements will be successfully completed in a timely and professional manner. We look forward to the opportunity to continue working together. If you have any questions regarding our proposal, please contact me directly at 951.830.3389, or by email at [email protected].

Our Cost Proposal has been submitted separate from this proposal per the City’s request.

WEBB acknowledges the receipt of Addendum 1.

Sincerely,
Brian Knoll, PE - Chief Operations Officer
Work Phone: 951.248.4279
Mobile Phone: 951.830.3389
[email protected]

3 Section B. Introduction/Information
Project Understanding
The City of Beaumont (City) is requesting a proposal for the preparation of designs of upgrades for the Beaumont Mesa Lift Station with new pumps, flow meters, piping and additional wet well volume for additional emergency storage and a new 16-in diameter force main along Potrero Blvd and Western Knolls Avenue. The City’s goal is to install this critical infrastructure to meet the current and near- term needs of the City’s sewer collection system. According to the addendum, the realignment of the existing 12-in diameter force main has already been designed to 95% and will be differed until the Western Knolls Avenue is realigned.

The City service area covers approximately 26 square miles of the western portion of Riverside County bound by Calimesa, Cherry Valley, San Jacinto, and Banning. Wastewater generated in the City’s service area is collected and conveyed to the treatment facilities. The City’s sewer system consists of approximately 175 miles of gravity sewer pipelines, 20 miles of sewer force main pipelines, and nine active lift stations. The Beaumont Mesa Lift Station and Force Main were constructed in 2008 to convey wastewater from the northwest side of the City to the WWTP. Based on the data provided, it has been confirmed that an active 12-inch diameter force main crosses State Highway 60 along its alignment to the WWTP and there is a 16-in diameter force main paralleling a portion of this alignment along Western Knolls Avenue, under the 60 Fwy and then to the WWTP.

Legal Name: Albert A. Webb Associates
Legal Form of Company: Corporation
Representative: Brian Knoll, PE
Chief Operations Officer
3788 McCray Street
Riverside, CA 92506
951.248.4279
California Business License Number:

C0262218
Department of Industrial Relations (DIR):
1000006209
Above Grade Piping at Beaumont Mesa LS

WEBB assisted the City with their Wastewater Treatment Plant Expansion and Brine Line planning, design, environmental clearances, permitting and construction and is familiar with the City’s wastewater system and facilities. Specifically, our experience with the brine line alignment selection between the Beaumont Mesa Lift Station and the Wastewater Treatment Plant will be invaluable for the design of the proposed force main alignment.

Previously, WEBB has completed the Country Village Wastewater Capacity Study that reviewed upstream development, ultimately a tributary area to the Beaumont Mesa Lift Station and identified preliminary evaluation and data requirements for the lift station. WEBB understands how important this facility is to the City’s collection system and that the lift station reliability and emergency storage are critical to prevent major sanitary sewer overflows. During high flow conditions, the Mesa Lift Station has less than 30 minutes of storage, thus creating a very precarious situation for the City’s Operations Staff.

For the environmental clearance, most of the proposed alignment of the 16-inch force main was evaluated as part of the preferred alignment for the Brine Pipeline, which was analyzed in the Initial Study and Mitigated Negative Declaration for the Beaumont Wastewater Treatment Plant Upgrade/Expansion and Brine Pipeline. The Beaumont City Council adopted the mitigated negative declaration and approved the project on March 20, 2018.

For addenda to existing CEQA documents, the following state guidelines apply:

State CEQA Guidelines Section 15164(b) states:
“An addendum to an adopted negative declaration may be prepared if only minor technical changes or additions are necessary or none of the conditions described in Section 15162 calling for the preparation of a subsequent EIR or negative declaration have occurred.” An addendum would avoid the requirement for the AB 52 consultation and potential delays from this process.

Management Philosophy
WEBB understands the absolute need for strong project management. Our team will factor in all critical issues associated with schedules. Communication and coordination between an engineering consultant and the City is paramount to each project. To guarantee continuous and effective communication, Brad Sackett, our project manager is assigned to serve as the primary point of contact to the City and Brian Knoll, our principal-in-charge will be monitoring the process as a whole. This will ensure a constant and effective way of communication resulting in strong schedule control and meeting design milestones.

WEBB’s project manager will be responsible for the day-to-day project and technical management of the project including:
• Facilitating frequent and consistent communications with the City • Implementing the overall delivery plan
• Managing the overall scope, schedule, and budget
• Implementing the QA/QC Program
• Weekly e-mail updates and monthly status reports on progress The project manager will be responsible for facilitating final decisions by the City, coordination, management, communicating with the project team and the City Project Manager, and preparing and reviewing design deliverables.
4 Page 503 of 657

5 Brad Sackett led the design of the City’s Brineline and will lead the force main design.

Shane Bloomfield will take the role of project engineer for the lift station evaluation and design work and will be supported by Dave Algranti, our chief design engineer, SKM, will lead electrical and SCADA design, our design sub-consultant and Klienfelder will lead structural design. This is the same team that worked together on the City’s Wastewater Treatment Plant Upgrade project.

Schedule Management
A preliminary schedule has been prepared and included in the proposal. In collaboration with the City, the project schedule and milestones will be evaluated and modifications will be made to set the final baseline schedule during the initial project kick-off process. The baseline schedule will be monitored and tracked by our project manager to maintain the project milestones and manage critical path items. A tracking schedule will be provided with monthly updates and all schedule variances identified. Actions required to correct schedule deviations will be developed and implemented by the team. The project schedule is an effective management tool when developed and maintained to guide the design team through the tasks required to successfully complete a project. WEBB uses Microsoft Project software to schedule and track project tasks.

Key components of maintaining the project schedule revolve around the following actions between the WEBB team and the City:

1. Close coordination with the City Project Manager.

2. Effectively and thoroughly addressing City comments and concerns throughout this project.

3. Early coordination and follow up with SCE if a new electrical service is needed.

4. Early coordination and follow up with Caltrans for the parallel encroachment permit application.

WEBB will perform initial coordination with the agencies which establishes the basis for completion of these items through the preliminary and final design phases. The project manager continually reviews the project schedule, project budget, and work completed to date. The project manager will then discuss the results of this review with the City and provide updates every week. If necessary, corrective measures will be implemented and the project schedule updated.

Cost/Budget Management Plan
The proposed project budget will be prepared based on the project RFP requirements. Our project manager will track the final budget compared to the tasks completed and costs-to-date, and will identify any project cost variance at least monthly. Corrective actions will be taken to maintain the project budget. If changes to the scope and budget are deemed necessary, our project manager will work with the City to justify the need and clearly define the impacts.

Issue Management/Risk Management
The tracking of project issues and management of risks is facilitated through a tracking log and available to the City and the project team. With issues being raised through e-mail, phone calls, and meetings throughout the duration of the project, having a centralized document ensures project impacts are identified, logged, assigned, analyzed, acted upon, and addressed as part of the design process.

Communication Plan and Management
Communication between all team members and City Staff is critical to its success. A key differentiator between our project team and our competitors is our physical locations and our ability to meet with City Staff and stakeholders quickly. Whether it is City Council meetings, a community workshop, or a strategy meeting with the City, representatives from the Project Team can be there within 30 minutes.

We also have full access through Microsoft Teams to facilitate meetings in a timely and cost effective manner.

6 CURTAIL ERRORS & OMMISSIONS
QA/QC Process

CURTAIL ERRORS & OMMISSIONS
QA/QC Process
Quality Management
WEBB has established an extensive in-house Quality Assurance/Quality Control (QA/QC) Program that all project managers must conform to for all of our projects. This program is overseen by our chief operations officer, who continually monitors compliance with our in-house QA/QC Program.

Our team utilizes WEBB’s detailed approach to quality assurance and quality control. It demands our principal leaders rigorously scrutinize every critical aspect of a project. Our quality assurance begins with developing a close and continuous line of communication between the WEBB Team and the City. Our past experience indicates good communication is a critical element to project success.

Under our project protocol, we keep an organized directory of all project-related communication, meeting minutes and action items, documents, images, data, and plan sets which allows us to respond quickly to requests. We will seek the input of operations and engineering staff throughout the project development to ensure the project meets the needs of the client.

The quality control for all projects is embedded in every stage of the project development. Our QA/QC Program is designed to enhance the cooperation and synergy between the disciplines in- house, our design teams, subconsultants, and the City. Our entire staff is part of the QA/QC Program and each plays a significant role in its implementation. As an underlying principle of our QA/QC Program, WEBB will utilize senior level staff to review the work product to utilize the experience and knowledge to each aspect of the project. By bringing these disciplines together early in the project, we are able to recommend the best project alternative and develop a list of critical design issues that need to be addressed as detailed design is implemented.

After the preliminary design has been developed, the project will receive a comprehensive internal peer review prior to submittal. The peer review panel consists of WEBB professionals apart from the design team. This peer review will be utilized to ensure the preliminary design is clear, concise, comprehensive, and most importantly, meets the objectives of the City. Final approval at 100% is achieved only after the associate responsible for each portion of the project signs off on our internal QA/QC approved document, known as the “Zero Sheet”, prior to submittal to the City.

7 Section C. Approach
Based on review of available plans for the force mains, the design intent appears to be for both the 12-inch and 16-inch force mains to convey the ultimate flows to the WWTP. There were several places that the force mains would be inter-tied for redundancy and future maintenance purposes.

WEBB will confirm the exact end point of the existing 16-inch diameter force main along Western Knolls Avenue and confirm what other proposed appurtenances were previously constructed by on-site inspection and potholing. WEBB will also confirm whether the existing 16-in diameter force main is currently active and the configuration of all existing force main appurtenances and vaults to ensure they are suitable for the proposed 16-in diameter force main.

The Beaumont Mesa Lift Station receives flow from multiple lift stations and then pumps this sewage to the WWTP. Based on previous discussions with the City, none of the available as-built plans accurately reflect the existing condition of the lift station. As part of the wastewater master plan, Akel and Cannon prepared some updated as-built drawings. WEBB’s first task will be to thoroughly review those as-built drawings and other available data as part of our on-site verification of existing facilities. WEBB will supplement this information to document the existing condition such that there is a definitive set of as-builts to be used as the basis of the redesign work.

The WEBB team will then assess each of the lift station components; (wet well, emergency storage, pumps, valves, piping, electrical, emergency genset, SCADA, electrical service connection, site paving and access, etc.), determine the ultimate pump sizes/HP’s and make recommendations for the ultimate facility and appropriate phasing for this work. WEBB will review the operating points of the existing multiple low flow and one high flow pumps currently installed and compare against the system head curves for the 12-in force main, the 16-in force-main operating both together and separately. Operating outside the recommended pump curve may be the cause of wear and tear on the pumps. If a new SCE service connection is required, the application will be submitted to SCE as quickly as possible to minimize the impact to the project schedule. The WEBB team will also develop a carefully thought out cut over plan for the electrical service to essentially eliminate or minimize any service interruptions for this critical facility.

Our team includes SKM, Inc. who is familiar with the electrical systems and SCADA operation systems of the City’s multitude of lift stations and is currently working on some interim upgrades to the existing lift station’s electrical and SCADA system.

It is understood that the emergency storage volume at the lift station is to be expanded to provide additional emergency storage. WEBB will review the findings of the previous work in the master plan and confirm with the City which approach will be implemented. WEBB has included Kleinfelder on our team to prepare the necessary structural design/details for the additional emergency storage.

Currently, the area fronting the lift station is unimproved. WEBB will propose an access driveway to the existing pavement in Potrero Blvd. WEBB also has landscape architects on staff who can propose low maintenance improvements to area around the lift station owned by the City to screen the lift station and minimize maintenance costs. Ultimately, the City may want the lift station to blend into the surrounding development.

The City could condition future development to appropriately landscape around the lift station consistent with their future landscaping scheme.

8 This project will design a parallel 16-in force
main approximately 6,200 lf from the Beaumont
Mesa Lift Station along Potrero Blvd and
Western Knolls Avenue to the connection point
near the front of an existing mini storage facility.

This location is based on the available plans for
the force mains. WEBB will leverage its previous
work on the brine line design for this project.

WEBB has identified some key issues along this
alignment, confirming the connection point to
the existing 16-in force main on Western Knolls,
confirming the location/configuration of any of
the existing appurtenances along this alignment,
confirming the location of the existing 12-in
force main, and permitting the proposed 16-in
force main within Caltrans jurisdiction. There are
some major regional gas and petroleum lines
within this alignment which will be identified as
part of the utility research. WEBB will coordinate
with these major utilities for both potholing and
construction plans.

Based on review of available plans for the force
mains, the design intent appears to be for both the
12-in and 16-in force mains to convey the ultimate
flows to the WWTP. There were several places that
the force mains could be intertied for redundancy
and future maintenance purposes, consistent
with the original design concept. WEBB has the
original construction plans for the force mains and
will confirm the exact end point of the existing 16-in diameter force main along Western Knolls Avenue and confirm what other proposed appurtenances were previously constructed by on-site inspection, utility locating and potholing. It will also be confirmed whether the existing 16-in diameter force main is currently active, however, it is anticipated that the 16-in diameter force main is not currently active.

WEBB will be able to use previous data developed for the brine line associated with surveying, mapping, potholing, and geotechnical investigation for this project. WEBB will only have to supplement this work for this proposed project, saving the City time and money on these tasks. Updated aerial will be inserted into the existing mapping files as recent improvements along Potrero Blvd need to be included. Some additional potholing will also be completed by the team.

WEBB’s approach to environmental compliance for the proposed 16-inch force main and improvements at the Mesa Lift Station is to prepare an Addendum to the Initial Study and Mitigated Negative Declaration for the Beaumont Wastewater Treatment Plant Upgrade/Expansion and Brine Pipeline. Most of the proposed alignment of the 16-inch force main was evaluated as part of the preferred alignment for the Brine Pipeline, which was analyzed in the Initial Study and Mitigated Negative Declaration for the Beaumont Wastewater Treatment Plant Upgrade/Expansion and Brine Pipeline (WTP MND), which was adopted March 2018. Although the RFP provides the Caltrans CEQA/ NEPA document for their State Route 60 Project, we believe, the Proposed Project fits best using the city’s MND as the foundational CEQA document for the Proposed Project. We propose to provide Location of 12 and 16 in diameter force mains prior to
crossing the 60 Fwy
(Left) Marker for Questar 16-in pipeline along the
realignment of Western Knolls Avenue
(Right) Existing Force Main appurtenance along
Western Knolls Avenue

9 an Addendum pursuant to section 15164 of the
CEQA Guidelines to the City’s WTP MND. The
benefit of the Addendum is that no Public Review
period is needed, and AB 52 Tribal Consultation
is not triggered, thereby saving the City time and
money. Updated technical studies for air quality/
greenhouse gas emissions, biological resources,
and cultural resources will be prepared as further
described in our scope of services in Task 4.1
and Task 4.2 of this proposal.

Communication will be key in the early stages of
this project as the investigations proceed, the alternatives are analyzed, and results are documented in the technical memorandum. WEBB proposes that key personnel from the City and the WEBB team are included in weekly coordination meetings to keep the investigation process on track and obtain input from City Staff. In our technical memorandum, WEBB will outline the opportunities and challenges for the project in terms of CEQA documentation, jurisdictional delineations, regulatory permits, encroachment permits, any right-of-way or easement requirements, existing force mains, lift station upgrades and emergency storage expansion and summarize our recommendations for the final design phase.

WEBB has assembled a design team very familiar with the project, the area and these types of projects.

Brad Sackett, PE will be the overall project manager leveraging his experience with the planning, design, and construction support of the brine line. Brad will also take the lead on the force main alignment selection and design aspects of the project. Brad will be supported by Brian Knoll, PE as our principal in charge. Brian was intimately involved in the WWTP upgrades and brine line project as overall program manager for these two projects.

For the lift station, Shane Bloomfield, PE will head up the evaluation and design efforts. Shane was the lead engineer on the civil design for the WWTP project and has over 20 years of experience with pump station and lift station design. Shane will be supported by Dave Algranti, PE, WEBB’s Chief Design Engineer, with over 40 years of experience on pump station and lift station design.

Cheryl DeGano will lead up the environmental documentation for the project. Cheryl was the lead environmental analyst for the brine line CEQA documentation, and she will leverage her knowledge and experience from that work. Cheryl will be supported by Stephanie Standerfer, WEBB’s environmental department director. Autumn DeWoody will track the permitting on the project, again leveraging her area-specific knowledge from the permitting for the brine line project. WEBB’s same survey team will prepare the mapping and topography, building on the mapping already completed for the brine line project.

Mark Jeppsen from SKM, Inc. will be the lead electrical engineer and will build on his specific experience with on-going interim improvements at the Beaumont Mesa Lift Station and his experience with the City’s WWTP work. SKM also provided electrical design and SCADA programming for the WWTP Upgrade Project and has extensive experience with the City’s facilities, standards and operating procedures. Converse Consultants will provide the geotechnical investigation, leveraging their specific work on geotechnical work for the brine line project. Kleinfelder will provide the structural design of the emergency storage and wet well expansions, similar to their work on the WWTP upgrades and the brineline vault structures.

C-Below will provide potholing services, similar to those provided as part of the brine line project.

Overall, this team has worked together on many projects and specifically for the City’s Brine Line and WWTP projects and is committed to successfully completing these upgrades to the City’s critical sewer collection system infrastructure in a timely and professional manner.

Appurtenances for ex. 12-in Force Main
along Potrero Blvd

10 Section D. Firm Profile
Albert A. Webb Associates (WEBB), a Corporation, has consistently provided civil engineering services to public sector clients throughout California since 1945. This means our clients receive the benefit of a financially stable firm that has withstood many diverse economic times. WEBB is a mid-size consulting firm with offices in Riverside and Murrieta to best meet the needs of all of our clients. WEBB has over 165 associates and the in-house expertise to address the needs of cities, water and special districts, counties, regional agencies, and our partner firms within the industry. WEBB offers a broad range of services to meet the objectives of our clients which include project development, planning, design, entitlement, funding, permitting, construction management, and inspection.

Service Departments Owner and Principal Parties
Firm Specifics
• Water Resources
• Construction Management and
Inspection
• Land Development Engineering
• Traffic and Transportation Engineering
• Planning and Environmental
• Land Survey and Mapping Services
• Landscape Architecture
• Geographic Information Systems
• Matthew Webb, PE, TE, LS - President/CEO
• Scott Webb - Senior Vice President
• Steve Webb - Director of Risk Management
• Brian Knoll, PE - Chief Operations Officer
• Kevin W.M. Ferguson - Chief Development Officer
• Todd Smith - Chief Financial Officer
• Sam Gershon, RCE - Senior Vice President
• Scott Hildebrandt, PE - Senior Vice President
• Bruce Davis, PE - Senior Vice President
• Dilesh Sheth, PE, TE - Senior Vice President
• Stephanie Standerfer - Vice President
• Jason Ardery, PE, TE, LLS, CPESC, QSD - Vice
President
• Joseph Caldwell, PE, CPESC, CPSWQ, QSD, QSP,
CFM - Director
• Emily Webb, J.D. - Senior Land Use and Entitlement
Specialist
1945 165 53
Founding Year Number of Employees Professional Licenses Corporate Headquarters:
3788 McCray Street
Riverside, CA 92506
951.686.1070
Palm Desert Office:
74967 Sheryl Avenue
Palm Desert, CA 92260
T: 951.686.1070
Murrieta:
41870 Kalmia Street #160
Murrieta, CA 92562
951.686.1070

Section F. Organization, Key Personnel, and Resumes
Brad will serve as Project Manager and will be the City’s primary point-of-contact for the project. Brad will act as an extension of the City to ensure a successful outcome of this project from beginning to end. This will include a strict adherence to the project schedules and QA/QC standards that will be developed and maintained at the project’s onset. Brad will be supported by a highly qualified project team with experience on similar well projects. The experience of this team will improve overall project management and provide very effective and efficient services.

Our assigned project team consists of senior level professionals who will perform the required tasks for the City. By taking this hands-on approach, an experienced professional always has in-depth and intimate knowledge of each project task. This improves overall project management, reduces the opportunity for costly mistakes and delays, and allows our staff to provide very effective and efficient service to you. Coordination is critical for your project. Every project assigned to WEBB includes principal involvement.

Brad will be the lead on the force main for this project and will supported by our Key Project Engineers, Shane Bloomfield, PE and David Algranti, PE. Shane and Dave will assist with key components of the lift station as they have worked on multiple lift station projects. WEBB’s Principal Environmental Analyst, Cheryl Degano, will lead the environmental documentation for this project. Our team members are readily available to you and remain accessible throughout the project to the extent required to successfully complete it.

We have also fortified our project team with our specialty subconsultants - SKM, Inc. will provide electrical engineering services, C Below will provide potholing services, Converse Consultants will provide geotechnical engineering services, and Kleinfelder will provide structural design services.

These subconsultants have worked with the WEBB Team on a variety of water and sewer infrastructure projects throughout Inland Southern California.

Detailed resumes for key WEBB project team members can be found in Appendix A. • Twenty-one years of pertinent experience with WEBB
• Project Manager for the City’s Brineline project
• Extensive experience on water and sewer system design and implementation • Strong technical background on lift station design
• Long-standing relationship with our subconsultants
Project Manager Highlights
Bradley A. Sackett, PE
Senior Engineer
11 Section E. Location
Office Location: 3788 McCray Street, Riverside, CA 92506 Phone Number: 951.686.1070

We have assembled a project team of highly experienced engineering and technical personnel with extensive experience in lift station design and lift station condition assessment.

Organizational Chart
Brian Knoll, PE
Chief Operations Officer
Principal-in-Charge
C 65690
Experience: 20 Years
Bradley Sackett, PE
Senior Engineer
Project Manager
C 65862
Experience: 21 Years
Dave Algranti, PE
Chief Design Engineer
Technical Advisor
C 26817
Experience: 46 Years
Shane Bloomfield, PE
Senior Engineer
Project Engineer
C 77435
Experience: 19 Years
Stephanie Standerfer
Vice President
CEQA Manager
Experience: 22 Years
Cheryl DeGano
Principal Environmental Analyst
CEQA Analysis
Experience: 17 Years
Autumn DeWoody
Senior Environmental Analyst
Water Audit Validator
Experience: 19 Years
Electrical
Engineering
SKM Inc.

Geotechnical
Engineering
Converse
Consultants
Structural
Design
Kleinfelder
Potholing
Services
C-Below
Biological
Resources
Wood
Cultural
Resources
Æ, Inc.

LEADERSHIP

PROJECT ENGINEERS

ENVIRONMENTAL TEAM

SUBCONSULTANTS
12 Page 513 of 657

13 Section G. Project Experience
For detailed project experience, please refer to Addendum 2.

Gateway of the Americas, Sewer Lift Station No. 2
County of Imperial - Public Works
• Replacement of two 5-hp submersible sewage pumping units • Wet Well Dry Pit
• New 740 GPM pumping units, new control building
Client Contact: John Gay, 442.265.1836, [email protected] “B” Street Lift Station Upgrades
City of Imperial
• This project constructed a dry pit adjacent to the existing wet well with new non- clog Gorman-Rupp sewage pumps
• Project included oxygenation equipment to reduce odors, new shade structures, and upgraded electrical systems
Client Contact: Jackie Loper, 760.355.1152, [email protected] Regional Lift Station Improvements
Jurupa Community Services District
• Facility is a wet well dry pit design with an ultimate capacity of 4,500 GPM • Involved with all aspects of planning, phasing, design, and construction of facilities • Approx. 3.5 miles of 24-inch dia. PVC pipeline through existing developed streets Client Contact: Eddie Rhee, 951.685.7434 x 118, [email protected] River Road Lift Station
Golden State Water Company
• 60-inch diameter jacked and bore casing for 42-inch HDPE influent pipeline • 35-FT deep pre-cast manhole with sluice gate for emergency shutoff • 35-FT deep diversion structure to direct flows to any of the three wet well cells Client Contact: Eddie Rhee, 951.685.7434 x 118, [email protected] Sewer Bond Projects (Partial List)
Jurupa Community Services District
• Florine Sewer Lift Station - 3,500 LF 10-inch diameter Gravity Main and Force Main • Regional Sewer Lift Station – 7,500 GPM, 750 HP Capacity • Force Main and 2,200 LF of 27-inch diameter Gravity Sewer Client Contact: Eddie Rhee, 951.685.7434 x 118, [email protected] Clay Street Lift Station Replacement
Jurupa Community Services District
• New 700 GPM, 25 hp pumping units w/ a 100 kw standby generator @ Linares LS • New 18-inch diameter regional force main segment within Clay Street • New 8-inch diameter gravity sewers within Clay Street and General Drive • Two new 12-inch diameter waterlines within Clay Street Client Contact: Eddie Rhee, 951.685.7434 x 118, [email protected]

14 Section H. References
The City will benefit from WEBB’s approach to client service. Client service is our number one goal.

WEBB’s reputation for superior quality work, integrity, and long-standing client relationships is a direct result of our industry proven capabilities and experience. We are proud of the name WEBB as it has become synonymous with quality experience and customer service. We encourage the City to speak with your staff who have worked with our firm or to call upon our references to truly understand the commitment we all make to each of our clients and their projects.

Contact Person/Title
Eddie Rhee, PE
Engineering Manager
Jurupa Community Services District
11201 Harrel Street
Jurupa Valley, CA 91752-3715
951.685.7434 x118
[email protected]
Agency Contact Information
Jackie Loper
Director of Community Development
City of Imperial
420 South Imperial Avenue
Imperial, California 92251
760.355.3336
[email protected]
Jeff Sims
General Manager
Rubidoux Community Services District
3590 Rubidoux Boulevard
Riverside, CA, 92509-4525
951.684.7580
[email protected]
Sambo Lay
Civil Engineer
Eastern Municipal Water District
2270 Trumble Road
Perris, CA 92572-8300
951.928.3777
[email protected]
John Gay
Deputy Director of Public Works
County of Imperial - Public Works
155 South 11th Street
El Centro, CA 92243-2803
442.265.1836
[email protected]

15 Section I. Scope of Services
Task 1 - Project Management
Kick-Off Meeting – WEBB will organize and conduct a project kick-off meeting with the City upon receipt of notice to proceed. The meeting will focus on confirmation of the scope of work, schedule, identify key interface points with the City, methods for communication, points-of-contact, standards and design preferences, permitting requirements, and a review of concepts to refine site layout. In addition, WEBB will review critical path items such as site acquisition and finalize our approach in close coordination with City Staff. WEBB will provide the City with a draft agenda prior to the meeting and distribute meeting minutes summarizing results of topics discussed and action items.

Electronic Project Schedule – WEBB will prepare a baseline schedule, update the schedule monthly, and submit the updates on a monthly basis for City use, review, and comment. The schedule will include all submittals and any required coordination with City staff.

Weekly Project Status Updates – WEBB will provide the City project manager with a brief weekly update summarizing the progress made on the project, as well as any schedule or budget issues.

If project issues require discussion, WEBB will coordinate a conference call/meeting with the City’s project manager to ensure the project issues are clearly communicated and resolved.

Monthly Coordination/Progress Meetings – WEBB will organize project meetings or conference calls with the City’s project manager. During the first phases of the project, the meetings are intended to be every two weeks to maintain focus on the investigation. Once the project gets into the design phase, the meetings will be monthly. The meetings will focus on project status, action items, schedule, and budget. WEBB will provide the City with a draft agenda prior to the meeting and distribute meeting minutes summarizing results of topics discussed and action item updates. The meeting minutes will serve as the monthly report to the City and will be submitted as one hard copy and one electronic copy (pdf). Any out of-scope items will be clearly identified to the City and WEBB will seek approval prior to proceeding.

Design Workshops – WEBB will conduct presentations to City Staff at the end of each major task.

This will be at the Preliminary Design phase, the 60% design and 90% design to discuss the project details, construction schedule, costs, and constraints, and receive feedback from City Staff on the design approach and follow up on previous comments. The 60% and 90% will include a field walk to confirm site conditions are consistent with the design approach.

Quality Assurance/Quality Control – WEBB will develop a quality assurance and quality control program for the project. WEBB uses a checklist approach for pipelines and lift stations based on our experience with design for other agencies. Other documents and design calculations will be reviewed and signed off by senior staff prior to submittal. The program will include constructability and operational reviews by both WEBB and City staff.

Coordination With Other Agencies – WEBB will coordinate any required meetings with the City and other agencies. For this project, this effort is anticipated to be focused on the Caltrans if an encroachment permit is required. We do not anticipate permits from Riverside County Flood Control as this drainage is improved and not within facilities that RCFC maintains. Other agency coordination WEBB acknowledges the Scope of Work in the RFP and has summarized our proposed scope below.

will be SCE for an electrical service plan. On the Environmental side, resource agencies such as Cal Department of Wildlife may be involved depending upon the findings of the jurisdictional delineation and the project footprint. Typically, coordination with other agencies such as existing utilities, South Coast Air Quality Management City, or Riverside County Flood Control and Water Conservation City can be handled with direct correspondence, emails, or telephone conferences. The City’s project manager will be included on all communication to ensure the City is fully aware of any issues.

Task 2 - Data Gathering and Analysis
Data Gathering – WEBB will assemble all pertinent data related to the project including the WWMP, the hydraulic model, current operational data, and other related drawings and mapping from the brine line project and Caltrans recent Potrero Bridge project. WEBB will confirm critical pipeline sizes and lengths for the force main, and elevation data related to the proposed force main alignment options. WEBB will check critical parameters within the hydraulic model for accuracy and compare against existing operating set points.

Field Visits, Inquiries, and Investigations – WEBB will conduct at least one field visit to confirm parameters related to the alignment selection process. Our mapping at this stage will be based on the previously prepared mapping for the brine line, available GIS information and our field visit. We will review the alignments for potential biological and jurisdictional issues. Converse Consultants will conduct a desktop geotechnical review from published reports and available aerial data. Webb will conduct a thorough review of the lift station site, as built plans and existing mechanical and electrical equipment.

Independent Review and Analysis –WEBB will conduct a review of the Akel’s recommendations from the WWMP as it relates to the lift station, any implications for facilities such as the emergency storage capacity. Any alternatives will be identified in this preliminary design phase. This review will include the environmental documents associated with previous projects.

Environmental Concerns - As part of this task, WEBB, Wood Environment and Infrastructure Solutions (Wood), and Applied Earthworks (Æ) will assist the engineering team with potential environmental concerns (i.e., environmental constraints). The identified environmental concerns and a discussion of any jurisdictional features and needed permits will be documented in the Technical Memorandum.

Workshop and Deliverables – WEBB will conduct a workshop with City Staff with our findings. A technical memorandum will be prepared with all recommendations and findings.

Task 3 - Investigations
Task 3.1 Surveying and Utility Potholing – WEBB will self-perform field survey services to provide complete topographical survey and mapping of the selected alignment rights-of-way with 1-FT contours, supplementing the previously prepare brine line mapping. Field topography with more accuracy will be done as needed for the lift station design, design of any street or drainage improvements and where recent improvements have been implemented. The mapping will identify all existing easements, assessor parcel numbers, and existing utilities on or adjacent to the proposed sites or alignments using NAD83 coordinates and NAVD88 county benchmarks.

Any required easements, right-of-way, encroachment permits, or temporary construction easements will be considered and documented for the pipeline alignment selection and alternative analysis.

Potholing – WEBB will prepare a pothole plan for the recommended potholes, coordinate with our sub-consultant, C-Below, to perform the actual potholing, and collect survey data of each pothole. 16 Page 519 of 657

17 WEBB will prepare and maintain a pothole list and findings. Our budget includes effort for 10 potholes.

Deliverable: – A complete set of aerial photography and mapping to City Standards in AutoCAD format a potholing plan and potholing report as electronic files on CDs and two hard copies as requested in the RFP.

Task 3.2 Geotechnical Investigation – The geotechnical investigation will build upon the previously prepared report. Two new borings on the lift station site, laboratory testing, geological analysis, regional seismicity review, and preparation of the geotechnical report will be completed by Converse. The geotechnical investigation will include recommendations for excavations, backfill and compaction, seismic parameters, liquefaction, soil corrosivity, and suitability of onsite materials for backfill. The report will include soils parameters and design criteria such as allowable soils bearing, pipe bedding, shoring, dewatering, trench stability and site preparation, and earthwork specifications. We will also use the previous geotechnical report prepared for the brine line for the force main alignment.

Deliverables: Complete geotechnical investigation and corrosion analysis with findings, results, and recommendations.

Task 3.3 - Hydraulic Evaluation and Operational Control Strategy – WEBB will perform hydraulic evaluation for the lift station to confirm required hydraulic design parameters, including additional wetwell storage volume. WEBB will develop anticipated system curves for the proposed lift station for current and ultimate condition. All conditions will be considered including existing and ultimate dry and wet weather flow scenarios. WEBB will use model provided by the City as the basis of this analysis. WEBB has Infowater and Infosewer modeling software. We will also review the station set points, current and future operating conditions, start up and commissioning requirements, required integration programming and SCADA requirements.

WEBB will develop a detailed construction phasing and connection plan that preliminarily lays out the construction phasing and connection sequence of each required improvement to ensure that existing flows are properly handled or bypassed. This will be used as the final design is completed and updated to ensure that the contractor has a clear understanding of the required phasing and the project is constructable without service interruptions.

Deliverables: WEBB will summarize our findings, results, and recommendations into a technical memorandum. Hard copies and one electronic copy (searchable PDF) of the report shall be submitted for review. City comments shall be incorporated and hard copies and one electronic copy (searchable pdf) of the final report shall be submitted.

Task 4 - Environmental Services
WEBB will utilize a CEQA Initial Study Checklist (following Appendix G of the CEQA Guidelines) to document whether or not the Proposed Project will have new or different significance determinations as compared to the previously-prepared WTP MND. The intent of the Checklist is to be able to substantiate the findings per CEQA Guidelines §15164 that an Addendum can be supported. The Addendum will be focused only on the alignment for new 16-inch diameter force main and Mesa Lift Station and will determine if new or different impacts will result from what was previously disclosed in the prior CEQA document. The Addendum will include a Clarified Mitigation Monitoring and Reporting Program (CMMRP) that focuses mitigation measures only on potential impacts resulting from construction and operation of the Proposed Project. These measures can then be incorporated into the final construction contract documents

18 WEBB will support the City with filing a new Notice of Determination (NOD) once the Addendum is adopted/approved by the City.

The Addendum will be supported by updated air quality/greenhouse gas emissions, biological resources, cultural resources, and paleontological resources analysis and reports as described in Appendix C of this Proposal.

The following assumptions were used in developing the environmental scope of services:
• Project design will not create new or more severe impacts than were previously evaluated in the WTP MND.
• Obtaining an encroachment permit will not require preparation of a new National Environmental Policy Act (NEPA) document, NEPA-CEQA revalidation, an Archaeological Survey Report (ASR), Historic Property Survey Report (HPSR), or Paleontological Identification Report (PIR). • No Native American consultation will be required pursuant to AB 52. • Two (2) rounds of revisions to the Addendum are included. • One hard copy and one electronic copy will be provided at the 1st Screencheck and two hard copies and one electronical copy will be provided of the Final Addendum.

Task 5 - Easement Acquisition and Permitting Support (if required) Based on the proposed alignment, a permit for a parallel encroachment from Caltrans is anticipated.

WEBB has recently assisted the City of Victorville acquire a similar parallel encroachment permit along Hwy 18. In addition to the typical permit application, WEBB will prepare a separate justification summary for the parallel encroachment. It is anticipated that the City would commit to constructing new force mains in the future when Western Knolls Avenue is relocated to support a new Hwy 60 interchange at Potrero Blvd. A permit from SCAQMD will be required if the emergency generator is upgraded.

As noted above, an easement may be needed based on the final force main alignment. WEBB will prepare the easement legal description and plat maps and support the City in the acquisition process.

Deliverables: Easement legal and plats, permit applications and final permits Task 6 - SCE Electrical Service Upgrade
SKM will identify if an electrical service upgrade is required and will coordinate with SCE for a service plan for the ultimate facilities. We assume SCE will prepare the service plan and the City will pay all of the applicable fees. SKM will coordinate as early in the process as possible, however, SCE standard practice is not to prepare the service plan until the lift station plan is nearing 90%.

We will work closely with the SCE planner to ensure that the service plan is moving forward.

Deliverables: Approved for construction SCE Service plan.

Task 7 - Final Design and Contract Documents
Prepare civil, mechanical, architectural, electrical, instrumentation, architectural, structural, and landscaping drawings and details for the upgraded lift station and the force mains per the selected alignment. The phasing of the commissioning of the lift station and force main connections will be coordinated with the City and described in the contract documents as the project start-up plan and operational control strategy are refined at each design phase. We do not anticipate significant traffic control impacts and therefore, we anticipate that the contractor will provide traffic control based on a performance specification to

19 comply with MUTCD guidelines. WEBB will prepare one set of bid documents, technical specifications, special provisions, and contract documents incorporating all phases of the project. It is anticipated the intermediate milestones will be established based on the phasing and delineation between each project milestone will be specifically identified within the contract documents.

Prepare estimates of probable cost for all three project segments. Cost estimates will be submitted with the 60%, 90%, and 100% submittals and will be refined as the design progresses. 60% and 90% Design Workshops – Conduct two additional workshops with City Staff to update the team on the progress and details of the final design. The design workshop will take place at the 60% plans and 90% plans phase to discuss the City’s comments. A field walk will be conducted in coordination with these workshops. WEBB will provide a draft agenda to the City prior to each meeting and coordinate the presentation materials with the City’s Project Manager. Meeting minutes and action items will be provided to the City’s Project Manager after each workshop.

Deliverables: Sets of plans and specifications per City standards, construction cost estimates, and any required design calculations at 60%, 90%, and 100% submittals in hard copy format and electronic (smart PDF and original formats) as well as final signed mylars and all final documents in hard copy and electronic formats.

Task 8 - Services During Bidding
WEBB will provide services during bidding to include attending and leading the pre-bid walk, providing technical support and prepare timely responses to bidder’s questions as needed, assist the City in reviewing the bid and provide rationale for award if bids are more than 10% higher than the engineer’s estimate.

Deliverables: Draft and final addenda, memorandum if bid amounts are more than 10% higher than anticipated.

20 Section J. Cost Proposal
In accordance with the RFP, WEBB has provided the cost proposal in a separate sealed envelope.

Section K. Additional Information
No additional information at this time.

Section L. Insurance/Certification
Below is a sample insurance certificate. Upon notification of award, WEBB will provide a furnished COI to the City for the project.

ANY PROPRIETOR/PARTNER/EXECUTIVEOFFICER/MEMBER EXCLUDED?

INSR ADDL SUBRLTRINSD WVD
PRODUCER CONTACTNAME:FAXPHONE(A/C, No):(A/C, No, Ext):

E-MAILADDRESS:

INSURER A :

INSURED INSURER B :

INSURER C :

INSURER D :

INSURER E :

INSURER F :

POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY)

AUTOMOBILE LIABILITY

UMBRELLA LIAB

EXCESS LIAB

WORKERS COMPENSATIONAND EMPLOYERS' LIABILITY

AUTHORIZED REPRESENTATIVE
EACH OCCURRENCE $
DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person) $
PERSONAL & ADV INJURY $
GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $

PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT
OTHER:$
COMBINED SINGLE LIMIT $(Ea accident)
ANY AUTO BODILY INJURY (Per person) $OWNED SCHEDULED BODILY INJURY (Per accident) $AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY
(Per accident)
$

OCCUR EACH OCCURRENCE
CLAIMS-MADE AGGREGATE $
DED RETENTION $

PER OTH-STATUTE ER
E.L. EACH ACCIDENT
E.L. DISEASE - EA EMPLOYEE $If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC #

COMMERCIAL GENERAL LIABILITY
Y / N
N / A(Mandatory in NH)

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED INACCORDANCE WITH THE POLICY PROVISIONS.

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIODINDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THISCERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZEDREPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.

If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement onthis certificate does not confer rights to the certificate holder in lieu of such endorsement(s).

COVERAGES CERTIFICATE NUMBER:REVISION NUMBER:

CERTIFICATE HOLDER CANCELLATION
© 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03)

CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY)
$
$
$
$
$
The ACORD name and logo are registered marks of ACORD

KLAUTERJUNG
Kristie Koehrer
ALBEAWE-01
A
CUP9H48683618
A
BA5456P92918CAG
A
UB4J64817818
A
6305456P929TIL18
B 031711122
1,000,000
1,000,000
1,000,000
0 1,000,000
1,000,000
2,000,000
1,000,000
2,000,000
$0 Deductible 5,000
100,000
1,000,000
1,000,000
X
X
X
X
X
X
X
X X
X
X
License # 0757776
02/01/2018 02/01/2021
02/01/2018 02/01/2021
08/08/2018 08/08/2020
09/01/2018 09/01/2020
02/01/2018 02/01/2021
HUB International Insurance Services Inc.PO Box 5345Riverside, CA 92517 (951) 779-8558
Albert A. Webb Associates3788 McCray StreetRiverside, CA 92506 Travelers Property Casualty Company of America
Lexington Insurance Company
25674
19437
X
X
[email protected]
Y X
Ded $150k/EaClaim 1M 2,000,000Professional Liab.

A1
Wastewater Treatment Plant Expansion and Salt Mitigation Project, City of Beaumont (City) - Brad serves as Project Engineer for the City’s project which consists of two major components:

Brine Line - Final Design - Brine disposal is an integral part of this project and was a key driver in the selection of this project. Without a safe, reliable, and cost effective way to dispose of the brine, this project cannot move forward and compliance with the Basin Plan would be impossible. The brine pipeline connecting to the Inland Empire Brine Line (IEBL) was determined to be the best option during the feasibility study, due to cost and certainty of operation. The brine line has been sized at 12-inches and will be approximately 23-miles long. The pipeline begins at the City’s WWTP and ends near the City of San Bernardino’s WWTP on Waterman Avenue.

South Regional Lift Station Analysis, Western Riverside County Regional Wastewater Authority - Brad served as the Project Manager for this project. WEBB obtained as-built plans, pump information, current operating conditions, and ultimate flow projections from each agency. Based on the hydraulic analysis of the systems, WEBB determined the existing system maximum capacity and compared against ultimate daily and instantaneous flow projections. Since there Bradley A. Sackett, PE
Senior Engineer
Brad Sackett, PE, is a Senior Engineer and Project Manager with WEBB’s Water Resources Department. Brad specializes in assisting major public agencies with a wide variety of water resource projects. Clients seek his expertise with pumping facilities, water pipeline design, gravity sewer main design, water and sewer system master plans, hydraulic modeling analysis, and sewer resource plans for Specific Plan Environmental Impact Reports (EIRs), among other projects.

Brad has been instrumental in assisting clients with in-house projects, while representing these agencies with their constituents as an on-site consultant. Throughout Brad’s career he has been intricately involved in the design, management, and construction support of projects for such clients as Eastern Municipal Water District (EMWD), Western Municipal Water District (WMWD), and the cities of Riverside and St. Helena, to name a few.

His detailed approach ensures each project integrates flawlessly into master plan requirements from concept through construction. He specializes in operations take-over and integration of systems with a focus on cost effective and efficient transitions.

REGISTRATIONS
Registered Civil Engineer C 65862 (CA)

EDUCATION
BS, Chemical Engineering
Massachusetts Institute of Technology

AFFILIATIONS
American Water Works Association (AWWA)
Appendix A. Project Team Resumes

A2
Bradley A. Sackett, PE
Senior Engineer
is essentially no storage capacity in the South Regional Lift Station and conveyance system, all wet weather and peak flows must be pumped to the treatment plant to avoid sewer spills or discharges to the IEBL emergency connection. Flow projections included both dry weather and wet weather maximum flows based on estimates of peaking factors for both situations. Improvements were identified to meet the ultimate flow projects.

Baxter Road and Clearview Street Lift Stations, Eastern Municipal Water District Brad served as Senior Engineer for this project. Two lift stations were partially constructed during the mid-2000’s but were never completed when the housing market collapsed. With the recovery of the housing market and a revised development proposal, WEBB analyzed the proposed development plan based on revised tributary areas, determined the ultimate station capacity, inspected the existing facilities for current condition and salvageable facilities, re-designed and specified all required improvements and installation for both the renovated Baxter Road Lift Station, Clearview Street Lift Station, and the abandonment of the Menifee Court Lift Station.

Dauchy and Gamble Lift Stations, Western Municipal Water District - Brad served as Senior Engineer for this project. As part of a large residential development, WEBB designed the Dauchy and Gamble Sewer Lift Stations, the entire collection system, and force mains to convey sewage flows from the proposed residential development to the Western Water Reclamation Facility. WEBB was involved in all aspects of the project including planning, site location, design and assistance in construction.

Enchanted Heights Sewer System Infrastracture, Eastern Municipal Water District - Brad served as Senior Engineer for this project. WEBB prepared final engineering plans and specifications for a gravity collection system and accompanying lift station. This system included approximately 23,000 LF of 8-inch gravity pipe, 3,000 LF of 6-inch diameter force main, a new sanitary sewer lift station (Lukens) and modifications to an existing lift station (Diana). WEBB completed an evaluation of three potential site locations for the proposed lift station to provide the District flexibility in acquiring the required right-of-way. Critical issues included proximity to an elementary school for the emergency generator, permitting, geotechnical conditions including shallow rock and perched groundwater, on site connections to 446 residences, and the tri-party funding source from the City of Perris, Eastern Municipal Water District, and County of Riverside.

Green Valley Lift Station, Eastern Municipal Water District - Brad is currently overseeing the design of the Green Valley List Station for a developer within Eastern Municipal Water District’s service area. The station serves 460 residential units with a peak flow of 285 gpm.

Clay Street Lift Station, Jurupa Community Services District - Brad served as Project Manager for the relocation of the existing Clay Street Lift Station. The Clay Street Lift Station has a peak flow of 700 gpm, 25 hp pumping units with a 100 kw standby generator. WEBB provided design, planning, and construction management and inspection services for this project. This project consisted of 3,000 LF of 18-inch PVC sewer force main, 1,100 LF of 10-inch PVC sewer force main, 3,800 LF of 12-inch CML/CMC waterline and appurtenances, and construction of the sewer lift station.

A3
Brian Knoll, PE
Chief Operations Officer
Brian Knoll, PE, is WEBB’s Chief Operations Officer. Brian has been responsible for the design and direction of capital improvement projects throughout southern California. Brian’s expertise lies in planning, design, and construction oversight of water and wastewater facilities. Brian has been involved in numerous large multi-discipline water and wastewater projects including the City of Riverside’s 26 MGD expansion of their water quality control plant, the City of Beaumont’s advanced water treatment facility and brine line, the 14 MGD expansion of the Western Riverside Wastewater Treatment Plant, and the 6 MGD expansion of the Calipatria Water Treatment Plant. He has worked extensively with the City of Imperial, Western Municipal Water District, Golden State Water Company, the City of Corona, Crestline Lake Arrowhead Water Agency, Eastern Municipal Water District, the City of Riverside, and WRCRWA. Brian has also worked closely with other engineering partners such as CDM Smith, Black & Veatch, and CH2M Hill. His macro style in water resources leadership coupled with a practical approach, enhances Brian’s standing within the firm and the industry.

REGISTRATIONS
Registered Civil Engineer C 65690 (CA)
Registered Civil Engineer C 42407 (AZ)

EDUCATION
MS, Civil Engineering
Brigham Young University
BS, Civil Engineering
Brigham Young University

AFFILIATIONS
American Water Works Association (AWWA)
American Society of Civil Engineers (ASCE)
Water Environment Federation (WEF)
Inland County Water Association (ICWA)
“B” Street Lift Station, City of Imperial - Public Works - Brian served as Principal-in-Charge for this project. The “B” Street Lift Station was originally constructed as a submersible pump lift station with pumps 20-FT below the ground surface. These pumps consistently clogged and required excessive maintenance. The lift station was also a constant odor problem for the City. This project constructed a dry pit adjacent to the existing wet well with new non-clog Gorman-Rupp sewage pumps.

In addition, the project included oxygenation equipment to reduce odors, new shade structures, and upgraded electrical systems. WEBB also provided construction management and inspections services for this project.

Firehouse Sewer Lift Station, Olivenhain Municipal Water District - Brian served as project manager for the District’s project. The existing Firehouse Lift Station was constructed as a below grade packaged lift station within a steel enclosure. The enclosure was failing and also represented a safety hazard for operators due to the small exit.

The existing control building was also in disrepair with a leaking roof.

This project included the construction of a new dry pit, with improved access, new 750 GPM pumping units, new control building, bridge crane for pump removal, and miscellaneous site improvements.

Our work also included preparation of a sewer bypass plan to allow uninterrupted service during construction.

A4
Claypool Lift Station and Force Main, City of Imperial - Brian served as a Principal-in-Charge for the replacement of the Claypool Lift Station and new associated force main. The City of Imperial was experiencing reduced pumping capabilities in a damaged portion of force main that required the replacement of an existing pump station and the installation of a new force main. The project included the removal of the existing pump station, installation of two new pumps with controls, and the installation of 3,100 LF of 8-inch diameter PVC force main.

Sewer Lift Station #12, Lake Arrowhead Community Services District - Brian served as a Principal-in-Charge for the Sewer Lift Station #12 project for the District. WEBB provide engineering design services associated with the design of additional emergency storage at Sewer Lift Station #12. peak flow there is approximately fifteen minutes of emergency storage in the existing wet well.

WEBB designed a new below grade emergency storage vault immediately adjacent to the existing wetwell to expand that capacity to approximately one hour. The proposed vault will is located within the existing access road for Lift Station #12. The vault has an overflow weir to accept sewage flows when the sewage level in the existing wet well exceeds the high water level, a level sensor and alarm inter tied to the existing SCADA system, a bottom outlet with slide gate to drain the vault and a sloped bottom to facilitate cleaning.

Wastewater Treatment Plant Expansion and Salt Mitigation Project, City of Beaumont (City) - Brian serves as Principal-in-Charge and Project Manager for the City’s project which consists of two major components:

Waste Water Treatment Plant (WWTP) Expansion and Upgrade - Final Design The existing WWTP needs to be expanded and upgraded. The WWTP is currently treating over 75% of its permitted capacity and therefore must begin the expansion process. Per the new Regional Water Quality Control Board’s updated Basin Plan, the City must begin reducing TDS being discharged from the plant. The City completed a feasibility study to identify the best way to expand and upgrade the plant. The Plant will be converted to an MBR process followed by RO for TDS reduction. The Plant will also add screening, EQ, sludge dewatering, and drying.

Brine Line - Final Design - Brine disposal is an integral part of this project and was a key driver in the selection of this project. Without a safe, reliable, and cost effective way to dispose of the brine, this project cannot move forward and compliance with the Basin Plan would be impossible. The brine pipeline connecting to the Inland Empire Brine Line (IEBL) was determined to be the best option during the feasibility study, due to cost and certainty of operation. The brine line has been sized at 12-inches and will be approximately 23-miles long. The pipeline begins at the City’s WWTP and ends near the City of San Bernardino’s WWTP on Waterman Avenue.

Brian Knoll, PE
Chief Operations Officer

A5
River Road Lift Station, Jurupa Community Services District Dave served as Chief Design Engineer for this project. WEBB was responsible for the preliminary engineering and final design of this 19,000 GPM (27.3 MGD) ultimate capacity sewer lift station, utilizing 75 HP and 150 HP VFD vertical turbine solids handling pumping units. In addition, WEBB also developed an implementation plan to provide uninterrupted service during construction and startup of the lift station facilities. Once construction began, our team was responsible for coordination, on-site inspection services, and overall construction management.

The 55-FT deep wet well is a special design with a three compartment cast-in-place reinforced concrete structure self-cleaning wet well to better match flows at both interim and ultimate condition. The design also included a separate 35-FT deep diversion structure with sluice gates directing flow to each wet well compartment, connection to the plant headworks, grinder/comminutor, and standby emergency generator.

David Algranti, PE
Chief Design Engineer
David (Dave) Algranti, PE, is a Chief Design Engineer with WEBB’s Water Resources Department. Dave has years of experience in the planning, design, and construction of water resources projects.

With such deep knowledge of water-related systems, he assists as technical advisor for all WEBB teams handling such projects for clients. Dave helped develop WEBB’s quality management program, enabling him to coordinate and directly perform project quality control and assurance - making sure project technical issues are recognized early and resolved efficiently by an expert in the firm.

He has provided design and supervisory services for a wide range of water systems projects that provide reliable infrastructure to improve communities. These include water storage reservoirs, major water pumping plants, surge and water hammer control equipment, water treatment plants, water wells, and water transmission mains.

Clients also look to Dave for his experience with pressure station and metering facilities, utility relocation projects for state freeway projects, Clean Water Grant sewer construction projects, Department of Water Resources and U.S. Department of Agriculture Rural Development- funded water and sewer system upgrade projects, and sewage lift stations and force mains. In addition, he is well-versed in all aspects of construction management - ensuring projects proceed smoothly, remain on-schedule, and stay within budget.

Due to his recognized excellence in the industry, Dave is a member of the American Water Works Association (AWWA) Standards Committee on Steel Elevated Tanks, Standpipes, and Reservoirs.

REGISTRATIONS
Registered Civil Engineer C 26817 (CA)

EDUCATION
BS, Civil Engineering, California Polytechnic
University, Pomona

AFFILIATIONS
American Water Works Association (AWWA)

A6
David Algranti, PE
Chief Design Engineer
Regional Lift Station Improvements, Jurupa Community Services District - Dave served as Chief Design Engineer for this project. The Regional Sewer Lift Station, commonly referred to as Plant 1, is the main pumping station for the eastern half of the Jurupa Community Services District sewer service area to pump wastewater to the City of Riverside Regional Water Quality Control Plant for treatment. The facility is a wet well dry pit design with an ultimate capacity of 4,500 GPM.

The District has completed various improvements and modifications since Plant 1 and the associated Regional Force Main was originally constructed in the mid 1970’s. WEBB has been involved with nearly all aspects of planning, phasing, design, and construction of the facilities. The District has added 5 MG of emergency storage (equalization ponds and bypass pump station) which allows sewage to be bypassed for maintenance and repairs and inspection of the internal condition of the existing force main. Recent improvements included electrical and SCADA upgrades to improve reliability and site security, new wet well coating, and regional force main replacement. The Regional Force Main Replacement Project included approximately 3.5 miles of 24-inch diameter PVC pipeline through existing developed streets. Planned improvements included VFD and pump replacements to better match existing flow conditions and a final connection to the treatment plant. “B” Street Lift Station, City of Imperial - Public Works - Dave served as Chief Design Engineer for this project. The “B” Street Lift Station was originally constructed as a submersible pump lift station with pumps 20-FT below the ground surface. These pumps consistently clogged and required excessive maintenance. The lift station was also a constant odor problem for the City. This project constructed a dry pit adjacent to the existing wet well with new non-clog Gorman-Rupp sewage pumps. In addition, the project included oxygenation equipment to reduce odors, new shade structures, and upgraded electrical systems. WEBB also provided construction management and inspections services for this project.

Firehouse Sewer Lift Station Replacement, Olivenhain Municipal Water District - Dave served as Chief Design Engineer for this project. The existing Firehouse Lift Station was constructed as a below grade packaged lift station within a steel enclosure. The enclosure was failing and also represented a safety hazard for operators due to the small exit as shown in the photo above. The existing control building was also in disrepair with a leaking roof. This project included the construction of a new dry pit with improved access, new 750 GPM pumping units, new control building, bridge crane for pump removal, and miscellaneous site improvements. Our work also included preparation of a sewer bypass plan to allow uninterrupted service during construction. WEBB also provided construction management and inspection services for this project.

Gateway of the Americas, Sewer Lift Station No. 2, County of Imperial - Public Works - Dave served as Chief Design Engineer for this project. The existing sewer lift station required a complete overhaul and replacement. The project included replacement of two 5-hp submersible sewage pumping units, replacement equipment and pump appurtenances including pump guide rail system (to support three pumps), level control system, all hardware inside the wet well, and replacement of motor control center and electrical wiring. This project included the construction of a new dry pit with improved access, new 750 GPM pumping units, new control building, bridge crane for pump removal, and miscellaneous site improvements. Our work also included preparation of a sewer bypass plan to allow uninterrupted service during construction.

A7
Shane Bloomfield, PE
Senior Engineer
Shane Bloomfield, PE, is a Senior Engineer with WEBB’s Water Resources Department. Shane specializes in the design of public works projects consisting of major pumping plants, groundwater pumping wells, sewer collection system design, wet well rehabilitation, water distribution system design, wastewater treatment plant design, and hydraulic system modeling using various computer models. He has engineering design responsibilities for several projects for public works agency clients including the City of Ontario, City of Riverside, Jurupa Community Services District, Eastern Municipal Water District, and Crestline-Lake Arrowhead Water Agency.

REGISTRATIONS
Registered Civil Engineer C 77435 (CA)

EDUCATION
BS, Geology/Hydrology’
Brigham Young University
MS, Environmental Science & Engineering
Colorado School of Mines

AFFILIATIONS
National Groundwater Association (NGWA)
Replacement of Two Lift Station Pumps - Gateway of the
Americas, Sewer Lift Station No. 2, Imperial County Department of Public Works (ICDPW) - Shane served as the Project Manager for the replacement of two 5-hp submersible sewage pumping units for ICDPW’s Lift Station No. 2. Project specifications included the replacements of equipment and pump appurtenances systems, pump guide rail system (to support three pumps), level control system, and all hardware inside the wet well, replacement of motor control center, and electrical wiring.

Sewer System Improvement Projects Jurupa Community Services District - Shane served as the Project Engineer for a major project with several components to improve sewer system efficiency within the Jurupa Community Services District. The project included the Trunk Sewer System Improvements, the Regional Wastewater Pump System Expansion and New Force Main to the City of Riverside’s Water Quality Control Plant, and the Lakeside Lift Station Renovation. Working with the WEBB Team, Shane proposed a preliminary design for the various components of the project that facilitated the final design within the timeline specified by the Capital Improvement Program.

Claypool Lift Station and Force Main, City of Imperial - Shane served as a Project Engineer for the replacement of the Claypool Lift Station and new associated force main. The City of Imperial was experiencing reduced pumping capabilities in a damaged portion of force main that required the replacement of an existing pump station and the installation of a new force main. The project included the removal of the existing pump station, installation of two new pumps with controls, and the installation of 3,100 LF of 8-inch diameter PVC force main.

A8
Shane Bloomfield, PE
Senior Engineer
Lakeside Lift Station, Jurupa Community Services District - Shane served as a Project manager for the recommissioning of the Lakeside Lift Station. The Lakeside Lift Station and force main was decommissioned by the District when the Indian Hills Wastewater Reclamation Plant “Plant 2” was abandoned. The lift station had an 8-inch diameter overflow connection within its wet well structure.

Wastewater within the wet well surcharged and flowed into the overflow connection which outlet into a 12-inch diameter gravity main on Limonite Avenue, also known as the “Plant 2 Overflow Line”. Final evaluation indicated re-commissioning the station was feasible and cost effective. The design project consisted of preparing plans and specifications to re-commission the sewer lift station by removing the existing mechanical and electrical equipment and replace it with new equipment, including a new electrical service and vactor truck turnout.

Firehouse Sewer Lift Station, Olivenhain Municipal Water District - Shane served as Project Engineer for the District’s project. The existing Firehouse Lift Station was constructed as a below grade packaged lift station within a steel enclosure. The enclosure was failing and also represented a safety hazard for operators due to the small exit. The existing control building was also in disrepair with a leaking roof. This project included the construction of a new dry pit, with improved access, new 750 GPM pumping units, new control building, bridge crane for pump removal, and miscellaneous site improvements. Our work also included preparation of a sewer bypass plan to allow uninterrupted service during construction.

Claypool Lift Station and Force Main, City of Imperial - Brian served as a Principal-in-Charge for the replacement of the Claypool Lift Station and new associated force main. The City of Imperial was experiencing reduced pumping capabilities in a damaged portion of force main that required the replacement of an existing pump station and the installation of a new force main. The project included the removal of the existing pump station, installation of two new pumps with controls, and the installation of 3,100 LF of 8-inch diameter PVC force main.

Well Design & Equipping of Jurupa Community Services District Well Nos. 27 & 28, Jurupa Community Services District - Shane served as Project Manager on the well design & equipping of these wells. His responsibilities included pump (4,500 gpm to 4,000 gpm) and motor sizing (800 hp), emergency generator sizing, on-site chlorine generation system sizing, preparation of all civil and mechanical and coordination of the electrical and architectural drawings, preparation of bid documents, and technical specifications.

Well Drilling, Design, & Equipping of City of Ontario Well Nos. 40, 41, 45, 46, 47, 49, & 50, City of Ontario Municipal Utility Company - Shane served as Project Manager on the well drilling, design, & equipping of these City of Ontario wells. His responsibilities included pump (2,500 gpm to 3,500 gpm) and motor sizing (350 hp to 800 hp), emergency generator sizing, on-site chlorine generation system sizing, preparation of all civil and mechanical, and coordination of the electrical drawings, and preparation of bid documents and technical specifications for numerous groundwater drinking wells for the City of Ontario.

A9
Cheryl DeGano
Principal Environmental Analyst
Cheryl DeGano serves as a Principal Environmental Analyst with WEBB’s Planning and Environmental Department. Cheryl manages the preparation and approval of environmental and planning documents for public and private sector clients. During her consulting career, Cheryl has been responsible for the preparation and processing of environmental and planning documents including environmental impact reports, environmental assessments, initial studies and mitigated negative declarations, mitigation monitoring and reporting programs (MMRPs), specific plans, development impact fee (“Nexus”) studies per California Government Code 66000 et seq., and development and entitlement applications. Cheryl has been responsible for all aspects of these projects including research, data collection and analysis, report writing, quality assurance/quality control review, preparation of distribution lists, direction of public noticing, project management, representation at public meetings and hearings, and agency and client coordination. Cheryl is also experienced in the analysis of construction noise using the Federal Highway Administration’s Roadway Construction Noise Model (RCNM). In addition to her environmental and planning background, Cheryl has assisted public agencies and private sector clients finance public facilities/services through the formation and administration of special finance districts and is well versed in socio-economic issues.

Cheryl possesses strong communication and analytical skills and establishes and maintains excellent client relationships. Cheryl has a proven ability to take over large projects with minimal disruption to the client, experience with high profile and controversial studies, and the ability to work effectively and collaboratively within the increasingly complex regulatory and environmental context of development in southern California to develop solutions, strategies, and feasible alternatives for complex projects.

Cheryl is experienced in the preparation of environmental and planning documents and assisting public agencies and private sector clients finance public facilities/services through the formation and administration of special finance districts and the preparation of development impact fee studies. Strengths include communication and analytical skills, establishment and maintenance of excellent client relationships, proven ability to take over large projects with minimal disruption to client, experience with high profile and controversial studies, and a desire to work collaboratively toward a common goal.

EDUCATION
BA, Biology
University of California, Riverside

AFFILIATIONS
American Planning Association (APA)
Association of Environmental Professionals
(AEP)
AEP Co-Vice President of Programs 2019
AEP Inland Empire Chapter President 2013

A10
Stephanie Standerfer
Vice President
Stephanie Standerfer is a Vice President and Director of WEBB’s Planning and Environmental Department. Stephanie has worked as an environmental planning project manager, focusing on California Environmental Quality Act (CEQA) matters for small, medium, and large public and private projects.

Stephanie has managed all levels of CEQA documents for healthcare clients, community college districts, water districts, cities, counties, and private developers. Her varied project experience allows her to foresee and navigate challenges that arise during CEQA compliance. As an expert in CEQA implementation throughout Inland Southern California, she also provides local agencies training in CEQA processing. She regularly oversees and coordinates with large teams of environmental planners, engineers, and architects and actively assists her clients through the environmental compliance gauntlet.

Stephanie served as contract staff to the Western Riverside County Regional Conservation Authority (RCA), the agency responsible for implementing the Western Riverside County Multiple Species Habitat Conservation Plan (MSHCP). In this role, she provided processing, review, and consultation on MSHCP implementation procedures and policies. She provided training and policy guidance documents to not only the RCA but all permittees which included all 17 cities in western Riverside County. In this capacity she regularly interfaced with regulatory agencies working toward solutions to MSHCP compliance issues. Stephanie’s experience with the RCA has resulted in a solid amicable working relationship with the regulatory agencies which allows her to anticipate issues on projects before they arise and advise clients accordingly.

Clients benefit from Stephanie’s interdisciplinary environmental planning background which includes experience on general plan updates, specific plans, planning studies, environmental constraints analyses, air quality impact studies, health risk assessments, noise studies, biological resource surveys, and cultural resource studies. She has managed small and large teams of subconsultants, engineers, and architects on a variety of controversial public works and private development projects over the years and often spearheads making public presentations on her projects.

Because of her reputation as a CEQA authority, clients seek out Stephanie’s assistance in peer reviewing CEQA documents and guidance on CEQA and MSHCP processing strategies. She enjoys working closely with her clients and establishing long-standing professional relationships with her clients.

EDUCATION
MS, Environmental Sciences,
Washington State University, Pullman, WA
BS, Environmental Sciences,
University of California, Riverside

AFFILIATIONS
American Planning Association (APA)
Association of Environmental Professionals
(AEP)
City of Riverside Cultural Heritage Board,
Chair (2003–2011)

A11
Autumn DeWoody, CPSWQ
Senior Environmental Analyst
Autumn DeWoody, CPSWQ, is a Senior Environmental Analyst with WEBB’s Planning and Environmental Department. Autumn offers clients a bridge between our technical municipal and stormwater engineering services and environmental documentation. She regularly partners with WEBB’s project managers to prepare various planning documents on behalf of our water, wastewater, and flood control district clients.

In addition, Autumn offers private and public clients jurisdictional delineations and regulatory permitting services as well as environmental monitoring at construction sites to ensure compliance with Mitigation, Monitoring, and Reporting Plans (MMRPs). She has been repeatedly commended by clients on the frequency and helpfulness of timely updates during permit processing.

Autumn is a certified Level 1 Water Audit Validator and has also prepared Water Supply Assessments and Urban Water Management Plans for a variety of public and private clients. As a result, she appreciates the importance of timely client communication in order to collect pertinent data that is sufficiently detailed and accurate to provide a thorough reflection of the project. This data collection, communication, and collaboration early in the project has proven to keep projects on schedule and budget. She is familiar with the intricacies of complex water supply portfolios and the technical components of planning for future water demands.

Autumn brings a decade of water-related experiences in the Inland Empire including local university research in stormwater management, to non-profit water quality advocacy and on the-ground improvement projects, to commercial wet-chemistry laboratory work. Using her strong analytical skills at WEBB, Autumn reviews the hydraulic and/or hydrologic technical studies and ensures clients are provided the most current data on permitting regulation, surface and ground water quality, and local hydrology.

EDUCATION
MS, Environmental Sciences
University of California, Riverside
BS, Environmental Sciences
University of California, Riverside

CERTIFICATIONS
CPSWQ No. 0927
Certified Level 1 Water Audit Validator

AFFILIATIONS
Association of Environmental Professionals
(AEP)
Groundwater Resources Association of
California (GRA),
Southern California Chapter

A12
Subconsultants Qualifications
SKM, Inc.

Electrical Engineering
SKM, Inc. (SKM) will provide electrical engineering services for the District’s project. SKM, Inc. is a premier electrical engineering firm specializing in SCADA (supervisory control and data acquisition), telemetry, and electrical and control design. They employ a staff of highly trained electrical engineers with extensive experience in electrical design, instrumentation and controls, and PLC and HMI programming and design services. Their focus on wastewater and water systems provide clients with extensive process knowledge and understanding of water well and treatment projects.

Converse Consultants
Geotechnical Engineering
Converse Consultants provides professional services in the fields of geotechnical engineering, engineering geology, groundwater sciences, environmental sciences, and soils and materials testing and inspection. Their mission is to work together with clients to provide them with responsive and quality services, resulting in the development of long-term relationships. Clients include public agencies and private sector clients in the transportation, water/wastewater, educational, residential, commercial, and other market segments.

Kleinfelder
Structural Design
Kleinfelder will provide structural engineering services for the WEBB Team. Kleinfelder’s structural engineering services are delivered by a multi-disciplinary team of experts to various public agencies and private companies. During the past 25 years, their experienced structural engineers have gradually adapted to changing technology, codes, and standards. Kleinfelder’s structural design is fully integrated with technology using the most recent software developments such as BIM (Building Information Modeling), SAP 2000, Larsa 4D Bridge Plus, and others.

Kleinfelder’s structural engineers have extensive experience in the design and construction management support for a variety of projects utilizing current guidelines, codes, and standards. They have an outstanding reputation of accomplishing projects on time and within the original negotiated budget.

A13
C-Below
Potholing Services
C Below Subsurface Imaging (C Below) will provide potholing services for the WEBB Team. WEBB has worked on numerous water and sewer infrastructure projects with C Below. C Below specializes in subsurface imaging including utility locating, ground penetrating radar (GPR), and radiography. C Below is a certified SBE and will be providing potholing services for our team. One of the key advantages to using C Below for potholing is the training their technicians and operators undergo. Each new team member undergoes months of training in all processes before they are staffed on projects. The result is potholers that can locate and have a greater understanding of your needs.

Wood Environment and Infrastructure Solutions, Inc. (Wood E&I) Biological Resources
WEBB will team with a long-term partner, Wood E&I, to provide biological services including MSHCP surveys and regulatory permitting. Wood E&I is dedicated to technical excellence in the fields of biological issues including, but not limited to focused surveys for threatened and endangered species, Wetland Delineations, CRAM Assessments, Habitat Mitigation and Monitoring Plans, Wildlife Corridor Studies, Acoustic Studies, Mitigation/Restoration Planning and Monitoring, WEAP Training, Pre Construction Surveys, Construction Monitoring, and Post Construction Monitoring. WEBB has worked with Wood E&I for more than 60 years.

Wood E&I is dedicated to technical excellence in the fields of biological issues including, but not limited to focused surveys for threatened and endangered species, Wetland Delineations, CRAM Assessments, Habitat Mitigation and Monitoring Plans, Wildlife Corridor Studies, Acoustic Studies, Mitigation/Restoration Planning and Monitoring, WEAP Training, Pre Construction Surveys, Construction Monitoring, and Post Construction Monitoring. WEBB has worked with Wood E&I for more than 20 years. This long term relationship allows Wood to work as an extension of WEBB’s Staff and Project Managers.

Applied Earthworks, Inc. (Æ)
Cultural Resources
AE specializes in history, archaeology, paleontology, and cultural resources management. Current laws and regulations mandate consideration of prehistoric and historical remains. They use a variety of procedures to manage these resources without impeding progress. Through effective communication, technical expertise, economical and efficient project management, and creative solutions, AE makes it possible to build for the future without sacrificing our cultural heritage. WEBB and AE are currently working through AB52 compliance issues for other jurisdictions.

WEBB has partnered on multiple projects with AE over the past five years.

B1
Appendix B. Detailed Project Experience
Design Project Experience
Sewer Bond Projects (JCSD)
Jurupa Community Services District
Eddie Rhee, PE, Engineering Manager
Jurupa Community Services District
11201 Harrel Street
Jurupa Valley, CA 91752-3715
951.685.7434 x 118
[email protected]
• Florine Sewer Lift Station - 3,500 LF 10-inch diameter Gravity Main and Force Main (Complete) • Regional Sewer Lift Station – 7,500 GPM, 750 HP Capacity (Design) • Van Buren Bridge Force Main Crossing – 2,400 LF of 24-inch diameter Sewer (Complete) • Upgrades and Enhancements to Electrical/SCADA at Plant 1 (Complete) • Regional Force Main to City of Riverside WWTP – 17,600 LF of 24-inch diameter Force Main and 2,200 LF of 27-inch diameter Gravity Sewer (Complete)
• Pyrite Creek Trunk Sewer – 10,300 LF of 30-inch and 36-inch diameter Sewer Main, 7,200 LF of 8-inch to 21 inch diameter Sewer Main, 3,000 LF of Slip Lining and small Sewer Lift Station (Complete)
• Jurupa Road Trunk Sewer – 14, 600 LF of 10-inch, 18-inch, and 21-inch diameter Sewer Main (Complete)
• Sky Country Trunk Sewer – 8,100 LF of 12-inch and 18-inch diameter Sewer Main (Design) • Sky Country Trunk Sewer - 8,100 LF of 12-inch and 18-inch diameter Sewer Main (Complete) Condition Assessment Experience
• New 700 GPM, 25 hp pumping units with a 100 kw standby generator at the Linares Lift Station • A new 18-inch diameter regional force main segment within Clay Street • New 8-inch diameter gravity sewers within Clay Street and General Drive • Two new 12-inch diameter waterlines within Clay Street • A new 10-inch diameter sewer force main within Clay Street from railroad tracks to north of Linares Avenue
• Replacement of the pumps and electrical system for the existing Clay/Van Buren Lift Station, along with a new standby generator
Clay Street Lift Station
Replacement
Jurupa Community Services District
Eddie Rhee, PE, Engineering Manager
Jurupa Community Services District
11201 Harrel Street
Jurupa Valley, CA 91752-3715
951.685.7434 x 118
[email protected]

B2
The Lakeside Lift Station and force main was decommissioned by the District when the Indian Hills Wastewater Reclamation “Plant 2” was abandoned. The lift station has an existing 8-inch diameter overflow connection within its wet well structure. Currently, wastewater within the wet well surcharges and flows into this overflow connection which outlets into an existing 12-inch diameter gravity main on Limonite Avenue, also known as the “Plant 2 Overflow Line”. Because the wastewater must surcharge to flow into the Limonite Avenue line, there is an excessive build up of grease in the wet well that requires cleaning on a constant basis. The cleaning process to remove grease and waste build up creates a maintenance issue for the District. The original solution to resolve the maintenance issue was to convert the wet well to a “flow through” manhole to eliminate the surcharging and tie into the 12-inch gravity main in Limonite Avenue. During the design of the gravity system, utility potholing discovered a conflict with multiple utility lines in Limonite Avenue. It would not be feasible to avoid this conflict with the gas main by a proposed gravity line and therefore the original design concept was abandoned, and it was determined the lift station would be re-commissioned to avoid maintenance issues.

Lakeside Lift Station
Jurupa Community Services District
Eddie Rhee, PE, Engineering Manager
Jurupa Community Services District
11201 Harrel Street
Jurupa Valley, CA 91752-3715
951.685.7434 x 118
[email protected]
The “B” Street Lift Station was originally constructed as a submersible pump lift station with pumps 20-FT below the ground surface. These pumps consistently clogged and required excessive maintenance. The lift station was also a constant odor problem for the City. This project constructed a dry pit adjacent to the existing wet well with new non-clog Gorman-Rupp sewage pumps. In addition, the project included oxygenation equipment to reduce odors, new shade structures, and upgraded electrical systems. WEBB also provided construction management and inspections services for this project.
“B” Street Lift Station Upgrades
County of Imperial - Public Works
Jackie Loper, Community Development
Director
County of Imperial - Public Works
420 S. Imperial Avenue
Imperial, CA 92251-1637
760.355.1152
[email protected]

B3
• 60-inch diameter jacked and bore casing for 42-inch HDPE influent pipeline • 35-FT deep pre-cast manhole with sluice gate for emergency shutoff • 35-FT deep diversion structure to direct flows to any of the three wet well cells • SCADA operated 4-FT x 4-FT sluice gates in diversion structure • Hydraulically operated channel grinder
• Four sequentially operated, 75 HP VFD controlled vertical turbine solids handling pumps for initial capacity of 8,200 GPM; planned capacity increases up to 19,000 GPM • 20-FT x 60-FT x 60-FT deep cast-in-place wet well divided into three cells, each with two pumps in self cleaning sumps
• 20-inch diameter HDPE sewer force main to the WRCRWA Treatment Plant with provisions for a future parallel 30-inch SFM
• 650 KW standby generator
• Provisions for future odor control equipment
River Road Lift Station
Jurupa Community Services District
Eddie Rhee, PE, Engineering Manager
Jurupa Community Services District
11201 Harrel Street
Jurupa Valley, CA 91752-3715
951.685.7434 x 118
[email protected]
The Regional Sewer Lift Station, commonly referred to as Plant 1, is the main pumping station for the eastern half of the Jurupa Community Services District sewer service area to pump wastewater to the City of Riverside Regional Water Quality Control Plant for treatment. The facility is a wet well dry pit design with an ultimate capacity of 4,500 GPM. WEBB has been involved with nearly all aspects of planning, phasing, design, and construction of the facilities. Recent improvements included electrical and SCADA upgrades to improve reliability and site security, new wet well coating, and regional force main replacement.

The Regional Force Main Replacement Project included approximately 3.5 miles of 24-inch diameter PVC pipeline through existing developed streets. Planned improvements included VFD and pump replacements to better match existing flow conditions and a final connection to the treatment plant.

Regional Lift Station Improvements
Jurupa Community Services District
Eddie Rhee, PE, Engineering Manager
Jurupa Community Services District
11201 Harrel Street
Jurupa Valley, CA 91752-3715
951.685.7434 x 118
[email protected]

B4
As part of a large residential development, WEBB designed the Dauchy and Gamble Sewer Lift Stations, the entire collection system, and force mains to convey sewage flows from the proposed residential development to the Western Water Reclamation Facility. WEBB was involved in all aspects of the project including planning, site location, design, and assistance in construction.

Critical Issues
• Odor
• Space Constraints
• Sound Attenuation
Dauchy and Gamble Lift Stations
Western Municipal Water District
Derek Kawaii, PE, Director of Engineering
Western Municipal Water District
14205 Meridian Parkway
Riverside, CA 92518-3045
(951) 571-7100
[email protected]
The existing sewer lift station required a complete overhaul and replacement. The project included replacement of two 5-hp submersible sewage pumping units, replacement equipment and pump appurtenances including pump guide rail system (to support three pumps), level control system, all hardware inside the wet well, and replacement of motor control center and electrical wiring. This project included the construction of a new dry pit with improved access, new 750 GPM pumping units, new control building, bridge crane for pump removal, and miscellaneous site improvements.

Our work also included preparation of a sewer bypass plan to allow uninterrupted service during construction.

Applicable Issues:
• Wet Well Dry Pit
• Bypassing plan of Existing Flows
Gateway of the Americas, Sewer Lift
Station No. 2
County of Imperial - Public Works
John Gay, Deputy Director of Public Works
County of Imperial - Public Works
155 South 11th Street
El Centro, CA 92243-2803
442.265.1836
[email protected]

B5
WEBB Sewer Lift Station Projects (Representative List)
Capacity (GPM)Project Client
400 Lukens Lift Station EMWD
300 Diana Lift Station Improvements EMWD
130 Baxter Lift Station Retrofit EMWD
320 Clearview Lift Station Retrofit EMWD
285 Green Valley Lift Station EMWD
800 “B” Street Lift Station City of Imperial
1,000 Sandalwood Glen Lift Station Rehabilitation City of Imperial 700 Victoria Ranch Sewer Lift Station City of Imperial
500 Claypool Lift Station Improvements City of Imperial 750 Gateway of the Americas #2 Imperial County
19,000 River Road Lift Station JCSD
1,750 Chandler & Archibald Lift Station JCSD
1,000 Florine Lift Station Replacement JCSD
350 Lakeside Lift Station Rehabilitation JCSD
250 Sky Country Lift Station Rehabilitation JCSD
4500 Regional (Plant 1) Lift Station JCSD
700 Clay/Van Buren Lift Station JCSD
750 Linares Lift Staion JCSD
750 Firehouse Lift Station Olivenhain MWD
4,000 Horno Lift Station Evaluation Santa Margarita WD
750 Ripley Lift Station Riverside County-EDA
500 Green River Lift Station City of Corona
350 Gamble Lift Station WMWD
750 Dauchy Lift Station WMWD
3,500 South Regional Lift Station Analysis WMWD
800 1269 Lift Station Analysis WMWD

C1
Appendix C. CEQA Technical Study Detailed Scopes of Work Air Quality/Greenhouse Gas Emissions
WEBB will prepare an Air Quality/Greenhouse Gas (AQ/GHG) Analysis in accordance with the South Coast Air Quality Management District (SCAQMD) requirements for the construction of the pipeline alignment. The analysis will
• Calculate emissions from construction activities using the SCAQMD’s CalEEMod (version 2020.4.0) program
• Prepare a regional significance threshold analysis as well as a localized significance threshold analysis using the LST Look-Up Tables, per SCAQMD requirements • Compare project emissions to SCAQMD draft GHG thresholds • Analyze model results and incorporate mitigation measures, as appropriate, into the computer model.

A technical memorandum will summarize project-related emissions, identify potential impacts from the project, and recommend mitigation measures to reduce those impacts, as appropriate. WEBB will also calculate the energy consumption from both construction activities and long-term energy usage, if applicable, associated with the proposed project. Energy calculations will be presented in tables and included under separate cover. This scope includes revisions from one round of City comments that are editorial in nature.

Biological Resources
Wood will prepare an MSHCP Consistency Report, and (if needed) Jurisdictional Delineation, Protocol Burrowing Owl Survey, and Narrow Endemic Plant Surveys.

To prepare the MSHCP Consistency report Wood will:
• Perform an updated literature review of the project site and immediate vicinity to determine MSHCP consistency issues associated with the project site. A field survey will be conducted; using methodologies appropriate for the detection of special-status elements identified by the MSHCP. Depending on the timing of the field survey, certain elements may be undetectable, such as vernal pools. Habitat suitability will be assessed for all special-status elements potentially occurring on the site including burrowing owl, narrow-endemic plants, and vernal pools. If suitable habitat is present for the afore mentioned species within the project area and/or immediate vicinity, focused surveys may be required.
• Prepare a habitat suitability report which will include supporting documentation including a comprehensive species list, photographic figures, and maps according to the standards of the MSHCP. The report will describe the results of the biological assessment for the project. An electronic copy of the draft report will be provided for review. Following one round of review comments, any necessary changes will be incorporated into a final electronic report.

To complete the Jurisdictional Delineation Wood will:
• Update the Jurisdictional Delineation of jurisdictional areas in the vicinity of the proposed project in accordance with methodology in the Army Corps of Engineers 1987 Wetlands Delineation Manual, Arid West Supplement and applicable definitions in the California Fish and Game Code.

To make a jurisdictional determination and delineate potential waters, a Wood wetland specialist