Agenda packet — Susanville City Council, May 6, 2026 (part 1 of 2)

1 City of Susanville
66 N. Lassen Street • Susanville CA
Mendy Schuster, Mayor
Russ Brown, Mayor pro tem
Curtis Bortle • Patrick Parrish • Dawn Miller
Susanville City Council
Regular Council Meeting • City Council Chambers
Wednesday, May 6, 2026 – 4:30 PM
Call to Order
Roll Call

1. Approval of Agenda: (Additions and/or Deletions)

2. Public Comment Regarding Closed Session Items (if any): Any person may address the City Council at this time upon any subject for discussion during Closed Session.

A. Public Employment - pursuant to Government Code §54957

1. Public Safety Chief Recruitment

2. City Manager Recruitment

3. Public Works Director Recruitment

4. Return to Open Session: (recess if necessary)
• Reconvene in open session at 5:00 PM
• Pledge of Allegiance
• Invocation
• Report any changes to agenda
• Report any action out of Closed Session
• Awards or Presentations by the City Council

5. Business from the Floor: Any person may address the City Council at this time upon any subject on the agenda or not on the agenda within the jurisdiction of the City Council. However, comments on items on the agenda may be reserved until the item is discussed and any matter not on the agenda that requires action will be referred to staff for a report and action at a subsequent meeting.

Presentations are subject to a three-minute limit.

6. Consent Calendar: All matters listed under the Consent Calendar are considered to be routine by the City Council. There will be no separate discussion on these items. Any member of the public or the City Council may request removal of an item from the Consent Calendar to be considered separately.

6.A. Minutes of the City Council April 15, 2026, regular meeting

6.B. Vendor and Payroll Warrants

6.C. Consider Resolution No. 26-6538, authorizing a 3.0% increase to the Public Works Bargaining Unit Salary Matrix effective July 1, 2026, through and including June 30, 2027

7. Public Hearings:

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2 7.A. Consider Ordinance No. 26-1051, amending the City of Susanville zone map to zone the parcel Identified by APN 107-280-017 as General Commercial and Shopping Center (C-2) upon annexation to City of Susanville.

7.B. Public Hearing pursuant to Government Code Section 3502.3 to receive a report on the City of Susanville job vacancies and associated recruitment and retention efforts.

7.C. Consider Resolution No. 26-6536, approving a lien to be recorded for unpaid vehicle abatement costs incurred by the City at 2403 Riverside Drive (APN: 105-301-005-000)

7.D. Consider Resolution No. 26-6537, approving a lien to be recorded for unpaid vehicle abatement costs incurred by the City at 1101 Arnold Street (APN: 103-232-007-000).

8. Council Discussion/Announcements:

9. New Business:

9.A. Consider approval of Council Members' request to use civic contribution funds from their remaining discretionary allocation of $1,000.

10. Planning Commission:

10.A. Public Hearing - Loves Travel Stop
Consider PC Resolution No. 26-1203, recommending the City Council amend the zoning ordinance map to prezone APN# 107-280-017 as General Commercial Shopping Center.

11. Susanville Community Redevelopment Agency - no business:

12. Susanville Municipal Energy Corporation - no business:

13. Continuing Business :

13.A. Discussion regarding Memorial Ball Park Grandstand Fire Emergency Operations

14. City Manager's Reports - no business:

15. Future Council Items:

15.A. Future Council Items

16. Adjournment:
• The next regular meeting of the Susanville City Council will be held on May 20, 2026 at 4:30PM.

Reports and documents relating to each agenda item are on file in the Office of the City Clerk and are available for public inspection during normal business hours and at the meeting. These reports and documents are also available at the City’s website www.cityofsusanville.gov, unless there were systems problems posting to the website.

Accessibility: An interpreter for the hearing-impaired may be made available upon request to the City Clerk seventy-two hours prior to a meeting. A reader for the vision-impaired for purposes of reviewing the agenda may be made available upon request to the City Clerk. The location of this meeting is wheelchairPage 2 of 272 3 accessible.

I, Heidi Whitlock, certify that I caused to be posted notice of the regular meeting scheduled for May 6, 2026 in the areas designated on May 1, 2026.

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Agenda Item No. 6.A.

Agenda Item
City Council Agenda Item
Submitted By: Heidi Whitlock, City Clerk
Action Date: May 6, 2026
Subject: Minutes of the City Council April 15, 2026, regular meeting Presented By: Heidi Whitlock, City Clerk
Summary: Attached for the City Council's review and approval are the minutes of the April 15, 2026, regular meeting.

Fiscal Impact: None.

Action Requested: Motion to recieve and file the minutes of the April 15, 2026 meeting.

Attachments:

1. 2026.04.15.cc.min

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Susanville City Council
Regular Council Meeting Minutes
Wednesday, April 15, 2026 – 4:30 PM
Meeting called to order at 4:30PM.

Council Members in attendance: Schuster, Brown, Parrish, Bortle, & Miller

1. Approval of Agenda:

Dan Newton, City Manager, suggested that the order of business be altered to conduct normal business items 1-6, then continue with item 9 items until 5:30PM. At that time, they would recess and convene as the Planning Commission. Once complete, the Commission will then adjourn, and the City Council will reconvene and hear item 7A to keep the Love's items together.

MOVER: Council Member Dawn Miller
SECONDER: Mayor Pro Tem Russ Brown
AYES: Mayor Mendy Schuster, Mayor Pro Tem Russ Brown, Council Member Patrick Parrish, Council Member Curtis Bortle, Council Member Dawn Miller
NAYS: None
RESULT: Passed

2. Public Comment Regarding Closed Session Items (if any): No public comments.

The City Council convened in closed session at 4:33PM to discuss the item below.

A. A. Public Employment - pursuant to Government Code §54957

1. Public Safety Chief

4. Return to Open Session: (recess if necessary)
• Reconvene in open session at 5:04 PM
• Pledge of Allegiance
• Invocation
• Report any changes to agenda
Mr. Newton stated that prior to meeting in closed session, the Council approved the agenda with the changes mentioned above.
• Report any action out of Closed Session
Mr. Newton stated that the Council met in closed session to discuss the above-mentioned items. He continued that direction was provided to staff with no reportable action taken. • Awards or Presentations by the City Council

5. Business from the Floor: Request made to please use microphones.

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MOVER: Mayor Pro Tem Russ Brown
SECONDER: Council Member Patrick Parrish
AYES: Mayor Mendy Schuster, Mayor Pro Tem Russ Brown, Council Member Patrick Parrish, Council Member Curtis Bortle, Council Member Dawn Miller
NAYS: None
RESULT: Passed

6.A. Minutes of the City Council April 1, 2026 regular meeting

6.B. Vendor and Payroll Warrants

6.C. Consider Resolution No. 26-6530, authorizing a 2.68% increase to the Administrative Bargaining Unit Salary Matrix effective July 1, 2026, through and including June 30, 2027
Item 7 – Public Hearings heard following Item 10 – Planning Commission

8. Council Discussion/Announcements:

Council Member Bortle provided a Land Acknowledgement Statement.

9. New Business:

9.A. Consider Resolution No. 26-6529, authorizing the releasing of Tuscorora natural gas pipeline capacity to IGI Resources (IGI) until April 30, 2029, and further authorizing the City Manager to execute two updated agreements with IGI including the proposed Asset Management Agreement and the consolidated Transaction Agreement.

Mr. Newton provided an explanation of the item and requested Council approval of Resolution No. 26-6529.

MOVER: Council Member Patrick Parrish
SECONDER: Mayor Pro Tem Russ Brown
AYES: Mayor Mendy Schuster, Mayor Pro Tem Russ Brown, Council Member Patrick Parrish, Council Member Curtis Bortle, Council Member Dawn Miller
NAYS: None

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RESULT: Passed

9.B. Consider Resolution No. 26-6531, authorizing the Finance Director to increase the Golf Course budget by $5,000 for replacement of pressure relief valve Mr. Newton provided an explanation of the item and requested Council approval of Resolution No. 26-6531.

MOVER: Council Member Curtis Bortle
SECONDER: Council Member Dawn Miller
AYES: Mayor Mendy Schuster, Mayor Pro Tem Russ Brown, Council Member Patrick Parrish, Council Member Curtis Bortle, Council Member Dawn Miller
NAYS: None
RESULT: Passed

9.C. Consider Resolution No. 26-6532, awarding bid to All Season Heating and Air Inc. for the 2026 HVAC Renovation Susanville Fire Station Project Number 26-01.

Mr. Newton provided an explanation of the item and requested Council approval of Resolution No. 26-6532.

MOVER: Council Member Curtis Bortle
SECONDER: Mayor Pro Tem Russ Brown
AYES: Mayor Mendy Schuster, Mayor Pro Tem Russ Brown, Council Member Patrick Parrish, Council Member Curtis Bortle, Council Member Dawn Miller
NAYS: None
RESULT: Passed
City Council recesses at 5:26PM.

Planning Commission convenes at 5:30PM

10. Planning Commission:

10.A. Public Hearing - Loves Travel Stop
Consider PC Resolution No. 26-1200, Certifying the Final Environmental Impact Report for the Susanville Travel Stop Project, PC Resolution No. 26-1201, Recommending the City Council amend the General Plan Map to Redesignate APN#107-280-017 to General Commercial/Shopping Center, PC Resolution No.

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26-1202, Approving Architectural and Site Plan Review, Use Permit, and Sign Permit Together with Making Findings of Fact and Adopting a Mitigation Monitoring and Reporting Program for the Love's Travel Stop Project (APN 107- 280-017)
Chairperson Schuster opened the public hearing at 5:30PM.

Mr. Newton provided an explanation of the item and requested Planning Commission approval of PC Resolution No.'s 26-1200, 26-1201, and 26-1202. Mr. Newton introduced Heather Gurewitz of M Group, who the City is contracted with, to present the item. She explained that the certification of the EIR must occur, followed by the general plan amendment recommendation to City Council, followed by the approval of the use permit, ASPR, and sign permit. She added that the City Council will then be able to take action on the items.

Love's Travel Stop representative provided information related to the business.

Martin Balding, public, provided his thoughts and was not in support of the project.

Owners of the current gas stations in the area voiced their concern about the project coming in and wondered what they need to do in this situation. They added that bringing in a big business would take away small businesses.

Gary Bridges, public, stated that he believed that the addition of a truck stop would add a level of safety to 395. He added that growth cannot be stopped and feels that the project is a good thing.

No less than 3 additional members of the public voiced their thoughts on the project, including the lack of information they believe has been provided on the project.

Commissioner Parrish thanked everyone for their participation.

Chairperson Schuster closed the public hearing at 6:24PM.

City Council reconvenes at 6:25PM and takes a recess.

City Council reconvenes at 6:34PM.

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7. Public Hearings:

7.A. Consider Resolution No. 26-6533 Initiating the Annexation of APN 107-280-017 and Adjacent Public Right of Way Along State Route 36 from the Property Line Across the Highway Into the City Limits of Susanville and Authorizing the City Manager to Submit an Application for Annexation of the Parcel to the Lassen Local Agency Formation Commission, Resolution No. 26-6534 Amending the General Plan to Redesignate APN# 107-280-017 to General Commercial/Shopping Center
Mayor Schuster opened the public hearing at 6:34PM.

Mr. Newton provided an explanation of the item, and once again Heather Gurewitz, of M Group, presented the item, and requested Council approval of Resolution No. 26-6533 and 26- 6534.

Anthony Beavers, Love's Travel Stop, wanted to clarify that Love's should not degrade the area as previously mentioned during public comment.

Council Member Parrish inquired about security options, to which a response was provided, including 24-hour surveillance, building a relationship with local law enforcement, security cameras, etc. He added that they are not a truck stop but rather a travel stop. There are reservation requirements and travelers are not permitted to stay for extended periods of time.

Mayor Schuster closed the public hearing at 6:44PM.

MOVER: Council Member Curtis Bortle
SECONDER: Council Member Patrick Parrish
AYES: Mayor Mendy Schuster, Mayor Pro Tem Russ Brown, Council Member Patrick Parrish, Council Member Curtis Bortle, Council Member Dawn Miller
NAYS: None
RESULT: Passed

7.B. Consider Resolution No. 26-6525, upholding the administrative citations issued against 602 Main St. (APN: 103-303-002-000)
Mayor Schuster opened the public hearing at 6:44PM.

Mike Prettyman, Code Enforcement Officer, provided an explanation of the item and requested Council approval of Resolution No. 26-6525.

Susan Chaffer, property owner, provided her side of what occurred and requested the Council consider waiving the fines.

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Discussion occurred regarding whether to continue with the assessment of the fines.

Mayor Schuster closed the public hearing at 7:01PM.

Motion to approve Resolution No. 26-6525, with the amendment of allowing the responsible party 6 months to allow for a monthly payment plan.

MOVER: Council Member Curtis Bortle
SECONDER: Mayor Pro Tem Russ Brown
AYES: Mayor Pro Tem Russ Brown, Council Member Patrick Parrish, Council Member Curtis Bortle, Council Member Dawn Miller
NAYS: Mayor Mendy Schuster
RESULT: Passed

7.C. Consider Resolution No. 26-6527, approving recordation of a lien for unpaid administrative penalties issued against 1101 Arnold Street (APN:103-232-007- 000)
Mayor Schuster opened the public hearing at 7:03PM.

Mr. Prettyman provided an explanation of the item and requested Council approval of Resolution No. 26-6527.

Mr. Morales spoke regarding his property.

Mr. Newton offered additional information regarding how the costs and fees are calculated.

Mayor Schuster closed the public hearing at 7:14PM.

7.D. Consider Resolution No. 26-6528, confirming a cost report of abatement and incidental expenses incurred by the City of Susanville for the execution of Nuisance Abatement Order NA-2025-001 at 17 Orange Street (APN: 107-152- 011-000)
Mayor Schuster opened the public hearing at 7:15PM.

Mr. Prettyman provided an explanation of the item and requested Council approval of Resolution No. 26-6528.

Mayor Schuster closed the public hearing at 7:16PM.

MOVER: Council Member Curtis Bortle
SECONDER: Council Member Dawn Miller

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AYES: Mayor Mendy Schuster, Mayor Pro Tem Russ Brown, Council Member Patrick Parrish, Council Member Curtis Bortle, Council Member Dawn Miller
NAYS: None
RESULT: Passed

11. Susanville Community Redevelopment Agency - No business

12. Susanville Municipal Energy Corporation - No business

13. Continuing Business – No business

14. City Manager's Reports:

14.A. Department Reports - Fire Department
Acting Assistant Fire Chief, Leon Myers, provided a report of the current happenings with the Fire Department.

Council Member Brown exited the chambers at 7:40PM and returned at 7:43PM.

15. Future Council Items:

15.A. Future Council Items
Mayor Schuster requested a future item to discuss her remaining civic contributions of $500.00 going to the Chamber for fireworks. Council Member Bortle requested $500 for SIR. Miller agreed.

16. Adjournment:
• The next regular meeting of the Susanville City Council will be held on May 6, 2026, at 4:30PM.

Heidi Whitlock, City Clerk Mendy Schuster, Mayor
Approved on: ___________________

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Agenda Item No. 6.B.

Agenda Item
City Council Agenda Item
Submitted By:

Action Date: May 6, 2026
Subject: Vendor and Payroll Warrants
Presented By:

Summary:

Warrants dated April 2, 2026 through April 22, 2026 numbered 226140 – 226227, 226231 – 226269, and 226273 – 226279.

Fiscal Impact:

Accounts Payable warrants totaling $496,976.00, plus $399,722.91 in Payroll warrants, for a total of $896,698.91.

Action Requested:

Motion to file and receive.

Attachments:

1. 04-02-2026

2. 04-09-2026

3. 04-16-2026

4. 04-17-2026

5. 04-20-2026

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 1 Check Issue Dates: 4/2/2026 - 4/2/2026 Apr 02, 2026 01:52PM Report Criteria:

Report type: GL detail
Check.Voided = False
GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount 04/26 04/02/2026 226140 1244 ACUSHNET COMPANY TILTL PRO V1X- GC 922606196 1 7530-451-52-46 SUPPLIES-GENERAL 1,429.73 1,429.73 Total 922606196: 1,429.73 1,429.73
04/26 04/02/2026 226140 1244 ACUSHNET COMPANY TILTL PRO V1X- GC 922666157 1 7530-451-52-46 SUPPLIES-GENERAL 1,195.31 1,195.31 Total 922666157: 1,195.31 1,195.31
04/26 04/02/2026 226141 9432 ALL SEASON HEATING WRP #0030 CAPP PALMER 032526 1 8404-430-15-48 GRANTS 7,000.00 7,000.00 Total 032526: 7,000.00 7,000.00
04/26 04/02/2026 226142 10981 ALSCO INC LREN2097719 LAUNDRY BAG- LREN2097719 1 7401-430-62-44 LINEN SERVICES 87.96 87.96 Total LREN2097719: 87.96 87.96
04/26 04/02/2026 226142 10981 ALSCO INC LREN2097720 LAUNDRY BAG- P LREN2097720 1 1011-452-20-44 LINEN SERVICES 40.00 40.00 Total LREN2097720: 40.00 40.00
04/26 04/02/2026 226142 10981 ALSCO INC LREN2097721 LAUNDRY BAG- S LREN2097721 1 2007-431-20-44 LINEN SERVICE 70.20 70.20 Total LREN2097721: 70.20 70.20
04/26 04/02/2026 226142 10981 ALSCO INC LREN2097722 LAUNDRY BAG- LREN2097722 1 7110-430-42-44 LINEN SERVICE 79.16 79.16 Total LREN2097722: 79.16 79.16
04/26 04/02/2026 226142 10981 ALSCO INC LREN2099388 LAUNDRY BAG-G LREN2099388 1 7401-430-62-44 LINEN SERVICES 87.96 87.96 Total LREN2099388: 87.96 87.96
04/26 04/02/2026 226142 10981 ALSCO INC LREN2099389 LAUNDRY BAG- P LREN2099389 1 1011-452-20-44 LINEN SERVICES 40.00 40.00 M = Manual Check, V = Void Check

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 2 Check Issue Dates: 4/2/2026 - 4/2/2026 Apr 02, 2026 01:52PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount Total LREN2099389: 40.00 40.00
04/26 04/02/2026 226142 10981 ALSCO INC LREN2099390 LAUNDRY BAG-S LREN2099390 1 2007-431-20-44 LINEN SERVICE 70.20 70.20 Total LREN2099390: 70.20 70.20
04/26 04/02/2026 226142 10981 ALSCO INC LREN2099391 LAUNDRY BAG- LREN2099391 1 7110-430-42-44 LINEN SERVICE 79.16 79.16 Total LREN2099391: 79.16 79.16
04/26 04/02/2026 226142 10981 ALSCO INC LREN2101065 LAUNDRY BAG- LREN2101065 1 7401-430-62-44 LINEN SERVICES 87.96 87.96 Total LREN2101065: 87.96 87.96
04/26 04/02/2026 226142 10981 ALSCO INC LREN2101066 LAUNDRY BAG- P LREN2101066 1 1011-452-20-44 LINEN SERVICES 40.00 40.00 Total LREN2101066: 40.00 40.00
04/26 04/02/2026 226142 10981 ALSCO INC LREN2101067 LAUNDRY BAG-S LREN2101067 1 2007-431-20-44 LINEN SERVICE 70.20 70.20 Total LREN2101067: 70.20 70.20
04/26 04/02/2026 226142 10981 ALSCO INC LREN2101068 LAUNDRY BAG- LREN2101068 1 7110-430-42-44 LINEN SERVICE 79.16 79.16 Total LREN2101068: 79.16 79.16
04/26 04/02/2026 226143 9678 CAMERON MONAHAN CA POST SCIENCE REDDING C 031126 1 1009-421-10-45 TRAINING 374.00 374.00 Total 031126: 374.00 374.00
04/26 04/02/2026 226144 986 CARLSONS TIRE PROS FLAT REPAIR- GC 13861 1 7530-451-52-44 REPAIR & MAINTENANCE - EQU 35.00 35.00 Total 13861: 35.00 35.00
04/26 04/02/2026 226144 986 CARLSONS TIRE PROS REPAIR & MAINT-STREETS SB1 14479 1 2005-431-20-44 REPAIR AND MAINTENANCE VE 92.36 92.36 Total 14479: 92.36 92.36
M = Manual Check, V = Void Check

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 3 Check Issue Dates: 4/2/2026 - 4/2/2026 Apr 02, 2026 01:52PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount 04/26 04/02/2026 226145 161 CSK AUTO INC HI-PWR BELT- AIRPORT 2740-230222 1 7201-430-81-44 REPAIR AND MAINTENANCE-FA 16.78 16.78 Total 2740-230222: 16.78 16.78
04/26 04/02/2026 226145 161 CSK AUTO INC OIL FILTER- STREETS SB1 2740-230242 1 2005-431-20-44 REPAIR AND MAINTENANCE VE 88.33 88.33 Total 2740-230242: 88.33 88.33
04/26 04/02/2026 226145 161 CSK AUTO INC HD AIR FLTR - GAS 2740-230848 1 7401-430-62-44 REPAIR AND MAINT-VEHICLE 165.36 165.36 Total 2740-230848: 165.36 165.36
04/26 04/02/2026 226145 161 CSK AUTO INC WHELEN LIGHT BAR- STREETS 2740-230887 1 2005-431-20-44 REPAIR AND MAINTENANCE VE 448.14 448.14 Total 2740-230887: 448.14 448.14
04/26 04/02/2026 226145 161 CSK AUTO INC REPAIR AND MAINTENACE- ST 2740-231829 1 2005-431-20-44 REPAIR AND MAINTENANCE VE 91.38 91.38 Total 2740-231829: 91.38 91.38
04/26 04/02/2026 226145 161 CSK AUTO INC RELAY ABS RLY CN- STREETS 2740-233456 1 2005-431-20-44 REPAIR AND MAINTENANCE VE 54.82 54.82 Total 2740-233456: 54.82 54.82
04/26 04/02/2026 226145 161 CSK AUTO INC SEMI-MET PAD- STREETS SB1 2740-233531 1 2005-431-20-44 REPAIR AND MAINTENANCE VE 335.55 335.55 Total 2740-233531: 335.55 335.55
04/26 04/02/2026 226145 161 CSK AUTO INC SEMI-MET PAD- STREETS SB1 2740-233749 1 2005-431-20-44 REPAIR AND MAINTENANCE VE 48.28 48.28 Total 2740-233749: 48.28 48.28
04/26 04/02/2026 226145 161 CSK AUTO INC 3X30 RC STRP- WATER 2740-234011 1 7110-430-42-44 REPAIR AND MAINTENANCE-VE 43.29 43.29 Total 2740-234011: 43.29 43.29
04/26 04/02/2026 226145 161 CSK AUTO INC DEF PUMP- GAS 2740-234077 1 7401-430-62-44 REPAIR AND MAINT-VEHICLE 338.64 338.64 M = Manual Check, V = Void Check

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 4 Check Issue Dates: 4/2/2026 - 4/2/2026 Apr 02, 2026 01:52PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount Total 2740-234077: 338.64 338.64
04/26 04/02/2026 226145 161 CSK AUTO INC SEMI-MET PAD- STREETS SB1 2740-234084 1 2005-431-20-44 REPAIR AND MAINTENANCE VE 32.46- 32.46- Total 2740-234084: 32.46- 32.46-
04/26 04/02/2026 226146 10670 CURRENT ELECTRIC & A SECURITY SYSTEM MONITORI 055692 1 7530-451-52-43 TECHNICAL SERVICES 40.00 40.00 Total 055692: 40.00 40.00
04/26 04/02/2026 226147 SCORE BOARD MEETING REIM 032526 1 1000-413-20-45 TRAVEL 156.60 156.60 Total 032526: 156.60 156.60
04/26 04/02/2026 226148 1484 EDGES ELECTRICAL GR FACILITY-REPAIR & MAINTENA S6681534.001 1 1011-452-20-44 FACILITY - REPAIR & MAINTENA 44.67 44.67 Total S6681534.001: 44.67 44.67
04/26 04/02/2026 226148 1484 EDGES ELECTRICAL GR FACILITY-REPAIR & MAINTENA S6681534.002 1 1011-452-20-44 FACILITY - REPAIR & MAINTENA 27.18 27.18 Total S6681534.002: 27.18 27.18
04/26 04/02/2026 226149 1033 FGL ENVIRONMENTAL WATER SAMPLING-WATER 672014A 1 7110-430-42-43 PROFESSIONAL SVCS 125.00 125.00 Total 672014A: 125.00 125.00
04/26 04/02/2026 226150 REIM SCORE BOARD MEETING 032526 1 1000-411-10-45 TRAVEL 156.00 156.00 04/26 04/02/2026 226150 REIM SCORE BOARD MEETING 032526 2 1000-411-10-45 TRAVEL .60 .60 Total 032526: 156.60 156.60
04/26 04/02/2026 226151 11513 PUBLIC SAFETY CHIEF RECRUI 1 OF 1 1 1000-416-10-43 PROFESSIONAL SVCS 17,500.00 17,500.00 Total 1 OF 1: 17,500.00 17,500.00
04/26 04/02/2026 226152 11569 REFUND GAS DEPOSIT 10531900503 1 7401-2228-000 DEPOSITS-CUSTOMER 87.01 87.01 M = Manual Check, V = Void Check

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 5 Check Issue Dates: 4/2/2026 - 4/2/2026 Apr 02, 2026 01:52PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount Total 10531900503: 87.01 87.01
04/26 04/02/2026 226153 411 LASSEN MOTOR PARTS SELLERS SHOP TOWEL-GAS 486280 1 7401-430-62-46 SUPPLIES-GENERAL 9.96 9.96 Total 486280: 9.96 9.96
04/26 04/02/2026 226154 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385532 1 2005-431-20-46 SUPPLIES-GENERAL 8.24 8.24 Total 385532: 8.24 8.24
04/26 04/02/2026 226154 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385545 1 2005-431-20-46 SUPPLIES-GENERAL 6.54 6.54 Total 385545: 6.54 6.54
04/26 04/02/2026 226154 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385559 1 2005-431-20-46 SUPPLIES-GENERAL 5.50 5.50 Total 385559: 5.50 5.50
04/26 04/02/2026 226154 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385569 1 2005-431-20-46 SUPPLIES-GENERAL 5.72 5.72 Total 385569: 5.72 5.72
04/26 04/02/2026 226154 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385607 1 2005-431-20-46 SUPPLIES-GENERAL 7.82 7.82 Total 385607: 7.82 7.82
04/26 04/02/2026 226154 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385630 1 2005-431-20-46 SUPPLIES-GENERAL 7.22 7.22 Total 385630: 7.22 7.22
04/26 04/02/2026 226154 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385646 1 2005-431-20-46 SUPPLIES-GENERAL 9.10 9.10 Total 385646: 9.10 9.10
04/26 04/02/2026 226154 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385658 1 2005-431-20-46 SUPPLIES-GENERAL 15.78 15.78 Total 385658: 15.78 15.78
M = Manual Check, V = Void Check

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 6 Check Issue Dates: 4/2/2026 - 4/2/2026 Apr 02, 2026 01:52PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount 04/26 04/02/2026 226155 1236 LASSEN SPORTMEN'S C ANNUAL FISING DERBY CONTR 033126 1 1000-466-33-46 DISCRETIONARY - MYR PROTE 1,000.00 1,000.00 Total 033126: 1,000.00 1,000.00
04/26 04/02/2026 226156 11588 LEGAL UPDATES, LCC SOFTWARE FOR LEGAL UPDAT 032426 1 1009-421-10-47 SOFTWARE 816.00 816.00 Total 032426: 816.00 816.00
04/26 04/02/2026 226157 425 LES SCHWAB TIRE CENT FLAT REPAIR- STREET SB1 60400503566 1 2005-431-20-44 REPAIR AND MAINTENANCE VE 50.99 50.99 Total 60400503566: 50.99 50.99
04/26 04/02/2026 226158 437 LMUD GOLF COURSE IRR WELL/ NAG 122907 032526 1 7530-451-52-46 ELECTRICITY 49.02 49.02 Total 122907 032526: 49.02 49.02
04/26 04/02/2026 226158 437 LMUD GOLF COURSE PUMP STATION 122910 032526 1 7530-451-52-46 ELECTRICITY 130.97 130.97 Total 122910 032526: 130.97 130.97
04/26 04/02/2026 226158 437 LMUD GOLF COURSE IRR PUMP/8TH 122929 032526 1 7530-451-52-46 ELECTRICITY 30.22 30.22 Total 122929 032526: 30.22 30.22
04/26 04/02/2026 226158 437 LMUD GOLF COURSE PUMP HOUSE 132052 032526 1 7530-451-52-46 ELECTRICITY 36.06 36.06 Total 132052 032526: 36.06 36.06
04/26 04/02/2026 226158 437 LMUD 470-895 CIRCLE DR-CLUB HOU 144281 032526 1 7530-451-52-46 ELECTRICITY 436.61 436.61 Total 144281 032526: 436.61 436.61
04/26 04/02/2026 226158 437 LMUD 1505 MAIN ST FIRE STATION 2876 032526 1 1010-422-10-46 ELECTRICITY 912.44 912.44 Total 2876 032526: 912.44 912.44
04/26 04/02/2026 226158 437 LMUD GOLF COURSE CLUB HOUSE 7394 032526 1 7530-451-52-46 ELECTRICITY 70.05 70.05 M = Manual Check, V = Void Check

Page 18 of 272 ends

CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 7 Check Issue Dates: 4/2/2026 - 4/2/2026 Apr 02, 2026 01:52PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount Total 7394 032526: 70.05 70.05
04/26 04/02/2026 226158 437 LMUD GOLF COURSE CART BARN 2 7400 032526 1 7530-451-52-46 ELECTRICITY 37.57 37.57 Total 7400 032526: 37.57 37.57
04/26 04/02/2026 226158 437 LMUD GOLF COURSE BARN 1 & 3 9312 032526 1 7530-451-52-46 ELECTRICITY 30.00 30.00 Total 9312 032526: 30.00 30.00
04/26 04/02/2026 226159 11324 CA POST SCIENCE REDDING C 031126 1 1009-421-10-45 TRAINING 374.00 374.00 Total 031126: 374.00 374.00
04/26 04/02/2026 226160 467 METER VALVE & CONTR ITRON GAS ERT ERG-5600-001- INV-009672 1 7401-1410-004 INVENTORY-GAS REGULATORS 1,159.38 1,159.38 Total INV-009672: 1,159.38 1,159.38
04/26 04/02/2026 226161 9652 NOVAH ELECTRIC TROUBLESHOOT 5 AMP FUSE - 4356 1 7110-430-42-43 PROFESSIONAL SVCS 712.50 712.50 Total 4356: 712.50 712.50
04/26 04/02/2026 226162 9456 NUTRIEN AG SOLUTIONS SUPPLIES-STREETS SB1 30158714 1 2005-431-20-46 SUPPLIES-GENERAL 812.96 812.96 Total 30158714: 812.96 812.96
04/26 04/02/2026 226163 11295 CA LEAGUE OS CITIES SACRA 032526 1 1000-411-40-45 TRAVEL 256.00 256.00 Total 032526: 256.00 256.00
04/26 04/02/2026 226164 546 PAYLESS BUILDING SUP SUPPLIES- STREETS SB1 406489 1 2005-431-20-46 SUPPLIES-GENERAL 16.76 16.76 Total 406489: 16.76 16.76
04/26 04/02/2026 226164 546 PAYLESS BUILDING SUP SUPPLIES- STREETS SB1 406683 1 2005-431-20-46 SUPPLIES-GENERAL 14.99 14.99 Total 406683: 14.99 14.99
M = Manual Check, V = Void Check

Page 19 of 272 ends

CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 8 Check Issue Dates: 4/2/2026 - 4/2/2026 Apr 02, 2026 01:52PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount 04/26 04/02/2026 226165 1286 PROFORCE LAW ENFOR PURCHASE 2 FIREARMS & ACC 597512 1 1009-421-10-44 FIREARM-REPAIR & MAINTENA 1,424.57 1,424.57 Total 597512: 1,424.57 1,424.57
04/26 04/02/2026 226166 11589 DEPOSIT RETURN COMM. CEN 032626 1 1000-2228-009 DEPOSITS-COMM CENTER RE 105.00 105.00 Total 032626: 105.00 105.00
04/26 04/02/2026 226167 11590 REFUND GAS DEPOSIT 10507900310 1 7401-2228-000 DEPOSITS-CUSTOMER 129.13 129.13 Total 10507900310: 129.13 129.13
04/26 04/02/2026 226168 8673 S.T. RHOADES CONSTRU FINAL PRG PYM PROJECT# 02- 032326 1 2007-2206-000 RETAINAGE PAYABLE 114,047.08 114,047.08 Total 032326: 114,047.08 114,047.08
04/26 04/02/2026 226169 194 STEVE PHILLIPS REPAIR & MAINTENANCE- AIRP 21353 1 7201-430-81-44 REPAIR AND MAINTENANCE-FA 21.59 21.59 Total 21353: 21.59 21.59
04/26 04/02/2026 226170 11292 STUART C. IRBY COMPA 12" LONG STICK- GAS S014498478.001 1 7401-430-62-46 SUPPLIES-GENERAL 972.74 972.74 Total S014498478.001: 972.74 972.74
04/26 04/02/2026 226171 76 SUSANVILLE ACE HARD 60 LB CONCRETE QUIKRETE M 540445 1 1011-452-20-44 FACILITY - REPAIR & MAINTENA 90.51 90.51 Total 540445: 90.51 90.51
04/26 04/02/2026 226171 76 SUSANVILLE ACE HARD SUPPLIES- STREETS SB1 540488 1 2005-431-20-46 SUPPLIES-GENERAL 15.58 15.58 Total 540488: 15.58 15.58
04/26 04/02/2026 226171 76 SUSANVILLE ACE HARD SUPPLIES- STREETS SB1 540722 1 2005-431-20-46 SUPPLIES-GENERAL 25.31 25.31 Total 540722: 25.31 25.31
04/26 04/02/2026 226171 76 SUSANVILLE ACE HARD DYNAGRIP HEAVY DUTY 10ZO- 540741 1 2005-431-20-46 SUPPLIES-GENERAL 21.41 21.41 M = Manual Check, V = Void Check

Page 20 of 272 ends

CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 9 Check Issue Dates: 4/2/2026 - 4/2/2026 Apr 02, 2026 01:52PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount Total 540741: 21.41 21.41
04/26 04/02/2026 226171 76 SUSANVILLE ACE HARD SUPPLIES- STREETS SB1 540743 1 2005-431-20-46 SUPPLIES-GENERAL 27.26 27.26 Total 540743: 27.26 27.26
04/26 04/02/2026 226171 76 SUSANVILLE ACE HARD SP RUST TOP MED. GRAY-GAS 871140 1 7401-430-62-46 SUPPLIES-GENERAL 280.24 280.24 Total 871140: 280.24 280.24
04/26 04/02/2026 226172 11103 VERSATERM PUBLIC SA UNLIMITED STORAGE DEMS S INV41-03843 1 1009-421-10-47 SOFTWARE 900.00 900.00 Total INV41-03843: 900.00 900.00
04/26 04/02/2026 226173 770 WESTERN NEVADA SUP FLMA PRO45K REPAIR KIT-AIRP 62149028 1 7201-430-81-44 REPAIR AND MAINTENANCE-FA 26.63 26.63 Total 62149028: 26.63 26.63
04/26 04/02/2026 226173 770 WESTERN NEVADA SUP 1-1/4 BLK MI T DOM-GAS 62150462 1 7401-430-62-46 SUPPLIES-GENERAL 536.24 536.24 Total 62150462: 536.24 536.24
04/26 04/02/2026 226173 770 WESTERN NEVADA SUP B12 CONC BOX- WATER 62150990 1 7110-430-42-46 SUPPLIES-GENERAL 177.01 177.01 Total 62150990: 177.01 177.01
04/26 04/02/2026 226173 770 WESTERN NEVADA SUP ROMA 8 RED END RING 6 HOLE 62155752 1 7301-430-52-44 REPAIR AND MAINTENANCE-MI 1,448.00 1,448.00 Total 62155752: 1,448.00 1,448.00
04/26 04/02/2026 226173 770 WESTERN NEVADA SUP REPAIR & MAINT- PARKS 62156098 1 1011-452-20-44 FACILITY - REPAIR & MAINTENA 56.31 56.31 Total 62156098: 56.31 56.31
04/26 04/02/2026 226173 770 WESTERN NEVADA SUP SPEA 3/4 S PVC 40 45 ELL-PAR 62158435 1 1011-452-20-44 FACILITY - REPAIR & MAINTENA 23.12 23.12 Total 62158435: 23.12 23.12
M = Manual Check, V = Void Check

Page 21 of 272 ends

CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 10 Check Issue Dates: 4/2/2026 - 4/2/2026 Apr 02, 2026 01:52PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount 04/26 04/02/2026 226173 770 WESTERN NEVADA SUP KBI EBV 3/4S BALL VLV- PARKS 62158730 1 1011-452-20-44 FACILITY - REPAIR & MAINTENA 16.67 16.67 Total 62158730: 16.67 16.67
04/26 04/02/2026 226173 770 WESTERN NEVADA SUP LF 3/4X6 BRS NIP-WATER 62166274 1 7110-430-42-46 SUPPLIES-GENERAL 88.30 88.30 Total 62166274: 88.30 88.30
04/26 04/02/2026 226173 770 WESTERN NEVADA SUP N16 CONC BOX 12X22-1/4-WAT 62166311 1 7110-430-42-46 SUPPLIES-GENERAL 248.41 248.41 Total 62166311: 248.41 248.41
04/26 04/02/2026 226173 770 WESTERN NEVADA SUP B36 CONC EXT 12 HIGH-WATER 62167438 1 7110-430-42-46 SUPPLIES-GENERAL 538.47 538.47 Total 62167438: 538.47 538.47
04/26 04/02/2026 226173 770 WESTERN NEVADA SUP B12 CONC BOX- WATER 62167620 1 7110-430-42-46 SUPPLIES-GENERAL 168.21 168.21 Total 62167620: 168.21 168.21
04/26 04/02/2026 226173 770 WESTERN NEVADA SUP CHAN 812W 12CHRM ADJ WRE 62168621 1 7401-430-62-46 SUPPLIES-GENERAL 42.07 42.07 Total 62168621: 42.07 42.07
04/26 04/02/2026 226173 770 WESTERN NEVADA SUP B16 CONC LID W/ CI READING 62168641 1 7110-430-42-46 SUPPLIES-GENERAL 107.90 107.90 Total 62168641: 107.90 107.90
04/26 04/02/2026 226173 770 WESTERN NEVADA SUP N16 CONC BOX 12X22-1/4-WAT 62168644 1 7110-430-42-46 SUPPLIES-GENERAL 193.07 193.07 Total 62168644: 193.07 193.07
04/26 04/02/2026 226173 770 WESTERN NEVADA SUP SUPPLIES- WATER 62174659 1 7110-430-42-46 SUPPLIES-GENERAL 74.55 74.55 Total 62174659: 74.55 74.55
04/26 04/02/2026 226173 770 WESTERN NEVADA SUP 3/4X6 POLY CUT OFF NIP-PARK 62174811 1 1011-452-20-44 FACILITY - REPAIR & MAINTENA 11.69 11.69 M = Manual Check, V = Void Check

Page 22 of 272 ends

CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 11 Check Issue Dates: 4/2/2026 - 4/2/2026 Apr 02, 2026 01:52PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount Total 62174811: 11.69 11.69
04/26 04/02/2026 226173 770 WESTERN NEVADA SUP 3/4 40 PVC PIPE BE-PARKS 62174916 1 1011-452-20-44 FACILITY - REPAIR & MAINTENA 67.12 67.12 Total 62174916: 67.12 67.12
04/26 04/02/2026 226173 770 WESTERN NEVADA SUP 5/8X2-1/2 BRZ BOLT NUT-WATE 62175104 1 7110-430-42-46 SUPPLIES-GENERAL 25.11 25.11 Total 62175104: 25.11 25.11
04/26 04/02/2026 226173 770 WESTERN NEVADA SUP CHAN 812W 12CHRM ADJ WRE 62178671 1 7401-430-62-46 SUPPLIES-SMALL TOOLS 51.95 51.95 Total 62178671: 51.95 51.95
04/26 04/02/2026 226173 770 WESTERN NEVADA SUP 3/4X6 POLY CUT OFF NIP-PARK 62180858 1 1011-452-20-44 FACILITY - REPAIR & MAINTENA 90.17 90.17 Total 62180858: 90.17 90.17
04/26 04/02/2026 226173 770 WESTERN NEVADA SUP 3M DBRY 6 WIRE CONN RED/Y 62190400 1 7530-451-52-44 REPAIR & MAINTENANCE - MIS 54.77 54.77 Total 62190400: 54.77 54.77
04/26 04/02/2026 226173 770 WESTERN NEVADA SUP CHAN 812W 12CHRM ADJ WRE CM62178671 1 7401-430-62-46 SUPPLIES-SMALL TOOLS 9.88- 9.88- Total CM62178671: 9.88- 9.88-
04/26 04/02/2026 226174 11214 WING TRUCKING COLD MIX ASPHALT- WATER 031226 1 7110-430-42-46 SUPPLIES-GENERAL 1,283.33 1,283.33 04/26 04/02/2026 226174 11214 WING TRUCKING COLD MIX ASPHALT- GAS 031226 2 7401-430-62-46 SUPPLIES-GENERAL 1,283.33 1,283.33 04/26 04/02/2026 226174 11214 WING TRUCKING COLD MIX ASPHALT- STREETS 031226 3 2005-431-20-46 SUPPLIES-GENERAL 1,283.34 1,283.34 Total 031226: 3,850.00 3,850.00
Grand Totals: 163,662.24 163,662.24
M = Manual Check, V = Void Check

Page 23 of 272 ends

CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 12 Check Issue Dates: 4/2/2026 - 4/2/2026 Apr 02, 2026 01:52PM Report Criteria:

Report type: GL detail
Check.Voided = False
M = Manual Check, V = Void Check

Page 24 of 272 ends

CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 1 Check Issue Dates: 4/9/2026 - 4/9/2026 Apr 09, 2026 02:18PM Report Criteria:

Report type: GL detail
Check.Voided = False
GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount 04/26 04/09/2026 226175 11233 323 SCADA SERVICES LL 118 METERING APPLICATION- CS012026 1 7401-430-62-43 PROFESSIONAL SVCS 249.00 249.00 Total CS012026: 249.00 249.00
04/26 04/09/2026 226175 11233 323 SCADA SERVICES LL PROFESSIONAL SERVICES-GA CS022026 1 7401-430-62-43 PROFESSIONAL SVCS 249.00 249.00 Total CS022026: 249.00 249.00
04/26 04/09/2026 226176 11591 REFUND GAS DEPOSIT 10306903529 1 7401-2228-000 DEPOSITS-CUSTOMER 117.46 117.46 Total 10306903529: 117.46 117.46
04/26 04/09/2026 226177 10981 ALSCO INC LREN2097723 MAT-PW LREN2097723 1 7620-430-10-44 LINEN SERVICE 48.21 48.21 Total LREN2097723: 48.21 48.21
04/26 04/09/2026 226177 10981 ALSCO INC LREN2102722 LAUNDRY BAG- P LREN2102722 1 1011-452-20-44 LINEN SERVICES 40.00 40.00 Total LREN2102722: 40.00 40.00
04/26 04/09/2026 226177 10981 ALSCO INC LREN2102723 LAUNDRY BAG- S LREN2102723 1 2007-431-20-44 LINEN SERVICE 70.20 70.20 Total LREN2102723: 70.20 70.20
04/26 04/09/2026 226177 10981 ALSCO INC LREN2102724 LAUNDRY BAG-W LREN2102724 1 7110-430-42-44 LINEN SERVICE 79.16 79.16 Total LREN2102724: 79.16 79.16
04/26 04/09/2026 226177 10981 ALSCO INC LREN2102725 MATS-PW LREN2102725 1 7620-430-10-44 LINEN SERVICE 48.21 48.21 Total LREN2102725: 48.21 48.21
04/26 04/09/2026 226178 11592 REFUND GAS OVERPAYMENT 10203131106 1 9999-1001-001 CASH CLEARING - UTILITIES 48.24 48.24 M = Manual Check, V = Void Check

Page 25 of 272 ends

CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 2 Check Issue Dates: 4/9/2026 - 4/9/2026 Apr 09, 2026 02:18PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount Total 10203131106: 48.24 48.24
04/26 04/09/2026 226179 10390 AUTOZONE PARTS INC MOTHERS BACK TO B-GAS 04015760755 1 7401-430-62-44 REPAIR AND MAINT-VEHICLE 14.69 14.69 Total 04015760755: 14.69 14.69
04/26 04/09/2026 226180 11171 BEFORE THE MOVIE INC ON-SCREEN ADVERTISING-GA 57837 1 7401-430-62-45 ADVERTISING 408.00 408.00 Total 57837: 408.00 408.00
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 611 MAIN STREET- STREETS 1776745757U037 1 2007-431-20-44 DISPOSAL 55.14 55.14 Total 1776745757U037: 55.14 55.14
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 1205 MAIN STREET- STREETS 177674750U037 1 2007-431-20-44 DISPOSAL 202.68 202.68 Total 177674750U037: 202.68 202.68
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 725 MAIN STREET-STREETS 177674751U037 1 2007-431-20-44 DISPOSAL 26.88 26.88 Total 177674751U037: 26.88 26.88
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 819 MAIN STREET- STREETS 177674752U037 1 2007-431-20-44 DISPOSAL 55.14 55.14 Total 177674752U037: 55.14 55.14
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 801 MAIN STREET- STREETS 177674753U037 1 2007-431-20-44 DISPOSAL 55.14 55.14 Total 177674753U037: 55.14 55.14
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 701 MAIN STREET- STREETS 177674754U037 1 2007-431-20-44 DISPOSAL 55.14 55.14 Total 177674754U037: 55.14 55.14
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 605 ASH STREET-STREETS 177674755U037 1 2007-431-20-44 DISPOSAL 26.88 26.88 Total 177674755U037: 26.88 26.88
M = Manual Check, V = Void Check

Page 26 of 272 ends

CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 3 Check Issue Dates: 4/9/2026 - 4/9/2026 Apr 09, 2026 02:18PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount 04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 617 MAIN ST-STREETS 177674756U037 1 2007-431-20-44 DISPOSAL 55.14 55.14 Total 177674756U037: 55.14 55.14
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 400 MAIN STREET- STREETS 177674758U037 1 2007-431-20-44 DISPOSAL 55.14 55.14 Total 177674758U037: 55.14 55.14
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 600 MAIN ST-STREETS 177674759U037 1 2007-431-20-44 DISPOSAL 55.14 55.14 Total 177674759U037: 55.14 55.14
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 626 MAIN ST-STREETS 177674760U037 1 2007-431-20-44 DISPOSAL 55.14 55.14 Total 177674760U037: 55.14 55.14
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 732 MAIN STREET-STREETS 177674761U037 1 2007-431-20-44 DISPOSAL 55.14 55.14 Total 177674761U037: 55.14 55.14
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 1000 MAIN ST-STREETS 177674762U037 1 2007-431-20-44 DISPOSAL 55.14 55.14 Total 177674762U037: 55.14 55.14
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 700 MAIN STREET- STREETS 177674763U037 1 2007-431-20-44 DISPOSAL 55.14 55.14 Total 177674763U037: 55.14 55.14
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 822 MAIN STREET- STREETS 177674764U037 1 2007-431-20-44 DISPOSAL 55.14 55.14 Total 177674764U037: 55.14 55.14
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 950 MAIN STREET- STREETS 177674765U037 1 2007-431-20-44 DISPOSAL 55.14 55.14 Total 177674765U037: 55.14 55.14
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 925 SIERRA ST- PW 177674955U037 1 7620-430-10-44 DISPOSAL 242.96 242.96 M = Manual Check, V = Void Check

Page 27 of 272 ends

CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 4 Check Issue Dates: 4/9/2026 - 4/9/2026 Apr 09, 2026 02:18PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount Total 177674955U037: 242.96 242.96
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 66 N LASSEN ST-ADMIN 177674956U037 1 1000-417-10-44 DISPOSAL 238.40 238.40 Total 177674956U037: 238.40 238.40
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 95 N WEATHERLOW ST-PARKS 177674957U037 1 1011-452-20-44 DISPOSAL 233.84 233.84 Total 177674957U037: 233.84 233.84
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 720 SOUTH ST SHOP- PW 177674959U037 1 7620-430-10-44 DISPOSAL 252.11 252.11 Total 177674959U037: 252.11 252.11
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 1505 MAIN ST-FD 177674961U037 1 1010-422-10-44 DISPOSAL 238.40 238.40 Total 177674961U037: 238.40 238.40
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 1110 NORTH STREET-PARKS 177675034U037 1 1011-452-20-44 DISPOSAL 342.05 342.05 Total 177675034U037: 342.05 342.05
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 900 MAIN ST-STREETS 177675042U037 1 2007-431-20-44 DISPOSAL 55.14 55.14 Total 177675042U037: 55.14 55.14
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 1408 MAIN ST-STREETS 177675043U037 1 2007-431-20-44 DISPOSAL 55.14 55.14 Total 177675043U037: 55.14 55.14
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 1616 MAIN STREET-STREETS 177675044U037 1 2007-431-20-44 DISPOSAL 55.14 55.14 Total 177675044U037: 55.14 55.14
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 65 N LASSEN ST-STREETS 177675058U037 1 2007-431-20-44 DISPOSAL 55.14 55.14 Total 177675058U037: 55.14 55.14
M = Manual Check, V = Void Check

Page 28 of 272 ends

CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 5 Check Issue Dates: 4/9/2026 - 4/9/2026 Apr 09, 2026 02:18PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount 04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 732 MAIN STREET-STREETS 177675163U037 1 2007-431-20-44 DISPOSAL 110.28 110.28 Total 177675163U037: 110.28 110.28
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 2975 MAIN ST- STREETS 177675296U037 1 2007-431-20-44 DISPOSAL 428.87 428.87 Total 177675296U037: 428.87 428.87
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 2905 MAIN ST- STREETS 177675297U037 1 2007-431-20-44 DISPOSAL 428.87 428.87 Total 177675297U037: 428.87 428.87
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 2910 MAIN ST- STREETS 177675298U037 1 2007-431-20-44 DISPOSAL 428.87 428.87 Total 177675298U037: 428.87 428.87
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 2950 MAIN ST - STREETS 177675299U037 1 2007-431-20-44 DISPOSAL 428.87 428.87 Total 177675299U037: 428.87 428.87
04/26 04/09/2026 226181 1307 C&S WASTE SOLUTIONS 2970 MAIN ST- STREETS 177675300U037 1 2007-431-20-44 DISPOSAL 428.87 428.87 Total 177675300U037: 428.87 428.87
04/26 04/09/2026 226182 1116 CALIFORNIA BUILDING S JAN-MARCH 2026 SB 1473 FEE 040626 1 1011-2205-006 DEPOSIT PAYABLE-SB 1473 110.00 110.00 Total 040626: 110.00 110.00
04/26 04/09/2026 226183 148 COMPUTER LOGISTICS DELL PRO 16 LAPTOP- CODE E 87042 1 1011-425-20-46 SUPPLIES-GENERAL 1,605.01 1,605.01 Total 87042: 1,605.01 1,605.01
04/26 04/09/2026 226184 156 CREATIVE FORMS & CO LASER UTILITY BILLS- GAS 121565 1 7401-430-62-46 SUPPLIES-GENERAL 1,846.68 1,846.68 04/26 04/09/2026 226184 156 CREATIVE FORMS & CO LASER UTILITY BILLS- WATER 121565 2 7110-430-42-46 SUPPLIES-GENERAL 1,846.68 1,846.68 Total 121565: 3,693.36 3,693.36
04/26 04/09/2026 226184 156 CREATIVE FORMS & CO ENVELOPES-GAS 121566 1 7401-430-62-46 SUPPLIES-GENERAL 1,005.03 1,005.03 04/26 04/09/2026 226184 156 CREATIVE FORMS & CO ENVELOPES-WATER 121566 2 7110-430-42-46 SUPPLIES-GENERAL 1,005.03 1,005.03 M = Manual Check, V = Void Check

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 6 Check Issue Dates: 4/9/2026 - 4/9/2026 Apr 09, 2026 02:18PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount Total 121566: 2,010.06 2,010.06
04/26 04/09/2026 226184 156 CREATIVE FORMS & CO ENVELOPES PERMIT #7-GAS 121567 1 7401-430-62-46 SUPPLIES-GENERAL 966.37 966.37 04/26 04/09/2026 226184 156 CREATIVE FORMS & CO ENVELOPES PERMIT #7-WATE 121567 2 7110-430-42-46 SUPPLIES-GENERAL 966.38 966.38 Total 121567: 1,932.75 1,932.75
04/26 04/09/2026 226185 161 CSK AUTO INC OIL FILTER- GC 2740-225594 1 7530-451-52-44 REPAIR & MAINTENANCE - EQU 319.03 319.03 Total 2740-225594: 319.03 319.03
04/26 04/09/2026 226185 161 CSK AUTO INC NITRILE GLV-GAS 2740-230416 1 7401-430-62-44 REPAIR AND MAINT-VEHICLE 24.04 24.04 04/26 04/09/2026 226185 161 CSK AUTO INC NITRILE GLV-WATER 2740-230416 2 7110-430-42-44 REPAIR AND MAINTENANCE-VE 24.03 24.03 04/26 04/09/2026 226185 161 CSK AUTO INC NITRILE GLV-PARKS 2740-230416 3 1011-452-20-44 VEHICLE - REPAIR & MAINTENA 6.86 6.86 04/26 04/09/2026 226185 161 CSK AUTO INC NITRILE GLV-STREETS SB1 2740-230416 4 2005-431-20-44 REPAIR AND MAINTENANCE VE 13.73 13.73 Total 2740-230416: 68.66 68.66
04/26 04/09/2026 226185 161 CSK AUTO INC LNG 1/2 PNT-GAS 2740-230498 1 7401-430-62-44 REPAIR AND MAINT-VEHICLE 3.02 3.02 Total 2740-230498: 3.02 3.02
04/26 04/09/2026 226185 161 CSK AUTO INC CABLE-GAS 2740-230886 1 7401-430-62-44 REPAIR AND MAINT-VEHICLE 72.37 72.37 04/26 04/09/2026 226185 161 CSK AUTO INC CABLE -WATER 2740-230886 2 7110-430-42-44 REPAIR AND MAINTENANCE-VE 72.37 72.37 04/26 04/09/2026 226185 161 CSK AUTO INC CABLE-PARKS 2740-230886 3 1011-452-20-44 VEHICLE - REPAIR & MAINTENA 20.67 20.67 04/26 04/09/2026 226185 161 CSK AUTO INC CABLE- STREETS SB1 2740-230886 4 2005-431-20-44 REPAIR AND MAINTENANCE VE 41.35 41.35 Total 2740-230886: 206.76 206.76
04/26 04/09/2026 226185 161 CSK AUTO INC 1 GALANTIFREZ-GAS 2740-230897 1 7401-430-62-44 REPAIR AND MAINT-VEHICLE 43.92 43.92 04/26 04/09/2026 226185 161 CSK AUTO INC 1 GALANTIFREZ-WATER 2740-230897 2 7110-430-42-44 REPAIR AND MAINTENANCE-VE 43.92 43.92 04/26 04/09/2026 226185 161 CSK AUTO INC 1 GALANTIFREZ-PARKS 2740-230897 3 1011-452-20-44 VEHICLE - REPAIR & MAINTENA 12.54 12.54 04/26 04/09/2026 226185 161 CSK AUTO INC 1 GALANTIFREZ-STREETS SB1 2740-230897 4 2005-431-20-44 REPAIR AND MAINTENANCE VE 25.10 25.10 Total 2740-230897: 125.48 125.48
04/26 04/09/2026 226185 161 CSK AUTO INC 48MMX32MTAPE-GAS 2740-232359 1 7401-430-62-44 REPAIR AND MAINT-VEHICLE 23.61 23.61 04/26 04/09/2026 226185 161 CSK AUTO INC 48MMX32MTAPE-WATER 2740-232359 2 7110-430-42-44 REPAIR AND MAINTENANCE-VE 23.61 23.61 M = Manual Check, V = Void Check

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 7 Check Issue Dates: 4/9/2026 - 4/9/2026 Apr 09, 2026 02:18PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount 04/26 04/09/2026 226185 161 CSK AUTO INC 48MMX32MTAPE-STREETS SB1 2740-232359 3 2005-431-20-44 REPAIR AND MAINTENANCE VE 13.49 13.49 04/26 04/09/2026 226185 161 CSK AUTO INC 48MMX32MTAPE-PARKS 2740-232359 4 1011-452-20-44 VEHICLE - REPAIR & MAINTENA 6.74 6.74 Total 2740-232359: 67.45 67.45
04/26 04/09/2026 226185 161 CSK AUTO INC GREASE FTG-GC 2740-232411 1 7530-451-52-44 REPAIR & MAINTENANCE - EQU 7.57 7.57 Total 2740-232411: 7.57 7.57
04/26 04/09/2026 226185 161 CSK AUTO INC ROCKER SWTCH-GAS 2740-233236 1 7401-430-62-44 REPAIR AND MAINT-VEHICLE 13.00 13.00 04/26 04/09/2026 226185 161 CSK AUTO INC ROCKER SWTCH -WATER 2740-233236 2 7110-430-42-44 REPAIR AND MAINTENANCE-VE 13.00 13.00 04/26 04/09/2026 226185 161 CSK AUTO INC ROCKER SWTCH-PARKS 2740-233236 3 1011-452-20-44 VEHICLE - REPAIR & MAINTENA 3.71 3.71 04/26 04/09/2026 226185 161 CSK AUTO INC ROCKER SWTCH-STREETS SB 2740-233236 4 2005-431-20-44 REPAIR AND MAINTENANCE VE 7.43 7.43 Total 2740-233236: 37.14 37.14
04/26 04/09/2026 226185 161 CSK AUTO INC 3X30 RC STRP- WATER 2740-234100 1 7110-430-42-44 REPAIR AND MAINTENANCE-VE 43.29- 43.29- Total 2740-234100: 43.29- 43.29-
04/26 04/09/2026 226185 161 CSK AUTO INC FUEL PUMP-PW 2740-234755 1 7620-430-10-44 REPAIR AND MAINTENANCE-MI 38.67 38.67 Total 2740-234755: 38.67 38.67
04/26 04/09/2026 226185 161 CSK AUTO INC ABSORB PAD- GAS 2740-234756 1 7401-430-62-44 REPAIR AND MAINT-VEHICLE 30.30 30.30 04/26 04/09/2026 226185 161 CSK AUTO INC ABSORB PAD- WATER 2740-234756 2 7110-430-42-44 REPAIR AND MAINTENANCE-VE 30.31 30.31 04/26 04/09/2026 226185 161 CSK AUTO INC ABSORB PAD- PARKS 2740-234756 3 1011-452-20-44 VEHICLE - REPAIR & MAINTENA 8.66 8.66 04/26 04/09/2026 226185 161 CSK AUTO INC ABSORB PAD- STREETS SB1 2740-234756 4 2005-431-20-44 REPAIR AND MAINTENANCE VE 17.32 17.32 Total 2740-234756: 86.59 86.59
04/26 04/09/2026 226185 161 CSK AUTO INC AIR FILTER- PARKS 2740-234953 1 1011-452-20-44 VEHICLE - REPAIR & MAINTENA 74.79 74.79 Total 2740-234953: 74.79 74.79
04/26 04/09/2026 226185 161 CSK AUTO INC WIRE MF CONN-GAS 2740-235019 1 7401-430-62-44 REPAIR AND MAINT-VEHICLE 3.03 3.03 04/26 04/09/2026 226185 161 CSK AUTO INC WIRE MF CONN- WATER 2740-235019 2 7110-430-42-44 REPAIR AND MAINTENANCE-VE 3.03 3.03 04/26 04/09/2026 226185 161 CSK AUTO INC WIRE MF CONN- STREETS SB1 2740-235019 3 2005-431-20-44 REPAIR AND MAINTENANCE VE 1.73 1.73 04/26 04/09/2026 226185 161 CSK AUTO INC WIRE MF CONN-PARKS 2740-235019 4 1011-452-20-44 VEHICLE - REPAIR & MAINTENA .86 .86 M = Manual Check, V = Void Check

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 8 Check Issue Dates: 4/9/2026 - 4/9/2026 Apr 09, 2026 02:18PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount Total 2740-235019: 8.65 8.65
04/26 04/09/2026 226185 161 CSK AUTO INC GALMOTOROIL- GAS 2740-235228 1 7401-430-62-44 REPAIR AND MAINT-VEHICLE 46.94 46.94 04/26 04/09/2026 226185 161 CSK AUTO INC GALMOTOROIL- WATER 2740-235228 2 7110-430-42-44 REPAIR AND MAINTENANCE-VE 46.93 46.93 04/26 04/09/2026 226185 161 CSK AUTO INC GALMOTOROIL- PARKS 2740-235228 3 1011-452-20-44 VEHICLE - REPAIR & MAINTENA 13.41 13.41 04/26 04/09/2026 226185 161 CSK AUTO INC GALMOTOROIL- STREETS SB1 2740-235228 4 2005-431-20-44 REPAIR AND MAINTENANCE VE 26.81 26.81 Total 2740-235228: 134.09 134.09
04/26 04/09/2026 226185 161 CSK AUTO INC HD AIR FLTR - GC 2740-235248 1 7530-451-52-44 REPAIR & MAINTENANCE - EQU 61.95 61.95 Total 2740-235248: 61.95 61.95
04/26 04/09/2026 226185 161 CSK AUTO INC HOSE CONNECT-GAS 2740-235589 1 7401-430-62-44 REPAIR AND MAINT-VEHICLE 10.02 10.02 04/26 04/09/2026 226185 161 CSK AUTO INC HOSE CONNECT-WATER 2740-235589 2 7110-430-42-44 REPAIR AND MAINTENANCE-VE 10.02 10.02 04/26 04/09/2026 226185 161 CSK AUTO INC HOSE CONNECT-PARKS 2740-235589 3 1011-452-20-44 VEHICLE - REPAIR & MAINTENA 2.86 2.86 04/26 04/09/2026 226185 161 CSK AUTO INC HOSE CONNECT-STREETS SB1 2740-235589 4 2005-431-20-44 REPAIR AND MAINTENANCE VE 5.73 5.73 Total 2740-235589: 28.63 28.63
04/26 04/09/2026 226185 161 CSK AUTO INC WHELEN WARNING LIGHT-STR 2740-236234 1 2005-431-20-44 REPAIR AND MAINTENANCE VE 995.30 995.30 Total 2740-236234: 995.30 995.30
04/26 04/09/2026 226185 161 CSK AUTO INC NITRILE GLV-GAS 2740-236249 1 7401-430-62-44 REPAIR AND MAINT-VEHICLE 19.43 19.43 04/26 04/09/2026 226185 161 CSK AUTO INC NITRILE GLV-WATER 2740-236249 2 7110-430-42-44 REPAIR AND MAINTENANCE-VE 19.43 19.43 04/26 04/09/2026 226185 161 CSK AUTO INC NITRILE GLV-PARKS 2740-236249 3 1011-452-20-44 VEHICLE - REPAIR & MAINTENA 5.55 5.55 04/26 04/09/2026 226185 161 CSK AUTO INC NITRILE GLV-STREETS SB1 2740-236249 4 2005-431-20-44 REPAIR AND MAINTENANCE VE 11.10 11.10 Total 2740-236249: 55.51 55.51
04/26 04/09/2026 226185 161 CSK AUTO INC BULB SOCKET-STREETS SB1 2740-236282 1 2005-431-20-44 REPAIR AND MAINTENANCE VE 18.34 18.34 Total 2740-236282: 18.34 18.34
04/26 04/09/2026 226185 161 CSK AUTO INC RCVR BUSHING-STREETS SB1 2740-236953 1 2005-431-20-44 REPAIR AND MAINTENANCE VE 108.23 108.23 M = Manual Check, V = Void Check

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 9 Check Issue Dates: 4/9/2026 - 4/9/2026 Apr 09, 2026 02:18PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount Total 2740-236953: 108.23 108.23
04/26 04/09/2026 226186 173 DATCO SERVICES EMPLOYEE 2ND QTRLY SVC FE 198844 1 1000-416-10-43 TECHNICAL SVCS 777.45 777.45 Total 198844: 777.45 777.45
04/26 04/09/2026 226186 173 DATCO SERVICES PRE-EMPLOYMENT DRUG TES 426-60558 1 1000-416-10-43 TECHNICAL SVCS 700.00 700.00 Total 426-60558: 700.00 700.00
04/26 04/09/2026 226187 11579 REFUND WATER OVERPAYMEN 10221200003.01 1 9999-1001-001 CASH CLEARING - UTILITIES 6.83 6.83 04/26 04/09/2026 226187 11579 REFUND GAS OVERPAYMENT 10221200003.01 2 9999-1001-001 CASH CLEARING - UTILITIES 42.69 42.69 Total 10221200003.01: 49.52 49.52
04/26 04/09/2026 226188 182 DEPARTMENT OF CONS SIMP FEE REPORT JAN-MARCH 040726 1 1011-2205-003 DEPOSITS-STRONG MOTION P 20.19 20.19 Total 040726: 20.19 20.19
04/26 04/09/2026 226189 198 DITCH WITCH EQUIPMEN 4" HOSE PER FOO - WATER 1024820 1 7110-430-42-44 REPAIR AND MAINTENANCE-VE 473.51 473.51 Total 1024820: 473.51 473.51
04/26 04/09/2026 226190 219 ED STAUB & SONS PETR TANK RENT-GC 13968694 1 7530-451-52-44 RENT & LEASES EQUIP & VEHI 1.00 1.00 Total 13968694: 1.00 1.00
04/26 04/09/2026 226190 219 ED STAUB & SONS PETR TANK RENT-GC 13969008 1 7530-451-52-44 RENT & LEASES EQUIP & VEHI 1.00 1.00 Total 13969008: 1.00 1.00
04/26 04/09/2026 226191 257 FOREST OFFICE EQUIPM GRAPHIC DESIGN-GC INV-9110 1 7530-451-52-45 ADVERTISING 400.00 400.00 Total INV-9110: 400.00 400.00
04/26 04/09/2026 226192 265 FRONTIER 257-1887 BACKUP 1887 040126 1 1000-417-10-45 COMMUNICATIONS 137.48 137.48 M = Manual Check, V = Void Check

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 10 Check Issue Dates: 4/9/2026 - 4/9/2026 Apr 09, 2026 02:18PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount Total 1887 040126: 137.48 137.48
04/26 04/09/2026 226193 11593 GITSIT SOLUTION LLC REFUND WATER DEPOSIT 10228050003 1 7110-2228-000 DEPOSITS-CUSTOMER 9.72 9.72 Total 10228050003: 9.72 9.72
04/26 04/09/2026 226194 1400 REIM FOR JANITORIAL SUPPLI 040726 1 1000-417-10-46 SUPPLIES-JANITORIAL 22.51 22.51 Total 040726: 22.51 22.51
04/26 04/09/2026 226195 1362 IRON MOUNTAIN INFO. M CITY HALL SHREDDING LDYC778 1 1000-417-10-43 PROFESSIONAL SVCS 1,085.65 1,085.65 Total LDYC778: 1,085.65 1,085.65
04/26 04/09/2026 226196 11019 LIFEGUARD SAFETY TRAINING 041326 1 1011-452-23-45 TRAVEL/TRAINING 301.00 301.00 Total 041326: 301.00 301.00
04/26 04/09/2026 226197 10150 reimbursement mileage Jan 1-Mar 040626 1 1000-413-20-45 TRAVEL 71.78 71.78 Total 040626: 71.78 71.78
04/26 04/09/2026 226198 412 LASSEN REGIONAL SOLI GREEN WASTE- STREETS SB1 384793 1 2005-431-20-46 SUPPLIES-GENERAL 44.37 44.37 Total 384793: 44.37 44.37
04/26 04/09/2026 226198 412 LASSEN REGIONAL SOLI GREEN WASTE- STREETS SB1 384803 1 2005-431-20-46 SUPPLIES-GENERAL 45.63 45.63 Total 384803: 45.63 45.63
04/26 04/09/2026 226198 412 LASSEN REGIONAL SOLI GREEN WASTE- STREETS SB1 384823 1 2005-431-20-46 SUPPLIES-GENERAL 55.53 55.53 Total 384823: 55.53 55.53
04/26 04/09/2026 226198 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385244 1 2005-431-20-46 SUPPLIES-GENERAL 9.94 9.94 Total 385244: 9.94 9.94
M = Manual Check, V = Void Check

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 11 Check Issue Dates: 4/9/2026 - 4/9/2026 Apr 09, 2026 02:18PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount 04/26 04/09/2026 226198 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385258 1 2005-431-20-46 SUPPLIES-GENERAL 10.96 10.96 Total 385258: 10.96 10.96
04/26 04/09/2026 226198 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385272 1 2005-431-20-46 SUPPLIES-GENERAL 9.26 9.26 Total 385272: 9.26 9.26
04/26 04/09/2026 226198 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385284 1 2005-431-20-46 SUPPLIES-GENERAL 9.08 9.08 Total 385284: 9.08 9.08
04/26 04/09/2026 226198 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385302 1 2005-431-20-46 SUPPLIES-GENERAL 7.86 7.86 Total 385302: 7.86 7.86
04/26 04/09/2026 226198 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385339 1 2005-431-20-46 SUPPLIES-GENERAL 7.50 7.50 Total 385339: 7.50 7.50
04/26 04/09/2026 226198 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385353 1 2005-431-20-46 SUPPLIES-GENERAL 8.00 8.00 Total 385353: 8.00 8.00
04/26 04/09/2026 226198 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385363 1 2005-431-20-46 SUPPLIES-GENERAL 10.86 10.86 Total 385363: 10.86 10.86
04/26 04/09/2026 226198 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385378 1 2005-431-20-46 SUPPLIES-GENERAL 7.68 7.68 Total 385378: 7.68 7.68
04/26 04/09/2026 226198 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385390 1 2005-431-20-46 SUPPLIES-GENERAL 8.48 8.48 Total 385390: 8.48 8.48
04/26 04/09/2026 226198 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385402 1 2005-431-20-46 SUPPLIES-GENERAL 8.92 8.92 M = Manual Check, V = Void Check

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 12 Check Issue Dates: 4/9/2026 - 4/9/2026 Apr 09, 2026 02:18PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount Total 385402: 8.92 8.92
04/26 04/09/2026 226198 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385412 1 2005-431-20-46 SUPPLIES-GENERAL 8.80 8.80 Total 385412: 8.80 8.80
04/26 04/09/2026 226198 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385423 1 2005-431-20-46 SUPPLIES-GENERAL 8.36 8.36 Total 385423: 8.36 8.36
04/26 04/09/2026 226199 10485 LEAF CAPITAL FUNDING KYOCERA COPIER-FD 19981146 1 1010-422-10-47 MACHINERY AND EQUIPMENT 118.76 118.76 Total 19981146: 118.76 118.76
04/26 04/09/2026 226199 10485 LEAF CAPITAL FUNDING KYOCERA COPIER- PW 20038703 1 7620-430-10-44 RENT & LEASE EQUIP & VEHIC 140.73 140.73 Total 20038703: 140.73 140.73
04/26 04/09/2026 226200 437 LMUD 471-920 JOHNSTONVILLE RD-AI 10108 032526 1 7201-430-81-46 ELECTRICITY 30.00 30.00 Total 10108 032526: 30.00 30.00
04/26 04/09/2026 226200 437 LMUD JOHNSTONVILLE RD SPRINKLE 10262 032526 1 7201-430-81-46 ELECTRICITY 31.51 31.51 Total 10262 032526: 31.51 31.51
04/26 04/09/2026 226200 437 LMUD STREET LIGHTS-STREETS 14039 032526 1 2007-431-60-46 ELECTRICITY 231.61 231.61 Total 14039 032526: 231.61 231.61
04/26 04/09/2026 226200 437 LMUD STREET LIGHTS-STREETS 14041 032526 1 2007-431-60-46 ELECTRICITY 4,559.40 4,559.40 Total 14041 032526: 4,559.40 4,559.40
04/26 04/09/2026 226200 437 LMUD SOUTH ST - PW OFFICE 14590 032526 1 7620-430-10-46 ELECTRICITY 760.16 760.16 Total 14590 032526: 760.16 760.16
M = Manual Check, V = Void Check

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 13 Check Issue Dates: 4/9/2026 - 4/9/2026 Apr 09, 2026 02:18PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount 04/26 04/09/2026 226200 437 LMUD SOUTH ST ROOSEVELT POOL 1744 032526 1 1011-452-20-46 ELECTRICITY 11.04 11.04 Total 1744 032526: 11.04 11.04
04/26 04/09/2026 226200 437 LMUD RIVERSIDE PARK- PARKS 1999 032526 1 1011-452-20-46 ELECTRICITY 183.36 183.36 Total 1999 032526: 183.36 183.36
04/26 04/09/2026 226200 437 LMUD S GAY ST-STREETS 24323 032526 1 2007-431-60-46 ELECTRICITY 52.71 52.71 Total 24323 032526: 52.71 52.71
04/26 04/09/2026 226200 437 LMUD 66 N LASSEN ST-CITY HALL 2466 032526 1 1000-417-10-46 ELECTRICITY 785.52 785.52 Total 2466 032526: 785.52 785.52
04/26 04/09/2026 226200 437 LMUD STREET LIGHTS-STREETS 2467 032526 1 2007-431-60-46 ELECTRICITY 2,035.66 2,035.66 Total 2467 032526: 2,035.66 2,035.66
04/26 04/09/2026 226200 437 LMUD CADY SPRINGS-WATER 26784 032526 1 7110-430-42-46 ELECTRICITY 497.18 497.18 Total 26784 032526: 497.18 497.18
04/26 04/09/2026 226200 437 LMUD 65 N WEATHERLOW ST- PARKS 2865 032526 1 1011-452-20-46 ELECTRICITY 65.26 65.26 Total 2865 032526: 65.26 65.26
04/26 04/09/2026 226200 437 LMUD 65 N WEATHERLOW ST- PARKS 2867 032526 1 1011-452-20-46 ELECTRICITY 64.18 64.18 Total 2867 032526: 64.18 64.18
04/26 04/09/2026 226200 437 LMUD N WEATHERLOW ST-TENNIS C 2870 032526 1 1011-452-20-46 ELECTRICITY 30.00 30.00 Total 2870 032526: 30.00 30.00
04/26 04/09/2026 226200 437 LMUD SKYLINE DR WELL 4-WATER 29931 032526 1 7110-430-42-46 ELECTRICITY 230.31 230.31 M = Manual Check, V = Void Check

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 14 Check Issue Dates: 4/9/2026 - 4/9/2026 Apr 09, 2026 02:18PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount Total 29931 032526: 230.31 230.31
04/26 04/09/2026 226200 437 LMUD HARRIS DR & HWY 36 CORNER 30658 032526 1 2007-431-60-46 ELECTRICITY 151.12 151.12 Total 30658 032526: 151.12 151.12
04/26 04/09/2026 226200 437 LMUD 472-105 JOHNSTONVILLE - WAT 350161 032526 1 7112-430-42-46 ELECTRICITY 234.39 234.39 Total 350161 032526: 234.39 234.39
04/26 04/09/2026 226200 437 LMUD RICHMOND RD BRIDGE-STREE 35094 032526 1 2007-431-60-46 ELECTRICITY 320.67 320.67 Total 35094 032526: 320.67 320.67
04/26 04/09/2026 226200 437 LMUD LITTLE LEAGUE AREA LIGHTS- 3522 032526 1 1011-452-20-46 ELECTRICITY 76.09 76.09 Total 3522 032526: 76.09 76.09
04/26 04/09/2026 226200 437 LMUD N WEATHERLOW ST SIGNALS- 3651 032526 1 2007-431-60-46 ELECTRICITY 167.15 167.15 Total 3651 032526: 167.15 167.15
04/26 04/09/2026 226200 437 LMUD 720 SOUTH EMULSION TANK-P 38646 032526 1 7620-430-10-46 ELECTRICITY 444.84 444.84 Total 38646 032526: 444.84 444.84
04/26 04/09/2026 226200 437 LMUD 105 S ASH ST - STREETS 412864 032526 1 2007-431-60-46 ELECTRICITY 38.65 38.65 Total 412864 032526: 38.65 38.65
04/26 04/09/2026 226200 437 LMUD SAN FRANCISCO ST- STREETS 416835 032526 1 2007-431-60-46 ELECTRICITY 19.69 19.69 Total 416835 032526: 19.69 19.69
04/26 04/09/2026 226200 437 LMUD FIRST STREET & ALLEY LIGHTS 416848 032526 1 2007-431-60-46 ELECTRICITY 19.69 19.69 Total 416848 032526: 19.69 19.69
M = Manual Check, V = Void Check

Page 38 of 272 ends

CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 15 Check Issue Dates: 4/9/2026 - 4/9/2026 Apr 09, 2026 02:18PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount 04/26 04/09/2026 226200 437 LMUD LITTLE LEAGUE PARK DRIVEW 416851 032526 1 1011-452-20-46 ELECTRICITY 19.69 19.69 Total 416851 032526: 19.69 19.69
04/26 04/09/2026 226200 437 LMUD LONG ALLEY & LOVELL ALLEY- 416860 032526 1 2007-431-60-46 ELECTRICITY 19.69 19.69 Total 416860 032526: 19.69 19.69
04/26 04/09/2026 226200 437 LMUD LAUREL ST- STREETS 416902 032526 1 2007-431-60-46 ELECTRICITY 19.69 19.69 Total 416902 032526: 19.69 19.69
04/26 04/09/2026 226200 437 LMUD INSPIRATION POINT- STREETS 416915 032526 1 2007-431-60-46 ELECTRICITY 19.69 19.69 Total 416915 032526: 19.69 19.69
04/26 04/09/2026 226200 437 LMUD SOUTH ST- STREETS 416924 032526 1 2007-431-60-46 ELECTRICITY 39.39 39.39 Total 416924 032526: 39.39 39.39
04/26 04/09/2026 226200 437 LMUD CAMPBELL ST- STREETS 416940 032526 1 2007-431-60-46 ELECTRICITY 19.69 19.69 Total 416940 032526: 19.69 19.69
04/26 04/09/2026 226200 437 LMUD WASHO LN- STREETS 416959 032526 1 2007-431-60-46 ELECTRICITY 19.69 19.69 Total 416959 032526: 19.69 19.69
04/26 04/09/2026 226200 437 LMUD 130 N LASSEN STREET- STREE 416962 032526 1 2007-431-60-46 ELECTRICITY 19.69 19.69 Total 416962 032526: 19.69 19.69
04/26 04/09/2026 226200 437 LMUD RICHMOND RD & PEARL CR- S 416984 032526 1 2007-431-60-46 ELECTRICITY 19.69 19.69 Total 416984 032526: 19.69 19.69
04/26 04/09/2026 226200 437 LMUD 1801 MAIN ST- STREETS 417512 032526 1 2005-431-20-46 SAFETY LIGHTING 39.39 39.39 M = Manual Check, V = Void Check

Page 39 of 272 ends

CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 16 Check Issue Dates: 4/9/2026 - 4/9/2026 Apr 09, 2026 02:18PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount Total 417512 032526: 39.39 39.39
04/26 04/09/2026 226200 437 LMUD ORCHARD ST- STREETS 418802 032526 1 2007-431-60-46 ELECTRICITY 23.12 23.12 Total 418802 032526: 23.12 23.12
04/26 04/09/2026 226200 437 LMUD RIVERSIDE DR. & RIVER- STRE 418824 032526 1 2007-431-60-46 ELECTRICITY 19.69 19.69 Total 418824 032526: 19.69 19.69
04/26 04/09/2026 226200 437 LMUD RIVERSIDE DR. & LAUREL- STR 418833 032526 1 2007-431-60-46 ELECTRICITY 19.69 19.69 Total 418833 032526: 19.69 19.69
04/26 04/09/2026 226200 437 LMUD MARTHA & ARNOLD STREET LI 421476 032526 1 2007-431-60-46 ELECTRICITY 39.39 39.39 Total 421476 032526: 39.39 39.39
04/26 04/09/2026 226200 437 LMUD 130 N PINE ST STREET LIGHT- 425450 032526 1 2007-431-60-46 ELECTRICITY 19.69 19.69 Total 425450 032526: 19.69 19.69
04/26 04/09/2026 226200 437 LMUD UPTOWN DECOR LIGHTS-STRE 43511 032526 1 2007-431-60-46 ELECTRICITY 277.49 277.49 Total 43511 032526: 277.49 277.49
04/26 04/09/2026 226200 437 LMUD 115 N WEATHERLOW ST-PARKS 43866 032526 1 1011-452-20-46 ELECTRICITY 63.74 63.74 Total 43866 032526: 63.74 63.74
04/26 04/09/2026 226200 437 LMUD N PINE & COOK - SCADA-WATE 44153 032526 1 7110-430-42-46 ELECTRICITY 30.00 30.00 Total 44153 032526: 30.00 30.00
04/26 04/09/2026 226200 437 LMUD MEMORIAL PARK TEMP POWE 441880 032526 1 1011-452-20-46 ELECTRICITY 70.67 70.67 Total 441880 032526: 70.67 70.67
M = Manual Check, V = Void Check

Page 40 of 272 ends

CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 17 Check Issue Dates: 4/9/2026 - 4/9/2026 Apr 09, 2026 02:18PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount 04/26 04/09/2026 226200 437 LMUD GLENN & CHERRY TR - SCADA- 44298 032526 1 7110-430-42-46 ELECTRICITY 38.65 38.65 Total 44298 032526: 38.65 38.65
04/26 04/09/2026 226200 437 LMUD PAIUTE LN SCADA-WATER 44316 032526 1 7110-430-42-46 ELECTRICITY 36.71 36.71 Total 44316 032526: 36.71 36.71
04/26 04/09/2026 226200 437 LMUD BAGWELL SPRINGS - SCADA-W 45542 032526 1 7110-430-42-46 ELECTRICITY 99.00 99.00 Total 45542 032526: 99.00 99.00
04/26 04/09/2026 226200 437 LMUD WELL #3-WATER 4559 032526 1 7110-430-42-46 ELECTRICITY 619.31 619.31 Total 4559 032526: 619.31 619.31
04/26 04/09/2026 226200 437 LMUD MAIN & ALEXANDER -STREETS 49496 032526 1 2005-431-20-46 SAFETY LIGHTING 193.75 193.75 Total 49496 032526: 193.75 193.75
04/26 04/09/2026 226200 437 LMUD MAIN & FAIRFIELD-STREETS S 49497 032526 1 2005-431-20-46 SAFETY LIGHTING 160.69 160.69 Total 49497 032526: 160.69 160.69
04/26 04/09/2026 226200 437 LMUD MAIN & JOHNSTNVLE SIGNAL- 49498 032526 1 2005-431-20-46 SAFETY LIGHTING 192.50 192.50 Total 49498 032526: 192.50 192.50
04/26 04/09/2026 226200 437 LMUD RIVERSIDE & MAIN SIGNAL LIG 49499 032526 1 2005-431-20-46 SAFETY LIGHTING 304.79 304.79 Total 49499 032526: 304.79 304.79
04/26 04/09/2026 226200 437 LMUD QUARRY ST LIGHTS-STREETS 49500 032526 1 2007-431-60-46 ELECTRICITY 78.77 78.77 Total 49500 032526: 78.77 78.77
04/26 04/09/2026 226200 437 LMUD MAIN & FOSS SIGNAL LIGHT-ST 49501 032526 1 2005-431-20-46 SAFETY LIGHTING 208.24 208.24 M = Manual Check, V = Void Check

Page 41 of 272 ends

CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 18 Check Issue Dates: 4/9/2026 - 4/9/2026 Apr 09, 2026 02:18PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount Total 49501 032526: 208.24 208.24
04/26 04/09/2026 226200 437 LMUD 471-920 JOHNSTONVILLE RD #5 51908 032526 1 7201-430-81-46 ELECTRICITY 30.00 30.00 Total 51908 032526: 30.00 30.00
04/26 04/09/2026 226200 437 LMUD 471-920 JOHNSTONVILLE RD-AI 54333 032526 1 7201-430-81-46 ELECTRICITY 44.28 44.28 Total 54333 032526: 44.28 44.28
04/26 04/09/2026 226200 437 LMUD SPRING RIDGE BL- WATER 55754 032526 1 7110-430-42-46 ELECTRICITY 299.70 299.70 Total 55754 032526: 299.70 299.70
04/26 04/09/2026 226200 437 LMUD 606 NEVADA STREET- PW 58209 032526 1 7620-430-10-46 ELECTRICITY 87.10 87.10 Total 58209 032526: 87.10 87.10
04/26 04/09/2026 226200 437 LMUD 925 SIERRA RD SPORTS CTR- P 60453 032526 1 1011-452-20-46 ELECTRICITY 31.30 31.30 Total 60453 032526: 31.30 31.30
04/26 04/09/2026 226200 437 LMUD 471-920 JOHNSTONVILLE RD-AI 7146 032526 1 7201-430-81-46 ELECTRICITY 434.67 434.67 Total 7146 032526: 434.67 434.67
04/26 04/09/2026 226200 437 LMUD 471-920 JOHNSTONVILLE RD- A 7154 032526 1 7201-430-81-46 ELECTRICITY 41.26 41.26 Total 7154 032526: 41.26 41.26
04/26 04/09/2026 226200 437 LMUD WELL #1-WATER 7714 032526 1 7110-430-42-46 ELECTRICITY 433.81 433.81 Total 7714 032526: 433.81 433.81
04/26 04/09/2026 226200 437 LMUD NORTH ST PARK LIGHTS- PARK 9283 032526 1 1011-452-20-46 ELECTRICITY 163.74 163.74 Total 9283 032526: 163.74 163.74
M = Manual Check, V = Void Check

Page 42 of 272 ends

CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 19 Check Issue Dates: 4/9/2026 - 4/9/2026 Apr 09, 2026 02:18PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount 04/26 04/09/2026 226200 437 LMUD GEO PUMP #1 9297 032526 1 7301-430-52-46 ELECTRICITY 2,244.76 2,244.76 Total 9297 032526: 2,244.76 2,244.76
04/26 04/09/2026 226200 437 LMUD MAIN ST & PINE ST-STREETS S 94811 032526 1 2005-431-20-46 SAFETY LIGHTING 32.16 32.16 Total 94811 032526: 32.16 32.16
04/26 04/09/2026 226200 437 LMUD RIVERSIDE PARK- PARKS 9501 032526 1 1011-452-20-46 ELECTRICITY 234.60 234.60 Total 9501 032526: 234.60 234.60
04/26 04/09/2026 226200 437 LMUD GEO PUMP #2- GEO 9503 032526 1 7301-430-52-46 ELECTRICITY 50.12 50.12 Total 9503 032526: 50.12 50.12
04/26 04/09/2026 226200 437 LMUD HOSPITAL LN-GEO 9963 032526 1 7301-430-52-46 ELECTRICITY 30.00 30.00 Total 9963 032526: 30.00 30.00
04/26 04/09/2026 226201 11594 REFUND GAS DEPOSIT 10324101310 1 7401-2228-000 DEPOSITS-CUSTOMER 189.84 189.84 Total 10324101310: 189.84 189.84
04/26 04/09/2026 226202 10403 MINTIER HARNISH LP PROFESSIONAL SVC SUSANVILLEHEU-GPU-2 1 1011-419-11-43 PROFESSIONAL SVCS 2,464.60 2,464.60 Total SUSANVILLEHEU-GPU-20: 2,464.60 2,464.60
04/26 04/09/2026 226202 10403 MINTIER HARNISH LP PROFESSIONAL SVC SUSANVILLEHEU-GPU-2 1 1011-419-11-43 PROFESSIONAL SVCS 635.00 635.00 Total SUSANVILLEHEU-GPU-21: 635.00 635.00
04/26 04/09/2026 226202 10403 MINTIER HARNISH LP PROFESSIONAL SVC SUSANVILLEHEU-GPU-2 1 1011-419-11-43 PROFESSIONAL SVCS 5,193.00 5,193.00 Total SUSANVILLEHEU-GPU-22: 5,193.00 5,193.00
04/26 04/09/2026 226203 11595 REFUND GAS DEPOSIT 10321050029 1 7401-2228-000 DEPOSITS-CUSTOMER 52.75 52.75 M = Manual Check, V = Void Check

Page 43 of 272 ends

CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 20 Check Issue Dates: 4/9/2026 - 4/9/2026 Apr 09, 2026 02:18PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount Total 10321050029: 52.75 52.75
04/26 04/09/2026 226204 11597 NEW CAPITAL INVESTME PLHA GRANT ACT DELIVERY D 032726 1 1009-421-23-48 ACTIVITY DELIVERY (GRANTS) 1,250.00 1,250.00 Total 032726: 1,250.00 1,250.00
04/26 04/09/2026 226205 528 NST ENGINEERING INC BACKSTOP REBUILT MEMORIA 21456 1 1011-452-27-44 FACILITY - REPAIR & MAINTENA 1,260.00 1,260.00 Total 21456: 1,260.00 1,260.00
04/26 04/09/2026 226205 528 NST ENGINEERING INC MEMORIAL PARK GRANDSTAN 21457 1 1011-452-27-43 PROFESSIONAL SERVICES 6,700.00 6,700.00 Total 21457: 6,700.00 6,700.00
04/26 04/09/2026 226206 546 PAYLESS BUILDING SUP 238TB TENSION BAND-PARK 405101 1 1011-452-20-44 FACILITY - REPAIR & MAINTENA 244.66 244.66 Total 405101: 244.66 244.66
04/26 04/09/2026 226207 558 PLUMAS-SIERRA INTERNET ACCESS CIRCUIT-CI 58020 033126 1 1000-417-10-45 COMMUNICATIONS 768.00 768.00 Total 58020 033126: 768.00 768.00
04/26 04/09/2026 226207 558 PLUMAS-SIERRA INTERNET ACCESS CIRCUIT-P 68444 033126 1 7620-430-10-45 COMMUNICATIONS 374.12 374.12 Total 68444 033126: 374.12 374.12
04/26 04/09/2026 226208 9689 PRENTICE LONG & EPPE ATTORNEY CONTRACT 25/26 F 8511 1 1000-412-10-43 PROFESSIONAL SVCS 6,500.00 6,500.00 Total 8511: 6,500.00 6,500.00
04/26 04/09/2026 226208 9689 PRENTICE LONG & EPPE PROFESSIONAL SVC- ATTORN 8512 1 1009-421-10-43 PROFESSIONAL SERVICES 38.00 38.00 Total 8512: 38.00 38.00
04/26 04/09/2026 226208 9689 PRENTICE LONG & EPPE ATTORNEY CONTRACT 8546 1 1000-412-10-43 PROFESSIONAL SVCS 1,140.00 1,140.00 Total 8546: 1,140.00 1,140.00
M = Manual Check, V = Void Check

Page 44 of 272 ends

CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 21 Check Issue Dates: 4/9/2026 - 4/9/2026 Apr 09, 2026 02:18PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount 04/26 04/09/2026 226208 9689 PRENTICE LONG & EPPE ATTORNEY CONTRACT 25/26 F 8588 1 1000-412-10-43 PROFESSIONAL SVCS 6,500.00 6,500.00 Total 8588: 6,500.00 6,500.00
04/26 04/09/2026 226209 9613 LIFEGUARD SAFETY TRAINING 040226 1 1011-452-23-45 TRAVEL/TRAINING 301.00 301.00 Total 040226: 301.00 301.00
04/26 04/09/2026 226210 628 SCORE WORKERS COMP 4TH QTR SUSQ4FY26 1 7630-411-40-42 WORKERS' COMPENSATION 125,004.41 125,004.41 Total SUSQ4FY26: 125,004.41 125,004.41
04/26 04/09/2026 226211 10418 SIDDONS MARTIN EMER KIT, TRAN ALLISON FILTER-FD 322-SIV0060214 1 1010-422-10-44 VEHICLE - REPAIR & MAINTENA 780.18 780.18 Total 322-SIV0060214: 780.18 780.18
04/26 04/09/2026 226212 1479 SIERRA BROADCASTING ADVERTISING-GAS 26030112 1 7401-430-62-45 ADVERTISING 249.50 249.50 Total 26030112: 249.50 249.50
04/26 04/09/2026 226212 1479 SIERRA BROADCASTING ADVERTISING-GAS 26030113 1 7401-430-62-45 ADVERTISING 249.50 249.50 Total 26030113: 249.50 249.50
04/26 04/09/2026 226213 1270 SILVER STATE BARRICA CUSTOM SIGN- PARKS 111007 1 1011-452-20-44 FACILITY - REPAIR & MAINTENA 312.00 312.00 Total 111007: 312.00 312.00
04/26 04/09/2026 226214 11596 REFUND WATER DEPOSIT 10529850023 1 7110-2228-000 DEPOSITS-CUSTOMER 40.06 40.06 Total 10529850023: 40.06 40.06
04/26 04/09/2026 226215 76 SUSANVILLE ACE HARD AC PADLOCK BRASS-GAS 539605 1 7401-430-62-46 SUPPLIES-GENERAL 22.60 22.60 Total 539605: 22.60 22.60
04/26 04/09/2026 226215 76 SUSANVILLE ACE HARD 4" ABS SQ HEAD CLEANOUT PL 540256 1 7401-430-62-46 SUPPLIES-GENERAL 32.35 32.35 M = Manual Check, V = Void Check

Page 45 of 272 ends

CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 22 Check Issue Dates: 4/9/2026 - 4/9/2026 Apr 09, 2026 02:18PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount Total 540256: 32.35 32.35
04/26 04/09/2026 226215 76 SUSANVILLE ACE HARD CUTOFF RISER-PARKS 540466 1 1011-452-20-44 FACILITY - REPAIR & MAINTENA 64.08 64.08 Total 540466: 64.08 64.08
04/26 04/09/2026 226215 76 SUSANVILLE ACE HARD CD/2 30AMP TIME DELAY FUSE- 540509 1 1011-452-20-44 FACILITY - REPAIR & MAINTENA 44.78 44.78 Total 540509: 44.78 44.78
04/26 04/09/2026 226215 76 SUSANVILLE ACE HARD INSECT KILLER RTU 1.1GAL- CI 540653 1 1000-417-10-44 FACILITY - REPAIR & MAINTENA 21.42 21.42 Total 540653: 21.42 21.42
04/26 04/09/2026 226215 76 SUSANVILLE ACE HARD MLW RECIP 12" 18T BULK-FD 540734 1 1010-422-10-46 SUPPLIES- SAFETY ITEMS 46.72 46.72 Total 540734: 46.72 46.72
04/26 04/09/2026 226215 76 SUSANVILLE ACE HARD 3PK PADLOCK-PARKS 540739 1 1011-452-20-44 FACILITY - REPAIR & MAINTENA 41.88 41.88 Total 540739: 41.88 41.88
04/26 04/09/2026 226215 76 SUSANVILLE ACE HARD COIL CHAIN STL-PARKS 540768 1 1011-452-20-44 FACILITY - REPAIR & MAINTENA 21.78 21.78 Total 540768: 21.78 21.78
04/26 04/09/2026 226215 76 SUSANVILLE ACE HARD SILVER CARPET TRIM-CITY HA 540786 1 1000-417-10-44 FACILITY - REPAIR & MAINTENA 13.63 13.63 Total 540786: 13.63 13.63
04/26 04/09/2026 226215 76 SUSANVILLE ACE HARD 1PK ROCKR SWITCH WHT 15A- 540831 1 7620-430-10-44 REPAIR AND MAINTENANCE-FA 13.62 13.62 Total 540831: 13.62 13.62
04/26 04/09/2026 226216 712 TNS TRUCKING CO TRANSFER BASE ROCK-WATE 7090 1 7110-430-42-46 SUPPLIES-GENERAL 546.98 546.98 04/26 04/09/2026 226216 712 TNS TRUCKING CO TRANSFER BASE ROCK-STREE 7090 2 2005-431-20-46 SUPPLIES-GENERAL 546.97 546.97 04/26 04/09/2026 226216 712 TNS TRUCKING CO TRANSFER BASE ROCK-GAS 7090 3 7401-430-62-46 SUPPLIES-GENERAL 546.98 546.98 M = Manual Check, V = Void Check

Page 46 of 272 ends

CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 23 Check Issue Dates: 4/9/2026 - 4/9/2026 Apr 09, 2026 02:18PM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount Total 7090: 1,640.93 1,640.93
04/26 04/09/2026 226217 966 TURF STAR INC REPAIR & MAINT-GC INV145727 1 7530-451-52-44 REPAIR & MAINTENANCE - EQU 1,081.36 1,081.36 Total INV145727: 1,081.36 1,081.36
04/26 04/09/2026 226218 749 VERIZON WIRELESS CELLULAR PHONES - FD 6138822775 1 1010-422-10-45 COMMUNICATIONS 776.60 776.60 Total 6138822775: 776.60 776.60
04/26 04/09/2026 226219 770 WESTERN NEVADA SUP FERN MR56 UNIFLEX SWR CPL 62170638 1 1000-417-10-44 FACILITY - REPAIR & MAINTENA 34.49 34.49 Total 62170638: 34.49 34.49
04/26 04/09/2026 226219 770 WESTERN NEVADA SUP SPEA -GC 62198649-1 1 7530-451-52-44 REPAIR & MAINTENANCE - MIS 2.63 2.63 Total 62198649-1: 2.63 2.63
04/26 04/09/2026 226219 770 WESTERN NEVADA SUP SPEA -GC 62198654 1 7530-451-52-44 REPAIR & MAINTENANCE - MIS 10.06 10.06 Total 62198654: 10.06 10.06
Grand Totals: 204,739.09 204,739.09
Report Criteria:

Report type: GL detail
Check.Voided = False
M = Manual Check, V = Void Check

Page 47 of 272 ends

CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 1 Check Issue Dates: 4/16/2026 - 4/16/2026 Apr 21, 2026 09:55AM Report Criteria:

Report type: GL detail
Check.Voided = False
GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount 04/26 04/16/2026 226273 1243 AIR RESOURCES BOARD HOT SPOT ASSESSMENT 24/25 HTSP2400-12 1 7620-430-11-48 TAXES, FEES, PERMIT AND CH 1,674.00 1,674.00 Total HTSP2400-12: 1,674.00 1,674.00
04/26 04/16/2026 226274 21 AIRGAS USA LLC ACETYLENE/ARGON//OXYGEN/ 5523263045 1 7401-430-62-46 SUPPLIES-GENERAL 216.79 216.79 04/26 04/16/2026 226274 21 AIRGAS USA LLC ACETYLENE/ARGON//OXYGEN/ 5523263045 2 2007-431-20-46 SUPPLIES-GENERAL 93.75 93.75 04/26 04/16/2026 226274 21 AIRGAS USA LLC ACETYLENE/ARGON//OXYGEN/ 5523263045 3 7110-430-42-46 SUPPLIES-GENERAL 774.23 774.23 Total 5523263045: 1,084.77 1,084.77
04/26 04/16/2026 226274 21 AIRGAS USA LLC ACETYLENE/ARGON//OXYGEN/ 5523950373 1 7401-430-62-46 SUPPLIES-GENERAL 238.31 238.31 04/26 04/16/2026 226274 21 AIRGAS USA LLC ACETYLENE/ARGON//OXYGEN/ 5523950373 2 2007-431-20-46 SUPPLIES-GENERAL 102.65 102.65 04/26 04/16/2026 226274 21 AIRGAS USA LLC ACETYLENE/ARGON//OXYGEN/ 5523950373 3 7110-430-42-46 SUPPLIES-GENERAL 854.33 854.33 Total 5523950373: 1,195.29 1,195.29
04/26 04/16/2026 226275 9432 ALL SEASON HEATING WRP #0034 CAPP BOWMAN 041426 1 8404-430-15-48 GRANTS 7,000.00 7,000.00 Total 041426: 7,000.00 7,000.00
04/26 04/16/2026 226231 1390 APGA SECURITY & INTE SHRIMP/DIMP ONLINE ACCESS 43026 1 7401-430-62-48 DUES AND MEMBERSHIPS 395.00 395.00 Total 43026: 395.00 395.00
04/26 04/16/2026 226232 11576 JANITORIAL SERVCE-PD 002 1 1009-421-10-44 CUSTODIAL 350.00 350.00 Total 002: 350.00 350.00
04/26 04/16/2026 226232 11576 JANITORIAL SERVICE-PD 003 1 1009-421-10-44 CUSTODIAL 350.00 350.00 Total 003: 350.00 350.00
04/26 04/16/2026 226233 1307 C&S WASTE SOLUTIONS 1801 MAIN ST-PD 177674958U037 1 1009-421-10-44 DISPOSAL 459.90 459.90 M = Manual Check, V = Void Check

Page 48 of 272 ends

CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 2 Check Issue Dates: 4/16/2026 - 4/16/2026 Apr 21, 2026 09:55AM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount Total 177674958U037: 459.90 459.90
04/26 04/16/2026 226234 98 CALIFORNIA ASSOCIATI DUES AND MEMBERSHIP 05/26- 040926 1 7630-411-40-45 INSUR.FIRE SALARY PROTECTI 236.00 236.00 Total 040926: 236.00 236.00
04/26 04/16/2026 226235 161 CSK AUTO INC BRAKE SHOES-WATER 2740-235722 1 7110-430-42-44 REPAIR AND MAINTENANCE-VE 468.42 468.42 Total 2740-235722: 468.42 468.42
04/26 04/16/2026 226235 161 CSK AUTO INC COOLANT HOSE- WATER 2740-236878 1 7110-430-42-44 REPAIR AND MAINTENANCE-VE 141.43 141.43 Total 2740-236878: 141.43 141.43
04/26 04/16/2026 226236 11599 COMMUNITY CENTER DPOSIT 041326 1 1000-2228-009 DEPOSITS-COMM CENTER RE 55.00 55.00 Total 041326: 55.00 55.00
04/26 04/16/2026 226237 188 DEPARTMENT OF WATE ANNUAL DAM FEE FY 26/27 1800181314 1 7110-1430-105 PRE-PAID OTHER 3,995.00 3,995.00 Total 1800181314: 3,995.00 3,995.00
04/26 04/16/2026 226238 1565 DIRTY JOE'S CAR WASH CAR WASH- PD 040926 1 1009-421-10-44 VEHICLE-REPAIR & MAINTENA 159.00 159.00 Total 040926: 159.00 159.00
04/26 04/16/2026 226239 198 DITCH WITCH EQUIPMEN ROCKER SWITC-WATER 1024202 1 7110-430-42-44 REPAIR AND MAINTENANCE-MI 182.95 182.95 Total 1024202: 182.95 182.95
04/26 04/16/2026 226240 1014 DUTRA CONSTRUCTION FLOORING INSTALLATION-PD 040326 1 1009-421-10-47 MACHINERY AND EQUIPMENT 2,835.00 2,835.00 Total 040326: 2,835.00 2,835.00
04/26 04/16/2026 226241 219 ED STAUB & SONS PETR SUPPLIES-GEO 13950386 1 7301-430-52-46 SUPPLIES-GENERAL 562.04 562.04 Total 13950386: 562.04 562.04
M = Manual Check, V = Void Check

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 3 Check Issue Dates: 4/16/2026 - 4/16/2026 Apr 21, 2026 09:55AM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount 04/26 04/16/2026 226242 1484 EDGES ELECTRICAL GR MILW HOLE SAW-WATER S6615862.001 1 7110-430-42-46 SUPPLIES-GENERAL 22.70 22.70 Total S6615862.001: 22.70 22.70
04/26 04/16/2026 226242 1484 EDGES ELECTRICAL GR RAB HIDFA- AIRPORT S6663314.001 1 7201-430-81-44 REPAIR AND MAINTENANCE-FA 2,158.38 2,158.38 Total S6663314.001: 2,158.38 2,158.38
04/26 04/16/2026 226242 1484 EDGES ELECTRICAL GR BUSS MIDGET TD FUSE-WATER S6677274.001 1 7110-430-42-46 SUPPLIES-GENERAL 104.63 104.63 Total S6677274.001: 104.63 104.63
04/26 04/16/2026 226243 10706 CA POST ICI HOMICIDE INVEST. 033126 1 1009-421-10-45 TRAINING 2,446.00 2,446.00 Total 033126: 2,446.00 2,446.00
04/26 04/16/2026 226244 257 FOREST OFFICE EQUIPM BUSINESS CARD-PW INV-8960 1 7620-430-10-46 SUPPLIES-GENERAL 47.89 47.89 Total INV-8960: 47.89 47.89
04/26 04/16/2026 226244 257 FOREST OFFICE EQUIPM BUSINESS CARD-CODE ENFOR INV-9100 1 1011-425-20-46 SUPPLIES-GENERAL 47.89 47.89 Total INV-9100: 47.89 47.89
04/26 04/16/2026 226244 257 FOREST OFFICE EQUIPM COPIES-GAS SV010618 1 7401-430-62-43 TECHNICAL SVCS 44.08 44.08 04/26 04/16/2026 226244 257 FOREST OFFICE EQUIPM COPIES-WATER SV010618 2 7110-430-42-43 TECHNICAL SVCS 44.08 44.08 Total SV010618: 88.16 88.16
04/26 04/16/2026 226244 257 FOREST OFFICE EQUIPM COPIES-PW SV010704 1 7620-430-10-43 TECHNICAL SVCS 307.34 307.34 Total SV010704: 307.34 307.34
04/26 04/16/2026 226244 257 FOREST OFFICE EQUIPM COPIES-WATER SV010789 1 7110-430-42-43 TECHNICAL SVCS 44.08 44.08 04/26 04/16/2026 226244 257 FOREST OFFICE EQUIPM COPIES-GAS SV010789 2 7401-430-62-43 TECHNICAL SVCS 44.08 44.08 Total SV010789: 88.16 88.16
04/26 04/16/2026 226244 257 FOREST OFFICE EQUIPM COPIES-PW SV010875 1 7620-430-10-43 TECHNICAL SVCS 336.30 336.30 M = Manual Check, V = Void Check

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 4 Check Issue Dates: 4/16/2026 - 4/16/2026 Apr 21, 2026 09:55AM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount Total SV010875: 336.30 336.30
04/26 04/16/2026 226244 257 FOREST OFFICE EQUIPM COPIES-GAS SV011131 1 7401-430-62-43 TECHNICAL SVCS 44.08 44.08 04/26 04/16/2026 226244 257 FOREST OFFICE EQUIPM COPIES-WATER SV011131 2 7110-430-42-43 TECHNICAL SVCS 44.08 44.08 Total SV011131: 88.16 88.16
04/26 04/16/2026 226244 257 FOREST OFFICE EQUIPM COPIES-PW SV011218 1 7620-430-10-43 TECHNICAL SVCS 365.55 365.55 Total SV011218: 365.55 365.55
04/26 04/16/2026 226245 265 FRONTIER 257-0315 AWOS AIRPORT 0315 031526 1 7201-430-81-45 COMMUNICATIONS 108.51 108.51 Total 0315 031526: 108.51 108.51
04/26 04/16/2026 226245 265 FRONTIER 257-7098- GAS 7098 040126 1 7401-430-62-45 COMMUNICATIONS 142.98 142.98 Total 7098 040126: 142.98 142.98
04/26 04/16/2026 226246 332 INTERSTATE GAS SERVI PROFESSIONAL SERVICES-GA 7021935 1 7401-430-62-43 PROFESSIONAL SVCS 2,365.00 2,365.00 Total 7021935: 2,365.00 2,365.00
04/26 04/16/2026 226247 1362 IRON MOUNTAIN INFO. M PROFESSIONAL SERVICES-PD LDJG224 1 1009-421-10-43 PROFESSIONAL SERVICES 139.54 139.54 Total LDJG224: 139.54 139.54
04/26 04/16/2026 226248 9906 CA POST ICI HOMICIDE INVEST. 033126 1 1009-421-10-45 TRAINING 946.00 946.00 Total 033126: 946.00 946.00
04/26 04/16/2026 226249 1074 LASSEN AUTO BODY TIRE SERVICE- PD 26-00632 1 1009-421-10-44 VEHICLE-REPAIR & MAINTENA 165.00 165.00 Total 26-00632: 165.00 165.00
04/26 04/16/2026 226249 1074 LASSEN AUTO BODY VEHECLE REPAIR- PD 8995 1 1009-421-10-44 VEHICLE-REPAIR & MAINTENA 296.77 296.77 M = Manual Check, V = Void Check

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 5 Check Issue Dates: 4/16/2026 - 4/16/2026 Apr 21, 2026 09:55AM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount Total 8995: 296.77 296.77
04/26 04/16/2026 226250 391 LASSEN COUNTY CHAM NON-MEMBER VENDOR-PW 000118 1 7620-430-10-45 ADVERTISING 75.00 75.00 Total 000118: 75.00 75.00
04/26 04/16/2026 226276 392 LASSEN COUNTY CLERK EIR FILING NOD 041626 1 1011-419-12-48 TAXES, FEES, PERMITS & CHA 4,277.50 4,277.50 Total 041626: 4,277.50 4,277.50
04/26 04/16/2026 226251 8091 LASSEN FAMILY SERVIC DEPOSIT RETURN FOR PANEL 041426 1 1000-2228-009 DEPOSITS-COMM CENTER RE 100.00 100.00 Total 041426: 100.00 100.00
04/26 04/16/2026 226252 411 LASSEN MOTOR PARTS WTS DUST CAPS-WATER 483910 1 7110-430-42-44 REPAIR AND MAINTENANCE-VE 77.58 77.58 Total 483910: 77.58 77.58
04/26 04/16/2026 226252 411 LASSEN MOTOR PARTS WINDSHIELD WASH-PW 486213 1 7620-430-10-44 REPAIR AND MAINTENANCE-VE 8.64 8.64 Total 486213: 8.64 8.64
04/26 04/16/2026 226252 411 LASSEN MOTOR PARTS 32OZ ARMORALL PROT-GAS 486657 1 7401-430-62-44 REPAIR AND MAINT-VEHICLE 17.85 17.85 Total 486657: 17.85 17.85
04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI LOOSE WASTE- PARKS 385399 1 1011-452-20-44 DISPOSAL 33.66 33.66 Total 385399: 33.66 33.66
04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI LOOSE WASTE- PARKS 385417 1 1011-452-20-44 DISPOSAL 26.01 26.01 Total 385417: 26.01 26.01
04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI LOOSE WASTE- PARKS 385436 1 1011-452-20-44 DISPOSAL 17.60 17.60 Total 385436: 17.60 17.60
M = Manual Check, V = Void Check

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 6 Check Issue Dates: 4/16/2026 - 4/16/2026 Apr 21, 2026 09:55AM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount 04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI LOOSE WASTE- PARKS 385583 1 1011-452-20-44 DISPOSAL 28.31 28.31 Total 385583: 28.31 28.31
04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI DIRT, SOIL -WATER 385661 1 7110-430-42-44 REPAIR AND MAINTENANCE-FA 3.85 3.85 04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI DIRT, SOIL -GAS 385661 2 7401-430-62-44 REPAIR AND MAINTENANCE-FA 3.85 3.85 04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385661 3 2005-431-20-44 REPAIR AND MAINTENANCE-MI 3.86 3.86 Total 385661: 11.56 11.56
04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI DIRT, SOIL -WATER 385672 1 7110-430-42-44 REPAIR AND MAINTENANCE-FA 4.19 4.19 04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI DIRT, SOIL -GAS 385672 2 7401-430-62-44 REPAIR AND MAINTENANCE-FA 4.20 4.20 04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385672 3 2005-431-20-44 REPAIR AND MAINTENANCE-MI 4.19 4.19 Total 385672: 12.58 12.58
04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385693 1 2005-431-20-44 REPAIR AND MAINTENANCE-MI 4.08 4.08 04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI DIRT, SOIL -WATER 385693 2 7110-430-42-44 REPAIR AND MAINTENANCE-FA 4.08 4.08 04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI DIRT, SOIL -GAS 385693 3 7401-430-62-44 REPAIR AND MAINTENANCE-FA 4.08 4.08 Total 385693: 12.24 12.24
04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI DIRT, SOIL -WATER 385705 1 7110-430-42-44 REPAIR AND MAINTENANCE-FA 4.02 4.02 04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI DIRT, SOIL -GAS 385705 2 7401-430-62-44 REPAIR AND MAINTENANCE-FA 4.02 4.02 04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385705 3 2005-431-20-44 REPAIR AND MAINTENANCE-MI 4.02 4.02 Total 385705: 12.06 12.06
04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI DIRT, SOIL -WATER 385755 1 7110-430-42-44 REPAIR AND MAINTENANCE-FA 4.14 4.14 04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI DIRT, SOIL -GAS 385755 2 7401-430-62-44 REPAIR AND MAINTENANCE-FA 4.14 4.14 04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385755 3 2005-431-20-44 REPAIR AND MAINTENANCE-MI 4.14 4.14 Total 385755: 12.42 12.42
04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI DIRT, SOIL -WATER 385771 1 7110-430-42-44 REPAIR AND MAINTENANCE-FA 3.86 3.86 04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI DIRT, SOIL -GAS 385771 2 7401-430-62-44 REPAIR AND MAINTENANCE-FA 3.86 3.86 04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385771 3 2005-431-20-44 REPAIR AND MAINTENANCE-MI 3.86 3.86 M = Manual Check, V = Void Check

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 7 Check Issue Dates: 4/16/2026 - 4/16/2026 Apr 21, 2026 09:55AM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount Total 385771: 11.58 11.58
04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385782 1 2005-431-20-44 REPAIR AND MAINTENANCE-MI 3.43 3.43 04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI DIRT, SOIL -WATER 385782 2 7110-430-42-44 REPAIR AND MAINTENANCE-FA 3.43 3.43 04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI DIRT, SOIL -GAS 385782 3 7401-430-62-44 REPAIR AND MAINTENANCE-FA 3.42 3.42 Total 385782: 10.28 10.28
04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI DIRT, SOIL -WATER 385795 1 7110-430-42-44 REPAIR AND MAINTENANCE-FA 4.27 4.27 04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI DIRT, SOIL -GAS 385795 2 7401-430-62-44 REPAIR AND MAINTENANCE-FA 4.28 4.28 04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI DIRT, SOIL -STREETS SB1 385795 3 2005-431-20-44 REPAIR AND MAINTENANCE-MI 4.27 4.27 Total 385795: 12.82 12.82
04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI LOOSE WASTE- PARKS 387401 1 1011-452-20-44 DISPOSAL 26.01 26.01 Total 387401: 26.01 26.01
04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI LOOSE WASTE- PARKS 387424 1 1011-452-20-44 DISPOSAL 26.01 26.01 Total 387424: 26.01 26.01
04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI LOOSE WASTE- PARKS 387445 1 1011-452-20-44 DISPOSAL 28.31 28.31 Total 387445: 28.31 28.31
04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI LOOSE WASTE- PARKS 388207 1 1011-452-20-44 DISPOSAL 26.01 26.01 Total 388207: 26.01 26.01
04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI LOOSE WASTE- PARKS 388240 1 1011-452-20-44 DISPOSAL 29.07 29.07 Total 388240: 29.07 29.07
04/26 04/16/2026 226253 412 LASSEN REGIONAL SOLI LOOSE WASTE- PARKS 388275 1 1011-452-20-44 DISPOSAL 27.54 27.54 Total 388275: 27.54 27.54
M = Manual Check, V = Void Check

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 8 Check Issue Dates: 4/16/2026 - 4/16/2026 Apr 21, 2026 09:55AM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount 04/26 04/16/2026 226254 10485 LEAF CAPITAL FUNDING KYOCERA COPIER- PW 20057341 1 7620-430-10-44 RENT & LEASE EQUIP & VEHIC 278.67 278.67 Total 20057341: 278.67 278.67
04/26 04/16/2026 226255 425 LES SCHWAB TIRE CENT VEHICLE REAPIR & MAIN - WAT 60400505135 1 7110-430-42-44 REPAIR AND MAINTENANCE-VE 377.04 377.04 Total 60400505135: 377.04 377.04
04/26 04/16/2026 226256 437 LMUD 1801 MAIN ST- PD 8314 032526 1 1009-421-10-46 ELECTRICITY 938.40 938.40 Total 8314 032526: 938.40 938.40
04/26 04/16/2026 226257 11598 REFUND GAS DEPOSIT 10120651436 1 7401-2228-000 DEPOSITS-CUSTOMER 123.13 123.13 Total 10120651436: 123.13 123.13
04/26 04/16/2026 226258 121 PARCELQUEST RENEWAL PARCEL QUEST 5/26 3263 043026 1 1011-424-20-47 SOFTWARE 333.18 333.18 04/26 04/16/2026 226258 121 PARCELQUEST RENEWAL PARCEL QUEST 5/26 3263 043026 2 1010-422-10-47 SOFTWARE 333.18 333.18 04/26 04/16/2026 226258 121 PARCELQUEST RENEWAL PARCEL QUEST 5/26 3263 043026 3 7620-430-10-47 SOFTWARE 333.18 333.18 04/26 04/16/2026 226258 121 PARCELQUEST RENEWAL PARCEL QUEST 5/26 3263 043026 4 1011-1430-105 PRE PAID OTHER 1,665.82 1,665.82 04/26 04/16/2026 226258 121 PARCELQUEST RENEWAL PARCEL QUEST 5/26 3263 043026 5 1010-1430-105 PREPAID OTHER 1,665.82 1,665.82 04/26 04/16/2026 226258 121 PARCELQUEST RENEWAL PARCEL QUEST 5/26 3263 043026 6 7620-1430-105 PRE-PAID OTHER 1,665.82 1,665.82 Total 3263 043026: 5,997.00 5,997.00
04/26 04/16/2026 226259 545 PATRICK & COMPANY DOG AND PET LICENSE TAGS 2 1007110 1 1009-421-10-46 SPAY/NEUTER CLINIC 281.45 281.45 Total 1007110: 281.45 281.45
04/26 04/16/2026 226277 11295 CA LEAGUE OF CITIES SACRA 032526.001 1 1000-411-40-45 TRAVEL 268.25 268.25 Total 032526.001: 268.25 268.25
04/26 04/16/2026 226260 10475 PLACER COUNTY AIR PO RETURN OF UNLIQUIDATED FA 22443 1 8404-430-13-48 GRANTS 35,371.40 35,371.40 Total 22443: 35,371.40 35,371.40
04/26 04/16/2026 226261 558 PLUMAS-SIERRA INTERNET ACCESS CIRCUIT-P 63630 033126 1 1009-421-10-45 COMMUNICATIONS 185.00 185.00 M = Manual Check, V = Void Check

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 9 Check Issue Dates: 4/16/2026 - 4/16/2026 Apr 21, 2026 09:55AM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount Total 63630 033126: 185.00 185.00
04/26 04/16/2026 226262 11423 PUBLIC RISK INNOVATIO 4/26-6/26 24 EMPLOYEES- RISK 26401637 1 7630-411-40-45 EPLI INSURANCE 880.44 880.44 Total 26401637: 880.44 880.44
04/26 04/16/2026 226263 969 SIERRA PACIFIC TURF S DMGC FERTILIZER PURCHASE- 01042901 1 7530-451-52-44 REPAIR & MAINTENANCE - MIS 7,794.00 7,794.00 Total 01042901: 7,794.00 7,794.00
04/26 04/16/2026 226264 673 SUNRISE ENGINEERING GAS PROJECT-PROFESSIONL ARIV1009320 1 7401-430-62-43 PROFESSIONAL SVCS 29,354.00 29,354.00 Total ARIV1009320: 29,354.00 29,354.00
04/26 04/16/2026 226265 76 SUSANVILLE ACE HARD DURAC BATT LTHM - PARKS 539917 1 1011-452-20-46 SUPPLIES-GENERAL 7.78 7.78 Total 539917: 7.78 7.78
04/26 04/16/2026 226266 10404 THE INTERMOUNTAIN NE LEGAL NOTICE NOTICE BIDDE 20240628.01 1 2004-422-10-43 TECHNICAL SVCS 569.25 569.25 Total 20240628.01: 569.25 569.25
04/26 04/16/2026 226266 10404 THE INTERMOUNTAIN NE PUBLIC HEARING NOTICE - PA 20240633 1 1011-425-20-45 ADVERTISING 473.00 473.00 Total 20240633: 473.00 473.00
04/26 04/16/2026 226266 10404 THE INTERMOUNTAIN NE LEGAL NOTICE-PLANNING 20240652.01 1 1011-419-10-45 ADVERTISING 165.00 165.00 Total 20240652.01: 165.00 165.00
04/26 04/16/2026 226266 10404 THE INTERMOUNTAIN NE LEGAL NOTICE-PLANNING 20240702 1 1011-419-10-45 ADVERTISING 346.50 346.50 Total 20240702: 346.50 346.50
04/26 04/16/2026 226267 720 TRI-PACIFIC SUPPLY INC CATLATIC HEATER 8X8-GAS 0185052-IN 1 7401-430-62-46 SUPPLIES-GENERAL 1,682.77 1,682.77 Total 0185052-IN: 1,682.77 1,682.77
M = Manual Check, V = Void Check

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 10 Check Issue Dates: 4/16/2026 - 4/16/2026 Apr 21, 2026 09:55AM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount 04/26 04/16/2026 226268 749 VERIZON WIRELESS CELLULAR PHONES - PW ADMI 6137413672 1 7620-430-10-45 COMMUNICATIONS 1,353.16 1,353.16 04/26 04/16/2026 226268 749 VERIZON WIRELESS CELLULAR PHONES - GAS 6137413672 2 7401-430-62-45 COMMUNICATIONS 270.39 270.39 04/26 04/16/2026 226268 749 VERIZON WIRELESS CELLULAR PHONES - WATER 6137413672 3 7110-430-42-45 COMMUNICATIONS 27.32 27.32 04/26 04/16/2026 226268 749 VERIZON WIRELESS CELLULAR PHONES - PARKS 6137413672 4 1011-452-20-45 COMMUNICATIONS 104.19 104.19 04/26 04/16/2026 226268 749 VERIZON WIRELESS CELLULAR PHONES - BUILDIN 6137413672 5 1011-424-20-45 COMMUNICATIONS 99.55 99.55 04/26 04/16/2026 226268 749 VERIZON WIRELESS CELLULAR PHONES - AIR POLL 6137413672 6 7620-430-11-45 COMMUNICATIONS 156.06 156.06 04/26 04/16/2026 226268 749 VERIZON WIRELESS CELLULAR PHONES - CODE EN 6137413672 7 1011-425-20-45 COMMUNICATIONS 57.58 57.58 04/26 04/16/2026 226268 749 VERIZON WIRELESS CELLULAR PHONES - FINANCE 6137413672 8 1000-415-10-45 COMMUNICATIONS 191.96 191.96 04/26 04/16/2026 226268 749 VERIZON WIRELESS CELLULAR PHONES - ADMIN 6137413672 9 1000-413-20-45 COMMUNICATIONS 104.04 104.04 04/26 04/16/2026 226268 749 VERIZON WIRELESS CELLULAR PHONES - CITY CLE 6137413672 10 1000-411-40-45 COMMUNICATIONS 41.81 41.81 Total 6137413672: 2,406.06 2,406.06
04/26 04/16/2026 226268 749 VERIZON WIRELESS CELLULAR PHONES - PW ADMI 6139953359 1 7620-430-10-45 COMMUNICATIONS 1,396.73 1,396.73 04/26 04/16/2026 226268 749 VERIZON WIRELESS CELLULAR PHONES - GAS 6139953359 2 7401-430-62-45 COMMUNICATIONS 270.37 270.37 04/26 04/16/2026 226268 749 VERIZON WIRELESS CELLULAR PHONES - WATER 6139953359 3 7110-430-42-45 COMMUNICATIONS 27.32 27.32 04/26 04/16/2026 226268 749 VERIZON WIRELESS CELLULAR PHONES - PARKS 6139953359 4 1011-452-20-45 COMMUNICATIONS 104.15 104.15 04/26 04/16/2026 226268 749 VERIZON WIRELESS CELLULAR PHONES - BUILDIN 6139953359 5 1011-424-20-45 COMMUNICATIONS 99.52 99.52 04/26 04/16/2026 226268 749 VERIZON WIRELESS CELLULAR PHONES - AIR POLL 6139953359 6 7620-430-11-45 COMMUNICATIONS 156.00 156.00 04/26 04/16/2026 226268 749 VERIZON WIRELESS CELLULAR PHONES - CODE EN 6139953359 7 1011-425-20-45 COMMUNICATIONS 57.57 57.57 04/26 04/16/2026 226268 749 VERIZON WIRELESS CELLULAR PHONES - FINANCE 6139953359 8 1000-415-10-45 COMMUNICATIONS 104.00 104.00 04/26 04/16/2026 226268 749 VERIZON WIRELESS CELLULAR PHONES - ADMIN 6139953359 9 1000-413-20-45 COMMUNICATIONS 104.00 104.00 04/26 04/16/2026 226268 749 VERIZON WIRELESS CELLULAR PHONES - CITY CLE 6139953359 10 1000-411-40-45 COMMUNICATIONS 41.79 41.79 04/26 04/16/2026 226268 749 VERIZON WIRELESS CELLULAR PHONES - MISC 6139953359 11 7110-430-42-45 COMMUNICATIONS 446.56 446.56 Total 6139953359: 2,808.01 2,808.01
04/26 04/16/2026 226269 770 WESTERN NEVADA SUP 3/4X6 GLV STL NIP-WATER 62186247 1 7110-430-42-46 SUPPLIES-GENERAL 123.90 123.90 Total 62186247: 123.90 123.90
04/26 04/16/2026 226269 770 WESTERN NEVADA SUP SUPPLIES- WATER 62193931 1 7110-430-42-46 SUPPLIES-GENERAL 24.03 24.03 Total 62193931: 24.03 24.03
04/26 04/16/2026 226269 770 WESTERN NEVADA SUP CARBIDE METAL BLADE-WATE 62194020 1 7110-430-42-46 SUPPLIES-GENERAL 68.52 68.52 Total 62194020: 68.52 68.52
M = Manual Check, V = Void Check

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 11 Check Issue Dates: 4/16/2026 - 4/16/2026 Apr 21, 2026 09:55AM GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount 04/26 04/16/2026 226269 770 WESTERN NEVADA SUP SUPPLIES- WATER 62198269 1 7110-430-42-46 SUPPLIES-GENERAL 185.64 185.64 Total 62198269: 185.64 185.64
04/26 04/16/2026 226269 770 WESTERN NEVADA SUP RHEE BLK 130 MAMBA XL GLV- 62211759 1 2005-431-20-46 SUPPLIES-GENERAL 25.98 25.98 Total 62211759: 25.98 25.98
Grand Totals: 127,064.62 127,064.62
Report Criteria:

Report type: GL detail
Check.Voided = False
M = Manual Check, V = Void Check

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CITY OF SUSANVILLE Check Register - Payments by Vendor Page: 1 Check Issue Dates: 4/17/2026 - 4/17/2026 Apr 17, 2026 02:59PM Report Criteria:

Report type: GL detail
Check.Voided = False
GL Check Check Vendor Description Invoice Inv GL Account GL Account Title Seq Check Period Issue Date Number Number Payee Number Seq No Amount Amount 04/26 04/17/2026 226278 728 U.S. POSTMASTER WATER BILLING POSTAGE 041726 1 7110-430-42-46 POSTAGE 877.79 877.79 04/26 04/17/2026 226278 728 U.S. POSTMASTER GAS BILLING POSTAGE 041726 2 7401-430-62-46 POSTAGE 452.19 452.19 Total 041726: 1,329.98 1,329.98
Grand Totals: 1,329.98 1,329.98
M = Manual Check, V = Void Check

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Agenda Item No. 6.C.

Standard Workflow
City Council Agenda Item
Submitted By: Jolene Arredondo, Deputy City Manager
Action Date: May 6, 2026
Subject: Consider Resolution No. 26-6538, authorizing a 3.0% increase to the Public Works Bargaining Unit Salary Matrix effective July 1, 2026, through and including June 30, 2027
Presented By: Dan Newton, City Manager
Summary: Section 7.B. of the Memorandum of Understanding (MOU) states that thePublic Works UNIT employees will receive an annual salary matrix adjustment based on the annual Consumer Price Index (CPI) percent increase as reported by the US Bureau of Labor Statistics Consumer Price Index for all Urban Consumers for the West Area as described below. The maximum salary matrix increase per fiscal year will be

3.00% with a minimum salary matrix increase of 2.00%. The CPI increase will be applied to the previous year's adopted salary matrix, ensuring that each new matrix reflects the adjustment over the prior year. The revised salary matrix for each year will be memorialized by resolution of the city council prior to June 30 for effective change occurring each July 1. The determined salary matrix increase for the fiscal year 2026/2027 is 3.0%. The increase has been applied to the previous year’s adopted salary matrix, ensuring that each new matrix reflects the adjustment over the prior year. The revised salary matrix for each year will be memorialized by a resolution of the City Council prior to June 30 for effective change occurring each July 1st of this agreement.

Fiscal Impact: Overall Salary Matrix increase of 3.0% effective July 1, 2026 Action Requested: Motion to approve Resolution No. 26-6538, authorizing a 3.0% increase to the Public Works Bargaining Unit Salary Matrix effective July 1, 2026, through and including June 30, 2027 Attachments:

1. 26.27 SALARY MATRIX

2. 26-6538

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ABCDEFG
101 854.43 897.14 942.00 989.11 1038.56 1090.49 1145.01 102 875.79 919.57 965.55 1013.83 1064.53 1117.75 1173.64 103 897.68 942.56 989.69 1039.18 1091.14 1145.69 1202.98 104 920.13 966.13 1014.43 1065.16 1118.42 1174.33 1233.06 105 943.13 990.28 1039.79 1091.79 1146.38 1203.69 1263.88 106 966.71 1015.04 1065.79 1119.08 1175.04 1233.78 1295.48 107 990.88 1040.41 1092.43 1147.06 1204.41 1264.63 1327.87 108 1015.65 1066.42 1119.74 1175.74 1234.52 1296.24 1361.06 109 1041.04 1093.08 1147.74 1205.13 1265.39 1328.65 1395.09 110 1067.06 1120.41 1176.43 1235.26 1297.02 1361.87 1429.97 111 1093.74 1148.42 1205.84 1266.14 1329.45 1395.91 1465.72 112 1121.08 1177.13 1235.99 1297.79 1362.68 1430.81 1502.36 113 1149.11 1206.56 1266.89 1330.24 1396.75 1466.58 1539.92 114 1177.84 1236.72 1298.56 1363.49 1431.67 1503.25 1578.42 115 1207.29 1267.64 1331.02 1397.58 1467.46 1540.83 1617.88 116 1237.47 1299.33 1364.30 1432.52 1504.15 1579.35 1658.32 117 1268.40 1331.82 1398.41 1468.33 1541.75 1618.83 1699.78 118 1300.11 1365.11 1433.37 1505.04 1580.29 1659.30 1742.28 119 1332.62 1399.24 1469.20 1542.67 1619.80 1700.79 1785.83 120 1365.93 1434.22 1505.93 1581.23 1660.30 1743.30 1830.48 121 1400.08 1470.08 1543.58 1620.77 1701.80 1786.89 1876.24 122 1435.08 1506.83 1582.17 1661.28 1744.35 1831.56 1923.15 123 1470.96 1544.50 1621.72 1702.82 1787.96 1877.35 1971.22 124 1507.73 1583.11 1662.27 1745.39 1832.66 1924.28 2020.50 125 1545.43 1622.69 1703.82 1789.02 1878.47 1972.39 2071.02 126 1584.06 1663.26 1746.42 1833.75 1925.44 2021.70 2122.79 127 1623.66 1704.84 1790.08 1879.59 1973.57 2072.24 2175.86 128 1664.26 1747.46 1834.83 1926.58 2022.91 2124.05 2230.26 129 1705.86 1791.15 1880.70 1974.74 2073.48 2177.15 2286.02 130 1748.51 1835.92 1927.72 2024.11 2125.32 2231.58 2343.17 131 1792.22 1881.82 1975.91 2074.72 2178.45 2287.37 2401.75 132 1837.03 1928.87 2025.31 2126.58 2232.91 2344.55 2461.79 133 1882.95 1977.09 2075.94 2179.75 2288.74 2403.17 2523.33 134 1930.03 2026.52 2127.84 2234.24 2345.96 2463.24 2586.42 135 1978.28 2077.18 2181.04 2290.10 2404.60 2524.83 2651.08 136 2027.73 2129.11 2235.56 2347.35 2464.72 2587.95 2717.35 137 2078.43 2182.34 2291.45 2406.03 2526.34 2652.64 2785.29 138 2130.39 2236.89 2348.74 2466.19 2589.50 2718.96 2854.92 139 2183.65 2292.82 2407.46 2527.84 2654.23 2786.93 2926.29 140 2238.24 2350.14 2467.64 2591.04 2720.59 2856.61 2999.45 141 2294.20 2408.89 2529.34 2655.81 2788.60 2928.02 3074.44 142 2351.55 2469.11 2592.57 2722.21 2858.32 3001.22 3151.30 143 2410.34 2530.84 2657.38 2790.26 2929.78 3076.25 3230.08 144 2470.60 2594.11 2723.82 2860.02 3003.02 3153.16 3310.83 145 2532.36 2658.97 2791.91 2931.52 3078.10 3231.99 3393.60 146 2595.67 2725.44 2861.71 3004.81 3155.05 3312.79 3478.44 147 2660.56 2793.58 2933.25 3079.93 3233.93 3395.61 3565.40 148 2727.08 2863.41 3006.59 3156.93 3314.77 3480.50 3654.54 149 2795.25 2935.00 3081.75 3235.85 3397.64 3567.51 3745.90 150 2865.14 3008.37 3158.79 3316.75 3482.58 3656.70 3839.55 151 2936.76 3083.58 3237.76 3399.66 3569.65 3748.12 3935.54 152 3010.18 3160.67 3318.71 3484.66 3658.89 3841.82 4033.93 153 3085.44 3239.69 3401.68 3571.77 3750.36 3937.87 4134.78 154 3162.57 3320.68 3486.72 3661.07 3844.12 4036.31 4238.15 155 3241.64 3403.70 3573.89 3752.59 3940.23 4137.22 4344.10 156 3322.68 3488.79 3663.23 3846.41 4038.73 4240.65 4452.70 157 3405.75 3576.01 3754.81 3942.57 4139.70 4346.67 4564.02 158 3490.89 3665.41 3848.68 4041.13 4243.19 4455.33 4678.12 159 3578.16 3757.05 3944.90 4142.16 4349.27 4566.72 4795.07 160 3667.62 3850.97 4043.52 4245.71 4458.00 4680.89 4914.95 161 3759.31 3947.25 4144.61 4351.86 4569.45 4797.91 5037.82 162 3853.29 4045.93 4248.23 4460.65 4683.69 4917.85 5163.77 163 3949.62 4147.08 4354.43 4572.17 4800.78 5040.80 5292.86 164 4048.36 4250.76 4463.29 4686.47 4920.80 5166.82 5425.18 165 4149.57 4357.02 4574.88 4803.64 5043.82 5295.99 5560.81 166 4253.31 4465.95 4689.25 4923.73 5169.92 5428.39 5699.83 167 4359.64 4577.60 4806.48 5046.82 5299.16 5564.10 5842.33 168 4468.63 4692.04 4926.64 5172.99 5431.64 5703.20 5988.39 169 4580.35 4809.34 5049.81 5302.32 5567.43 5845.78 6138.10 170 4694.86 4929.57 5176.05 5434.87 5706.62 5991.93 6291.55 171 4812.23 5052.81 5305.45 5570.75 5849.29 6141.73 6448.84 172 4932.54 5179.13 5438.09 5710.01 5995.52 6295.27 6610.06 173 5055.85 5308.61 5574.04 5852.77 6145.41 6452.65 6775.31 174 5182.25 5441.33 5713.39 5999.08 6299.04 6613.97 6944.70 175 5311.80 5577.36 5856.23 6149.06 6456.52 6779.32 7118.31 176 5444.60 5716.79 6002.63 6302.79 6617.93 6948.80 7296.27 177 5580.71 5859.71 6152.70 6460.36 6783.38 7122.52 7478.68 178 5720.23 6006.21 6306.52 6621.87 6952.96 7300.58 7665.64 179 5863.24 6156.36 6464.18 6787.41 7126.79 7483.10 7857.29 180 6009.82 6310.27 6625.78 6957.10 7304.96 7670.18 8053.72 181 6160.06 6468.03 6791.43 7131.03 7487.58 7861.93 8255.06 182 6314.06 6629.73 6961.21 7309.30 7674.77 8058.48 8461.44 183 6471.91 6795.47 7135.24 7492.03 7866.64 8259.94 8672.97 184 6633.71 6965.36 7313.62 7679.33 8063.31 8466.44 8889.80 185 6799.56 7139.49 7496.47 7871.32 8264.89 8678.10 9112.04 186 6969.54 7317.98 7683.88 8068.10 8471.51 8895.05 9339.84 187 7143.78 7500.93 7875.97 8269.80 8683.30 9117.43 9573.34 188 7322.38 7688.45 8072.87 8476.55 8900.38 9345.36 9812.67 189 7505.44 7880.66 8274.70 8688.46 9122.89 9579.00 10057.99 190 7693.07 8077.68 8481.56 8905.67 9350.96 9818.47 10309.44 191 7885.40 8279.62 8693.60 9128.32 9584.74 10063.93 10567.18 192 8082.53 8486.61 8910.94 9356.52 9824.36 10315.53 10831.35 193 8284.60 8698.78 9133.72 9590.44 10069.96 10573.42 11102.14 194 8491.71 8916.25 9362.06 9830.20 10321.71 10837.76 11379.69 195 8704.01 9139.15 9596.11 10075.95 10579.76 11108.70 11664.18 196 8921.61 9367.63 9836.01 10327.85 10844.25 11386.42 11955.79 197 9144.65 9601.82 10081.91 10586.05 11115.36 11671.08 12254.68 198 9373.26 9841.87 10333.96 10850.70 11393.24 11962.86 12561.05 199 9607.59 10087.91 10592.31 11121.97 11678.07 12261.93 12875.08 200 9847.78 10340.11 10857.12 11400.02 11970.02 12568.48 13196.95

EXHIBIT C

CITY OF SUSANVILLE BI-WEEKLY GLOBAL RANGE AND STEP MATRIX

PUBLIC WORKS MOU
BI-WEEKLY - 26 PAY PERIODS PER YEAR
JULY 1, 2026 THROUGH AND INCLUDING JUNE 30, 2027

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1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
RESOLUTION NO. 26-6538

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SUSANVILLE AUTHORIZING A 3.00% INCREASE TO THE PUBLIC WORKS BARGAINING UNIT SALARY MATRIX EFFECTIVE JULY 1, 2026, THROUGH AND
INCLUDING JUNE 30, 2027
WHEREAS, the City of Susanville and representatives from the Public Works Bargaining Unit have negotiated a labor agreement according to the requirements of the Meyers-MiliasBrown Act; and WHEREAS, the Public Works Bargaining Unit has ratified the respective agreement; and WHEREAS, the agreement has been negotiated within the parameters established by the City Council; and
WHEREAS, Section 7.B. of the Memorandum of Understanding (MOU) states for the period of July 1, 2026, through June 30, 2027, all members of this UNIT shall receive a salary increase not less than the percentage as represented in year ending November column of the preceding year CPI-W "West" schedule for urban and clerical workers, with the floor of 2% and a ceiling of 3%.; and
WHEREAS, the maximum salary matrix increase per fiscal year will be 3.00%; and WHEREAS, the CPI increase will be applied to the previous year’s adopted salary matrix, ensuring that each new matrix reflects the adjustment over the prior year. The revised salary matrix for each year will be memorialized by resolution of the City Council prior to June 30 for effective change occurring each July 1st of this agreement; and WHEREAS, the determined salary matrix increase for the fiscal year 2026/2027 is

3.00% and calculated as per instructed in the Public Works Bargaining Unit MOU.

NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Susanville hereby approves the 2026/2027 Fiscal Year Salary Matrix as attached to this Resolution for the Memorandum of Understanding with the Public Works Bargaining Unit.

APPROVED:_______________________
Mendy Schuster, Mayor
ATTEST:_______________________
Heidi Whitlock, City Clerk
The foregoing resolution was adopted at a regular meeting of the City Council of the City of Susanville, held on the 6th day of May 2026, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

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7 8
9 10
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13 14
15 16
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19 20
21 22
23 24
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27 28

_____________________________
Heidi Whitlock, City Clerk

APPROVED AS TO FORM:_____________________________
Margaret Long, City Attorney

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Agenda Item No. 7.A.

City Manager Direct
Review
City Council Agenda Item
Submitted By: Dan Newton, City Manager
Action Date: May 6, 2026
Subject: Consider Ordinance No. 26-1051, amending the City of Susanville zone map to zone the parcel Identified by APN 107-280-017 as General Commercial and Shopping Center (C-2) upon annexation to City of Susanville.

Presented By: Dan Newton, City Manager
Summary: Detailed Staff Report Attached
Fiscal Impact: None
Action Requested: Motion to waive first reading and introduce Ordinance No. 26-1051, amending the City of Susanville zone map to zone the parcel Identified by APN 107-280-017 as General Commercial and Shopping Center (C-2) upon annexation to City of Susanville.

Attachments:

1. Detailed City Council Staff Report May 6 PreZone

2. Attachment 1 - April 15 Staff Report + Attachments

3. Attachment 2 - Ord. No. 26-1051

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1 FILE NO. UP/RZ/GPA/AR/ANNX #2024-021

CITY OF SUSANVILLE CITY COUNCIL

STAFF REPORT
May 6, 2026
APPLICANT Love’s Travel Stops
OWNER Sierra Pacific Industries, Anderson, CA
REPRESENTATIVE Lane Engineers, Inc, Tulare, CA
REQUEST Zoning Map Amendment
ASSESSOR’S PARCEL NO 107-280-017
PARCEL SIZE 79.6 acres
LOCATION On State Hwy 36 west of Skyline Road intersection EXISTING ZONING Lassen County: Limited Industrial District (M-L) Susanville Pre-Zoning: Light Industrial Business Park
PROPOSED PRE-ZONING General Commercial/Shopping Center (C-2) (City of Suzanville)
SURROUNDING ZONING North: Open Space along the River and C-2 East, South, West: Lassen County Zoning
SURROUNDING LAND USE North: Susan River
East: SR 36 and vacant land on east side of the
highway
South: Former railroad tracks
West: light industrial

GENERAL PLAN

DESIGNATION
Industrial Park (Lassen County General Plan)
General Commercial Shopping Center (City of
Susanville)

ENVIRONMENTAL

DETERMINATION
An Environmental Impact Report (SCH No.
2025011078) was prepared for the project and
certified by the Planning Commission on April 15,
2026.

EXECUTIVE SUMMARY:

At its April 15, 2026 meeting, the Planning Commission passed Resolution No. 26-1200 to certify the Susanville Travel Stop EIR, approved Resolution No. 26-1202 conditionally

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2 approving Architectural and Site Plan Review, Use Permit, and Sign Permit for development of a travel stop, and approved Resolution No. 26-1201 recommending the City Council amend the General Plan Land Use Map for APN 107-280-017 (herein “Project Site”) from Light Industrial/Business Park to General Commercial Shopping Center. Approval of the land use entitlements for the Love’s Travel Stop is subject to prezoning of the site General Commercial/Shopping Center (C-2) and annexation of the Project Site into the City of Susanville.

At its April 15, 2026 meeting, the City Council approved Resolution No. 26-6533 authorizing application to the Lassen Local Agency Formation Commission (LAFCO) to annex the project site into the City of Susanville and approved Resolution No. 26-6534 amending the land use designation of the Project Site to General Commercial Shopping Center.

On May 6, 2026, the Planning Commission considered approval of a resolution recommending that the City Council adopt an ordinance pre-zoning the project site as General Commercial/Shopping Center (C-2).

PROJECT DESCRIPTION:

The project description for the proposed Love’s Travel Stop can be found in Attachment 1: Planning Commission Staff Report for File No. UP/RZ/GPA/AR/ANNX #2024-021 dated April 15, 2026.

ANALYSIS:

Per Susanville Municipal Code (SMC) section 17.012.060 and CA Government Code sections 65860(a) and 65859, amendment of the zoning map requires findings that:

1. The amendment would further the public necessity, convenience and general welfare. (SMC section 17.112.060)
The proposed pre-zoning addresses the public necessity, convenience and general welfare because it allows commercial development of the proposed travel stop that will meet the needs of residents, visitors, and commercial trucking operators consistent with adopted land use policy and provides appropriate regulations for development of the site in a manner that is compatible with its surroundings and the community character.

2. The amendment is consistent with the Susanville General Plan. (Gov. Code section 65860)
The City Council finds that the proposed Zoning Map Amendment is consistent with the Susanville General Plan. Through adoption of Resolution 26-6534, the City Council approved a General Plan Amendment redesignating the property to General Commercial/Shopping Center.

The proposed C-2 General Commercial/Shopping Center District is intended to

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3 implement this designation and provide development standards appropriate for commercial uses serving local and regional travelers. The proposed zoning district allows uses such as service stations, restaurants, retail sales, and similar commercial uses appropriate for properties located along major transportation corridors such as State Route 36.

Accordingly, the proposed zoning implements the adopted General Plan land use designation and is therefore consistent with Government Code § 65860.

3. The amendment implements Government Code section 65859 which enables a city to pre-zone unincorporated territory.

The rezoning constitutes pre-zoning in anticipation of annexation and establishes the zoning designation that will take effect upon annexation of the property into the City of Susanville. Pre-zoning is necessary to ensure that land annexed into the City is subject to zoning regulations consistent with the City’s General Plan and municipal development standards.

Analyses of the project’s consistency with City policy, compliance with City regulations are included in Attachment 1.

ENVIRONMENTAL REVIEW:

An EIR (SCH# 2025011078) was prepared for the project, including annexation of the

79.6 acre parcel. The EIR was certified by the Planning Commission on April 15, 2026.

STAFF RECOMMENDATION:

Staff recommends the City Council introduce Ordinance No. 26-1051 pre-zoning APN 107-280-017 General Commercial/Shopping Center District (C-2).

ATTACHMENTS:

Attachment 1: Planning Commission Staff Report for File No.

UP/RZ/GPA/AR/ANNX #2024-021 dated April 15, 2026
Attachment 2: Ordinance No. 26-1051 pre-zoning the project site General Commercial/Shopping Center (C-2)

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1 FILE NO. UP/RZ/GPA/AR/ANNX #2024-021

CITY OF SUSANVILLE PLANNING COMMISSION

STAFF REPORT
April 15, 2026
APPLICANT Love’s Travel Stops
OWNER Sierra Pacific Industries, Anderson, CA
REPRESENTATIVE Lane Engineers, Inc, Tulare, CA
REQUEST General Plan Map Amendment, Annexation, Zoning
Map Amendment, Architectural & Site Plan Review,
Use Permit, Sign Permit
ASSESSOR’S PARCEL NO 107-280-017
PARCEL SIZE 79.6 acres
LOCATION Northwest corner of State Hwy 36 and Skyline Road EXISTING ZONING Limited Industrial District (M-L) (Lassen County Zoning Map)
SURROUNDING ZONING North: Open Space along the River and C-2 East, South, West: Lassen County Zoning
SURROUNDING LAND USE North: Susan River and retail shopping center anchored by Safeway grocery store on north side of
the river
East: SR 36 and vacant land on east side of the
highway
South: Union Pacific Railroad right of way and vacant
land south of the railroad right of way
West: Vacant land

EXISTING GENERAL PLAN

DESIGNATION
Industrial Park (Lassen County General Plan)
Light Industrial/Business Park (City of Susanville
General Plan)

PROPOSED GENERAL

PLAN DESIGNATION
General Commercial Shopping Center (City of
Susanville)

ENVIRONMENTAL

DETERMINATION
Final Environmental Impact Report prepared (SCH
No. 2025011078)

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2 COMMENTS RECEIVED BY CITY DEPARTMENTS:

1. Building Department: No comments received.

2. Fire Department: Through existing service and mutual aid, the Department would be able to respond to the increase in demand. Conditions of approval have been added to implement Fire Department requirements.

3. Police Department: The proposed development would increase the area and demand for police services, including monitoring for potential traffic violations, disturbances, or safety concerns and additional resources would likely be needed.

4. Public Works Department: Conditions of approval have been added to ensure implementation of city road and public facility standards.

5. Susanville Sanitary District: The District issued a statement of intent to own and operate the sewer main line serving the Love’s Travel Stop and requested that the City submit a joint annexation application to LAFCO to include the Sanitary Sewer District.

6. Lassen Municipal Utility District: None received.

7. Caltrans District 2: A comment letter from Caltrans was received and is included/addressed in the FEIR.

EXECUTIVE SUMMARY:

Planning Commission is considering taking action on the following entitlements for the proposed Susanville Travel Stop: recommending a General Plan Land Use Amendment, Architectural & Site Plan Review (ASPR), a Use Permit, and a Sign Permit. As these are discretionary actions, they are subject to the California Environmental Quality Act (CEQA) and an Environmental Impact Report must be certified by the Planning Commission prior to project approvals. The following staff report includes a description of the project, analyses to determine consistency with City policy, compliance with City regulations, recommended conditions of approval, and findings to support the Commission’s decision making process. The analyses support the Commissions’ adoption of the following:
• Resolution Certifying the Susanville Travel Stop Project Environmental Impact Report (Attachment 2)
• Resolution recommending that the City Council adopt a resolution amending the General Plan Land Use Map (Attachment 3)
• Resolution conditionally approving Architectural & Site Plan Review, Use Permit, Sign Permit (Attachment 4)
PROJECT DESCRIPTION:

Overview

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3 A complete application prepared by Lane Engineers was received by the City of Susanville on October 10, 2024 to construct a full-service Love’s Travel Stop on approximately 14.15 acres of a vacant 79.6-acre parcel (APN 107-280-017) located immediately south of Susanville city limits and west of State Route (SR) 36.

The project entails annexation of the 79.6-acre parcel, amending the City of Susanville General Plan land use designation, authorizing annexation proceedings with the Lassen Local Agency Formation Commission (LAFCO), pre-zoning the parcel (to take effect upon annexation), and land use entitlements for development of the project (Architectural and Site Plan Review, Use Permit, and Sign Permit). Pre-zoning of the parcel will be initiated by ordinance at a subsequent public hearing. Figure 1- Project Vicinity identifies the parcel to be annexed, the portion of the parcel to be developed, and the City boundary in the vicinity of the project site. As entitlements are discretionary, the project is subject to the California Environmental Quality Act and an Environmental Impact Report was prepared in full compliance with the substantive and procedural requirements established therein.

As proposed, the Travel Stop would include a gas station with auto and truck fueling islands, convenience store, two fast food restaurants (Dunkin’ Donuts and Arby’s), truck rest area, an RV overnight parking area with dump station, and dog park. Additional features include above ground diesel storage tanks and below ground fuel storage tanks, trash enclosure, signage, on-site improvements, and landscaping. The Project also includes offsite improvements within the public right-of-way including an extension of Skyline Road for access, and extension of gas, water and sanitary sewer lines to the project site.

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4 Figure 1: Project Vicinity. Source: Susanville Travel Stope Project Draft EIR, 2025.

Land Use and Zoning
The project site is within the City’s Sphere of Influence (SOI), which is an area that has been identified for potential expansion of the City limits in the future. As such, the site has a City of Susanville General Plan land use designation of Light Industrial Business Park.

This is consistent with the Lassen County General Plan designation of Industrial Park.

Additionally, in the recently adopted City of Susanville Land Use Element (Figure LUD4), the site was pre-zoned as Manufacturing (M).

The applicant requests a General Plan Map Amendment to change the land use designation of the site to General Commercial Shopping Center. The General Commercial Shopping Center land use designation allows a wide range of facilities for the sale of goods and provision of personal services. When applied along thoroughfares,

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5 it is intended to accommodate a variety of commercial uses which include fast food and drive-through restaurants or food service, restaurants, service stations, and similar uses.

The applicant also requests a Zoning Map Amendment to change the site’s zoning district to C-2 General Commercial Shopping Center. Although the list of conditionally permitted uses within the C-2 zone does not expressly mention a truck and travel stop, section

17.36.030 of the City’s Municipal Code does include service stations, fast food restaurants (including drive-in and drive-through), recreation vehicle park, and shopping centers 80,000 square feet or larger in size (includes all buildings within the shopping center). Additionally, section 17.36.040 of the City’s Zoning Code allows other uses permitted in the C-2 district that are found to be similar in character and impact to those listed in Sections 17.36.020 and 17.36.030.

Site Plan/Development
The applicant proposes to develop 14.15 acres on a vacant 79.6-acre parcel into a travel center at the intersection of Skyline Road and SR-36 (Main St.). A new 7,943 square foot convenience store and two new fast-food restaurants (1,588 sf and 3,474 sf) with a drivethrough will be the center of the development.

The site would be accessible from a new extension of Skyline Road and would provide a truck stop with 70 truck vehicle parking spaces, a four-position truck fueling station, truck scale and four 12,000 gallon above ground diesel tanks, and trash enclosure accessible from the western driveway. The eastern driveway would provide access to a twelveposition passenger vehicle fueling station, ten overnight RV parking spaces, RV dump station, a 1,000-gallon above ground propane tank, dog park, bicycle parking, five RV parking spaces, three EV charging spaces, four ADA parking spaces, and 46 standard vehicle parking spaces. A 30,000-gallon underground gasoline storage tank and a 20,000-gallon split diesel/premium unleaded tank, and 20,000-gallon below ground diesel exhaust fluid storage tank will be located on the northern side of the development.

Landscaping and bioretention facilities are proposed around the edges of the proposed development. The Overall Site Plan is provided in Figure 2 and in Attachment 1.

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6 Source: Lane Engineering, Inc. 2024
Figure 2: Overall Site Plan
Architectural Design
The project proposes the construction of a new 13,005 square foot slab-on-grade structure that would be used for a convenience store (7,943-square feet) and two fast food restaurants (5,062 square feet) with a drive-thru on the south side of the building.

The building will also include men’s and women’s restrooms, showers, and a public laundry facility.

The proposed building would have an overall height of 23 feet with a maximum height of 25 feet on columns/projections. Building access will be provided through three sets of glass doors (one for each use) on the building frontage.

The exterior design includes a combination of textures, windows and exterior siding.

Exterior materials will be a combination of modular brick façade, sand-pebbled Exterior Insulation Finish System (EIFS), painted metal, fiber cement panels, fiber cement lap siding, and glass windowpanes. The design includes a red painted awning along the

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7 Arby’s section, and pink and orange sand-pebbled texture finish on the Dunkin Donuts frontage. Signage for all three businesses is proposed to be integrated along the front elevation of the building.

The project will also construct canopies over the fueling stations which will have a maximum height of approximately 21± feet. The canopies will be painted yellow, orange and red and incorporate Love’s logo and branding on all four sides.

A gated locking trash enclosure with trash compactor, recycling, and grease collection bins will be located inside the western driveway. No size or specifications for the trash enclosure were provided.

Circulation and Access
The site will be accessed from a newly constructed road that will extend Skyline Road approximately 1,200 feet along the project site’s southerly property line from the intersection of SR-36 to the project site’s western entrance. The new road will be a total of 54 feet wide with a center turn lane and one travel lane in each direction. SR-36 would be restriped to create a new right turn pocket from the northbound lane and a new left hand turn pocket from the southbound lane.

A 10-foot-wide sidewalk will be provided along the project’s Skyline Road frontage from the intersection with SR-36 to the west entrance. No pedestrian access is proposed along the SR-36 frontage. Pedestrian access to the development is provided by a network of internal sidewalks and crosswalks to provide safe movement between the project components. The project will dedicate 0.57 acres of land to City/Caltrans at the intersection of Skyline Road and SR-36.

The internal circulation network separates commercial trucking traffic from automobile and RV traffic by providing separate entrances and areas that are separated by a 33-footwide landscaped area.

Off- and On-site Improvements
In addition to the new access road, the project proposes connecting to the City’s water and gas services and the Susanville Sanitary Sewer District sewer system. New water and gas lines would be trenched under the Susan River and conveyed to the project site via a trench within the outer limits of the City’s right-of-way from Johnstonville Road via Skyline Road.

Wastewater services would be provided by the Susanville Sanitary District. The project includes a new 1,800-foot-long sewer line route that would connect from the site at a point approximately 600 ft north from the SR 36/Riverside Drive intersection and would be bored under the Caltrans right-of-way from the west side of SR 36 to the east side of SR

36. The sewer pipeline would be hung from the eastern (downstream) side of the SR 36 bridge over the Susan River, and tie into the existing sanitary sewer manhole at the SR 36/Riverside Drive intersection. Upon finalization of sewer construction, the District would take ownership and operate the sewer line.

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8 Electricity would be provided by the Lassen Municipal Utility District. Roof-top solar panels would be installed in accordance with the California Energy Code requirements and would produce an estimated 51,000 kWh/year. Existing overhead electrical lines are located along Skyline Road and adjacent to SR 36 and those that are within the construction footprint would be relocated prior to construction and the project would tie-in to these.

Stormwater would be treated in stormwater bioretention basins installed onsite. From the onsite bioretention facilities, stormwater would flow through a new underground drainage pipe that would discharge southeast to an existing 24” drainage culvert located under SR

36. Any onsite overflow would be captured by the drainage swale along the abandoned Union Pacific Railroad right-of-way before flowing into the existing culvert.

Solid waste collection would be provided by C&S Waste Solutions.

Landscaping, Lighting, and Site Furnishings
As shown in Figure 3, landscaping includes both planting areas and surface treatments (1.5-inch and 4- to 6-inch rock) over approximately 122,255 square feet of the project site.

Landscaped areas account for approximately 23 percent of the developed portion of the site, and the total pervious area is approximately 43 percent. A total of 89 trees are proposed, including 72 trees in 24-inch box containers and 17 trees in 15-gallon containers. In addition, three species of shrubs in 1-gallon containers and three species in 5-gallon containers are proposed.

A dog park area surfaced with hybrid Bermuda grass sod is proposed north of the overnight RV spaces. Other landscaped areas would be covered with 4- to 6-inch cobble rock and 1½-inch rock mulch. Bioretention areas would be covered with a three-inch layer of organic mulch, and parking areas would be paved with asphalt concrete.

On site lighting would consist of high-mast LED fixtures and LED canopy lighting. Lighting would be mounted on 43’ poles in truck areas and 33’ poles in auto areas. Lighting would be interspersed along the outside perimeter of parking areas, at the driveway entrances, and throughout the interior of the site. Specifications on exterior building/façade lighting was not provided.

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9 Source: Sierra Designs, Inc. 2025
Figure 3: Landscape Plan.

Open Space
The project is located on a 79.6-acre parcel and proposes development on 14.15 acres.

The remainder of the site will be undeveloped.

Signage
The project includes a request for a 50-foot-tall freestanding sign along SR 36 with a sign face area of 1,171 square feet The purpose of this request is to allow truck drivers to plan

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10 their maneuver and exit SR 36 to turn into the site. The 50-foot-tall sign is designed to include logos for Love’s and Arby’s, at the top, the gas prices in the middle of the sign, and “Dunkin’” and “Welcome of Susanville” signs at the bottom. Gas prices would be digital displays and the other signs would be internally illuminated cabinet signs.

The project also proposes a second freestanding sign along Skyline Road with a height of 25 feet and a sign face area of 406 square feet, and a third freestanding sign is proposed above the truck scale with a height of 21.5 feet and a sign face area of 230 square feet. In addition, signage is proposed on the building façade for each business on the primary frontage and for one business on each of the side elevations. Love’s signage is also integrated into the design of the fueling canopies on all four sides.

ANALYSIS:

Overview
The approval of the requested land use entitlements require that the project be consistent with the City’s General Plan and comply with the City’s Zoning Ordinance. Entitlement specific analysis is provided for ASPR, the Use Permit, and Sign Permit. A discussion of the environmental review process and the environmental impacts of the project are also discussed.

General Plan Consistency Analysis
The project proposes a General Plan Amendment (GPA), Attachment 3, as discussed herein. Per CA Government Code section 65358(a), if the City Council deems it to be in the public interest, it may amend the City’s General Plan. Amendments of mandatory general plan elements (which includes the Land Use Map of the Land Use Element) may not occur more than four times during any calendar year (CAGC 65358(b). The proposed amendment would be the City’s first General Plan amendment in 2026.

A site’s zoning district must be consistent with its General Plan land use designation which requires the City Council to adopt an ordinance pre-zoning the site. The applicant has requested pre-zoning and a condition of approval has been added to require the adoption of the pre-zoning ordinance and annexation of the site into the City limits prior to any entitlements taking effect.

Recommended Condition of Approval

5. Land use entitlements approved shall only take effect after the effective date of the City Council Ordinance pre-zoning the property General Commercial Shopping (C-2) and after the annexation of the project site into the City of is final and recorded.

A summary of the project’s consistency with the applicable goals and policies of the General Plan is provided below. A detailed analysis the project’s consistency with each applicable policy is provided in Attachment 5.

Land Use Element
The project site is currently located in unincorporated Lassen County and designated

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11 Industrial Park under the Susanville Vicinity Area Plan (County General Plan). As the site is within the City’s Sphere of Influence (SOI), it is also designated on the City of Susanville General Plan land use map as Light Manufacturing. The applicant requests annexation to the City of Susanville. The Annexation request is consistent with Land Use Policy LUD6.1 to annex contiguous land as well as policies LUD 6.3 to encourage annexation prior to development, and Policy 6.6 to extend utilities and municipal services upon annexation and in conformance with the City of Susanville General Plan.

The applicant is requesting a General Plan Amendment (GPA) to redesignate the property to General Commercial/Shopping Center. The General Commercial/Shopping Center designation is intended to accommodate a wide range of commercial uses serving both local and regional needs. When located along major transportation corridors, the designation contemplates uses such as service stations, restaurants (including drivethrough facilities), and related commercial services. The proposed Travel Stop includes fuel sales (automobile and truck), convenience retail, quick-service restaurant with drivethrough, and RV-related services and is consistent with the types of uses contemplated within this General Plan land use designation.

Additionally, Policy LUD-3.3 which requires distinctive and high-quality building design is addressed through the Architectural Site Plan Review and conditioned accordingly (see below).

General Plan Policy LUD-5.5 states that the City shall encourage agricultural land preservation within and outside the city boundaries. While the project site was used for agricultural purposes in the past, it is currently vacant and it is designated in both the County and City General Plans for industrial development and would therefore not conflict with this policy.

Additionally, Policy LUD-8.2 requires that the City ensure zoning designations and maps are consistent with the City’s Land Use Map. The applicant has requested a Zoning Map Amendment to zone the site as General Commercial/Shopping Center (C-2) which would be consistent with this policy.

Upon approval of the requested General Plan Amendment and with site specific conditions of approval, the Travel Stop would be consistent with the City’s General Plan Land Use designation and the goals and policies referenced in the sections below.

Community Character
The General Plan promotes appropriate siting of commercial development along major transportation corridors, high-quality architectural design, compatibility with surrounding land uses, and mitigation of operational impacts such as noise, lighting, and traffic.

Through adherence to the City’s Design Guidelines and the Architectural and Site Plan Review and Sign Permit process, the community character and commercial development policies of the General Plan are implemented.

The project’s location along SR 36, with access from a signalized intersection and

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12 separated circulation for trucks and passenger vehicles, supports corridor-oriented commercial development while minimizing conflicts.

Policy L of the Community Character Element requires the City to provide public access to and along the Susan River from the nearest public streets and walks. The purpose of this policy is to create a riverfront route for pedestrians and bicyclists along the river's edge for its full length within Susanville as is further clarified by Action 43 in the Open Space, Parks, Recreation, and Childcare element, which directs the City to obtain easements to accommodate the facilities and construct trails as shown in Figure 7-4 of the City of Susanville General Plan. To implement this policy and action, a condition of approval requires the property owner to provide a public access easement or irrevocable offer of dedication of land to the City of Susanville along the Susan River for the entire length which borders/is within the property.

Recommended Condition of Approval

6. Prior to issuance of grading or building permits, the applicant shall provide an official copy of the property title and parcel map for recordation showing an irrevocable offer of dedication to the City of Susanville of the portion of the property that borders the Susan River as follows: Approximately 3,000 feet in length starting at the existing Susanville City limit line at SR-36 and extending to the northwestern property line and 20 feet wide starting at the southern top-of-bank of the Susan River.

Policy ac and ab of the Community Character Element provide guidance on signage including reducing the number of overly large, bright signs and making signs more attractive and readable. Through the Sign Permit process and related conditions of approval as discussed in the Sign Permit section below, the project is consistent with the General Plan.

As conditioned, the project is consistent with General Plan policies related to community character and commercial development quality.

Circulation Element Consistency
The Circulation Element emphasizes roadway safety, Complete Streets principles, and efficient function of major corridors including SR 36.

Access via the existing signalized Skyline Road/SR 36 intersection, along with proposed turn lanes and circulation improvements, supports safety and operational efficiency.

With implementation of proposed roadway improvements and through the conditions established by the Public Works department, the project is consistent with Circulation Element policies promoting safety and corridor functionality.

Recommended Conditions of Approval

7. The project proponent must provide a grading plan and a drainage report demonstrating that the project will not have negative impacts to the state highway and its drainage features. The report must include an analysis of the proposed retention

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13 feature (s).

8. Include 8-phase signaling for the intersection of SR/36 and Skyline Road.

9. Provide a fair share contribution toward the construction of a bike lane along the property frontage on State Route 36.

Economic Development Goals.

The General Plan supports commercial development that strengthens the City’s economic base and provides services to residents and visitors. The project would provide commercial services to regional travelers and residents, generate tax revenue, and create employment opportunities. The project supports the General Plan’s economic development objectives by expanding commercial services and contributing to the local tax base and employment opportunities.

Community Health, Safety, and Conservation Policies.

The EIR evaluates environmental topics including air quality, noise, biological resources, and cultural resources. In general, implementation of mitigation measures identified in the Mitigation, Monitoring, and Reporting Program, and compliance with applicable regulations, the project would be consistent with General Plan policies related to environmental protection and public health and safety.

Policy g requires that the City consider the maintenance and improvement of air quality as part of development review for new construction and/or expansion of existing uses or structures. In order to limit the effects of the project on both air quality and potential noise, the following conditions of approval are recommended for consistency with General Plan policies.

Recommended Conditions of Approval

10.Signage shall be posted in the overnight truck parking area with “IDLING LIMITED TO 5 MIN.”

11.The site operator shall require Recreational Vehicles to plug into the site’s electrical services and the use of generators by Recreational Vehicles shall be prohibited and signage posted accordingly.

12.The Applicant shall require all project contractors to use properly maintained mufflers on construction vehicles to meet EPA standards established under the Federal Noise Control Act of 1972 for new equipment.

13.During construction, stationary construction equipment, such as compressors, shall be placed as far as possible from the residential areas to the south.

Additionally, Action program 50 directs the City to use development review and the zoning ordinance to require project features that enhance police and neighbor surveillance of property, and that deter criminal activity. To address potential safety issues, a condition of approval has been recommended.

Recommended Condition of Approval

14.Prior to issuance of a certificate of occupancy, security surveillance video cameras

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14 shall be installed and maintained in good working order to provide coverage on a 24- hour basis of all internal areas and building entrances. The security surveillance cameras shall be oriented in a manner that provides clear and certain identification of all individuals within those areas. Cameras shall remain active at all times and shall be capable of operating under any lighting condition. Security video must use standard industry format to support criminal investigations and shall be maintained for 60 days.

Zoning Code Compliance Analysis
The project proposes a zoning amendment from the pre-zoned Manufacturing (M) to General Commercial and Shopping Center (C-2), which requires adoption of a Zoning Map Amendment Ordinance. As noted above, a condition of approval has been added to clarify that entitlements will not take effect until the Zoning Ordinance Amendment to prezone the site takes effect, and the site has been annexed into the City of Susanville. The proposed zoning amendment will be presented to the Planning Commission and City Council for consideration at a future public hearing.

According to Susanville Municipal Code (SMC) Section 17.36.010, the purpose of the C2 district is “to provide for a wide range of facilities for the sale of goods and provision of personal services.” Properties located along major thoroughfares within the C-2 district may accommodate a variety of commercial uses including outdoor sales, fast-food and take-out food service, restaurants, personal care services, automobile repair (excluding heavy trucks), rental services, motels, automobile sales and service, offices, and similar commercial uses.

Uses permitted by right in the C-2 district include “any general retail commercial structure or shopping center under 80,000 square feet in size.” Uses allowed subject to approval of a Use Permit include “fast food restaurants, including drive-in and drive-through restaurants,” “drive-through establishments,” “recreational vehicle parks,” and “service stations.” The proposed travel stop combines elements of these uses, including fuel sales, fast-food restaurants with drive-through service, overnight RV parking, and related traveler services.

Although a travel stop is not specifically listed as a permitted use in the C-2 district, the City Manager determined that the proposed use is similar in character to uses permitted in the district (e.g. fast food and drive-through restaurants or food service, restaurants, service stations, and similar uses). This determination complies with the authority established under SMC Section 17.36.040 (Other Permitted Uses).

SMC Section 17.36.050 establishes development standards for projects within the C-2 district. The proposed project generally complies with the applicable quantitative standards for building height, setbacks, parking, and drive-through stacking as detailed in Attachment 6. However, to ensure compliance with the development standards in this section, conditions of approval have been added.

Recommended Conditions of Approval

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15 15.Prior to issuance of building permits, the applicant shall submit elevation drawings for the trash enclosure demonstrating compliance with SMC Section 17.36.050(J).

16.Prior to issuance of building permits, final site plans shall be submitted and include one loading space meeting the requirements of SMC Section 17.100.120 (minimum 12 feet by 30 feet).

Landscaping Standards Compliance
Zoning Code Section 17.96.040 (A) provides the landscaping requirements for parking areas with five or more spaces and 20 or more spaces which includes the following requirements:
• A minimum 10-foot landscaped strip along public street right-of-way lines • One tree per 30 feet of street frontage
• One shrub per 25 square feet of planting area (grass may be substituted for shrubs)
• Ten percent of the parking area must be landscaped.
• Landscaping must be located within or adjacent to the parking area. • One tree per eight parking spaces must be provided.
• A landscaped area at least 140 square feet in size is required for every 12 parking spaces.
• Automobile parking areas are proposed along both project frontages, and RV parking is proposed along the SR 36 frontage. These parking areas are approximately 385 feet wide and are set back approximately 300 feet from SR 36.

SMC Section 17.96.040(B) allows landscaping to consist of both plant and non-plant materials provided that at least 50 percent of the required landscaped area consists of living plant material, based on mature plant size.

Additionally, SMC Section 17.96.040(F) requires that all plant material within a 30 foot triangle at the intersection of streets, and a 15 foot triangle at the intersection of driveways and streets, shall be no more than two feet in height above the curb level, except for trees which are trimmed so that no branches extend lower than six feet above the curb. A condition has been added to require compliance with this standard.

SMC Section 17.96.040(G) allows for modification of the above standards to achieve an equal or greater excellence in arrangement, design or attractiveness than would be realized by the normal standards of this section if a use permit is obtained.

As proposed, the project includes three primary parking areas:

1. South Parking Area – approximately 16,900 sq. ft. with 24 automobile parking spaces

2. East Parking Area – approximately 100,000 sq. ft. with 32 automobile spaces and 15 RV spaces

3. Truck Parking Area – approximately 200,000 sq. ft. with 70 truck parking spaces A 20-foot-wide strip of cobble rock mulch surrounds most parking areas, except where parking areas are adjacent to buildings and pedestrian walkways and a 60-foot-wide strip

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16 of rock mulch is proposed along the SR 36 frontage; however, the plans do not show trees or shrubs along the SR 36 right-of-way line.

Parking areas along Skyline Road are set back at least 45 feet from the property line and are separated from the roadway by a 30-foot-wide landscaped strip containing trees spaced approximately 30 feet apart. No shrubs or grass are proposed within this frontage landscape area.

As designed, the project does not comply with the landscape standards. However,

17.96.040(G) allows for an alternative landscape plan with a use permit. As the strict application of the landscaping standards could create visual obstacles and impediments to circulation, landscaping conditions have been established that require trees and landscaping around the perimeter of the site.

Recommended Conditions of Approval

17. All plant material and signage within a 30 foot triangle at the intersection of streets, and a 15 foot triangle at the intersection of driveways and streets, shall be no more than two feet in height above the curb level, except for trees which are trimmed so that no branches extend lower than six feet above the curb.

18.To comply with the tree requirement along SR 36 frontage, the landscape plan shall be revised to include one tree for every 30 feet of street frontage planted within 110 feet of the right-of-way and along the northern boundary of the developed area and freestanding sign access road.

19.One shrub per 25 square feet of the required 10-foot planting area shall be provided along both the SR 36 and Skyline Road frontages and along the northern boundary of the developed area and freestanding sign access road. Grass may be substituted for shrubs at the applicant’s discretion.

20.Living plant material shall be added to landscaped areas surrounding the parking areas to demonstrate that at least 50 percent of the required landscape area will consist of living plant material at maturity.

21.The site operator and property owner are responsible for ensuring all landscaping is kept clean and free of trash and debris and kept in healthy condition and consistent with the landscaped design in the final approved plans.

Architectural and Site Plan Review
Pursuant to Susanville Municipal Code (SMC) Section 17.36.050(K), Architectural and Site Plan Review (ASPR) is required and subject to the City of Susanville Design Guidelines, adopted July 17, 2002, as may be amended. The Design Guidelines address the following project elements: site plan, architecture, off-street parking, landscaping, exterior lighting, signs, and art. A summary of the project’s consistency with the guidelines is provided below and a detailed listing of each applicable guideline and the project’s consistency with each guideline is provided in Attachment 7.

The proposed Love’s Travel Stop has been designed in a manner generally consistent with the City’s Design Guidelines pertaining to site planning, grading, drainage, and integration with natural features. The 13,005-square-foot convenience store building has

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17 a maximum height of approximately 23–25 feet and incorporates articulated façades and neutral base colors with limited accent colors consistent with the design guidelines. The project includes perimeter and internal landscaping, including bioretention areas serving both aesthetic and stormwater functions.

Conditions of approval are required to ensure the project is consistent with equipment screening requirements, lighting guidelines, landscaping, and signage. Signage is analyzed and conditions are discussed below under Sign Permit.

Recommended Conditions of Approval

22.Rooftop mechanical equipment shall be fully screened from public view.

23.Prior to issuance of a building permit, the applicant shall provide a final plan set showing all proposed lighting specifications. No lighting shall be installed above 24’ in height and shall have full cutoff fixtures and shielding of the light source in compliance with glare and spillover standards.

The architectural character of surrounding development along this section of SR 36 is predominantly commercial in nature, typically consisting of stucco exterior finishes and flat roofs with mansard-style accents and parking areas located between the building and adjacent streets. Therefore, as conditioned, the architectural and general appearance of the buildings, structures, and grounds are in keeping with the character of the neighborhood and the use will not be detrimental to the orderly and harmonious development of the City. Approval of the ASPR is included in the Architectural & Site Plan Review, Use Permit, & Sign Permit Resolution (Attachment 4).

Use Permit Review
Approval of a Use Permit requires the Planning Commission to make the following finding:

The establishment, maintenance, or operation of the use, building, or facilities will not be detrimental to, or contrary to, the health, safety, peace, morals, comfort, and general welfare of persons residing or working in the neighborhood of the proposed use, nor will it be detrimental or injurious to property or improvements in the neighborhood or to the general welfare of the City.

As discussed in this staff report, the proposed development, with site specific conditions of approval would be consistent with the City’s General Plan and Design Guidelines and comply with the development standards for the C-2 zoning district. Further, as discussed in the Environmental Impact Report, the project would have less than significant impacts on the environment. As such, the proposed travel stop, which includes overnight RV parking, truck parking, convenience store, two fast-food restaurants, and fuel sales, will not be detrimental to the health, safety, peace, comfort, or general welfare of persons residing or working in the vicinity due to its design, site layout, and location. Approval of the Use Permit is included in the draft Resolution approving Architectural & Site Plan Review, Use Permit, & Sign Permit (Attachment 4).

Sign Permit Review

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18 The applicant proposes 11 wall signs on the building and eight on the fuel dispenser canopies, three freestanding pole-mounted signs, and eight directional signs. Per SMC section 17.128.070, building signs shall not exceed a combined size of one-and-one-half square feet in area for each linear foot of building frontage. Two freestanding signs not to exceed 150 square feet each (75 square feet per side for a double-faced sign), 15 feet in height, and set back a minimum of 12 feet from the road right-of-way are allowed.

Directional signs (referred to as “incidental and traffic control signs” in the SMC) are exempt from a sign permit.

SMC section 17.18.130(F) allows exemptions from the sign standards for sign size and height, among other criteria, subject to Planning Commission approval of a use permit.

To approve a use permit for a sign the applicant is required “to demonstrate that practical difficulties or hardships would otherwise be caused and the exception applied for is the most suitable and effective in relation to the location or terrain of the site or from the standpoint of the intended viewer.” A total of 11 wall signs with an aggregate sign face area of 347.4 square feet are proposed. Six wall signs are proposed on the front (east) elevation, one is proposed on the left (south) elevation, and four are proposed on the right (north) elevation. Based on the building frontage, the maximum wall sign area allowed is 403 square feet. One 23.39- square foot sign is proposed on each side of both fuel dispenser canopies for a total of eight wall signs on the canopies. Preliminary plans for the location and sizes of the signs are detailed in Attachment 6. Except for the freestanding signs, all the proposed signs comply with the criteria of the SMC.

A 50-foot tall freestanding sign with a double-sided sign face area of 1,171 square feet (including both sides) is proposed along the SR 36 frontage. The sign would contain a total of 60 characters (letters and numerals) with one sign for each of the three businesses on the site, two fuel price signs, and a “Welcome to Susanville” sign. As proposed, the freestanding sign face area and sign height exceed the maximums allowed by over 780% and 330%, respectively. A second freestanding sign (identified in the plans as a “Street Sign”) is proposed along Skyline Road just west of the first driveway entrance. It is 25 feet tall and has a total sign face area of 406 square feet (including both sides). The sign has one sign for each business on the site and five fuel price signs. A third freestanding sign is proposed above the truck scale with a height of 21.5 feet and a sign face area of 230 square feet (including both sides). The truck scale is adjacent to the west side of the truck fuel dispenser canopy and would be shielded from Skyline Road by the canopy and is setback approximately 700 feet from SR 36.

Using the US Sign Council (USSC) guidance for signage size, the applicant’s analysis for the freestanding sign along SR 36 shows that sign area of 278 square feet per side is required. The applicant’s analysis accounts for 60 characters (all letters and numerals) and a travel speed of 50 miles per hour. Per the USSC guidance a Viewer Reaction Time of approximately 8 seconds is appropriate and for which 588 feet represents the approximate distance required for drivers to detect a sign, read the information, and safely maneuver toward the destination. Using the USSC’s formula to calculate text height

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19 legible at 588 feet, the copy on the sign should be about 16 inches high and to accommodate 60 characters, space between the characters, margins around the characters and sufficient background contrast to achieve the USSC sign design guideline of approximately 60 percent negative space (background), the total sign area would need to be approximately 278 square feet per side. At 585 square feet per side, the proposed sign is more than twice the size recommended by the USSC guidelines.

Based on the USSC legibility methodology, while increased visibility distance may improve awareness of the site, it does not appear that a 50-foot-tall 1,171 sf sign is necessary to comply with USSC Guidelines, and the following condition of approval has been added. A USSC legibility analysis of the appropriate size and height of the freestanding sign along Skyline Road was not provided.

Recommended Conditions of Approval

24.The applicant shall provide an analysis of the minimal sign height and size necessary for legibility of the freestanding sign along SR 36 and along Skyline Road using the methodology provided in the US Sign Council guidelines and reduce the height and size of the signs accordingly. Revised sign plans shall be subject to review and approval by City staff.

Approval of the Sign Permit is included in the draft Resolution approving Architectural & Site Plan Review, Use Permit, & Sign Permit (Attachment 4).

COMMUNITY CORRESPONDENCE:

On December 17, 2025, the City released a Notice of Availability for the Draft Environmental Impact Report. In addition to comments on the environmental impacts of the project which are addressed in the Final EIR, comments regarding the merit of the project were shared with the City during that process. Several comments were received supporting the project noting the benefits of a safe location for trucks to stop, new job opportunities, and benefits to the local economy.

Additionally, community members expressed concern about the potential for increased criminal activity and drug use on the site, impacts on other/similar local businesses, the scale and location of the project, impacts on the quality of life and character of the area and livestock behavior, and access to the rail trail.

A Notice of Public Hearing was published in the Intermountain News and mailed to property owners within 300 feet of the project site on April 3, 2026.

ENVIRONMENTAL REVIEW:

In accordance with the California Environmental Quality Act (CEQA) (Public Resources Code §21000 et seq.) and the State CEQA Guidelines (14 CCR §15000 et seq.), a Draft Environmental Impact Report (Draft EIR) was prepared for the proposed Love’s Travel Stop project. The Draft EIR evaluates the potential environmental impacts associated with

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20 annexation of the project site into the City, pre-zoning of the property, development of the travel stop facility, and long-term operation of the use.

Notice of Preparation (NOP) for the EIR along with an Initial Study were published on January 31, 2025. The Initial Study identified that the project could have potentially significant impacts on Air Quality, Biological Resources, Cultural Resources, Energy, Geology/Soils, Greenhouse Gas Emissions, Noise, Transportation, Tribal Cultural Resources, Utilities/Service Systems, and Mandatory Findings of Significance. The NOP initiated a 30-day public comment period that ran from February 3, 2025, through March 5, 2025. A total of five public comments were received along with letters from the Native American Heritage Commission, California Department of Fish and Wildlife, California Department of Transportation, and Lassen County.

Following publication of the NOP, a Draft Environmental Impact Report was prepared and published on December 17, 2025 and initiated a 45-day public and agency review period that ran through January 31, 2026. The Draft EIR analyzes project-level and cumulative impacts across all environmental issue areas identified in CEQA Guidelines Appendix G.

The document identifies feasible mitigation measures to reduce environmental effects and evaluates alternatives capable of reducing significant impacts. A Mitigation Monitoring and Reporting Program (MMRP) has been prepared in compliance with CEQA Guidelines Section 15097 to ensure implementation of adopted mitigation measures.

The DEIR concluded that all impacts from the project would be less than significant or would be reduced to a less-than-significant level with the implementation of mitigation measures. Specifically, the DEIR found that the project would have less than significant impacts to Aesthetics, Air Quality, Energy, Greenhouse Gas Emissions, Noise and Vibration, Transportation, and Utilities and Service Systems.

The DEIR found impacts to Biological Resources, Cultural Resources, Geology and Soils, and Tribal Cultural Resources would be potentially significant but through the implementation of established mitigation measures, impacts would be less than significant. Additionally, the DEIR concluded that the project would not result in a cumulatively considerable contribution to a significant cumulative impact.

The City received comments from 20 members of the public and from three State agencies: Caltrans, California Department of Fish and Wildlife, and California Department of Conservation Geologic Energy Management Division. Upon completing review of the public and agency comments, Ascent prepared a Final Environmental Impact Report which included a response to comments. As required, the FEIR, including responses to comments received from State Agencies, was made available at least ten-days prior to considering project approvals. Certification of the EIR is required prior to project approvals. The Draft and Final EIR can be found on the City’s website at https://ceqanet.lci.ca.gov/2025011078/3.

The EIR establishes ten mitigation measures (MM 3.3-2a, MM 3.3-2b, MM 3.3-2c, MM

3.3-3, MM 3.3-4, MM 3.4-1a, MM 3.4-1b, MM 3.6-1, MM 3.10-1a, and MM 3.10-1b) that

Page 88 of 272 ends

21 reduce the project’s impacts to biological resources, cultural resources, geologic (paleontological) resources, and tribal cultural resources and which are included in the Project’s Mitigation, Monitoring, and Reporting Program (MMRP) which is included as Exhibit B of Attachment 4.

Recommended Condition of Approval

25.The project applicant/operator and property owner shall implement all mitigation measures in the Mitigation, Monitoring, and Reporting Program certified as part of the environmental impact report certified by the City on April 15, 2026.

STAFF RECOMMENDATION:

Staff recommends the Planning Commission take the following actions:

1. Adopt a resolution certifying the Susanville Travel Stop Project EIR.

2. Adopt a resolution recommending that the City Council amend the General Plan Land Use Map changing the land use designation of the subject property from Light Industrial/Business Park to General Commercial Shopping Center.

3. Adopt a resolution approving the Architectural & Site Plan Review, Use Permit, Sign Permit, subject to conditions of approval.

ATTACHMENTS:

Attachment 1: Project plans
Attachment 2: Resolution Certifying the Susanville Travel Stop Project Environmental Impact Report
Attachment 3: Resolution Recommending that City Council Amend the General Plan Land Use Map
Attachment 4 Resolution approving Architectural & Site Plan Review, Use Permit, & Sign Permit
Exhibit A – Conditions of Approval
Exhibit B – Findings of Fact
Exhibit C – Mitigation, Monitoring, and Reporting Program Attachment 5: General Plan Consistency Analysis
Attachment 6: Zoning Code Compliance Analysis
Attachment 7: Architecture & Site Plan Review Analysis

Page 89 of 272 ends

STATE ROUTE 36 SS SS SS SS SS SS SS SS SS SS W W SS SS
W
W
W
W
W
W
W
W
W
W

W RV RV RV RV RV NOPARKING

EV CHARGING
ONLY

EV CHARGING
ONLY NO PARKING DRIVE THRU 1 2 3 4 5 6 7 8 9 10

EV CHARGING
ONLY

SS SS SS SS SS SS SS SS SS SS SS A

EV CHARGING
ONLY
SKYLINE ROAD CONVENIENCE STORE 7,943 S.F. FAST FOOD W/ DRIVE THRU 3,474 S.F. 30'
30'
20'
10'
27'
23' 1 2 3 4 8 7 7 7 13 11 RIGHT OF WAY EASEMENT PER BK. 468, PG. 560, O.R. UNION PACIFIC RAILROAD RIGHT OF WAY 53 AUTO PARKS 10 OVERNIGHT RV PARKS 5 RV PARKS 3 EV CHARGING SPOTS 70 TRUCK PARKS 10' 27' 30' 9 9 9 9 9 14 17 16 5 10 10 20 19 9 FAST FOOD 1,588 SF 5 5 12.5' (TYP.) 9 9 9 9 R30' 9 9 9 9 9 9 18 18 6 7 9 12 14 15 28' 60' 75' 10' 30' 20' 20' 40' 20'
30' 10' R30' R30' 20' 10' (TYP.) 12' 40' 198' 6' 15' 12' 20' 50' 77' 8.5' 85' 65' 30'
14 SPCS @ 12.5' = 175' 65'

12.5' (TYP.) 21.17' 141'

12.5' (TYP.) 9
20' 65' 85' 25 SPCS @ 12.5' = 312.5'
24 SPCS @ 12.5' = 387.5' 20' R30'
R30'
15' 85'
60'
R50'
R30' R60'
R50'
145' 96.16' 110.77'
R50'
60' 99 12' (TYP.) 13' (TYP.) 20' (TYP.) 258' 12' 90'
R30'
R30'
20' 9 9 R30' 40' TS TS TS TS REF REF REF REF REF REF REF REF REF GUY GUY REF REF REF TS REF REF REF REF TSREF GUYGUY GUY GUY GUY GUYGUY EXISTING POWER POLE TO POTENTIALLY BE RELOCATED EXIST. POLE, GUY WIRE AND OVERHEAD LINE TO BE REMOVED KEYNOTES: 687 13 AUTO FUELING ISLAND TRUCK FUELING ISLAND ABOVE GROUND DIESEL STORAGE TANKS BELOW GROUND STORAGE TANKS TRUCK SCALE TRASH ENCLOSURE POSSIBLE BIORETENTION LOCATION ON-SITE LIGHT 11 RV DUMP STATION HIGH-RISE SIGN (75' TALL, 1,050 SF) 1. SEE TOPOGRAPHIC SURVEY FOR EXISTING GRADES. 2. SEE PRELIMINARY GRADING PLAN FOR PROPOSED GRADES. 3. ALL RADII IN TRUCK PARKING AREA IS 10' U.O.N. 4. ALL RADII IN AUTO PARKING AREA IS 3' U.O.N. NOTES: 12345 1412 DIRECTIONAL SIGN 15 PROPANE TANK 16 ELECTRICAL TRANSFORMER PAD 17 FIRE WATER STORAGE TANK 18 FIRE BOOSTER PUMP 9 DOG PARK 19 BIKE RACK & BIKE PARKING 20 FAST FOOD DIRECTIONAL SIGN 10 FIRE HYDRANT LEGEND: PROPOSED A.C. PAVEMENT PROPOSED CONC. PAVEMENT PROPOSED STREET CENTERLINE PROPOSED STREET R/W PROPOSED CONC. SIDEWALK PROPERTY LINE PROPOSED LANDSCAPINGOIL/WATER CLARIFIER BIORETENTION BOTTOM 50 25 50 100 1 INCH = 50 FT. 0 GRAPHIC SCALE NORTH NO SCALE NORTH VICINITY MAP SUSANVILLE, CA SR 36 SKYLINE ROAD SR 139 PROJECT LOCATION JOHNSTONVILLE ROAD SUSAN RIVER SUSAN RIVER RIVERSIDE DR BUILDING BRANDED FAST FOOD WITHOUT DRIVE THRU PARKING ANALYSIS PARKING PROVIDED PARKING REQUIRED PARKING CRITERIA 1 SPACE PER EACH 200 S.F. 39.72 68.48 CONVENIENCE STORE PARKING NOTES: 1. TRUCK PARKING STALLS, RV PARKING STALLS AND, EV PARKING STALLS ARE INCLUDED IN PARKING ANALYSIS. 2. ALL AUTO PARKING STALLS ARE MINIMUM 9' WIDE X 18' LONG 3. ALL AUTO DRIVE AISLES ARE MINIMUM 26' WIDE 4. ALL STANDARD TRUCK PARKING STALLS ARE MINIMUM 12.5' WIDE X 65' LONG 5. ALL TRUCK DRIVE AISLES ARE MINIMUM 85' WIDE 7. ACCESSIBLE PARKING STALLS ARE INCLUDING IN THE TOTAL AUTO PARKING NUMBER BUILDING SIZE 7,943 SF 3,474 SF TOTAL AUTO PARKING 53 TOTAL PARKING 140 ACCESSIBLE PARKING 3 SPACES FOR 51-75 SPACES 3 PROPOSED ZONING STRUCTURE AREA LANDSCAPING AREA PROJECT AREA AREA COVERED BY BUILDINGS (%) COMMERCIAL SHOPPING DISTRICT (C-2) ±14.15 AC (616,418 S.F.) 13,005 S.F. 2.1% ±142,650 S.F. (±23.0%) BIORETENTION BOTTOM AREA ±112,373 S.F. (±18.0%) BUILDING & PROPOSED USE BUILDING DATA CBC BUILDING TYPE NUMBER OF BUILDINGS NUMBER OF STORIES GROUND FLOOR (S.F.) FIRE-SPRINKLERED GROSS FLOOR AREA FAST FOOD (W/O DRIVE THRU ) PROPOSED 1 COMBINED 1 1 1 7,943 S.F. 1,588 S.F. 1 II-B II-B HEIGHT (FEET) ±25' OCCUPANCY TYPE M A-2 7,943 S.F. TOTAL AREA 1,588 S.F. N/A TOTAL N/A N/A 7,943 S.F. ±25' N/A4 LOT AREA ±79.6 AC (3,468,861 S.F.) SITE DATA CONVENIENCE STORE 13,005 S.F. RV PARKING 5 TBD TBD OVERNIGHT RV PARKING STANDARD TRUCK PARKING 1070 EV PARKING/CHARGING 3 1 SPACE PER EACH 50 S.F. 3 N/A CURRENT ZONING, GENERAL PLAN LIGHT INDUSTRY BUSINESS PARK (LIBP) 3 WITH EVSE FOR 51-75 SPACES J:\Jobs\2019\19294\Dwg\SITE PLAN.dwg 8/13/2025 10:13 AM All reproduction & intellectual property rights reserved © 2025 Lane Project No: 19294 LANE ENGINEERS, INC. CIVIL STRUCTURAL SURVEYING 979 North Blackstone Street Tulare, California 93274 559.688.5263 www.laneengineers.com SHEET 1 OF 1 OVERALL SITE PLAN BRANDED FAST FOOD WITH DRIVE THRU 1,588 SF 1 SPACE PER EACH 50 S.F. 31.76 139.96 FAST FOOD (W/ DRIVE THRU ) 1 3,474 S.F. II-B A-2 3,474 S.F. 3,474 S.F. ±25' TBD 1,588 S.F. 13,005 S.F. 13,005 S.F. PERVIOUS AREA GRAVEL ACCESS ROAD TO HI-RISE SIGN ±12,636 S.F. (±2.00%) TOTAL PERVIOUS AREA ±267,659 S.F. (±43.0%)

Page 90 of 272 ends

1 / A202
2 / A201
2 / A202
1 / A201
C
1 2
AA
B
BDEJ
H
1 A311
_______
1 A311
_______
3 A311
_______
4 A311
_______
4 G003
_______
3 743
65 FF
2 A311
_______

MECHANICAL
124

FREEZER
133
COOLER
132

PREP KITCHEN
131 MERCH. COOLER
122

BREAKROOM
129

BACKSTOCK
123

IT CLOSET
134

ELECTRICAL
125
MEN'S
121

JANITOR
120

WOMEN'S
117

HALLWAY
119

HALLWAY
116A

HALLWAY
116
SHOWER
113
SHOWER
112
SHOWER
111
SHOWER
110

CUSTOMER

LAUNDRY
109

LAUNDRY
115

DRINK CENTER
103

CASHIER / FUEL
DESK
104 OBSERVATION
102

TRAINING
102A

SIDE ENTRY
141

STORAGE
128
SALES
105

FRONT ENTRY
140
2 A312
1 _______
A312
_______
1 A311
_______
5 A311
_______
1 A313
_______

HALLWAY
126

DIMENSIONS ARE

TO FACE OF STUD

OR CENTER OF

COLUMN/GRIDLINE,
UNO
3 A311
_______
2 A311
_______
1 A314
_______ 2
A314
_______ 2
A315
_______
1 A315
_______

LAUNDRY ACCESS
109A
8 9
11 10
11 E.8
E.9
G
G
3" 22'-10 1/4" 21'-8 1/2" 24'-10 1/4" 13'-1" 8'-9" 3"
22'-0 5/8" 10'-1 3/4" 14'-11 5/8" 8'-9" 26'-7" 9'-4 3/8" 3" 3" 7" 39'-9 5/8" 14'-9" 12'-8 3/8" 12'-4" 7'-6"
2'-3" 7"
10'-5"
5'-9 1/2" 3'-9" 17'-3" 3'-9" 30'-10" 3'-3" 18'-4 1/2" 8'-9" 50'-0" 24'-2" 91'-9"
101'-2"
22'-0 5/8" 3'-5" 21'-8 3/8" 9'-3" 26'-7" 9'-4 3/8"
19 19
17 16
17 18
18 15
15 3 1/8" 7" 31'-11 1/2" 1'-7 1/2" 11'-1" 29'-1" 7" 1'-2 7/8" 3" 3'-5" 1'-3" 18'-2" 21'-10" 29'-6"
3'-0"
1'-1"
6'-10"
1'-1"
3'-0" 5'-5" 8'-4" 3'-3" 8'-4" 8'-11" 18'-0" 3'-3"
1'-0"
4'-7 7/8" 4'-0" 4'-7 7/8" 12'-8 5/8" 8'-4" 6'-2" 2'-7"
75'-5"
3" 4'-8" 18'-2" 15'-8 5/8" 6'-1 3/8" 29'-6"
C.2
B.5
C.1
D.1
B.6 B.6

VESTIBULE
300
DINING
301

KITCHEN
306

SERVING
302

DRY GOODS

STORAGE
307

QUEUE AREA
303
OFFICE
305

FREEZER
309
COOLER
308

STORAGE
310
27'-2 1/4" 13'-9 1/4" 4'-4 1/2" 17'-7" 6'-7"

WALK-IN FREEZER
106

WALK-IN COOLER
105

STORAGE
108
PREP
107

SERVICE AREA
104

SALES AREA
101

SEATING AREA
102
4 G003
_______
45'-4" 24'-2"
2 / C201
1 / C201
4 / C201
3 / C201
SHEET:

DRAWN BY:

CHECKED BY:

DOCUMENT DATE:

ISSUE BLOCK STIPULATION FOR REUSE
JOB NUMBER:

THIS DRAW ING W AS PREPARED FOR USE ON A SPECIFIC SITE AT CONTEMPORANEOUSLY W ITH ITS ISSUE DATE ON , AND IT IS NOTSUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME.USE OF THIS DRAW ING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS.REPRODUCTION OF THIS DRAW ING FOR REUSE ON ANOTHER PROJECT IS NOT

AUTHORIZED AND MAY BE CONTRARY TO
THE LAW .

PROTO:

PROTO CYCLE:
8/23/2024 12:41:33 PMC:\Users\melyssa.prenger\Documents\2023 Revit Projects\Loves_Susanville, CA_ARC_T3_90_FOK_v23_HFA.Melyssa.Prenger.rvt A100

OVERALL FLOOR
PLAN

XX/XX/XX
LT03-24-30003

SUSANVILLE, CA
MAP
3060-A100-OVERALL FLOOR PLAN
STORE NUMBER: 0001234 W STREETSUSANVILLE, CA 00000

XX/XX/XX
T3-90_FOK
Q3 - 2024T3-90_FOK
1 1/8" = 1'-0"

OVERALL FLOOR PLAN

NOT FOR CONSTRUCTION
HFA-AE, L T D.
1705 S. Walton Blvd., Suite 3
Bentonville, Arkansas 72712
t 479.273.7780
www.hfa-ae.com

Page 91 of 272 ends

TOP OF STUDS
23'-0"

SLAB ELEVATION
0"

TOWER TOP OF STUDS
25'-1 1/2"
FC-1
MT-2
BR-1
BR-1 BR-1 FC-1 BR-1
BR-2 ACM-1
MT-1
FC-1
MT-2
ACM-1
BR-1
B.O. LETTERS
10'-0"
1 A315
1 _______
A311
5 _______
A311
_______
2 A312
1 _______
A312
2 _______
A311
_______

POSTER GRIPS, SUPPLIED BY OWNER,
INSTALLED BY GC, TYP OF (4). CENTER

BELOW LIGHT FIXTURES

SIGNAGE BY
OWNER

LIGHT FIXTURE,

TYP, REF

ELECTRICAL

ROOF OVERFLOW
DRAIN, REF 3/ A201
2'-6"
10'-6"
19'-0" 4'-0"
BR-1 BR-2
11 3/4"
4'-0"
14'-6"
3 A313
_______
B.O. LIGHT FIXTURES
12'-0"

SIGNAGE BY
OWNER
4'-0" 4'-0" 4'-0"
2'-8 1/2"
167'-1"
PT-77 FC-71
FC-75 PTE-70 MT-71 FC-74
PTX-5 EIFS-3 BR-4
MT-5 BR-4 MT-4 MT-5 EIFS-5
EIFS-5
PTX-5
BR-4 BR-4
PTX-5

1. MASONRY EXPANSION JOINTS IN BRICK

FINISHES SHALL BE AT ALL INTERIOR CORNERS
AND SPACED PER SPECIFICATIONS. REF DETAIL
ON G003

2. ALL EXTERIOR LIGHTING SHALL BE CENTERED

ABOVE EXTERIOR DOORS, UNO

GENERAL NOTES
LEGEND
PROVIDE 5/8" CDX FRT PLYWOOD

SHEATHING FOR ATTACHMENT

OF SIGNAGE/AWNINGS

BRICK FINISH, REF FINISH

SCHEDULE
2 1/2" EIFS SANDPEBBLED

TEXTURE

TOP OF STUDS
23'-0"

SLAB ELEVATION
0"
EIFS-1
BR-1
FC-1 MT-2
ACM-1
BR-1
BR-1
3 A313
4 _______
A311
_______ 2
A311
_______

LIGHT FIXTURE, REF

ELECTRICAL, TYP
6"H x 18" W PVC CUSTOM

PREFABRICATED

SCUPPER, TYP
REF 7/ A112
167'-1"
EQ 16'-0" 16'-0" 16'-0" 16'-0" EQ
MT-1
EIFS-1 FC-70
MT-70 MT-4 EIFS-3 PTX-5
BR-4 EIFS-3 BR-4
MT-5 EIFS-5

OVERFLOW
NOZZLE

SEAL BETWEEN

NOZZLE AND
FLANGE
BRICK

SEALANT
3 BOLTS - SIZE

AS REQUIRED

FOR SUBSTRATE
CONNECT TO 4"

DOWNSPOUT IN

WALL, REF

PLUMBING

OVERFLOW NOZZLE DRAIN TO BE LAMBS

TONGUE DOWNSPOUT NOZZLE WITH BRONZE
BODY AND INTEGRAL ANCHORING FLANGE.

SHEET:

DRAWN BY:

CHECKED BY:

DOCUMENT DATE:

ISSUE BLOCK STIPULATION FOR REUSE
JOB NUMBER:

AUTHORIZED AND MAY BE CONTRARY TO
THE LAW .

PROTO:

PROTO CYCLE:
8/23/2024 12:41:49 PMC:\Users\melyssa.prenger\Documents\2023 Revit Projects\Loves_Susanville, CA_ARC_T3_90_FOK_v23_HFA.Melyssa.Prenger.rvt A201

EXTERIOR

ELEVATIONS

XX/XX/XX
LT03-24-30003

SUSANVILLE, CA
MAP
3125-A201-EXTERIOR ELEVATIONS
STORE NUMBER: 0001234 W STREETSUSANVILLE, CA 00000

XX/XX/XX
T3-90_FOK
Q3 - 2024T3-90_FOK
1 1/8" = 1'-0"

FRONT ELEVATION
2 1/8" = 1'-0"

REAR ELEVATION
NOT
FOR

CONSTRUCTION
3 3" = 1'-0"

LAMBS TONGUE DETAIL

FINISH LEGEND - EXTERIOR

MARK DESCRIPTION MODEL COMMENTS
ACM-1 ALUMINUM COMPOSITE

MATERIAL
ALPOLIC, 4MM DM HLZ ALUMINUM, HLZ HAIRLINE ALUMINUM PROVIDED AND INSTALLED BY GC.

BR-1 FACE BRICK ENDICOTT MODULAR SIZE FACE BRICK - COLOR: MANGANESE IRONSPOT - TEXTURE: SMOOTH - 3 5/8"x2 1/4"x7 5/8" MORTAR TO MATCH, FAIRBORN MIAMICOLOR - CHARCOAL BLACK 25-A BR-2 ACCENT BRICK ENDICOTT MODULAR SIZE FACE BRICK - COLOR: LIGHT GREY BLEND - TEXTURE: VELOUR - 3 5/8"x2 1/4"x7 5/8" MORTAR TO MATCH, FAIRBORN MIAMICOLOR - SMOKEY GRAY 41-A BR-4 FACE BRICK "BELDEN BRICK" ALASKA WHITE, TEXTURE: VELOUR, GROUT: CEMEX GRAY TYPE N 1000 EIFS-1 EIFS "DRYVIT" OUTSULATION SYNTHETIC PLASTER WALL SYSTEM ON 1 1/2" "DRYVIT" INSULATION BOARD. COLOR: PAINT TO MATCH SW9170 ACIER; FINISH: LYMESTONE DPR EIFS-3 EIFS "DRYVIT" OUTSULATION SYNTHETIC PLASTER WALL SYSTEM ON 1 1/2" "DRYVIT" INSULATION BOARD. COLOR: ARBY081030; SANDPEBBLED TEXTURE EIFS-5 EIFS "DRYVIT" OUTSULATION SYNTHETIC PLASTER WALL SYSTEM ON 1 1/2" "DRYVIT" INSULATION BOARD. COLOR: ARBY131030; SANDPEBBLED TEXTURE FC-1 FIBER CEMENT PANELS NICHIHA, VINTAGEWOOD, SPRUCE, 18"X119 5/16" PLANKS, 18"X3 9/16" OUTSIDE CORNER FC-70 FIBER CEMENT LAP SIDING GRAY FINISH COLOR: "AGED PEWTER" SURFACE: PRE-FINISHED REVEAL PANEL DIMENSION: (5/16"X48"X96") WITH COLOR MATCHED TRIMS AND COLOR MATCHED SCREWS OR COLOR: "PRIMED FINISH" FIELD PAINT TO MATCH PTE-01
FC-71 FIBER CEMENT PANELS GRAY FINISH COLOR: "AGED PEWTER" SURFACE: PRE-FINISHED REVEAL PANEL DIMENSION: (5/16"X48"X96") WITH COLOR MATCHED TRIMS AND COLOR MATCHED SCREWS OR COLOR: "PRIMED FINISH" FIELD PAINT TO MATCH PTE-01
FC-74 FIBER CEMENT PANELS OFF WHITE FINISH LARGE FORMAT PANEL COLOR: "ARTIC WHITE" SURFACE: PRE-FINISHED REVEAL PANEL DIMENSION: (5/16"X48"X96") WITH COLOR MATCHED TRIMS AND COLOR MATCHED SCREWS OR COLOR: "PRIMED FINISH" FIELD PAINT TO MATCH PTE-04
FC-75 FIBER CEMENT SIDING FIBER CEMENT SIDING: "WOODTONE"; COLOR: "HONEY GLAZE" WOOD PATTERN. SURFACE: WOOD PATTERN PLANK DIMENSION: 8 1/4" X 12' X 5/16" THK WITH 6" SIDDING EXPOSURE; NAILS OT MATCH WOOD FINISH
FI-1 FUEL ISLAND SHERWIN WILLIAMS CO. INDUSTRIAL ENAMEL SERIES B 54 Z 2 COATS 2 TO 3 MILLS/COAT OR PPG INDUSTRIAL ENAMEL GLOSS BLACK 7-809. (2) COATS AT 2 TO 3 MILS DFT.

PER COAT
METAL CURB FACES: HI GLOSS BLACK;
METAL BUMPER FACES: HI GLOSS BLACK;
METAL COLUMN FACES: HI GLOSS BLACK;
METAL ACCESSIBLE SIGN POSTS: HI GLOSS BLACK;
MC-04 METAL CHANNEL SW 7063 "NEBULOUS WHITE"
MC-12 METAL CHANNEL DD PINK FINISH; COLOR MATCH PMS (PANTONE) 7635C MT-1 METAL COPING CAP 22 GA. PREFINISHED METAL COPING, COLOR: TO MATCH SHERWIN WILLIAMS SW 7076 CYBERSPACE: MATTE MT-2 METAL COPING CAP 22 GA. PREFINISHED METAL COPING, COLOR: TO MATCH SHERWIN WILLIAMS SW 7719 FRESCO CREAM: MATTE MT-4 METAL COPING "DURO-LAST" S4.70/ TE.87 - "REGAL WHITE" MT-5 METAL COPING "DURO-LAST" SR.26/ TE.87 - "DARK BRONZE" MT-70 METAL COPING CHARCOAL FINISH; SW 7069 "IRON ORE"
MT-71 METAL COPING OFF WHITE FINISH; SW 7063 "NEBULOUS WHITE" PT-11 PAINT RESILIENCE EXTERIOR ACRYLIC LATEX PAINT; COLOR: SW 7076 CYBERSPACE; EGGSHELL FINISH METAL DOORS AND FRAMES;LINTELS PT-12 PAINT RESILIENCE EXTERIOR ACRYLIC LATEX PAINT; COLOR: SW 6907 FORSYTHIA; EGGSHELL FINISH ENTRY SOFFIT PT-77 PAINT DD ORANGE; COLOR MATCH PMS 165C; MAP ULTRA LOW V.O.C.

PTE-01 EXTERIOR PAINT GRAY FINISH; SW 7019 "GAUNLET GRAY" PTE-04 EXTERIOR PAINT OFF WHITE FINISH; SW 7063 "NEBULOUS WHITE" PTE-70 PAINTED COATING SW 7069 "IRON ORE"
PTX-1 GUARD POST PAINT SHERWIN WILLIAMS CO. INDUSTRIAL ENAMEL SERIES B 54 Z SAFETY YELLOW. (NO LEAD) OR PPG INDUSTRIAL ENAMEL 7-808 SAFETY YELLOW STRAIGHT BOLLARD; “U” SHAPED BOLLARD;
PTX-3 METAL TRIM PAINT (GALV) PRIMER:

SHERWIN WILLIAMS. GALVITE B 50 W 3 PRIMER AT 2 MILS DFT PER COAT OR:

PPG SPEEDHIDE GALVANIZE STEEL PRIMER 6-209 AT 2 MILS DFT. PER COAT FINISH:

SHERWIN WILLIAMS. INDUSTRIAL ENAMEL B 54 Z SERIES. (LOW VOC COMPLIANT). APPLY 2 COATS 2 TO 3 MILS DRY PER COAT OR:

PPG INDUSTRIAL ENAMEL 7-282. APPLY (2) COATS AT 2 TO 3 MILS DFT. PER COAT (IF REQUIRED)
PTX-4 POWDER COAT TIGER DRYLAC - EXTERIOR/ INTERIOR GRADE POWDER COAT - MATCH PMS 109C, FINISH: HIGH GLOSS WINDOW FRAME ACCENT COLOR;

TIGER DRYLAC CUSTOMER SERVICE
P: 866-898-4437 E: [email protected]
TR-70 METAL JH SURROUND VERTICAL TRIM; FINISH: FACTORY CLEAR ANDONIZED 16 GA TRIM AVAILABLE 8'-0" LENGTHS. USED WITH JAMES HARDIE REVEAL PANELS TR-71 METAL JH SURROUND HORIZONTAL TRIM; FINISH: FACTORY CLEAR ANDONIZED 16 GA TRIM AVAILABLE 8'-0" LENGTHS. USED WITH JAMES HARDIE REVEAL PANELS HFA-AE, L T D.
1705 S. Walton Blvd., Suite 3
Bentonville, Arkansas 72712
t 479.273.7780
www.hfa-ae.com

Page 92 of 272 ends

1. MASONRY EXPANSION JOINTS IN BRICK

FINISHES SHALL BE AT ALL INTERIOR CORNERS
AND SPACED PER SPECIFICATIONS. REF DETAIL
ON G003

2. ALL EXTERIOR LIGHTING SHALL BE CENTERED

ABOVE EXTERIOR DOORS, UNO

GENERAL NOTES
LEGEND
PROVIDE 5/8" CDX FRT PLYWOOD

SHEATHING FOR ATTACHMENT

OF SIGNAGE/AWNINGS

BRICK FINISH, REF FINISH

SCHEDULE
2 1/2" EIFS SANDPEBBLED

TEXTURE

TOP OF STUDS
23'-0"

SLAB ELEVATION
0"

TOWER TOP OF STUDS
25'-1 1/2"
MT-2
FC-1
FC-1 MT-2
ACM-1
FC-1
BR-1
BR-1
FC-1
BR-1 ACM-1
BR-1
14'-9 3/4" 16'-0" 16'-0" 9'-3 3/8"
4'-0"
B.O. LETTERS
10'-0"

BUILDING SIGN

PROVIDED AND

INSTALLED BY
OW NER

POSTER GRIPS, SUPPLIED BY

OW NER, INSTALLED BY GC,
TYP OF (4). CENTER BELOW

LIGHT FIXTURES

SIGNAGE BY
OW NER

LIGHT FIXTURE,

TYP, REF

ELECTRICAL

ROOF OVERFLOW
DRAIN,REF 3/ A201
10 SIGNAGE BY OWNER
A311
_______
2 A311
_______
8 A313
_______
2 A313
_______
2 A315
_______
2 A314
1 _______
A314
_______
1 A311
_______
102'-3"
1'-0"
EQ
BR-1 BR-1 BR-1
EIFS-1 MT-1
EQ
MT-1
BR-1
10'-8"
6'-2 1/8" 4'-0" 4'-0" 4'-0" 6'-2 1/8"

TOP OF STUDS
23'-0"

SLAB ELEVATION
0"
EIFS-1
BR-1
MT-2 FC-1
ACM-1
BR-1
EQ EQ
102'-0"
PTX-5 EIFS-3 MT-4 EIFS-5 MT-5 EIFS-3 MT-4 BR-4 MT-4
BR-4 BR-4 PTX-5 EIFS-3 BR-4 BR-4
MT-1
SHEET:

DRAWN BY:

CHECKED BY:

DOCUMENT DATE:

ISSUE BLOCK STIPULATION FOR REUSE
JOB NUMBER:

AUTHORIZED AND MAY BE CONTRARY TO
THE LAW .

PROTO:

PROTO CYCLE:
8/23/2024 12:42:04 PMC:\Users\melyssa.prenger\Documents\2023 Revit Projects\Loves_Susanville, CA_ARC_T3_90_FOK_v23_HFA.Melyssa.Prenger.rvt A202

EXTERIOR

ELEVATIONS

XX/XX/XX
LT03-24-30003

SUSANVILLE, CA
MAP
3125-A202-EXTERIOR ELEVATIONS
STORE NUMBER: 0001234 W STREETSUSANVILLE, CA 00000

XX/XX/XX
T3-90_FOK
Q3 - 2024T3-90_FOK
NOT
FOR

CONSTRUCTION
HFA-AE, L T D.
1705 S. Walton Blvd., Suite 3
Bentonville, Arkansas 72712
t 479.273.7780
www.hfa-ae.com

FINISH LEGEND - EXTERIOR

MARK DESCRIPTION MODEL COMMENTS
ACM-1 ALUMINUM COMPOSITE

MATERIAL
ALPOLIC, 4MM DM HLZ ALUMINUM, HLZ HAIRLINE ALUMINUM PROVIDED AND INSTALLED BY GC.

SHERWIN WILLIAMS. GALVITE B 50 W 3 PRIMER AT 2 MILS DFT PER COAT OR:

PPG SPEEDHIDE GALVANIZE STEEL PRIMER 6-209 AT 2 MILS DFT. PER COAT FINISH:

SHERWIN WILLIAMS. INDUSTRIAL ENAMEL B 54 Z SERIES. (LOW VOC COMPLIANT). APPLY 2 COATS 2 TO 3 MILS DRY PER COAT OR:

RIGHT ELEVATION
2 1/8" = 1'-0"

LEFT ELEVATION

Page 93 of 272 ends

TOP OF STUDS
23'-0"

SLAB ELEVATION
0"

TOWER TOP OF STUDS
25'-1 1/2"
167'-1"

1. MASONRY EXPANSION JOINTS IN BRICK

FINISHES SHALL BE AT ALL INTERIOR CORNERS
AND SPACED PER SPECIFICATIONS. REF DETAIL
ON G003

2. ALL EXTERIOR LIGHTING SHALL BE CENTERED

ABOVE EXTERIOR DOORS, UNO

GENERAL NOTES
LEGEND
PROVIDE 5/8" CDX FRT PLYWOOD

SHEATHING FOR ATTACHMENT

OF SIGNAGE/AWNINGS

BRICK FINISH, REF FINISH

SCHEDULE
2 1/2" EIFS SANDPEBBLED

TEXTURE

TOP OF STUDS
23'-0"

SLAB ELEVATION
0"
167'-1"

TOP OF STUDS
23'-0"

SLAB ELEVATION
0"
102'-0"

TOP OF STUDS
23'-0"

SLAB ELEVATION
0"

TOWER TOP OF STUDS
25'-1 1/2"
102'-3"
SHEET:

DRAWN BY:

CHECKED BY:

DOCUMENT DATE:

ISSUE BLOCK STIPULATION FOR REUSE
JOB NUMBER:

AUTHORIZED AND MAY BE CONTRARY TO
THE LAW .

PROTO:

PROTO CYCLE:
8/23/2024 12:42:52 PMC:\Users\melyssa.prenger\Documents\2023 Revit Projects\Loves_Susanville, CA_ARC_T3_90_FOK_v23_HFA.Melyssa.Prenger.rvt C201
COLOR

EXTERIOR

ELEVATIONS

XX/XX/XX
LT03-24-30003

SUSANVILLE, CA
MAP
3125-C201-COLOR EXTERIOR ELEVATIONS
STORE NUMBER: 0001234 W STREETSUSANVILLE, CA 00000

XX/XX/XX
T3-90_FOK
Q3 - 2024T3-90_FOK
1 1/8" = 1'-0"

FRONT ELEVATION
2 1/8" = 1'-0"

REAR ELEVATION

NOT FOR CONSTRUCTION
HFA-AE, L T D.
1705 S. Walton Blvd., Suite 3
Bentonville, Arkansas 72712
t 479.273.7780
www.hfa-ae.com
4 1/8" = 1'-0"

RIGHT ELEVATION
3 1/8" = 1'-0"

LEFT ELEVATION

Page 94 of 272 ends

SUSANVILLE, CA - CAR CANOPY ELEVATIONS

Page 95 of 272 ends

SUSANVILLE, CA - TRUCK CANOPY ELEVATIONS

Page 96 of 272 ends

Ascent Project Description
City of Susanville
Susanville Travel Stop Project Draft EIR 2-15
Source: Sierra Designs, Inc. 2025
Figure 2-6 Landscape Plan
TRl:E5 BEHIND TRUCK4

TRAILERPARKING TO TO
BE SETBACK 20' FROM
FACE OF CURB TYP.

FIRE WATER STORAGETANK
- -----
-??---:-,. .... ~~1-.. :~ f?4,;,J:,fi~~JJJ?--;
ti-•.•.•.~•-:-.
(,,, •. • BIORETENTION
• . •.".
;,-
j
-----r - - - -
I~
-------1 _______ _
...... -............... ...
t~~-
~-l-
/
LEGEND
TREES
GINKO BILBOA 'MAGYAR' MAGYAR MAIDENHAIR TREE 24' BOX
CERCIS CANADENSIS EASTERN REDBUD 24' BOX
LOCUST ROBUSA PURPLE ROBE' PURPLE ROBE LOCUST 24'BOX
MALUS TRANSITORIA 'GOLDEN RAINDROPS' GOLDEN RAINDROPS CRABAPPLE 15 GAL PlSTACIA CHINENSIS CHINESE PISTACHE 24' BOX
PRUNUSVIRGINIANA 'CANADA RED' CANADA RED CHOKEBERRY 15 GAL TURF

HYBRID BERMUDA GRASS FROM SOD

SHRUBS AND GROUNDCOVERS
• CHAENOMELES S. 'TOY0-NISHIKI' TOYO-NISHIKI FLOWERING QUINCE 5 GAL

COTONEASTER HORIZONTALIS ROCK COTONEASTER I GAL
FORSYTHIA X 'SPRING FLING' SPRING FLING FORSYTHIA 5 GAL • POTENTILLA F. 'GOLD DROP' GOLD DROP CINQUEFOIL I GAL
YUCCA WHIPPLE CHAPARRAL YUCCA 5 GAL
• ZAUSCHNERIA 'ORANGE CARPET' ORANGE CARPET CA FUCHSIA I GAL OTHER
4-6" COBBLEROCK
I 1/2" ROCK MULCH
PROPOSED BIORETENTION AREA, W/ 3" OF ORGANIC MULCH PER CIVIL PLANS 0 @)
60 120
FEET
20240127.03 GRX 024

Page 97 of 272 ends

REF REF REF REF REFTELE
TS
TS
TS
REF
TSREF
E. RIVERSIDE DR.

TBM NO. 1
TBM NO. 2
TBM NO. 3

SUSAN RIVER OVERCROSSING

OLD SOUTHERN PACIFIC RAILROAD (RAILS AND TIES REMOVED)
SKYLINE RD.

SUSAN
STATE ROUTE 36
RIVER
200 0 100 200 400

GRAPHIC SCALE
1 INCH = 200 FT.

THE EXISTING UNDERGROUND UTILITY LINES SHOWN ARE BASED ON THE LOCATION OF VISIBLE SURFACE IMPROVEMENTS, CITY OR COUNTY RECORD DRAWINGS, AND UTILITY COMPANY RECORD DRAWINGS. IN

SOME CASES IT HAS NOT BEEN POSSIBLE TO OBTAIN PERTINENT INFORMATION FROM THESE COMPANIES. ALTHOUGH EVERY EFFORT HAS BEEN MADE TO ACCURATELY SHOW THE UNDERGROUND

UTILITY LINES, IT WILL BE NECESSARY TO CONFIRM THE LOCATIONS BY NOTIFYING UNDERGROUND SERVICE ALERT.

TELEPHONE U.S.A. AT 811 PRIOR TO DIGGING. THE DEPTHS OF ALL LINES MUST BE DETERMINED BY CAREFULLY PROBING OR POTHOLING UNDER UTILITY COMPANY SUPERVISION.

DRY UTILITY INFORMATION WAS REQUESTED FROM FRONTIER COMMUNICATIONS, LASSEN PLUMAS GAS SERVICE, INC., LASSEN MUNICIPAL UTILITY DISTRICT AND WINDJAMMER COMMUNICATIONS LLC ON MAY 8, 2020.

FRONTIER COMMUNICATIONS RECORD DRAWINGS WERE RECEIVED ON MAY 8, 2020.

LASSEN PLUMAS GAS SERVICE, INC. RECORD DRAWINGS WERE NOT RECEIVED AS OF JUNE 24, 2020.

LASSEN MUNICIPAL UTILITY DISTRICT RECORD DRAWINGS WERE NOT RECEIVED AS OF JUNE 24, 2020.

WINDJAMMER COMMUNICATIONS LLC RECORD DRAWINGS WERE NOT RECEIVED AS OF JUNE 24, 2020.

CITY UTILITY INFORMATION WAS REQUESTED FROM THE CITY OF SUSANVILLE ON MAY 8, 2020.

CITY RECORD DRAWINGS WERE NOT RECEIVED AS OF JUNE 24, 2020.

NORTH
No. 6859
Ronald D. Snow A L T E OF CA S E L I C E N D L A N S T D NR I F O U R S OR V E Y I A UNDERGROUND UTILITY NOTE:

A PORTION OF A PARCEL OF LAND DESIGNATED AS "MILL SITE" PER GRANT DEED RECORDED IN BOOK 657, PAGE 663 O.R.L.C.R.

SITUATED IN SECTION 4, TOWNSHIP 29 NORTH, RANGE 12 EAST,

MOUNT DIABLO BASE AND MERIDIAN, IN THE COUNTY OF LASSEN, STATE OF CALIFORNIA.

A.P.N. 107-280-017
NGS BM NO. LT0170: BRASS DISK STAMPED "D 258 1935 RESET 1955" SET IN CONCRETE FOUNDATION FOR SIGN (SIGN MISSING) AT THE NORTHEAST CORNER OF HALL ST. AND STATE ROUTE 36.

ELEV = 4198.3 (NAVD 1988).

TBM NO. 1: CHISELED PLUS IN TOP OF CURB 6'± NORTH OF THE

SOUTH RETURN AT THE SOUTHWEST CORNER OF THE
INTERSECTION OF STATE ROUTE 36 AND RIVERSIDE DR.

ELEV = 4154.81 (NAVD 1988)
TBM NO. 2: CHISELED PLUS IN THE SOUTHEAST CORNER OF A

CONCRETE PATH AT THE SOUTH END OF THE STEEL GUARDRAIL,

SOUTH OF THE BRIDGE OVER THE SUSAN RIVER ON THE EAST
SIDE OF STATE ROUTE 36.

ELEV = 4154.25 (NAVD 1988)
TBM NO. 3: CHISELED PLUS IN TOP OF CURB 9'± NORTH OF THE

SOUTH END CURB AND GUTTER AT THE SOUTHWEST CORNER OF
THE INTERSECTION OF STATE ROUTE 36 AND SKYLINE RD.

ELEV = 4155.07 (NAVD 1988)

1. ADD 4100.00 FEET TO ELEVATIONS SHOWN ON PLAN TO OBTAIN DATUM BASED ON NORTH AMERICAN VERTICAL DATUM 1988.

2. ADD 4096.60 FEET TO ELEVATIONS SHOWN ON PLAN TO OBTAIN DATUM BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929.

FIELD WORK FOR THIS TOPOGRAPHIC SURVEY WAS COMPLETED ON JUNE 5, 2020.

THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 1, NAD 83, EPOCH DATE 2010 AS

DETERMINED BY STATIC GPS OBSERVATIONS AND POST
PROCESSING FROM THE FOLLOWING BASE STATIONS: AF9564,
DK6408, DK6420, DN5642 AND DN7395.

LEGAL DESCRIPTION:

BENCHMARKS:

VERTICAL DATUM NOTE:

DATE OF SURVEY NOTE:

BASIS OF BEARINGS
OF
Project No:

Project
Prepared For
Sheet Title
Drawn by:

Reviewed by:

Description Release Date
No. Revision Date
Sheet Number 10/17/2024 10:10:48 AM J:\Jobs\2019\19294\Dwg\TOPO.dwg Original drawing is 24 x 36. Do not scale contents of this drawing.

All reproduction & intellectual property rights reserved © 2024 Professional Seal
LANE ENGINEERS, INC.

CIVIL STRUCTURAL SURVEYING
979 North Blackstone Street
Tulare, California 93274
559.688.5263
www.laneengineers.com

SUSANVILLE TRAVEL
STOP

SIERRA PACIFIC

INDUSTRIES

SW CORNER OF THE INTERSECTION OF
THE SUSAN RIVER AND STATE ROUTE 36.

SOUTH END OF SUSANVILLE, CALIFORNIA
RDS
BRM

TOPOGRAPIC SURVEY
C2.1 6
19294
SEE SHEET C2.2
SEE SHEET C2.4 SEE SHEET C2.3
SEE SHEET C2.5
SEE SHEET C2.6

AS DESIGNATED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP NUMBER 06035C1942D, FOR COMMUNITY NUMBER 060093, CITY OF SUSANVILLE AND MAP NUMBER 06035C1944D, FOR COMMUNITY NUMBER 060092, LASSEN COUNTY, CALIFORNIA, EFFECTIVE DATE SEPTEMBER 3, 2010, THE PROPERTY SHOWN ON THIS MAP LIES WITHIN FLOOD ZONES DESIGNATED AS ZONE X (SHADED AND UNSHADED) AND ZONE AE, IN THE AREA OF THE SUSAN RIVER.

SEE FLOOD HAZARD ZONE DESCRIPTIONS BELOW.

FLOOD HAZARD ZONE NOTE:

AREAS OUTSIDE OF 0.2% ANNUAL CHANCE FLOODING.

FLOOD HAZARD ZONE X (UNSHADED)
AREAS OF 0.2% ANNUAL CHANCE FLOODING, AREAS OF 1% ANNUAL CHANCE FLOODING WHERE AVERAGE DEPTHS ARE LESS THAN 1 FOOT, AREAS OF 1% ANNUAL CHANCE FLOODING WHERE THE CONTRIBUTING DRAINAGE AREA IS LESS THAN 1 SQUARE MILE, AND AREAS PROTECTED FROM THE 1% ANNUAL CHANCE FLOOD BY LEVEES.

FLOOD HAZARD ZONE X (SHADED)
AREAS SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD WITH BASE FLOOD ELEVATIONS DETERMINED.

FLOOD HAZARD ZONE AE

AREA SHOWN HATCHED LIES WITHIN THE FLOODWAY CHANNEL OF THE SUSAN RIVER

IN FLOOD HAZARD ZONE AE AND MUST BE KEPT FREE OF ENCROACHMENT SO THAT THE 1% ANNUAL CHANCE FLOOD CAN BE CARRIED WITHOUT SUBSTANTIAL INCREASE IN FLOOD HEIGHTS.

WET UTILITIES
LEGEND
SIGNS

DRY UTILITIES

GENERAL SYMBOLS

UTILITY LINETYPES

ORIGINAL GROUND ELEVATION (UNLESS NOTED OTHERWISE) C TOP OF CONCRETE

EP EDGE OF PAVEMENT

FL FLOW LINE

GR TOP OF GRATE

HP HINGE POINT P TOP OF PAVEMENT

SW SWALE

TC TOP OF CURB

TOE TOE OF SLOPE

REFLECTOR

HIGH PRESSURE GAS SIGN

NO PARKING SIGN

SPEED LIMIT SIGN

MONUMENT FOUND AS DESCRIBED

TEMPORARY BENCH MARK

STREET LIGHT

SIGNAL LIGHT

SIGNAL LIGHT, NO ARM
WATER

TELEPHONE

SANITARY SEWER

STORM DRAIN
GAS

FIBER OPTIC

ELECTRICAL

UTILITY POLE

TRAFFIC SIGNAL BOX

TELEPHONE BOX

GUY ANCHOR

GAS METER

ELECTRICAL BOX

WATER WELL

WATER VALVE

WATER METER

59.85 WMWV WELL
ELEC
GAS-M
GUY
TELE
TS
TBM
REF
HPG
NO
PRKG
SPEED

CR CROWN

DI DRAIN INLET

CMP CORRUGATED METAL PIPE

DETECTOR BOX DET
BFE 4150 BASE FLOOD CONTOUR AND ELEVATION (NAVD 1988 DATUM)

Page 98 of 272 ends

REF ELEC
REF
REF
REF
REF
REF
REF
REF

REF REF
REF
REF
TS REF
REF
REF
REF
TS REF
REF
TS
REF
GUY
GUY

ASPHALT
DIKE

TRANSFORMER
METER

PEDESTAL
36" STAND PIPE

TOP FLUSH WITH GROUND AND PLUGGED WITH

DEBRIS, POSSIBLY A BUBBLE UP OR DRAIN INLET
MISC. POST AND

BARBED WIRE FENCE
MISC. POST AND

BARBED WIRE FENCE
GUY
GUY
STATE ROUTE 36
5/8" REBAR TAGGED
"HS&A 6436", UP 2"

OVERHEAD UTILITY LINES
(TYPICAL AS SHOWN)
REF
TC 54.47
FL 54.01
C 54.07
C 54.72
C 54.59
HP 53.49
HP 54.25
P 53.99
EP 53.69
EP 53.86
HP 53.49
EP 53.75
HP 53.26
HP 53.18
EP 53.61
EP 53.65
HP 53.04
HP 53.42
EP 53.91
HP 53.64
EP 54.11
HP 53.87
EP 54.27
TOE 49.86
TOE 50.88
TOE 50.65
TOE 50.42
TOE 49.89
TOE 50.33
TOE 49.81
TOE 49.76
TOE 48.72
TOE 48.28
TOE 47.85

49.44 TOE 49.86
TOE 49.91

49.42 49.88
TOE 49.62
TOE 49.79

50.19 49.91
TOE 49.82
TOE 50.41

50.66 50.64

51.72 TOE 50.64

50.94 EP 54.19
HP 53.78
EP 53.91
HP 53.67
HP 53.62
EP 53.80
EP 53.53
EP 53.46
HP 53.05
EP 53.59
HP 53.26
EP 53.83
HP 53.55
EP 53.91
HP 53.63
CR 54.57
CR 54.27
CR 54.19
CR 54.08
CR 54.14
CR 54.36
CR 54.60
CR 54.77

51.74 51.91

50.22 51.07

50.610

51.26 51.27

50.35 50.57

50.21 50.40

50.01 49.64

49.83 51.53 50.78

51.17 51.03

50.88 50.40

50.32 50.79

50.73 51.26

50.76 51.51

51.16 51.07 50.54

50.56 51.02 50.48

51.69 50.77
C 54.34
INV 24" CMP 47.83
HP 51.47

47.58 NORTH
No. 6859
Ronald D. Snow
A
L

T E OF CA
S E
L I C
E N

D L A N
S T
D
NR
I F O
U R
S
OR
V E
Y
I A
OF
Project No:

Project
Prepared For
Sheet Title
Drawn by:

Reviewed by:

Description Release Date
No. Revision Date
Sheet Number 10/17/2024 10:10:56 AM J:\Jobs\2019\19294\Dwg\TOPO.dwg Original drawing is 24 x 36. Do not scale contents of this drawing.

All reproduction & intellectual property rights reserved © 2024 Professional Seal
LANE ENGINEERS, INC.

CIVIL STRUCTURAL SURVEYING
979 North Blackstone Street
Tulare, California 93274
559.688.5263
www.laneengineers.com

SUSANVILLE TRAVEL
STOP

SIERRA PACIFIC

INDUSTRIES

SW CORNER OF THE INTERSECTION OF
THE SUSAN RIVER AND STATE ROUTE 36.

SOUTH END OF SUSANVILLE, CALIFORNIA
RDS
BRM

TOPOGRAPHIC SURVEY
C2.2
6 19294
30 0 15 30 60

GRAPHIC SCALE
1 INCH = 30 FT.

MATCHLINE SEE SHEET C2.3
MATCHLINE SEE SHEET C2.5
MATCHLINE SEE SHEET C2.4
MATCHLINE SEE SHEET C2.6

Page 99 of 272 ends

TS
TS REF
REF

REF TELE
ATT
ELEC
PGE

TS REF REF
REF
TS
TS
TS
TS
TS
TELE
ELEC
DET
REF
TS REF

REF REF
TS REF
REFREF
REF
TS REF
REF
DET

DET GUY
REF

REF REF
REF
REF
REF
REF
REF
REF
REF
REF
TELE
TS
TS
TS
GUY
GUY
GUY
GUY
GUY
GUY
TS
REF
DET
GUY
GUY

ASPHALT
DIKE

ASPHALT
DIKE
INV 24" CMP 45.21
INV 24" CMP 44.12

TRANSFORMER
METER

PEDESTAL

CONTROL
PANEL

CONTROL PANEL
INV 24" CMP 46.11

CROSSWALK
BUTTON
MISC. POST AND

BARBED WIRE FENCE
MISC. POST AND

BARBED WIRE FENCE

BOX CULVERT WITH HEADWALLS

CONSTRUCTED OF RAILROAD TIES
INV 24" CMP 46.42
TBM NO. 3
STATE ROUTE 36
SKYLINE RD.
5/8" REBAR TAGGED "LS 4530", UP 2"
5/8" REBAR TAGGED
"HS&A 6436", UP 2"
5/8" REBAR TAGGED
"HS&A 6436", UP 2"

OVERHEAD UTILITY LINES
(TYPICAL AS SHOWN)

REF ELEC
ELEC
REF
REF
TS
SIGN
FL 52.95
TC 53.43
C 53.01
FL 53.64
TC 54.10
FL 53.74
TC 54.21
FL 54.19
TC 54.68
C 54.26
C 54.80
C 54.20
C 53.67
FL 52.79
TC 53.36
C 52.94
FL 53.05
C 53.13
C 53.47
FL 53.44
TC 53.86
C 53.71
FL 53.62
TC 54.08
TC 54.47
FL 54.01
C 54.07
C 54.72
C 54.59
C 54.27
C 54.12
C 53.60
P 54.27
EP 54.14
EP 54.45
EP 54.54
EP 54.53
EP 54.73
EP 54.99
EP 55.11
EP 55.20
EP 55.39
EP 55.04
HP 53.50
HP 54.32
HP 54.09
HP 54.22
HP 54.16
HP 54.44
HP 54.52
HP 54.78
HP 54.72
HP 53.55
TOE 47.79
TOE 48.03

46.27 47.20
TOE 48.42
TOE 47.70
TOE 48.68
TOE 47.84
TOE 47.73
TOE 47.82
TOE 48.48
HP 54.96
HP 54.78
HP 55.09
EP 55.55
EP 55.55
HP 55.11
HP 54.67
HP 54.53
HP 54.79
HP 54.44
EP 55.46
EP 55.36
HP 54.84
HP 54.49
EP 54.81
P 55.02
EP 54.74
EP 54.45
HP 55.01
CR 55.10
CR 55.15 P 55.09
CR 55.35
P 55.19
CR 55.62
P 55.62
P 55.71
P 55.52
P 55.61
CR 55.62
CR 55.90
P 55.82
P 55.75
CR 55.90
CR 55.71
TOE 48.07
TOE 44.75
TOE 46.71
TOE 50.78
TOE 48.86
HP 54.53
HP 53.41
HP 54.83
HP 54.73
HP 54.96
HP 54.65
HP 52.96
HP 53.49
HP 54.25
P 53.99
EP 53.69
TOE 48.72
TOE 48.28
TOE 47.85
C 55.29
TC 55.12
FL 54.68 C 54.70
C 54.37
FL 54.35
TC 54.79
C 54.94
HP 54.76
FL 54.34
TC 54.81
TC 54.81
FL 54.34
FL 54.34
TC 54.75
C 54.33
C 54.89
HP 54.29
TOE 47.94
TOE 47.91
TOE 48.52
TOE 46.28
TOE 49.30
TOE 48.06
TOE 48.56
TOE 49.85
TOE 48.22

47.25 HP 48.28

48.11 48.26
HP 48.12
HP 47.88
SW 45.88
HP 48.60
SW 45.12
HP 48.95
HP 48.37
SW 46.12
HP 54.26
HP 54.09
HP 53.96
HP 53.90
HP 55.08
HP 55.28
HP 54.74
HP 54.55
HP 50.91
HP 48.85
HP 48.87
HP 51.66
HP 54.15
HP 56.01
HP 54.82
HP 54.50
HP 54.96

48.82 49.26
HP 54.93
HP 55.11
HP 55.28
HP 55.51
HP 55.64
HP 55.68
HP 55.93
HP 55.91
HP 56.76
HP 56.24

51.69 HP 51.64
TOE 49.30 TOE 49.17
HP 51.58
TOE 51.50
TOE 51.12
TOE 51.32
TOE 48.92 TOE 49.08
HP 51.21

50.98 49.85
HP 50.51
TOE 49.01
TOE 48.72
HP 50.72
TOE 50.56 TOE 49.67
HP 49.54
TOE 47.74 TOE 47.51
HP 49.15

49.27 49.32
HP 49.24
TOE 46.88
TOE 46.67
TOE 46.48
TOE 46.95
HP 49.29
HP 48.64
HP 48.98 HP 48.97
TOE 49.46
TOE 48.51

48.65 49.11

48.59 47.79
TOE 49.62
TOE 48.01
TOE 47.89
TOE 47.93
HP 50.69
HP 54.58
HP 54.70
HP 54.02
HP 54.32
HP 50.93
TOE 50.30

48.05 TOE 48.72
TOE 47.94
TOE 47.88
TOE 46.64
TOE 46.75
HP 49.53
HP 50.44
HP 49.97
TOE 46.92
TOE 47.47
HP 47.75
TOE 46.43
TOE 48.61
TOE 48.36

48.62 49.18
TOE 49.08
TOE 49.22

49.33 49.44
TOE 49.86
EP 53.91
P 54.11
EP 53.92
HP 53.63
CR 54.95
CR 54.66
CR 54.57
TOE 51.03
HP 50.22
TOE 49.65
TOE 49.51
HP 50.64

50.79 49.39
HP 49.88
TOE 49.42
TOE 49.52
HP 50.94
TOE 51.00
TOE 50.35
HP 50.22
TOE 49.17 TOE 49.19
HP 50.03

49.48 49.40
HP 49.69
TOE 48.67
TOE 48.80
HP 49.90
TOE 50.11
TOE 49.34
HP 49.30
TOE 47.45 TOE 47.51
HP 49.10

49.33 48.50
HP 48.51
TOE 46.82
TOE 46.73 TOE 47.08
HP 48.34
HP 48.65 HP 48.67
TOE 48.92
TOE 49.61
TOE 49.19
TOE 47.55
TOE 46.61
HP 47.92
HP 48.36
HP 48.10
TOE 46.83

47.64 TOE 48.10

49.53 49.23

49.17 49.19

50.37 49.81

50.95 52.29

49.58 51.02 50.48

51.69 INV 24" CMP 47.83
INV 24" CMP 47.52
P 53.00
P 52.31
EP 51.94
HP 51.61
CR 53.90
CR 53.44
CR 52.25
EP 51.55
HP 50.98
CR 52.17
TOE 47.62

47.10 P 52.75
P 52.39
EP 53.49
EP 52.01
EP 51.65
EP 51.84
EP 52.28
HP 52.52
HP 51.51
HP 51.47
EP 51.42
EP 51.53
EP 51.78
P 52.24
EP 51.60
EP 51.33
EP 51.16
HP 50.92
HP 52.04
EP 52.23
EP 52.33
EP 52.56
TOE 47.31

47.58 NORTH
No. 6859
Ronald D. Snow
A
L

T E OF CA
S E
L I C
E N

D L A N
S T
D
NR
I F O
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Project No:

Project
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Sheet Title
Drawn by:

Reviewed by:

Description Release Date
No. Revision Date
Sheet Number 10/17/2024 10:11:04 AM J:\Jobs\2019\19294\Dwg\TOPO.dwg Original drawing is 24 x 36. Do not scale contents of this drawing.

All reproduction & intellectual property rights reserved © 2024 Professional Seal
LANE ENGINEERS, INC.

CIVIL STRUCTURAL SURVEYING
979 North Blackstone Street
Tulare, California 93274
559.688.5263
www.laneengineers.com

SUSANVILLE TRAVEL
STOP

SIERRA PACIFIC

INDUSTRIES

SW CORNER OF THE INTERSECTION OF
THE SUSAN RIVER AND STATE ROUTE 36.

SOUTH END OF SUSANVILLE, CALIFORNIA
RDS
BRM

TOPOGRAPHIC SURVEY
C2.3
6 19294
30 0 15 30 60

GRAPHIC SCALE
1 INCH = 30 FT.

MATCHLINE SEE SHEET C2.2 MATCHLINE SEE SHEET C2.4 MATCHLINE SEE SHEET C2.5

Page 100 of 272 ends

GUY
MISC. POST AND

BARBED WIRE FENCE
MISC. POST AND

BARBED WIRE FENCE

OLD SOUTHERN PACIFIC RAILROAD (RAILS AND TIES REMOVED)

OVERHEAD UTILITY LINES
(TYPICAL AS SHOWN)
HP 56.76
HP 56.24
HP 56.75
HP 56.72
HP 56.82
HP 57.46
HP 57.89
HP 58.06
TOE 53.01
HP 52.57
TOE 49.90
TOE 50.04
HP 53.24
TOE 50.29
HP 52.30
TOE 49.63
HP 51.98
TOE 51.94
TOE 51.64
HP 51.61
TOE 49.35
TOE 49.19
HP 52.16

52.33 TOE 49.30
TOE 49.17
HP 51.58
TOE 51.50
HP 58.78
HP 58.35
HP 56.71
HP 58.55
HP 58.72
HP 58.97
HP 58.52
HP 58.89

59.36 HP 59.10
HP 59.51

59.51 HP 59.39
HP 59.94

60.40 HP 60.16
TOE 57.19
HP 56.41
TOE 52.65 TOE 53.76
HP 56.45

56.88 56.32
HP 56.19
TOE 53.50 TOE 52.07
HP 56.15
TOE 56.47
TOE 55.88
HP 55.87
TOE 52.27 TOE 52.33
HP 56.08

55.73 55.05
HP 55.18
TOE 51.79
TOE 52.02
HP 55.10
TOE 55.56
TOE 54.59
HP 54.03
TOE 50.96
TOE 51.48
HP 53.03
TOE 52.84
TOE 52.03
HP 52.04
TOE 50.05
TOE 50.52
HP 53.37

53.75 52.86
HP 52.52
TOE 49.80

51.86 HP 51.52
TOE 49.82
TOE 49.62
HP 51.67
TOE 51.02
TOE 51.03
HP 50.22
TOE 49.65
TOE 49.51
HP 50.64

50.79 TOE 54.14
HP 53.66
TOE 50.35
TOE 50.19
HP 53.35
HP 53.80
TOE 51.04
TOE 50.84
HP 54.13
TOE 54.86
TOE 55.90
HP 55.05
TOE 51.06
TOE 52.18
HP 54.60 HP 55.57
TOE 51.91 TOE 53.69
HP 56.09
TOE 56.49
TOE 56.20
HP 56.04
TOE 53.27
TOE 53.62
HP 56.43 HP 55.51 TOE 53.41
TOE 53.61
HP 56.47
TOE 56.40

54.99 54.48

54.39 54.84

52.29 52.31

52.75 53.43

53.13 53.87

52.99 51.77

53.35 51.69

50.77 TOE 57.30
HP 57.29

56.87 HP 56.42
TOE 53.06
TOE 52.95
HP 56.72
TOE 56.88

55.41 HP 60.23
TOE 60.05 HP 60.60
HP 60.08
TOE 56.67
HP 57.17
TOE 54.51
TOE 53.52 HP 55.96

55.90 HP 55.82 TOE 54.69
TOE 54.51 HP 57.18
TOE 57.37
NORTH
No. 6859
Ronald D. Snow
A
L

T E OF CA
S E
L I C
E N

D L A N
S T
D
NR
I F O
U R
S
OR
V E
Y
I A
OF
Project No:

Project
Prepared For
Sheet Title
Drawn by:

Reviewed by:

Description Release Date
No. Revision Date
Sheet Number 10/17/2024 10:11:13 AM J:\Jobs\2019\19294\Dwg\TOPO.dwg Original drawing is 24 x 36. Do not scale contents of this drawing.

All reproduction & intellectual property rights reserved © 2024 Professional Seal
LANE ENGINEERS, INC.

CIVIL STRUCTURAL SURVEYING
979 North Blackstone Street
Tulare, California 93274
559.688.5263
www.laneengineers.com

SUSANVILLE TRAVEL
STOP

SIERRA PACIFIC

INDUSTRIES

SW CORNER OF THE INTERSECTION OF
THE SUSAN RIVER AND STATE ROUTE 36.

SOUTH END OF SUSANVILLE, CALLIFORNIA
RDS
BRM

TOPOGRAPHIC SURVEY
C2.4
6 19294
30 0 15 30 60

GRAPHIC SCALE
1 INCH = 30 FT.

MATCHLINE SEE SHEET C2.5 MATCHLINE SEE SHEET C2.3 MATCHLINE SEE SHEET C2.2

Page 101 of 272 ends

GUY
MISC. POST AND

BARBED WIRE FENCE
MISC. POST AND

BARBED WIRE FENCE

OVERHEAD UTILITY LINES
(TYPICAL AS SHOWN)

OVERHEAD UTILITY LINES
(TYPICAL AS SHOWN)
OG 56.97

54.99 56.62

55.98 56.53

57.33 56.82

58.50 57.34

53.12 52.36

52.71 52.73

51.71 52.35

58.03 57.91

57.68 55.41

54.55 55.47

54.48 54.39

54.84 53.71

54.61 54.39

55.19 53.69

53.89 54.68

55.81 54.27

52.89 54.66

56.63 51.27

52.59 52.12

52.15 51.67

51.90 51.98

52.36 51.44

52.66 53.36

52.15 52.30

52.27 52.03

51.82 52.10

51.74 51.91

50.22 52.09

51.07 51.88

53.87 53.67

52.80 54.26

53.96 52.41

52.46 54.48

52.56 52.43

51.65 51.76

51.53 50.78

51.17 51.26

50.76 51.51

52.27 51.10

52.77 51.07

52.73 52.99

51.77 53.35

54.23 52.97

52.07 52.70

54.87 52.29

51.16 51.69

50.77 58.39

55.41 55.32

56.67 56.56 57.38

57.11 56.71

57.86 56.60

57.20 57.87

57.99 57.31

58.39 58.67

59.06 58.59

58.98 61.94 59.01

57.58 HP 55.96

55.90 HP 55.82 TOE 54.69

58.63 56.41

55.70 52.94

52.83 NORTH
No. 6859
Ronald D. Snow
A
L

T E OF CA
S E
L I C
E N

D L A N
S T
D
NR
I F O
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OR
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Y
I A
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Project No:

Project
Prepared For
Sheet Title
Drawn by:

Reviewed by:

Description Release Date
No. Revision Date
Sheet Number 10/17/2024 10:11:18 AM J:\Jobs\2019\19294\Dwg\TOPO.dwg Original drawing is 24 x 36. Do not scale contents of this drawing.

CIVIL STRUCTURAL SURVEYING
979 North Blackstone Street
Tulare, California 93274
559.688.5263
www.laneengineers.com

SUSANVILLE TRAVEL
STOP

SIERRA PACIFIC

INDUSTRIES

SW CORNER OF THE INTERSECTION OF
THE SUSAN RIVER AND STATE ROUTE 36.

SOUTH END OF SUSANVILLE, CALIFORNIA
RDS
BRM

TOPOGRAPHIC SURVEY
C2.5
6 19294
30 0 15 30 60

GRAPHIC SCALE
1 INCH = 30 FT.

MATCHLINE SEE SHEET C2.6 MATCHLINE SEE SHEET C2.2
MATCHLINE SEE SHEET C2.4 MATCHLINE
SEE SHEET C2.3

Page 102 of 272 ends

REF REF
REF
REF
NO
PRKG

WELL WITH MISCELLANEOUS

ABOVE GROUND PIPING

PRIVATE PROPERTY SIGN

CITY LIMIT
SIGN
MISC. POST AND

BARBED WIRE FENCE

METAL GUARDRAIL

BRIDGE PARAPET WALL WITH

ADJACENT CONCRETE CURB

BRIDGE PARAPET WALL WITH

ADJACENT CONCRETE CURB

DEER CROSSING SIGN

SUSAN RIVER SIGN

STATE PROPERTY SIGN

NO TRESPASSING SIGN

STEEL GUARDRAIL
STEEL CHANNEL DRAIN, INV 48.05
TBM NO. 2

STATE PROPERTY SIGN

EDGE OF BRIDGE DECK

SUSAN RIVER OVERCROSSING

CONCRETE PATH

METAL GUARDRAIL
5/8" REBAR TAGGED
"HS&A 6436", UP 2"
BENT 5/8" REBAR NO TAG, FLUSH
(LOCATED STRAIGHT PORTION)
1/2" IRON PIPE NO TAG, UP 4"

OVERHEAD UTILITY LINES
(TYPICAL AS SHOWN)
BFE 4149
BFE 4150
HP 53.87
EP 54.27
TOE 51.60
TOE 51.09
TOE 49.86
TOE 50.88
TOE 51.77

53.14 50.94

51.39 52.94
TOE 52.39
EP 54.47
HP 53.47
HP 53.92
HP 53.44
HP 53.85
EP 54.19
CR 54.77
CR 54.82
CR 54.75
CR 54.69

53.36 C 54.62

53.52 52.23

52.25 52.51 51.10 52.79

53.61 51.59

52.38 52.86

53.13 53.15

52.66 52.28

52.73 52.18

52.04 51.98

52.44 51.62

51.70 50.610

51.26 51.28

51.62 51.86

51.88 51.27
C 54.43
C 54.06
C 54.17
C 54.42
C 54.47
C 54.34
C 54.07
C 54.11
C 54.25
C 54.30
C 54.34
C 54.47
C 54.50
C 54.71
C 54.43
C 54.49
C 54.76
C 54.60
C 54.67
C 54.75
HP 53.98
C 54.99
C 54.81
C 54.97
C 55.01
C 54.93
C 55.13
HP 53.95
HP 54.79
EP 55.45
HP 55.04
HP 54.02
HP 52.13
TOE 50.68
TOE 49.89
TOE 47.12
TOE 45.92
TOE 44.47

46.15 48.41

51.40 50.86

51.07 51.89

52.25 52.13

52.05 HP 52.36
TOE 51.64
TOE 51.84
HP 53.61
HP 54.34
EP 55.44
EP 55.51

52.39 6"X6" CONCRETE
HWY. MONUMENT
HP 53.31
HP 51.98
HP 51.82
HP 52.40
HP 52.16

52.02 52.12
HP 51.75
HP 52.20 51.45

52.71 53.08
HP 53.35
HP 53.06

53.54 HP 53.44
HP 53.13

53.47 54.11

53.34 54.16

54.43 54.19

53.76 53.97

53.39 53.18

52.97 53.35

53.46 53.27

53.07 52.87

52.53 52.27

52.12 52.28

52.39 52.93
NORTH
No. 6859
Ronald D. Snow
A
L

T E OF CA
S E
L I C
E N

D L A N
S T
D
NR
I F O
U R
S
OR
V E
Y
I A
OF
Project No:

Project
Prepared For
Sheet Title
Drawn by:

Reviewed by:

Description Release Date
No. Revision Date
Sheet Number 10/17/2024 10:11:23 AM J:\Jobs\2019\19294\Dwg\TOPO.dwg Original drawing is 24 x 36. Do not scale contents of this drawing.

CIVIL STRUCTURAL SURVEYING
979 North Blackstone Street
Tulare, California 93274
559.688.5263
www.laneengineers.com

SUSANVILLE TRAVEL
STOP

SIERRA PACIFIC

INDUSTRIES

SW CORNER OF THE INTERSECTION OF
THE SUSAN RIVER AND STATE ROUTE 36.

SOUTH END OF SUSANVILLE, CALIFORNIA
RDS
BRM

TOPOGRAPHIC SURVEY
C2.6
6 19294
30 0 15 30 60

GRAPHIC SCALE
1 INCH = 30 FT.

MATCHLILNE SEE SHEET C2.5 MATCHLILNE SEE SHEET C2.2

Page 103 of 272 ends

1' 12 2 DECK PITCH EXTERIOR LADDER W/ FALL ARREST PROTECTION SAFETY SWING GATE FULL PERIMETER GUARDRAIL LADDER DOOR 20" MUSHROOM VENT 8" OVERFLOW FLAPPER VALVE INTERIOR WEIR CONE FREEBOARD 27'-8 516" NOMINAL TANK DIAMETER INTERIOR LADDER 6" INLET PIPING W/ SAFETY CLIMB TANK HEIGHT = 14'-1134" TANK CAPACITY = 60,000 US GALLONS TANK HEIGHT = 19'-934" TANK CAPACITY = 80,000 US GALLONS TANK HEIGHT = 24'-734" TANK CAPACITY = 100,000 US GALLONS TANK HEIGHT = 29'-534" TANK CAPACITY = 120,000 US GALLONS JOB #: FINISH: COVERAGE: TANK SIZE: LOCATION: DRAWN BY: CHECKED BY: APPROVED BY: SHEET 1 OF 1 DO NOT SCALE THIS DRAWING UNLESS OTHERWISE SPECIFIED TOLERANCES: FRACTIONAL ± 116 ONE PLACE DECIMAL ± 0.060 TWO PLACE DECIMAL ± 0.030 THREE PLACE DECIMAL ± 0.010 SCALE: REV. 8 7 6 5 4 3 2 1 DCBA DCBA 8 7 6 5 4 3 2 1 CUSTOMER: ISSUED FOR SUBMITAL: ISSUED FOR MANUFACTURING: ISSUED FOR CONSTRUCTION: PROJECT MANAGER: ELEVATION VIEW PRE-SUBMITTAL 9 @ 116 27.69' x 29.44' - - -MPH 9/23/2021 PRE-SUBMITTAL 01 0 - - -- - - - - PRE-SUBMITTAL DRAWING This drawing and the information contained herein is submitted confidentially and is the property of AST STORAGE. It may not be duplicated, disclosed, or utilized without written consent from AST STORAGE. PRELIMINARY DESIGN NOT APPROVED FOR CONSTRUCTION AST STANDARD TANK COLORS AST TAN AST BLUE WHITE AST GREEN COBALT BLUE NON STANDARD COLOR INTERIOR OF TANK SHALL BE INTERIOR WHITE TANK DECK SHEETS TO BE WHITE TANK SIDEWALLS SHEETS AND DECK APPURTENANCES TO BE WHITE SIDEWALL APPURTENANCES TO BE COLOR MATCH 2" 2 5 16"
4"5" GROUNDING PLATE 2" x 5" x 14" STAINLESS STEEL GROUNDING LUG FOR LIGHTING PROTECTION (2) PLACES TANK SIDEWALL SEAM ELEVATION VIEW TANK 1 STANDARD 27.69’

25.57’
92,600 GAL

Page 104 of 272 ends

JOB #: FINISH: COVERAGE: TANK SIZE: LOCATION: DRAWN BY: CHECKED BY: APPROVED BY: SHEET 1 OF 1 DO NOT SCALE THIS DRAWING UNLESS OTHERWISE SPECIFIED TOLERANCES: FRACTIONAL ± 116 ONE PLACE DECIMAL ± 0.060 TWO PLACE DECIMAL ± 0.030 THREE PLACE DECIMAL ± 0.010 SCALE: REV. CUSTOMER: ISSUED FOR SUBMITAL: ISSUED FOR MANUFACTURING: ISSUED FOR CONSTRUCTION: PROJECT MANAGER: PLAN VIEW PRE-SUBMITTAL DRAWING This drawing and the information contained herein is submitted confidentially and is the property of AST STORAGE. It may not be duplicated, disclosed, or utilized without written consent from AST STORAGE. PRELIMINARY DESIGN NOT APPROVED FOR CONSTRUCTION 8 7 6 5 4 3 2 1 DCBA DCBA 8 7 6 5 4 3 2 1 PLAN VIEW 0° 45° 90° 135° 180° 225° 270° 315° 160° 8" OVERFLOW EXTERIOR LADDER FULL PERIMETER GUARDRAIL 20" MUSHROOM VENT 6" INLET PIPING 24" SQUARE ACCESS HATCH LIQUID LEVEL INDICATOR 24" ROUND MANWAY 8" SUCTION OUTLET W/ ANTI-VORTEX 10° 6" 150# NOZZLE 24" ROUND MANWAY INTERIOR LADDER PRE-SUBMITTAL 9 @ 116 27.69' x 29.44' - - -MPH 9/23/2021 PRE-SUBMITTAL 02 0 - - -- - - - - TANK 1 STANDARD

Page 105 of 272 ends

PRELIMINARY DESIGN NOT APPROVED FOR CONSTRUCTION SIDEWALL SHEET SEALANT BEAD SIDEWALL SHEET INSIDE OF TANK TYPICAL TANK DECK TYPICAL TANK FLOOR TYPICAL TANK SIDEWALL SHEETS SIDEWALL VIEW DECK RAFTER RAFTER CLIP CENTER COMPRESSION RING TYPICAL TANK DECK SHEETS TANK FLOOR SHEETS TANK SIDEWALL SHEET 1/2" BOLTS POLY CAP FIN NECK FLOOR SHEETS BASE ANGLE OMITTED FROM THIS SIDE OF VIEW FOR CLARITY 1/2" NO CAP FIN NECK JS1000 TANK ASSEMBLY JOB #: FINISH: COVERAGE: TANK SIZE: LOCATION: DRAWN BY: CHECKED BY: APPROVED BY: SHEET 1 OF 1 DO NOT SCALE THIS DRAWING UNLESS OTHERWISE SPECIFIED TOLERANCES: FRACTIONAL ± 116 ONE PLACE DECIMAL ± 0.060 TWO PLACE DECIMAL ± 0.030 THREE PLACE DECIMAL ± 0.010 SCALE: REV. CUSTOMER: ISSUED FOR SUBMITAL: ISSUED FOR MANUFACTURING: ISSUED FOR CONSTRUCTION: PROJECT MANAGER: PER-SUBMITTAL --
- - TYPICAL ALL SITES - 10/02/2017 PRE-SUBMITTAL 03
0 - - -- - - - - TYPICAL PRE-SUBMITTAL DETAILS TYPICAL TANK VIEW TYPICAL TANK BASE ANGLE & FLOOR VIEW TYPICAL TANK DECK & RAFTER VIEW INNER DECK SHEET EPDM GASKET MATERIAL OUTER DECK SHEET DECK EXPLODED VIEW INSIDE OF TANK FLOOR SHEET SEALANT BEAD FLOOR SHEET FLOOR EXPLODED VIEW This drawing and the information contained herein is submitted confidentially and is the property of AST STORAGE. It may not be duplicated, disclosed, or utilized without written consent from AST STORAGE. 8 7 6 5 4 3 2 1
DCB
A
DCBA
8 7 6 5 4 3 2 1 TANK 1 STANDARD

Page 106 of 272 ends

TYPICAL PRE-SUBMITTAL TYPICAL DETAILS JOB #: FINISH: COVERAGE: TANK SIZE: LOCATION: DRAWN BY: CHECKED BY: APPROVED BY: SHEET 1 OF 1 DO NOT SCALE THIS DRAWING UNLESS OTHERWISE SPECIFIED TOLERANCES: FRACTIONAL ± 116 ONE PLACE DECIMAL ± 0.060 TWO PLACE DECIMAL ± 0.030 THREE PLACE DECIMAL ± 0.010 SCALE: REV. CUSTOMER: ISSUED FOR SUBMITAL: ISSUED FOR MANUFACTURING: ISSUED FOR CONSTRUCTION: PROJECT MANAGER: PRE-SUBMITTAL -- - - TYPICAL ALL SITES MPH 2/7/2019 PRE-SUBMITTAL 04 0 - - -- - - - - This drawing and the information contained herein is submitted confidentially and is the property of AST STORAGE. It may not be duplicated, disclosed, or utilized without written consent from AST STORAGE. 8 7 6 5 4 3 2 1 DCBA DCBA 8 7 6 5 4 3 2 1 PRELIMINARY DESIGN NOT APPROVED FOR CONSTRUCTION 24" ROUND MANWAY 10" TYPICAL BOLTED HINGES BOLTED COVER PLATE BOLTING FLANGE PLATE TO TANK SIDEWALL NOZZLE P. NOZZLE P. 1" TO 8" = 6" PROJECTION 10" TO 14" = 8" PROJECTION 16" TO 24" = 12" PROJECTION 150# RFSO ANSI / ASME B16.5 AST BLIND FLANGE 150# NOZZLE NPT 304 3000# STAINLESS STEEL COUPLER W/ FLANGE GASKET HALF COUPLER OR FULL COUPLER W/ FLANGE GASKET BAR HANDLE FT FT FT FT FT FT FT FT 24" SQUARE ACCESS HATCH HINGED LID INTERIOR LADDER 24" SQUARE OPENING 4"
10" LOCK HASP GAUGE BOARD STYLE LIQUID LEVEL INDICATOR SUCTION OUTLETVIEW FROM INSIDE TANK VORTEX P. VORTEX P. 3" TO 12" = 6" PROJECTION 1/2" THE PIPE DIAMETER OR 6" MIN. ANTI-VORTEX STAND INTERIOR 90° ELBOW 150# RFSO FLANGE WHICHEVER IS GREATER EXTERIOR TANK 1 STANDARD

Page 107 of 272 ends

APPROVED
SIGN:

DATE:
_____________
_____________
5" TYP
25" TYP.
12 10
7 1
18 15
2 5 4 25 3
9 8 9

FRONT ELEVATION VIEW
103 1/2"
175 1/4"
240"
136"
154 1/2"
35" TYP.
19 16
21 22
13 24
20 23 6 11
17 3 9
2 1

TOP PLAN VIEW
46 1/8"
4" (DRAIN)
42"
122 11/16"
APPROX.

MAX HEIGHT
102" CLEAR HEIGHT
21 22
16 11
14 RIGHT ELEVATION VIEW

ENGINE AND FUEL TANK HIDDEN FOR CLARITY
NOTES:
1) ANCHOR BOLT HOLES AVAILABLE ONLY UPON
CUSTOMER REQUEST.
2) ONLY MAIN STRUCTURAL SUPPORTS ARE
SHOWN ON DRAWING. ADDITIONAL CROSS

MEMBERS ARE REQUIRED TO SUPPORT PIPING,

PUMP CONTROLLER, OR ANY OTHER APPLICABLE
COMPONENTS. IF THERE IS A DRAIN OR ANY

OTHER OBSTRUCTION IN THE FLOOR THAT SHOULD
BE CONSIDERED, PLEASE LOCATE ON THIS DRAWING.
3) THIS SKID IS DESIGNED TO BE FILLED WITH
CONCRETE AT INSTALLATION.
4) TAMPER SWITCHES ARE PROVIDED ON ALL
GATE VALVES AND BUTTERFLY VALVES.
5) BUILDING HVAC, EMERGENCY LIGHT, LIGHTS,

JOCKEY PUMP CONTROL PANEL, JOCKEY PUMP,

AND OTHER ITEMS ARE SHOWN IN THEIR GENERAL

LOCATIONS AND MAY VARY FROM THE
LOCATION SHOWN ON THE DRAWING.
6) ELECTRICAL SERVICE TO BE LANDED IN
DISTRIBUTION PANEL BY OTHERS.
7) SPRINKLER LINE LAYOUT TO BE FINALIZED BY AN
NFPA 13 CERTIFIED VENDOR AT TIME OF PROJECT
RELEASE.

ITEM
NO. DESCRIPTION QTY.
1 8" SYSTEM SUCTION CONNECTION, 150# FF 1
2 6"/8" SYSTEM DISCHARGE CONNECTION, 150# FF 1
3 8" OS&Y GATE VALVE ANSI 150# 1
4 1000/1250 GPM DIESEL DRIVEN PUMP 1
5 MAIN RELIEF VALVE 6" 1
6 WASTECONE 6" X 8" 1
7 8" GROOVED CHECK VALVE 1
8 8" GROOVED BUTTERFLY VALVE (N.O.) 1
9 8" GROOVED BUTTERFLY VALVE (N.C.) 3
10 8" FLOW METER - GROOVED 1
11 8"X6 GROOVED HOSE HEADER (SHIP LOOSE) 1
12 JOCKEY PUMP 1
13 SPRINKLER SYSTEM 1
14 1/2" DRIP VALVE 1
15 4" 150# FLG RESIDENTIAL MUFFLER (SHIP LOOSE) 1
16 12V BATTERY WITH RACK (SHIP LOOSE) 2
17 DOUBLE WALL FUEL TANK 140 GALLON 1
18 1/2" AIR RELEASE VALVE 1
19 SINGLE POINT POWER CONNECTION 1
20 MINI POWER ZONE 1
21 MAIN PUMP CONTROLLER 1
22 JOCKEY PUMP CONTROLLER 1
23 BASEBOARD HEATER 1
24 4" SYSTEM DRAIN 1
25 10" SYSTEM SKID 1
1:42 SCALE
A1-1
DWG
2905 Pacific Drive NW
DATE:

DRAWN BY: JRD ENG. BY: JRD
LOVES 1000 / 1250 GPM

TANK FED SYSTEM
BY
DATE
ALL DIMENSIONS +/- TOLERANCE OF 1/2"

REV DESCRIPTION
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
I
J

A UPDATED TO STANDARD SIZE
8/5/2021

INCLUDED SUCTION AND DISCHARGE LABELS IN BOM JRD B
CHECKED BY: MDT
7/27/2021
JRD
8/17/2021

APPROXIMATE DRY
SYSTEM WEIGHT:
24,000 LBS

Page 108 of 272 ends

ISOMETRIC

SYSTEM VIEW
1:26 SCALE
A2-1
DWG
DATE:

DRAWN BY: JRD ENG. BY: JRD
LOVES 1000 / 1250 GPM

TANK FED SYSTEM
BY
DATE
ALL DIMENSIONS +/- TOLERANCE OF 1/2"

REV DESCRIPTION
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
I
J

A UPDATED TO STANDARD SIZE
8/5/2021

INCLUDED SUCTION AND DISCHARGE LABELS IN BOM JRD B
CHECKED BY: MDT
7/27/2021
JRD
8/17/2021

Page 109 of 272 ends

ISOMETRIC

ENCLOSURE VIEW
1:26 SCALE
A2-2
DWG
DATE:

DRAWN BY: JRD ENG. BY: JRD
LOVES 1000 / 1250 GPM

TANK FED SYSTEM
BY
DATE
ALL DIMENSIONS +/- TOLERANCE OF 1/2"

REV DESCRIPTION
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
I
J

A UPDATED TO STANDARD SIZE
8/5/2021

INCLUDED SUCTION AND DISCHARGE LABELS IN BOM JRD B
CHECKED BY: MDT
7/27/2021
JRD
8/17/2021

Page 110 of 272 ends

General Plan Consistency Analysis
Susanville Love’s Travel Stop
1 Policy Project Consistency
status
Land Use Element
LUD-1.1: Land Use Compatibility. The City shall ensure
compatibility between land uses to protect, maintain, and enhance the quality of life in the city by addressing traffic, noise, lighting. Height/bulk differences, and other sources of incompatibility through the use of physical separation, buffering, screening and other techniques. [Source:

Existing Policy 3.1-A, modified]
The project is a travel stop with truck and auto
fueling, convenience retail, and restaurants
located adjacent to SR 36, with separation from
sensitive uses (nearest properties ~400+ feet
away). Site design separates truck and passenger
vehicle circulation, includes landscaping, and
incorporates conditions of approval or mitigation
measures to ensure lighting, noise, and traffic
maintain the quality of life in the city.

Consistent,
subject to
conditions of
approval.

LUD-1.5: Commercial Land Use. The City shall designate
a mix of commercial uses, including retail, general, and tourist commercial, to promote both the tourist economy and the needs of residents of Susanville. [Source: New
Policy]
The project entails amending the land use
designation and pre-zoning the site to General
Commercial/ Shopping Center to allow for the
development of a mix of commercial uses (fueling,
retail, and food services) that serve both regional
travelers and residents, supporting the tourist
economy.

Consistent.

LUD-3.2: New Commercial Development. The City shall
ensure that new commercial development is
appropriately located and is consistent with the
Community Character Element of the General Plan.
[Source: New Policy]
The project is located along a major highway
corridor (SR 36) and is consistent with the
Community Character Element as a highwayserving commercial use.

Consistent.

LUD-3.3: High-Quality Building Design. The City shall
require distinctive and high-quality commercial building design, construction, and site planning that respects the character of Susanville. [Source: New Policy]
The project incorporates varied materials, neutral
base colors, architectural detailing, and
landscaping. Design guideline compliance is
demonstrated, though signage and some
architectural details require refinement.

Consistent,
subject to
conditions of
approval.

Page 111 of 272 ends

General Plan Consistency Analysis
Susanville Love’s Travel Stop
2 Policy Project Consistency
status
LUD-3.4: Commercial Amenities and Impact Mitigation.

The City shall require new or expanded commercial or
office areas to include provisions for adequate off-street parking, pathways connecting building entries to
sidewalks, bicycle parking, mitigation of traffic impacts, adherence to architectural and low-water landscaping
standards, and mitigation of potential land use conflicts with adjacent residential uses. [Source: New Policy]
The project includes adequate on-site parking,
pedestrian pathways, bicycle racks, and low-water
use landscaping. There are no adjacent residential
uses. The nearest residences is over 500 feet from
the site on the opposite side of the railroad right of
way.

Consistent.

LUD-5.1: Well-defined City Boundaries. The City shall
maintain well-defined boundaries at the edge of urban
development. [Source: Goal 3.3]
The project is within the City’s Sphere of Influence
and would establish a defined gateway commercial
use at the southerly edge of the city along SR 36.

Consistent.

LUD-5.2: Discourage Urban Sprawl. The City shall
discourage urban sprawl. [Source: Existing Policy 3.3-B] Development occurs within the Sphere of
Influence adjacent to existing developed property
and infrastructure and highway access, rather than
leapfrog development.

Consistent.

LUD-5.3: Open Space at the City Perimeter. The City
shall make every effort to maintain a wide band of open space at its perimeter. [Source: Existing Policy 3.3-C, modified]
The project site is in the City’s SOI and adjacent to
the city’s existing southerly limit. Existing vacant
land will be maintained around the southerly edge
of City’s expanded limit after the annexation.

Consistent.

LUD-5.4: 100-year Flood Plain. The City shall
discourage development in the 100-year flood plain.

The City shall require a Conditional Use Permit for
development proposed in the 100-year flood plain, or
where feasible, purchase the land. [Source: Existing Policy

3.3-D and Existing Programs 3.3-D-2 and 3.8-H-8,
modified]
Development is not proposed with the 100-year
flood plain and it avoids direct encroachment into
the Susan River floodplain. Furthermore, the
project includes stormwater management features
(bioretention areas) and connection to existing
stormwater drainage facilities.

Consistent.

LUD-5.7: Orderly and Harmonious Development. The
City shall promote the orderly and harmonious
The project is a planned, integrated commercial
development with coordinated access, circulation,
and site design.

Consistent.

Page 112 of 272 ends

General Plan Consistency Analysis
Susanville Love’s Travel Stop
3 Policy Project Consistency
status
development of Susanville and its surroundings. [Source:

Existing Goal 3.6]
LUD-5.8: New Development Location. The City shall
ensure that all new development takes place within the
city boundaries and its sphere of influence, according to City standards. [Source: Existing Goal 3.7, modified]
The project is within the Sphere of Influence and
would be annexed prior to development. Land use
entitlements for the project are being reviewed by
the City in accordance with City standards.

Consistent.

LUD-6.1: Annex Contiguous Land. The City shall work
with Lassen County, Susanville Consolidated Sanitary
District (SCSD) and Lassen Municipal Utilities District (LMUD) seek to annex lands within its sphere of influence that are contiguous to its city limits. [Source: Existing Policy 3.8-E and Existing Program 14.62, modified]
The site is contiguous to the City and proposed for
annexation in coordination with relevant agencies.

Consistent.

LUD-6.2: Priority Annexations. The City shall prioritize the annexation of the Barry Reservoir for open space and the surrounding areas for industrial and commercial light industrial uses along skyline road and the existing county industrial area near Johnsonville Road. [Source: New
Policy]
The site is located along Skyline Road near existing
industrial/commercial areas identified for growth.

Consistent.

LUD-6.3: Annexation Prior to Development. The City
shall encourage annexation of areas to the city prior to their development. [Source: Existing Policy 14.ab]
Prior to development, the project site will be
annexed into the City.

Consistent.

LUD-6.6: Municipal Services Outside the City. The City
shall fully use its powers to extend or withhold utilities and services, and shall not extend municipal services to areas outside the city, except upon conformance to the City’s General Plan and annexation to the city. [Source: Existing Policy 3.8-G]
The project site will receive City services only upon
annexation and compliance with City standards.

Consistent.

LUD-6.7: City-Centered Development. The City shall
work with Lassen County and the Susanville Consolidated Development of a truck stop in the center of the
city would not be appropriate due to the large area
Consistent.

Page 113 of 272 ends

General Plan Consistency Analysis
Susanville Love’s Travel Stop
4 Policy Project Consistency
status
Sanitary District to establish mutually reinforcing the goal of city-centered development to prevent the conversion of rural, agricultural, forest, and open space lands to urban use inside Susanville’s sphere of influence but outside the city limits. [Source: Existing Policy 3.8-H]
required for truck maneuvering, parking and fueling
and truck noise and exhaust. The project site is a
large vacant parcel at the edge of the city which is
more suitably located for the proposed use than a
city-centered development. Furthermore, while the
project site was used for agricultural purposes in
the past, it is currently vacant, and designated in
both the County and City General Plans for
industrial development.

LUD-6.8: Promote Growth Objectives. The City shall
work with Lassen County to promote Susanville’s growth
and planning objectives within the Susanville sphere of influence. [Source: Existing Program 3.8-H-5]
The project supports economic growth and
planned expansion consistent with City objectives.

Consistent.

LUD-8.2: Zoning Designations. The City shall ensure that zoning designations and maps are consistent with the
Land Use Diagram (Figure LUD-2) In addition, the City
shall ensure that amendments to the General Plan land
use designations, Land Use Diagram or General Plan text are consistent with the relevant goals and policies.
[Source: New Policy]
The project includes prezoning through a zoning
map amendment consistent with the proposed
General Plan land use designation.

Consistent.

LUD-10.1: Service Capacity. The City shall ensure that
there is capacity for public services including but not limited to water, wastewater, solid waste, and recycling for future proposed development within the potential
annexation area. [Source: New Policy]
Sufficient water, wastewater, and other utilities are
available to serve the project.

Consistent.

LUD-10.2: Regional Collaboration. The City shall
coordinate with LAFCo and Lassen County prior to
submitting for an annexation to ensure transparency in
The City has met with LAFCO and Lassen County
management staff to coordinate the annexation
process.

Consistent.

Page 114 of 272 ends

General Plan Consistency Analysis
Susanville Love’s Travel Stop
5 Policy Project Consistency
status
engagement and intent of the annexation. [Source: New
Policy]
LUD-10.4: Tribal Consultation. The City shall consult the Susanville Indian Rancheria prior to any formal
application submittal of annexations. [Source: New
Policy]
SB 18 consultation request letters were sent to the
Tribes on the Native American Heritage
Commission list on March 25, 2025 and no tribes
requested consultation.

Consistent.

LUD-13.6: Business Locations. The City shall encourage
commercial and industrial development by ensuring the
availability of suitable sites for development and providing zoning that facilitates such uses. Coordinate with brokers to ensure that distinct real estate market data is available for Susanville. [Source: New Policy]
The project utilizes a strategically located site
along SR 36 suitable for commercial development.

Consistent.

LUD-17.7: Destination Image and Amenities. The City
shall encourage the development of contemporary
services such as electric vehicle charging stations and high-speed internet availability. [Source: New Policy]
The project includes modern amenities such as EV
charging infrastructure and traveler services.

Consistent.

Circulation Element
CIR-1.4: Safety. Safety shall be a priority when planning and designing transportation infrastructure improvements in the City of Susanville. All improvements should include industry accepted safety measures for intersections and roadways. [Source: New Policy]
The project includes separated circulation for
trucks and passenger vehicles, improved access
points, and safety design features, and extension
of Skyline Road. A new right turn pocket from the
southbound lane and a new left turn pocket from
the northbound lane are included in the project. As
the project is located on SR-36 all transportation
improvements are required to conform to Caltrans
standards.

Consistent.

CIR-1.10: Vehicle Miles Travelled (VMT). The City of
Susanville shall use VMT rather than Level of Service (LOS) The EIR evaluates transportation impacts using
VMT consistent with CEQA requirements.

Consistent.

Page 115 of 272 ends

General Plan Consistency Analysis
Susanville Love’s Travel Stop
6 Policy Project Consistency
status
as the SB 375 required metric to measure transportation impacts on the environment for CEQA and other
environmental factors and determinations. [Source: New
Policy]
CIR-1.11: Complete Streets. Create transportation
enhancements in the city that prioritize "complete streets" designs, allowing for easy and safe access for all users, particularly those who prefer or rely on walking, cycling, and transit. [Source: New Policy]
The project includes sidewalks along Skyline Road
frontage, internal pedestrian pathways connecting
the sidewalk along the road to internal project
features, and bicycle parking facilities. No
pedestrian or cyclist improvements are proposed
along the SR 36 frontage, however, the applicant
shall be required to contribute a fair share
contribution toward the potential future
construction of a bicycle path along SR-36 in
accordance with Caltrans requirements.

Consistent.

CIR-5.4: Universal Design. Require pedestrian facilities to be ADA compliant and accessible for people of all
abilities. [Source: 2022 Lassen County Active
Transportation Plan, Policy 2.5, modified]
ADA-compliant pedestrian facilities are included. Consistent.

CIR-6.3: Bicycle Facilities. Support provision of parking, shelters, and off-street facilities, where feasible and practical, to promote bicycle and pedestrian travel.

Require future developments that might experience a high bicycle demand, such as commercial areas, parks,
libraries, and schools, to support these facilities. [Source:
2022 Lassen County Active Transportation Plan, Policy

3.2, modified]
Bicycle racks are provided near building entrances. Consistent.

CIR-9.1: Minimize Conflicts. Minimize the potential for conflicts on designated truck routes between trucks and Truck circulation is separated from pedestrian and
auto areas.

Consistent.

Page 116 of 272 ends

General Plan Consistency Analysis
Susanville Love’s Travel Stop
7 Policy Project Consistency
status
pedestrians, cyclists, or transit travel. [Source: New
Policy]
CIR-9.2: Minimize Impacts. Balance health and quality of life priorities of the community, including air quality and noise levels, with commercial goods movement. [Source:

New Policy]
The project facilitates the movement of
commercial goods via commercial trucking by
providing a convenient and accessible location for
drivers to rest, refuel, and eat that is at the edge of the City away from sensitive receptors such as
residential areas, schools and hospitals.

Consistent.

CIR-10.2: Maximize efficiency. Identify and place utility infrastructure in areas that maximize efficiency and
minimize impacts to the City of Susanville and its
residents. Impacting the rights-of-way as few times as
possible is of priority. [Source: New Policy]
Utility infrastructure extensions to the project site
are proposed along the most direct routes along
Skyline Road and SR 36.

Consistent.

Community Character
Goal 5. Preserve and protect all bodies of water in their natural state as open space, resource, and habitat.

The project preserves river buffer areas and does
not encroach on open space resources.

Bioretention areas on the project site will treat
stormwater runoff prior to discharge from the site
and ultimately into the Susan River.

Consistent.

Goal 6. Maintain the integrity, natural appearance, and qualities of all bodies of water.

The project preserves river buffer areas and does
not encroach on open space resources.

Bioretention areas on the project site will treat
stormwater runoff prior to discharge from the site
and ultimately into the Susan River.

Consistent.

Policy I. As development and redevelopment occur, the
City shall require public access to and along the Susan River from the nearest public streets and walks.

As a condition of project approval, an irrevocable
offer of dedication for public access along the
Susan River will be made.

Consistent.

Page 117 of 272 ends

General Plan Consistency Analysis
Susanville Love’s Travel Stop
8 Policy Project Consistency
status
Action program {16]: Require businesses that abut the
Susan River, Piute Creek, or Memorial Park to orient any new structures toward those natural features.

The project maintains a buffer of more than 300
feet from the Susan River and while the travel stop
is not oriented toward the river, an irrevocable offer
of dedication for public access along the Susan
River will be made.

Consistent.

Action program [20]: Create a riverfront route for
pedestrians and bicyclists along the river's edge for its full length within Susanville.

Consistent.

Policy s. The City will, by ordinance, require the
construction of curb, gutter,
and sidewalk-and handicapped ramps at corners-on all
streets.

The project includes curb, gutter,
and sidewalk-and handicapped ramps at the
northwest intersection of SR 36 and Skyline Road.

Consistent.

Policy aa. Limit the number and size of signs per parcel. The project includes six wall signs on the building, four canopy signs on each fuel dispenser canopy
and a freestanding sign. The number of signs
proposed is consistent with Zoning Code.

Consistent.

Policy ab. Reduce the number of overly-large, bright
signs.

As a condition of project approval, the size of the
freestanding sign shall be reduced to not exceed
that necessary to be readable for car and truck
drivers traveling on SR 36.

Consistent,
subject to
conditions of
approval
Policy ac. Make signs more attractive and readable. As a condition of project approval, the size of the freestanding sign face shall be reduced to not
exceed that necessary to be readable for car and
truck drivers traveling on SR 36 and shall not
exceed 50 feet in height.

Consistent,
subject to
conditions of
approval.

Action program (48]: Require screening of vehicles, trash, or junk, from public view.

Trash bins and trash compactor are screened on all
sides by a wall.

Consistent.

Page 118 of 272 ends

General Plan Consistency Analysis
Susanville Love’s Travel Stop
9 Policy Project Consistency
status
Open Space, Parks Rec, & Childcare
Action program {43]: Obtain easements to accommodate
the facilities and construct trails and paths through
floodway and flood plain areas as needed along the length of all waterways, as shown on the adopted Trails and
Paths Plan map in this General Plan. (See Figure 7-4 on page 137.)
As a condition of project approval, an irrevocable
offer of dedication for public access along the
Susan River will be made.

Consistent.

Community Healthy, Safety, and Conservation
Policy g. The City shall consider the· maintenance and
improvement of air quality as part of development review for new construction and/or expansion of existing
uses or structures.

As documented in the Project EIR, air quality
impacts as a result of the project will be less than
significant. However, conditions of approval have
been added to ensure the project complies with
this policy.

Consistent,
subject to
conditions of
approval.

Policy p. All construction (new, additions, and
remodeling) throughout Susanville
shall be designed and built to resist fire. New
development shall be designed and
constructed in a manner that is conducive to protecting lives and property from fire.

The project is subject to current Fire codes and, if
adequate water flow and pressure is not available
from the municipal water line, up to a 200,000-
gallon water tank and associate booster pump for
fire suppression will be installed.

Consistent.

Policy q. Work towards protecting fire and life safety in Susanville through Fire Department review and approval
of building permits and other cooperative efforts between the Building and Fire Departments.

The project is subject to review by the Fire
Department prior to issuance of building permits.

Consistent.

Action program [40]: Projects that are required to install water systems must have them fully in place and
operational before beginning building construction.

Municipal water service will be extended to the
project prior to the start of building construction.

Consistent.

Action program [50]: Use development review and the
zoning ordinance to require project features that enhance The developed portions of the project site will be
well-lit, include security cameras, and is highly
visible from SR 36.

Consistent,
subject to

Page 119 of 272 ends

General Plan Consistency Analysis
Susanville Love’s Travel Stop
10 Policy Project Consistency
status
police and neighbor surveillance of property, and that
deter criminal activity.
condition of
approval.

Policy ad. The City shall preclude new developments from compounding or impacting
the potential for flooding.

The project includes four on-site bioretention areas
with a combined area of approximately 112,373 SF
and new underground drainage pipe connecting to
existing storm drains off-site. Per the analysis in
the EIR, the proposed bioretention basins, storm
drains and project grading would control
stormwater and prevent water quality impacts.

Consistent.

Policy ak. The City shall require a hydrologic analysis of runoff and drainage from new development.

A hydrologic analysis was conducted in the Project
EIR and concluded that there is sufficient storage
capacity available to accommodate stormwater
runoff.

Consistent.

Policy aw. The City shall reduce run-off induced flooding, erosion, sedimentation, and pollution resulting from new development.

Consistent.

Action program [84]: Where desirable, purchase public
easements along streams, or require dedication of an
easement at the time of development.

As a condition of project approval, an irrevocable
offer of dedication for public access along the
Susan River will be made.

Consistent.

Action program [92]: Prevent development that may
damage the integrity of known geothermal resources.

There are no known geothermal resources on the
site or that would be impacted by the project.

Consistent.

Policy be. Developers shall provide adequate drainage
and erosion control during construction.

The project is subject to preparation and
implementation of a Stormwater Pollution
Prevention Plan (SWPPP).

Consistent.

Page 120 of 272 ends

General Plan Consistency Analysis
Susanville Love’s Travel Stop
11 Policy Project Consistency
status
Policy bh. The City shall require soil analysis and erosion mitigation prior to
issuance of use permits for all development proposed on sites prone to erosion.

The project site is relatively flat and not prone to
erosion. Nonetheless, stormwater bioretention
features will be implemented which includes best
management practices to reduce erosion.

Consistent.

Policy bm. The City shall limit the· introduction or
expansion of noise sources that exceed the desired noise levels established in the Susanville General Plan.

Temporary construction noise will be limited to
permitted hours of construction and operational
noise increases would be no more than 1.2 dBA
above existing ambient noise levels where the
ambient level is 54.5 dBA. An increase of more
than 5 dBA (where the ambient levels are below 60
dBA) are considered significant.

Consistent.

Policy bt. Require setbacks, walls, or other mitigation between noise-generating
and noise-sensitive uses.

The project is setback approximately 500 feet from
the nearest noise-sensitive (residence), where
noise levels from the project would attenuate to
levels that are below the daytime, evening, and
nighttime noise standards.

Consistent.

Policy bu. Allow construction activities at normal activity levels, but limit them to
times of the or day or week when the number of persons
occupying the potential noise
impact zone is lowest.

The nearest sensitive noise receptor is 500 feet to
the southwest of the project site and construction
noise would be increased by 2.1 dB where an
increase of less than 3 dB is generally considered
imperceptible to most humans.

Consistent.

Page 121 of 272 ends

Zoning Code Compliance Analysis
Susanville Love’s Travel Stop
Standard Description of Project Compliance

17.36.050(A) Minimum
Building Site: 10,000 sq. ft.

The project is proposed on a 14.15-
acre portion of a 79.6-acre parcel.

Complies

17.36.050(B) Minimum Lot
Width Interior: 65 ft;
Corner: 75 ft
With the extension of Skyline Road,
the project site will function as a
corner lot. The overall site is
approximately 2,000 feet wide and
the developable portion is
approximately 1,000 feet wide.

Complies

17.36.050(C) Yard Setbacks
Front: 10
Interior side: none
Corner side:10
Rear: none
Front setback ~150 ft;
interior side >1,000 ft;
street side ~530 ft;
rear ~360 ft.

No residential uses are proposed
and no setback exceptions are
required.

Complies

17.36.050(D) Maximum
Structural Height: 40 ft
Proposed convenience store height
is approximately 23 ft with
projections up to 25 ft. Fuel canopy
height is approximately 20 ft.

Complies

17.36.050(J) Outdoor Trash
Storage
Shall be enclosed by a solid
masonry wall or viewobscuring fence at least one
foot higher than the trash
container.

A trash enclosure is proposed
behind the convenience store with
access from the truck entrance.

Elevation drawings were not
included in the application.

Complies
(COA
recommended)

17.96.050 Outdoor Lighting:

Is to be confined to the project
site, not create a hazard to
vehicular traffic, and be
directed downward with full
cut-off fixtures to protect the
night sky.

Lighting plans were not provided
with the application. The Project
Description in the EIR indicates
that project will include high-mast
LED fixtures and LED canopy
lighting - 43’ in truck areas and 33’
in auto areas.

Does not
comply (COA
recommended)

17.96.080 Pedestrian Access:

Access from the public rightof-way to the main door of the main structure that is separate
from and does not conflict with
vehicular access areas.

A sidewalk is proposed from
Skyline Road to the convenience
store and restaurants along the
eastern driveway entrance.

Complies

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Zoning Consistency Analysis
Susanville Love’s Travel Stop
2 17.100 Parking
Fast-food: 101 required (1
space/ 50SF for 5,062 SF)
Retail: 40 required (1 space /
200 SF for 7,943 SF
Total required: 141 spaces.

Provided: 141 spaces. Complies
Drive-Through Stacking:
six stacking spaces/ window
(120 LF)
Service Station Stacking:

Two spaces per aisle/lane (40
LF/aisle)
Provided:

Approximately 200 linear feet for
drive-through
40 feet in front of each pump aisle
110 feet in front of each truck pump
aisle.

Complies
Loading Spaces:
1 space for bldg. >10,000SF
One loading space is required for
the proposed 13,005 sq. ft.
building.

No loading spaces are indicated on
the site plan.

Does not
comply (COA
recommended)
Parking Areas with Five or More Spaces (SMC Section 17.96.040(A)(1)) Requirements include:
• A minimum 10-foot landscaped strip along public street right-of-way lines • One tree per 30 feet of street frontage
• One shrub per 25 square feet of planting area (grass may be substituted for shrubs)
Large Parking Areas (20 or More Spaces) (SMC Section 17.96.040(A)(2)) Requirements include:
• Ten percent of the parking area must be landscaped.
• Landscaping must be located within or adjacent to the parking area. • One tree per eight parking spaces must be provided.
• A landscaped area at least 140 square feet in size is required for every 12 parking spaces.
• Automobile parking areas are proposed along both project frontages, and RV parking is proposed along the SR 36 frontage. These parking areas are approximately 385 feet wide and are set back approximately 300 feet from SR

36. Compatibility Analysis:

The project site is located at the southern edge of the City and is currently surrounded by large vacant parcels to the east, south, and west. Existing commercial development is located to the north across the Susan River and along SR 36.

Immediately north of the project site, across the Susan River at the southwest corner of Riverside Drive and SR 36, is a standalone fast-food restaurant with drive-through service. On the north side of Riverside Drive is a shopping center containing a

Page 123 of 272 ends

Zoning Consistency Analysis
Susanville Love’s Travel Stop
3 supermarket, retail stores, professional services, and cafés located behind a large parking lot. A separate one-story fast-food restaurant with drive-through service is located near the street frontage at the southern end of the shopping center.

Across from the shopping center on SR 36, there are several one-story standalone commercial buildings, including a bank with a drive-through teller, a credit union, and a restaurant, as well as a two-story hotel. These surrounding commercial uses are generally set back approximately 60 to 100 feet from SR 36, with parking located in front of or along the sides of the buildings. Building sizes in the area range from approximately 2,800 square feet to more than 85,000 square feet.

The architectural character of surrounding development is predominantly commercial in nature, typically consisting of stucco exterior finishes and flat roofs with mansard-style accents. The nearby hotel incorporates horizontal siding and brick accents and features a moderately pitched roof with composition shingles.

The proposed travel stop building is consistent with the scale and character of surrounding commercial development. The building is single-story, incorporates stucco finishes, and is designed with parking areas located between the building and adjacent streets, similar to other nearby commercial properties.

The project’s truck parking area is located behind the proposed building and is set back approximately 500 feet from the SR 36 frontage and approximately 200 feet from the extension of Skyline Road. As conditioned, landscaping consisting of trees and shrubs will be installed to filter and soften views of parking areas from public vantage points.

Based on the building design, scale, and site layout, the architectural and overall appearance of the project is compatible with the existing and planned commercial character of the surrounding area.

Orderly and Harmonious Development Analysis
The proposed travel stop is located on a vacant parcel at the southern edge of the City along SR 36 at an existing signalized intersection. The project includes extension of Skyline Road westward along the southern edge of the site to provide safe access to the development.

The project design includes separate access driveways for passenger vehicles and trucks, allowing for safe and efficient circulation within the site while minimizing conflicts between vehicle types and utilizing an existing signalized intersection on SR 36.

The project will provide fuel, food services, and overnight parking accommodations for recreational vehicles and commercial truck drivers traveling on SR 36. The location and design of the project therefore support orderly development along the SR 36 corridor while minimizing potential conflicts with established areas of the City.

For these reasons, the proposed development will not be detrimental to the orderly and harmonious development of the City.

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Zoning Consistency Analysis
Susanville Love’s Travel Stop
4 Public Welfare, Safety, and Convenience Analysis
The project is designed to allow safe ingress and egress through separate truck and passenger vehicle access points from the extension of Skyline Road, which connects to SR 36 at an existing signalized intersection. This design provides safe circulation while minimizing traffic conflicts.

The site is located more than 500 feet from the nearest residential uses (located south of the former railroad tracks). The project design and existing topographic features as well as project conditions recommended will ensure that potential impacts such as noise, lighting, or operational activity associated with truck/RV parking, fueling operations, and commercial activity will not adversely affect nearby residents or businesses.

As documented in the Project Environmental Impact Report (EIR), adequate public utilities including water, wastewater, electricity, telecommunications, and solid waste services are available and will be extended to serve the project. The project also includes bioretention basins for on-site stormwater treatment and storm drainage facilities designed to safely convey runoff to existing public storm drainage infrastructure.

The EIR further concludes that the project will not require the construction of new fire stations, police stations, schools, parks, or other public facilities in order to maintain acceptable service levels.

Finally, all project improvements will be constructed in compliance with applicable building, fire, and safety codes.

Wall Sign Analysis
Sign Location Sign Copy Proposed Sign Size
SR 36 frontage Love’s heart logo 31.46 SF
Love’s 40.84 SF
Love’s heart logo 44.69 SF
It’s love that drives us 12.08 SF
Dunkin’ 22.44 SF
Arby’s logo 25.78 SF
Skyline Rd frontage Arby’s 35.67 SF
North side, no frontage Love’s heart logo 31.46 SF
Love’s 40.84 SF
Love’s heart logo 44.69 SF
It’s love that drives us 17.45 SF
Total Wall Sign Size 347 SF
Allowed Sign Size 403 SF

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Architecture & Site Plan Review Analysis
Susanville Love’s Travel Stop
1 Applicable Requirements Description of project Compliance Status Site Plan

1. Building location(s) and site layout
should provide for a functional
relationship with the existing site
topography, vegetation and other
natural features.

The project entails development of a 14.15-acre
portion of a vacant 79.6-acre parcel at the
intersection of Skyline Road and SR-36. The
project site area is flat and devoid of trees. The
Susan River is along the project site’s northerly
boundary and the Union Pacific Railroad rightof-way embankment runs along the southerly side the project site.

Complies. The project complies because it
is located on a flat site devoid of trees,
maintains a buffer of more than 300 feet
from the Susan River and there are no other
major natural features on the site.

3. Natural Features. Natural features
should be recognized and integrated
into the site plan as much as possible.

Enhancement of natural features
should be consistent with the natural
characteristics of that feature.

The project leaves open space between the
fueling stations and the wetland habitat
associated with the Susan River. In addition,
large bioretention areas are proposed along both
the project frontages.

Complies. The project complies because it
leaves open space between the fueling
stations and wetland habitat associated with
the Susan River and in bioretention areas
along the project frontages.

4. Topography. Development should
be designed to minimize grading.
earthwork and land disturbance and
maintain the natural topographic
features of the site. Accommodation of
existing natural conditions can help
avoid site problems associated with
flooding, steep slopes, natural
drainage courses, rock outcrops. and
other natural features.

The project site is generally flat and the Susan
River flows along the northerly boundary of the
site. There are no other distinguishing natural
topographic features on the site.

Complies. The project complies because a
buffer of more than 300 feet will be
maintained between the developed areas of
the site and the Susan River, which is the
only natural topographic feature on the
property.

5. Views. Buildings should be located
and oriented in a manner that
preserves significant views
a) neighboring properties,
a) No neighboring properties
b) The building will have an overall height of 25
feet and the fuel dispenser canopies will have a
maximum height of 20 feet. As a condition of
project approval, the height and size of the
Complies, subject to condition of
approval. The project complies because
neighboring properties are at least 400 feet
away and the building and canopies will not
exceed 25 feet. The height and size of the

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Architecture & Site Plan Review Analysis
Susanville Love’s Travel Stop
2 Applicable Requirements Description of project Compliance Status b) Looking at natural features, vistas
and other properties from the site. and
c) Looking through the site from key
places within the project
freestanding sign will be reduced. Views of the
mountains and surrounding natural features will
be preserved.
c) Views of the mountains will be maintained
from on-site vantage points.
freestanding sign will be reduced as a
condition of project approval.

8. Solar Energy. The City encourages
the use of passive and active solar
energy features which are integrated
into the overall design of the
buildings(s) and site. Rooflines should
be oriented in a south to southeast
facing direction and sloped for use of
solar panels. The size and location of
windows should consider proper solar
orientation
The project would include rooftop solar panels
installed in accordance with California Energy
Code requirements and would produce an
estimated 51,000 kWh/year. Project plans
Complies. The project complies because it
would include rooftop solar panels installed
in accordance with California Energy Code
requirements.

9. Grading and Drainage Patterns.

Site design should minimize changes
to natural drainage patterns and avoid
significant cut and fill slopes whenever
possible. Cuts and fills within the dripline of existing trees should be avoided. Drainage design should seek
to avoid concentrating and
accelerating storm runoff.

The site would treat stormwater on site using a
series of bioretention areas and two new storm
drain culverts would be added to handle onsite
overflow to the drainage swale across the new
section of Skyline Road and to connect with the
existing 24-inch culver under SR-36.

Bioretention areas will be covered with a threeinch layer of organic mulch. No changes are proposed to the Susan River which runs along
the northerly site boundary.

Complies. The project complies because it
is located on a site that is already generally
flat. The project also proposes bioretention
areas to avoid accelerating storm runoff and
the Susan River will not be altered by the
project.

10. The clustering of buildings and/or
uses in larger projects is encouraged.

Clustering can minimize the disruption
of natural features, provide for more
convenient access, reduce
The convenience store and two fast food
restaurants are proposed within one 13,005 sf
structure. All truck uses including a truck fueling
station, truck scale, and above ground diesel
tanks are accessed from the western driveway.

Complies. The project complies because
the three interior uses are consolidated into
one building that is accessible from both
driveways and the paved areas (parking,
driveways, fueling area) are located around

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Architecture & Site Plan Review Analysis
Susanville Love’s Travel Stop
3 Applicable Requirements Description of project Compliance Status improvement costs and create a more
functional and cohesive design.

Automobile and recreational vehicle uses are
accessed from the eastern driveway.
the convenience store/restaurant building,
rather than dispersed across the site.

11. Buildings should be sited and
designed so that their forms do not
disrupt prominent natural skylines
such as ridges or hilltops. Buildings
which are silhouetted against natural
skylines should be designed to be
compatible with the natural setting.

The project site is flat and not on a ridge or
hilltop where development would disrupt the
natural skyline. Furthermore, the proposed onestory building has a low profile with a maximum height of 25 feet.

Complies. The project complies because it
is in a flat valley location away from any
natural topographic features such as
ridgelines, hillsides or hilltops. Furthermore,
the building is single-story with a low profile.

12. Well-landscaped and functional
open space areas around building(s)
are strongly encouraged
Landscaping includes both planting areas and
surface treatments which are proposed for
approximately 122,255 sf of the project area.

Trees are interspersed throughout the site to
soften the edges of the buildings and in between
vehicle parking areas. A dog park is also
proposed. As a condition of project approval,
additional trees and shrubs or grasses will be
added along the SR 36 frontage and around and
within the parking areas to conform with the
quantitative landscape standards of the SMC.

Complies. The project complies because it
proposes planting areas, a functional dog
park, and surface treatment for pedestrian
pathways and as a condition of project
approval, additional trees and shrubs or
grasses will be added along the SR 36
frontage and around and within the parking
areas to conform with the quantitative
landscape standards of the SMC.

13. Pedestrians and Bicycles.

Accommodations for pedestrian and
bicycle circulation should be provided
for in the site and building designs. For
safety reasons, such accommodations
should be designed to avoid conflicts
with automobile and truck circulation
patterns
All truck uses including a truck fueling station,
truck scale, and above ground diesel tanks are
accessed from the western driveway with no
internal connection to the areas intended for
passenger automobiles, recreational vehicles,
pedestrians and cyclists. The convenience store
and fast-food restaurants are accessible from
both driveways. Pedestrian access to the
development is provided along a new 10-footwide sidewalk along Skyline Road and a walkway Complies. The project complies because
there is continuous pedestrian walkway from
the new sidewalk proposed along Skyline
Road and the convenience store/ restaurant
building and a network of internal sidewalks
and crosswalks to provide safe movement
for pedestrians. Bicycle racks are provided in
two locations on the site near the
convenience store and restaurants.

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Architecture & Site Plan Review Analysis
Susanville Love’s Travel Stop
4 Applicable Requirements Description of project Compliance Status between the sidewalk and convenience store
and restaurants. A network of internal sidewalks
and crosswalks provide safe movement between
the project components.

Bicycle racks are provided near the northeast
corner of the convenience store/ restaurant
building adjacent to the automobile parking and
behind the trash storage enclosure between the
rear of the convenience store/ restaurant
building entrance

15. Streets and driveways should be
designed in conjunction with existing
topographic conditions and natural
features such as creeks and drainages.

This will help to minimize the amount
of cut and fill and to preserve natural
drainage patterns.

The topography of the site is relatively flat and
the project is located south of the Susan River.

Bioretention areas are located around the
perimeter of the site.

Complies. The project complies because it
is located on a site that is already generally
flat for streets and driveways and at
development including driveways and the
Skyline Road extension are setback
hundreds of feet from the Susan River.

16. Service Areas and Auxiliary
Structures. Service areas and
auxiliary structures (garbage
dumpsters; propane, gas and oil tanks;
utility boxes; etcetera) should be
screened from public street view with
a fence, wall or appropriate
landscaping. Auxiliary structures
should be architecturally consistent
with the main structures and other site
development. Trash receptacle
A gated locking trash enclosure with trash
compactor, recycling and grease collection bins
will be located inside the western driveway.

Enclosures are also proposed around the above
ground diesel storage tanks and around the fire
booster pump. As a condition of approval, all
enclosures are subject to review and approval by
the City to ensure they are architecturally
consistent with the convenience store/
restaurant building.

Complies, with conditions of approval. The
project complies because it proposes a
gated locking trash enclosure with service
areas screened from public street view with
a wall. The enclosure is located near the
commercial uses on the site.

Enclosures are also proposed around the
above ground diesel storage tanks and
around the fire booster pump. As a condition
of approval, all enclosures are subject to
review and approval by the City to ensure

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Architecture & Site Plan Review Analysis
Susanville Love’s Travel Stop
5 Applicable Requirements Description of project Compliance Status enclosures should be included in the
design of all commercial projects.
they are architecturally consistent with the
convenience store/ restaurant building.

Architectural Design

3. Building Color. Building colors
should not be used in such a way as to
serve as signage for a business or use.

Integral coloring of concrete, stucco,
and similar materials is encouraged.

Different colors should be utilized to
enhance or "bring-out" different
building materials where appropriate.

Exterior color and finishes of the building consist
of a combination of textures and exterior siding
including windows, brick finish, and sandpebbled texture stucco in a variety of grays, tans, and whites. Colors also include a red
painted awning along the Arby’s section, and
pink and orange on the Dunkin Donuts frontage.

Complies. The project complies because
primary colors include a variety of neutral
colors, and vivid colors are used to enhance
different building materials. Colors are not
used in a manner that are unique to the
business or use or that could be construed
as signage.

4. The use of subdued shades for the
primary building color is encouraged
while the use of brighter or more
intense shades should be reserved for
trim and details. Highly reflective
building materials are discouraged as
the primary color or base finish
material. These materials may be
considered for details or accents, or as
secondary colors.

The building design would be a combination of
grays, tans, and whites. Reds, pinks, and
oranges are used as building accents for the
restaurants. Materials are not highly reflective.

Complies. The project complies because
the primary building finish materials are nonreflective and in a variety of grays, tans, and whites. The red, pink, and orange colors and
reflective building materials are used as
building accents for the restaurants.

5. Metal Buildings. Metal exterior
building materials may be utilized
when they have a high architectural
design in terms of form and color,
avoid the perception of being a "metal
box", and are compatible with
surrounding buildings.

Metal will be used for trims, doors, frames, curb
faces, and sign posts. The metal materials will
be painted or powder coated.

Complies. The project complies because
metal is used only for secondary finishes and
will be painted or powder coated.

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Architecture & Site Plan Review Analysis
Susanville Love’s Travel Stop
6 Applicable Requirements Description of project Compliance Status

6. Phased Development. Each phase
of a phased development should be
designed to attain visual
completeness. Temporary barriers and
walls should be painted and trimmed
to integrate with permanent
construction.

Project construction is anticipated to begin in
Q3 2026 and the entire project will be
constructed in one phase that will last
approximately 12 months.

Complies. The entire project will be
completed at the same time and not split
into phases.

7. Exposed rooftops should be treated
as visually sensitive areas. Roofing
materials which are visible should be
compatible with other architectural
elements and the overall building
design. Rooftop mechanical
equipment should be screened from
view and the screening materials
incorporated into the building design
as much as possible
A flat roof is proposed and will be screened with
parapets. Mechanical equipment is located on
top of the flat roof. The project plans do not
include provisions for screening.

Complies, subject to conditions of
approval. The project plans do not provide
information about rooftop mechanical
equipment screening. Therefore, a condition
for rooftop mechanical equipment screening
has been added to ensure compliance.

8. Attached structures such as solar
collector panels, antennas, satellite
dishes, etcetera, should be integrated
into the overall building design
Solar panels are installed on the rooftop. Complies, subject to conditions of approval. The project plans do not provide
information about attached structures aside
from solar panels which are installed on the
rooftop. Therefore, a condition has been
added to ensure compliance.

9. Outside vending machines, fixtures,
automatic teller machines and other
assorted mechanical fixtures or
devices should be incorporated into
the site and building design as much
as possible.

The project plans to not include outside vending
machines, fixtures, automatic teller machines,
or other assorted mechanical fixtures.

Complies. The project complies because
project plans do not include outside
mechanical fixtures or devices.

Page 131 of 272 ends

Susanville City CouncilMay 6, 2026

Susanville City Council
May 6, 2026